South Florida Ocean Front Residential by Ian Monday

PROPOSED NEW CONSTRUCTION OF

FINK-RHODIS RESIDENCE

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

301 WALNUT STREET HOLLYWOOD, FL 33019

No. 1 2

PROJECT TEAM

JOHN N. GARRA 5450 GRIFFIN RD - SUITE ADAVIE, FL 33314 (954) 861-0852 JOHN@SQ-1.NET

STRUCTURAL ENGINEER KUHN STRUCTURAL ENGINEERING CONTACT: ADDRESS: PHONE: EMAIL:

DAN KUHN 11670 ISLAND LAKES LANE BOCA RATON, FL 33498 (954) 552-4500 DANKUHN@KUHN-ENGINEERING.COM

SURVEYOR ACCURATE LAND SURVEYORS, INC CONTACT: ADDRESS: PHONE: FAX: EMAIL:

ROBERT L. THOMPSON 1150 E. ATLANTIC BLVD. POMPANO, FL 33060 (954) 782-1441 (954) 782-1442

OWNERS CHRIS FINK & FRANCESCA RHODIS ADDRESS:

AERIAL MAP

301 WALNUT ST. HOLLYWOOD, FL 33019

ARCHITECTURAL A000 PROJECT INFORMATION A001 PROJECT SPECIFICATION A010 SITE PLAN C101 CIVIL PLAN L101 LANDSCAPE PLAN A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN A103 THIRD FLOOR PLAN A104 ROOF TERRACE PLAN A105 ROOF PLAN A201 EAST ELEVATION A202 SOUTH ELEVATION A203 WEST ELEVATION A204 NORTH ELEVATION A205 CONTEXTURAL STREET ELEVATION A301 SECTIONS A302 SECTIONS A303 SECTIONS A304 DETAILS M-1.1 MECHANICAL GARAGE & FIRST FLOOR PLAN M-1.2 MECHANICAL SECOND & ROOF TERRACE FLOOR PLAN M-1.3 MECHANICAL ROOF PLAN M-2.1 MECHANICAL NOTES AND DETAILS E-0.1 ELECTRICAL SITE PLAN E-1.1 ELECTRICAL GARAGE & FIRST FLOOR PLAN E-1.2 ELECTRICAL SECOND & ROOF TERRACE FLOOR PLAN E-2.1 ELECTRICAL NOTES & DETAILS P-0.1 PLUMBING SITE PLAN P-1.1 WATER DISTRIBUTION GARAGE & FIRST FLOOR PLAN P-1.2 WATER DISTRIBUTION SECOND & ROOF TERRACE FLOOR PLAN P-2.1 SANITARY GARAGE & FIRST FLOOR PLAN P-2.2 SANITARY SECOND & ROOF TERRACE FLOOR PLAN P-2.3 SANITARY ROOF PLAN P-3.1 PLUMBING ISOMETRIC DIAGRAM P-3.2 PLUMBING ISOMETRIC DIAGRAMS P-3.4 PLUMBING NOTES & DETAILS S-0.0 FOUNDATION PLAN S-1.0 FRANGIBLE WALLS AND SLAB S-2.0 1ST HABITABLE LEVEL S-3.0 2ND HABITABLE LEVEL S-4.0 ROOF DECK S-5.0 UPPER ROOF PLAN S-6.0 BREAK-AWAY SECTION S-6.1 BREAK-AWAY SECTION S-6.2 BREAK-AWAY SECTION S-6.3 BREAK-AWAY SECTION S-7.0 BREAK-AWAY ELEVATION S-7.1 BREAK-AWAY ELEVATION S-7.2 BREAK-AWAY ELEVATION S-7.3 BREAK-AWAY ELEVATION S-7.4 BREAK-AWAY DETAILS S-8.0 FOUNDATION DETAILS S-8.1 STEEL DETAILS S-8.2 STEEL DETAILS S-9.0 DESIGN CRITERIA S-10.0 NOTES

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019 Project Information 2-27-2017

Date

Ian Monday

Drawn by

Scale

As indicated

2/28/2017 1:41:21 PM

SQUARE ONE ARCHITECTURE

PHONE: EMAIL:

LOCATION MAP

Date 12/14/2015 09/23/2016

SURVEY

ARCHITECT

CONTACT: ADDRESS:

DRAWING INDEX

Description VARIANCE DEP REVIEW

SPECIFICATIONS: Division 1 General Requirements 1. All work shall be performed in accordance with all codes, rules, regulations and restrictions having jurisdiction on this project. 2. The contractor shall acquaint themselves with the site and verify all dimensions prior to construction. Square One Architecture, inc. shall be notified of any deviation from the plans prior to construction. Drawings shall not be scaled and written dimensions shall take precedence over scaled dimensions. 3. The contractor shall coordinate with the Coastal Construction Consultant to perform work regulated by the Coastal Construction Permit and the Florida Department of Environmental Protection. 4. Shop drawings and submittals shall be submitted to Square One Architecture, inc. for general review and design compliance (3 copies of each item below). Allow one week from date of receipt for review. a. Door and window package including Florida or Maimi-Dade product approval. b. Roofing including Florida or Maimi-Dade product approval. c. Structural concrete floor & roof system. d. Steel fabrication. f. See MEP documents for required MEP submittals. 5. Deposits and fees: Deposits for utilities including water meter, shall be made by the G.C.. Permit fees, as required, shall be paid by the Owner for that portion of the work. 6. Contractor shall maintain temporary electrical, water, and sanitary facilities for the duration of the construction. 7. Contractor shall remove all construction debris from the jobsite and leave the building broom clean. All glass shall be thoroughly cleaned at the completion of construction. All paint specks and any other construction marks shall be removed by the contractor. 8. Substitutions: Where the product of a certain Manufacturer is specified substitution shall be may be presented to the Architect for approval if said substitution is equal in quality and performance to those specified in the Contract Documents, and is in strict accordance with all governing building codes the Architect may accept the substitution. 9. Contractor shall register all products with manufacturer to maintain manufacturer’s warranty. 10. Allowances: None 11. LEED Submittals: Not used. Division 2 Site Construction Earth Work 1. Preparation for deep foundation and slab on grade, see Structural Notes and Geotechnical Report. 2. Provide smooth clean finished grade sloping away from building and paving. Finished grade and paving shall be 6" minimum below elevation of ground floor. Grade shall be ready for turf and planting. Paving 1. Paving material shall be selected by Owner. Paving shall be set in 4" min. (6” for vehicular traffic) of compacted crushed limestone above compacted base using mechanical plate compactor or in accordance with the manufacture's written instructions. Provide and install concrete edge restraint and apply penetrating sealer approved by Owner.

Division 8 Doors and Windows Entry Door 1. See schedule. Sliding Glass Doors 1. See schedule, u-value .85, Glazing SHGC 0.45. Windows 1. See schedule, u-value .85, Glazing SHGC 0.45. Interior Doors 1. See schedule. Division 9 Finishes Portland Cement Stucco 1. Portland cement stucco shall be applied with primer and a three step process; scratch coat, brown coat, finish coat. 2. Stucco thickness: a. Applied to concrete block shall be 5/8" b. Applied to framing or lath shall be 3/4" c. Stucco finish shall be smooth. Gypsum Wall Board 1. USG, Sheetrock Gypsum Board or equal installed per manufacturer's written instructions. 2. Level 5 finish. Cement Board 1. 1/2" Wonderboard or equal. 2. Fastened with SuperiorBilt Concrete Backerboard Screws, or equal. 3. Joints taped with 2" wide alkali-resistant fiberglass joint tape and bonded with latex or acrylic-modified mortar. Interior & Exterior Paint 1. Sherwin Williams or equal, color shall be selected by Owner. Contractor shall apply 3'x'3 sample to the interior and exterior for each color selected for the Owner's approval. a. Interior Walls & Ceiling: 1 coat of tinted primer and 2 coats paint. b. Exterior: 1 coat of tinted primer and 2 coats of paint. c. Paint finish shall be selected by Owner. Flooring 1. Shall be selected by Owner. 2. All white stone shall be installed with white mastic. 3. Clean per manufacturer's written instructions and apply penetrating sealer approved by Owner. Baseboard 1. See Interior Design drawings. Casing 1. See Interior Design drawings.

Division 3 Concrete Poured In Place Concrete - See Structural Notes

Division 10 Specialties None

Division 4 Masonry Concrete Block Masonry 1. See Structural Notes

Division 11 Equipment None

Division 5 Metals Light Gauge Steel Framing 1. Interior Partitions - DIETRICH, 1-5/8"x3-5/8"; 1-5/8"x6"; 1-5/8"x8", 25 gauge, or equal. Structural Steel Fabrications 1. See Structural Notes. 2. Steel used in exterior shall be primed by fabricator. 3. Provide shop drawings for review. Division 6 Wood and Plastics Composite Exterior Siding 1. Resysta, Gold Decking 1” X 5.5”, Color selected by Owner, fastened with Nylon concealed clips, RESCLIPS100 fastened at 16” o.c. to furring strips with #8 X 1.5” stainless steel screws. P.T. furring strips installed at 16” o.c. with anchors at 12” o.c. maximum. Corners shall be mitered with the first fastener within 2” of the miter. Division 7 Thermal and Moisture Protection Gutters and Downspouts 1. Downspouts: Extruded aluminum downspouts 0.125” thickness, painted white. 2. Wall Brackets: Provide wall brackets at 60" maximum spacing (minimum 2 brackets). Brackets shall be manufactured from 0.125" x 1.00" aluminum, finished to match downspout.

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

Division 12 Furnishings None Division 13 Special Construction None Division 14 Conveying Systems Elevator 1. Visilift Visi48SQ installed per manufacturer’s written instructions. Division 15 Mechanical Fireplace 1. European Home, Lucius 140 direct vent. See Mechanical drawings and notes. Division 15 Plumbing Plumbing Fixtures 1. See Plumbing drawings and fixtures shall be selected by Owner.

Roof Accessories 1. Exhaust vent: Install new aluminum exhaust vents with back draft damper and rodent screens.

Division 16 Electrical Door Bell & Chime 1. Ring, Video Doorbell Pro, Venetian bronze. 2. Nutone Wired Door Chime, Model: LA11BG with junction box transformer C915.

2. Pitch pans: Install aluminum pans at all roof penetrations in low sloped roofing.

Light Fixtures 1. See Electrical Drawings and Light Fixture Schedule.

No.

Description

Date

3. Plumbing vent flashing: Install new lead flashing at all existing plumbing vents. Low Sloped Roofing - Exterior Patio Balcony Waterproofing 1. Foam insulation: CertiainTeed, Flintboard tapered polyisocyanurate foam roof insulation. Minimum thickness: 1/2” at low point. Pitch: 1/4” per foot. Adhered to concrete slab and installed per manufacturer's written instructions. 2. Rubber Based Waterproofing System: Sealoflex waterproofing system install per manufacturer's written instructions and Miami-Dade N.O.A. 3. Provide PVC weep screed at lower termination of rubber base waterproofing on vertical surfaces. Low Sloped Roofing 1. Foam insulation: CertiainTeed, Flintboard tapered polyisocyanurate foam roof insulation. Minimum thickness: 1/2” at low point. Pitch: 1/4” per foot. Adhered to concrete slab and installed per manufacturer's written instructions. 2. Base sheet: CertiainTeed, Glasbase Base Sheet installed per manufacturer's written instructions. 3. Ply sheets: CertiainTeed, Flintglas Ply Sheet Type IV installed per manufacturer's written instructions. 4. FR Cap sheet: CertiainTeed, Flintlastic GMS Coolstar installed per manufacturer's written instructions. Insulation Roof: Minimum R-30 insulation in attic spaces. Second Floor: Minimum R-11 horizontal insulation between garage & accessory dwelling. Walls: Minimum R-4.2 insulation. Vapor Retarder – Under Slab 1. 6 mil polyethylene, ASTM E-96, lapped 12".

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019 Project Specifications 2-27-2017

Date

Scale

2/28/2017 1:41:13 PM

Author

Drawn by

SITE DATA

2' 0'' HIGH GUARD RAIL

45' - 2"

LEGAL DESCRIPTION

5' HIGH C.B.S. PERIMETER WALL

A/C

SHOWER

1' - 0"

301 Walnut Street, Hollywood, FL 33019

5' - 0"

PROPERTY ADDRESS

GATE

Lot 18, inclusive block 198, "Hollywood Central Beach". According to the plat thereof as recorded in Plat Book 4, Page 20 of The Public of Broward County, Florida

5' - 5 1 /4"

HB UP

SITE INFORMATION/BUILDING SUMMARY SITE INFORMATION 1) -

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

A/C

ZONING: North Beach Development District - Development Zone

1' - 0"

Land Use Designation: Medium / High Residential

5' - 0"

Habitable Floors 1 & 2 Roof Vestibule Ground Entry

2,408 SF 228 SF 329 SF

TOTAL

2,965 SF PARKING REQUIRED 4 spaces

PARKING PROVIDED 4 spaces

REQUIRED

PROVIDED

25'-0"

20'-4"

5'-0"

SETBACKS (a)

Front (Walnut)

(b)

Side Interior

(c)

Rear

15'-0"

5'-0"

(d)

Side (Surf)

5'-0"

1' HIGH GUARD RAIL

5' - 2 3 /8

REQ. LANDSCAPE 132 sq ft

PROVIDED LANDSCAPE 248 sq ft

AREA CALCULATIONS

Additional Landscape Area *On roof deck as per City of Hollywood Landscape Manual Section 2.2.B.6 BUILDING SUMMARY

2,935 SF. 1,348 SF. 450 SF. 1,137 SF.

100.00 % 45.93 % 15.33 % 38.74 %

37 SF.

1.26%

HABITABLE

ENTRY

UP UP GAS METER GM

PROVIDED 3 Stories 33' - 0" (44.00 NAVD) 43' - 0" (53.00 NAVD) including roof of elevator shaft

ALLOWED 3 Stories 33' - 0" (44.00 NAVD)

1) - BUILDING HEIGHT

78' - 6 13/16"

Site Area Building Footprint Paved Area Landscaped Area

2)- BUILDING AREAS

C.B.S . PER IMETE R WA LL

TOTAL YARD 656 sq ft

53' - 2"

Front yard (Walnut)

STORAGE

GARAGE

BALCONY / DECK

Entry Level

0 sq ft

329 sq ft

532 sq ft

0 sq ft

33 sq ft

Garage Level

0 sq ft

465 sq ft

0 sq ft

Frist Habitable Level

1159 sq ft

0 sq ft

117 sq ft

Second Habitable Level

1249 sq ft

0 sq ft

27 sq ft

SURF ROAD

ELEVATOR

5)- FRONT YARD LANDSCAPING

No.

ELECTRICAL METER 1 2

Description VARIANCE DEP REVIEW

Date 12/14/2015 09/23/2016

HB TRASH

RECYCLING

Total

0 sq ft

228 sq ft

0 sq ft

1173 sq ft

2408 sq ft

557 sq ft

532 sq ft

465 sq ft

1350 sq ft

UP Car Space 10'-6" x 19'-0"

Car Space 10'-6" x 19'-0"

RETAINING PLATE TO FORM SOD STEP, TYPICAL

5' - 0"

GATE

EXTERIOR GLAZING NOTE

PROVIDED

Front Setback

25'-0"

20'-4"

Front Setback for 4' Ht Perimeter Wall & Fence

25'-0"

20'-4"

Rear Setback

15'-0"

5'-0"

Balcony Projection

6'-0"

9'-9"

Elevator Vestibule Height

8'-3"

10'-0"

BALCONY ABOVE

NEW COCONUT PALMS 15' - 3"

REQUIRED

NEW 4' HIGH WOOD FENCE

VARIANCES:

NEW 4' PERIM HIGH C.B. S. ETER WALL

PAVED DRIVEWAY

Glazing in all exterior doors and windows shall provide interior to exterior light transmittance of 45% or less.

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019

EXISTING WATER METER

PAVED DRIVEWAY

ELEVATION DATUM CONVERSION

5' - 0"

(NGVD 1929) - 1.58' = (NAVD 1988) GREEN BUILDING PRACTOCES Car Space 9'-0" x 19'-0"

1. All Energy Star appliances 2. Recycling Storage 3. Programmable Thermostats 4.All hot water pipes insulated 5.Tankless water heater in lieu of a standard tank water heater. GENERAL NOTES 1. Materials shall be compliant with FBC Residential R322.1.8 Flood-resistant materials. 2. Coastal Construction Control Line is approximately 175' to the west. See Survey. 3. All flooring below 20.00' NGVD (18.42 NAVD) shall be frangible floors. 4. All walls below 20.00' NGVD (18.42 NAVD) shall be non-loadbearing breakaway walls.

6' - 0"

Car Space 9'-0" x 19'-0" 18' - 0"

WM 2' - 4"

T H IG I. S 6' TR

Site Plan 2-27-2017

Date

3' - 8"

Ian Monday

Drawn by 30' - 0"

EXISITNG FIRE HYDRANT

Site Plan 1/4" = 1'-0"

A 010

Scale

1/4" = 1'-0"

2/28/2017 1:41:23 PM

Roof Terrace Level

20' - 4"

6' HIG H

4) -

PARKING

NEW 6' HIGH WOOD FENCE

3) -

2,935 Square Feet (0.067 Acres)

NEW

2) - NET LOT AREA:

Col or 4

37 SF.

1.26%

DRAINAGE REQUIRED 1/2' Rainfall over entire site. 2,935 SF x 0.0417 =

122.4 CF

Storage Required = Storage Provided =

122.4 CF 137.3 CF

A/C ABOVE

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

AVD 0' N GVD 9 . 6 8' N 8.4

LEGEND D AV ' N GVD 0 0.0 8' N 1.5

EXISTING ROAD APPROX. -4' - 6"

NEW 6' HIGH WOOD FENCE

Additional Landscape Area (Roof Terrace)

100.00 % 45.93 % 15.33 % 38.74 %

D AV D ' N GV 90 N 6. 48' 8.

AREA CALCULATIONS

AVD 6.57' N GVD N ' 5 8.1

UP SOD

SOD

2,935 SF. 1,348 SF. 450 SF. 1137 SF.

AVD D 7' N 8.0 ' NGV 9.65

EXISITNG 5' HIGH C.B.S. PERIMETER WALL

6.1 7.7 5' NA 3' N VD GV D

Site Area Building Footprint Paved Area Landscaped Area

AVD D 3' N 8.1 ' NGV 9.71

D AV D ' N GV 00 N 8. 58' 9.

CIVIL DATA

D AV D ' N GV 50 N 6. 08' 8.

6.90' NA V 8.48' NG D VD

5 7.3 .75' 3' NA NG VD VD

-APPROX. ELEVATION BASED ON NAVD 1988 & NGVD 2007. -BEARINGS SHOWN HEREON ARE BASED ON A BEARING OF SOUTH 07ยบ16'07" WEST, ALONG THE EROSION CONTROL LINE BASE ON NAD 83-90, AS PER LAND SURVEY FROM PROFESSIONAL SURVERYOR & MAPPER ROBERT L. THOMSPON 4/17/2015.

VD NA VD ' 5 6.1 3' NG 7.7

10.50' NAVD 12.08' NGVD

SOD

NEW 6' HIG H C.B .S. PE RIMET ER W ALL

PAVED

GENERAL NOTE: All Material and workmanship shall comform and specifications of the City of Hollywood, FDOT, and all other local and national codes where applicable. The contractor shall follow all permit requirements Contractor to be totally responsible for maintenance of the traffic and safty of motorist and pedestrians using the site. Adjacent streets, sidewalks, and roadways during construction, maintenance and safty procedures shall comform to MJTCD and OSHA requiremnts. The Contractor shall notify all utility companies and obtain a sunshine certification number and field markings at least 48 hours prior to beginning any excavation

The location, size, and material of the existing faciliteis and topography have been recorded from the most reliable information available to the engineer. this information is not guaranteed. the engineer assumes no responsibility for the accuracy of the facilities and topography shown or not shown. The beginning contractor shall verify through vaccuum extraction and test hole methods, the elevations and locations of existing faciliteis shown or not shown prior to beginning construction, sufficiently ahead of his construction schedule. Any and all conflicts shall be reported to the engineer sufficiently ahead of construction to allow the engineer ample re-design time. This work by the contractor shall be considered incidental to the contract and no additrional compensation shall be allowed.

UP UP

Contractor to spot-dig and locate existing utilities as directed by the engineer, at no additional cost.

The contractor shall verify existing and proposed elevations and dimensinos prior to construction and report any errors or conflicts to the engineer. All information regarding existing conditions shown on these construction drawings was from the survey done by Accurate Land Surveyors, INC, dated 7,27,2007. The Contractor shall replace all items damaged by his operations to the satisfaction of the engineer at no cost. The engineer reserves the right to change the design, this shall be considered incidental to the contract and no additional compensation shall be allowed. The contractor shall notify the engineer immediately when a conflict between the drawgins and actual conditions is discoverred during the course of the construction.

VD NA D ' 9 6.8 ' NGV 7 8.4

SLOPE

VD ' NA 9.00 ' NGVD 8 10.5

D AV 4' N GVD 1 . 6 2' N 7.7

C.B.S . PER IMETE R WA LL

The contractor shall be responsible for establishing all lines and grades together with all reference points as required under his contract. All required layout shall be done using a land surveyor registrered in the state of Florida. the lines and grades shall be subject to any checking the owner or engineer may decide necessary. No seperate cost item is provided for this work, the cost of which shall be considered incidental and included in the bid price.

6.7 8.3 5' NA 3' N VD GV D

Pavement to be to be removed shall be cut in a straight line with smooth edges with a power saw. The subgrade shall be 12" thick with a min. LBR of 40. the subgrade shall be compacted to 98% of max. density per AASHTO T-180.

SOD

In landscape areas, elevations shown are to the top of sod/landscaping.

NAVD 7.50' GVD N 9.08' 6.75' NAVD 8.33' NGVD

Sunshine State One Call of Florida Call before you dig 1-800-432-4770 - Call two full business days before digging. Call 10 days before digging when digging under water. - Wait the required time for buried utilities to be located and marked. - Protect the marks during your project. If marks are destroyed, call again. - Dig safely, using extreme caution when digging within 24 inches on either side of the marks to avoid hitting the buried utility lines. - This is a free service to help keep Florida safe!

SOD

PAVED UP GATE GATE

6.89' NAVD 8.47' NGVD PAVED DRIVEWAY SLOPE

SOD

VD ' NA 6.75 NGVD ' 8.33

SOD

C.B.S . PER IMETE R WA LL

D ' NAV 6.75 NGVD ' 8.33

PAVED DRIVEWAY SLOPE TO MEET EXISITNG ROAD APPROX. 1:20

Drainage Plan 1/4" = 1'-0"

4' HIG H NEW

6. 8.2 68' N 6' NG AVD VD

6. 8.3 78' N 6' NG AVD VD

6. 8.4 89' N 7' NG AVD VD

VD NA D 7' GV 5.9 55' N 7.

DRY RETENTION AREA CROSS SECTION 1/4" = 1'-0"

Drainage Plan N 2-27-2017

Date

Ian Monday

Drawn by

VD NA D 2' GV 6.7 30' N 8.

6. 8.4 89' N 7' NG AVD VD

1'-6"

6. 7.7 14' N 2' NG AVD VD

VARIES

1'-6"

NEW 4' HIGH WOOD FENCE

1'-4"

GRADE

PROPERTY LINE

D ' NAV 6.89 NGVD ' 8.47

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019

Scale

1/4" = 1'-0"

2/28/2017 1:41:40 PM

VD NA VD ' 0 7.6 8' NG 9.1

NAVD 7.50' GVD N 9.08'

VD ' NA 7.50 NGVD ' 9.08

GRADE

Date 09/23/2016

4' HIG H

The asphalt surface shall be 1-1/2" thick applied to two 1' lifts with tack coat used between the paving courses.

Description DEP REVIEW

NEW

The Limerock base shall be 8" thick with a min. LBR of 100, Shall be of the Miami formation and shall be compacted to 98% of max. Density per AASHTO T-180.

6.8 8.4 9' NA 7' N VD GV D

No. 2

LANDSCAPE DATA

EXISTING 5' HIGH C.B.S. PERIMETER WALL

1 A 301

SOD STEPS

DISTRICT MULTI-FAMILY DISTRICT - NORTH BEACH DEVELOPMENT DISTRICT

SOD

SOD STEPS

SOD

AT PERIMETER LANDSCAPE 1 TREE / 50' STREET FRONTAGE TOTAL STREET FRONTAGE = 110'

BATH 106

2TREE REQUIRED 4 TREE PROVIDED

HALL

STORAGE

104

105

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

103

NEW 6' HIGH WOOD FENCE

A 302

2. PLANT MATERIAL SHALL NOT BE PLANTED INTO ROOT BALLS OF TREES AND PALMS 3. (x3) EXISTING SEA GRAPE TREES TO BE REMOVED, TO ALLOW FOR REQUIRED 18' WIDE DRIVEWAY AND 6' WIDE SITE TRIANGLE. (x3) NEW SEA GRAPE TREES AND (x3) NEW COCONUT PALMS TO BE PLANTED RETAINING PLATE

4. TREE REMOVAL PERMIT TO BE APPLIED FOR BEFORE ANY TREE REMOVAL.

PAVED

5. PLANTERS SHALL HAVE NON-CYPRESS BLEND MULCH GRADE B OR BETTER

2 A 302

LANDSCAPE LEGEND

FOYER

TREE GRAPHIC

PLANT NAME

SPECIFICATIONS

102

QUANTITY

COCOS NUCIFERA 'MALAYAN' GREEN MALAYAN COCONUT PALM

8' CLEAR TRUNK x 6' SPR. B&B 2.5" DBH. NATIVE

COCOS NUCIFERA 'MALAYAN' GREEN MALAYAN COCONUT PALM

14' CLEAR TRUNK x 6' SPR. B&B 2.5" DBH. NATIVE

C.B.S . PER IMETE R WA LL

SOD

ELEVATOR

GROUND COVER CONTRACTOR TO FIELD MEASURE AND INSTALL ALL AREAS FICUS MICROCARPA 'GREEN ISLAND' GREEN ISLAND FICUS

SOD STEP DETAIL Scale: N.T.S

SOD

NEW

SOD STEPS

PSEUDOSAS JAPONICA 6' TALL. 36" O.C. 3 GAL BAMBOO SOLANUM LYCOPERSICUM GARDEN (TOMATOES ) see A104 Roof Terrace Plan 24" O.C. 2 GAL

6' HIG H

ORNAMENTAL

SURF ROAD

COMPACTED SUB GRADE

7' - 6"

STORAGE

NOTE: 1. CONTRACTOR TO PROVIDE 100% AUTOMOMATIC IRRIGATION SYSTEM WITH USING ONLY SCHEDULE 40 PIPE FROM MAIN LINES AND LATERALS. CONTRACTOR TO ALSO PROVIDE RAIN SENSOR DEVICE.

PERFORATED DRAIN PIPE

1174 sq ft REQUIRED 1174 sq ft PROVIDED

1 TREE / 1,000 sq ft OF PERVIOUS AREA 1137 sq ft PERVIOUS AREA =

12" x 15" SPR. 18" O.C. HIGH DROUGHT TOLERANCE

2 A 301

ZOYSIA GRASS SOD

GARAGE 101 No. 2

Description DEP REVIEW

Date 09/23/2016

SOD

PAVED UP

SOD GATE

GATE

SOD

PAVED DRIVEWAY

Coconut Palm Planting Detail Scale: N.T.S

NEW 4' PERIM HIGH C.B. S. ETER WALL

PAVED DRIVEWAY NEW COCONUT PALMS

EXISTING TREES TO BE REMOVED

PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION. AFTER PLANTS HAVE BEENINSTALLED, EACH PLANT SHALL BE PRUNED FOR UNIFORMITY AFTER INSTALLATION CUT STRING AND REMOVE BURLAP FROM TOP OF ROOT BALL

3" DEEP LAYER OF APPROVED MULCH

GROUND COVER SPACING VARIES WITH SPECIES (SEE PLATING LIST)

SOD

WALNUT STREET EXISITNG FIRE HYDRANT

GRANULAR FILL MATERIAL OR EXISTING GRADE

T H IG I. S 6' TR

SOD

BACKFILL WITH PLANTING SOIL

Shrub & Ground Cover Planting Detail Scale: N.T.S

SOD

(20' FROM EDGE OF PROPERTY TO CENTERLINE OF WALNUT STREET)

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019

6' - 0"

RETAINING PLATE TO FORM SOD STEP, TYPICAL

Landscape Plan

L-101

EXISITNG UTILITY POLE

Landscape plan 1/4" = 1'-0"

Ian Monday

Drawn by

APPROX. FLOOD ZONE CONTOUR LINE EXCAVATE TO A MINIMUM DEPTH OF 6" AND BACKFILL WITH PLANTING SOIL

2-27-2017

Date

6' - 0"

Scale

As indicated

2/28/2017 1:41:41 PM

SOD

RECYCLING

SOD STEPS

TRASH

NEW 4' HIGH WOOD FENCE

SOD STE

SOD

3 TREE REQUIRED 4 TREE PROVIDED

TOTAL LOT AREA : 2935 sq ft 40% LANDSCAPED OPEN SPACE REQUIRED 1137 sq ft AT GRADE + 37 sq ft ROOF GARDEN *On roof deck as per City of Hollywood Landscape Manual Section 2.2.B.6

GRAVEL 1" - 2"

SOD

RETAINING PLATE

OPEN SPACE

FILTER FABRIC

GATE

SOD

CODE COMPLIANCE DATA

144" x 96"

1 5/8" PAINTED WOOD 1 3/4" ALLUM.

INTERIOR SOLID CORE WOOD FLUSH DOOR EXTERIOR FOUR PANEL SLIDING GLASS DOOR OXXO

32" x 84"

1 3/4" ALLUM.

30" x 84"

1 5/8" PAINTED WOOD

INTERIOR SOLID CORE WOOD FLUSH DOOR

32" x 84"

1 5/8" PAINTED WOOD

INTERIOR SOLID CORE WOOD FLUSH DOOR

36" x 80"

1 3/4" ALLUM.

216" x 96"

1 3/4" ALLUM.

144" x 96"

1 3/4" ALLUM.

30" x 96"

1 5/8" PAINTED WOOD

60" x 84"

TBD

15 16

48" x 84" 32" x 84"

36" x 84"

30" x 80"

19 20

TBD

EXTERIOR GLASS DOOR

EXTERIOR METAL DOOR EXTERIOR SIX PANEL SLIDING GLASS DOOR OXXXXO EXTERIOR FOUR PANEL SLIDING GLASS DOOR XXXX INTERIOR SOLID CORE WOOD FLUSH DOOR BARN STYLE DOOR. TRACK WIDTH : 10' 2'' FOUR PANEL BIFOLD DOOR

1 5/8" PAINTED WOOD

INTERIOR SOLID CORE WOOD FLUSH DOOR

1 3/4" PAINTED WOOD

TWO PANEL BIFORD DOOR

1 1/8" PAINTED WOOD

INTERIOR SOLID CORE WOOD FLUSH DOOR

30" x 80"

1 3/4" ALLUM.

48" x 84"

PAINTED 1 1/8" WOOD

EXTERIOR SINGLE PANEL FRENCH DOOR WITH 36" SIDELIGHT

216" x 96"

1 3/4" ALLUM.

30" x 84"

TBD

GLASS

FRAMELESS GLASS DOOR SELECTED BY OWNER. SEE GLAZING IN HAZARDOUS LOCATION NOTE BELOW.

TBD

GLASS

FRAMELESS GLASS DOOR SELECTED BY OWNER. SEE GLAZING IN HAZARDOUS LOCATION NOTE BELOW.

NOTES

16 17 18 19

21 22 23 24 25 26 27 28 29

LOUVERED FOUR PANEL BIFOLD DOOR

13 14 15

20 1 1/8" PAINTED WOOD

SIX PANEL SLIDING GLASS DOOR XXOOXX

Notes: 1. Jamb depth shall be verified in field. 2. All substitutions shall be approved as equal by the Architect. 3. All doors to exterior shall have weatherstipping, threshold and screens. 4. All glazing in hazardous locations defined in F.B.C. Chapter 24, Section 2406 Safety Glazing including shower enclosures, windows,etc, shall comply with the requirements of the section. 5. All new exterior doors shall be impact resistant. 6. All windows and doors shall provide maximum of 45% transmittance from interior to exterior. 7. See pool barrier requirements on sheet A010.

30 31 32 33

34 35 36 37 38 39 40

SIZE: W x H

DESCRIPTION

160" x 16"

FIXED WINDOW, 5 PANEL 32'' x 16''

72" x 66"

DOUBLE CASEMENT WINDOW, 2 PANEL 36'' x 66''

20" x 34"

CASEMENT WINDOW

20" x 108"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x36", SEE ELEVATION

160'' x 96''

FIXED WINDOW, 5 PANEL 32"x96"

96'' x 96''

FIXED WINDOW, 2 PANEL 48"x96"

144'' x 96''

FIXED WINDOW, 4 PANEL 36"x96"

36'' x 60''

CASEMENT WINDOW

96'' x 16''

FIXED WINDOWS, 3 PANEL 32"x16"

41 42 43 44 45 46 NOTES

WINDOW SCHEDULE

A/C

A/C 6

2' - 6"

INSTALL NEW FLOOR MOUNTED ELECTRIC TOILET AND VANITY SELECTED BY OWNER. INSTALL NEW MIRROR, COAT HOOK/TOWEL BAR, & TOILET PAPER ACCESSORY SELECTED BY OWNER.

A/C

INSTALL NEW STEEL STAIR CASE WITH STEEL GUARD RAIL AND IPE WOOD TOP HAND RAIL. SEE STRUCTURE DRAWINGS. HANDRAIL HEIGHT SHALL BE 36" MEASURED VERTICALY FROM THE LEADING EDGE OF THE TREADS. GUARDRAIL SHALL REJECT A 4" SPHERE AND RESIST A LOAD OF 50 LBS. PER LINEAR FOOR AND A CONCENTRATED LOAD OF 200 lbs. APPLIED IN ANY DIRECTION AT THE TOP. BALUSTERS SHALL RESIST A UNIFROM HORIZONTAL LOAD OF AT LEAST 25 lbs OVER THE GROSS AREA OF THE GUARD.

3' - 0"

UP 17

EXISTING ROAD APPROX. -4' - 6"

-3' - 0"

SLOPE

1' - 0"

106 22

MINI SPLIT AHU ACCESS

16 5

HALL

STORAGE

104

105

8'-6" CEILING 12' - 11"

1 A 302

11' - 5" 14

5 4 14

INSTALL NEW UNDERGROUND NATURAL GAS SERVICE AND GAS METER. SEE PLUMBING DRAWINGS.. INSTALL NEW STEEL COLUMN. SEE STRUCTURAL DRAWINGS. INSTALL NEW NATURAL GAS FIRE PLACE AND EXHAUST. SEE MEP DRAWINGS. INSTALL NEW KITCHEN CABINETS, COUNTER TOPS, ISLANDS, PLUMBING FIXTURES, ELECTRICAL APPLIANCES, KITCHEN EXHAUST HOOD, AND FINISHES. NEW KITCHEN EXHUAST SYSTEM SHALL BE 400 CFM MAXIMUM. SEE MEP DRAWINGS AND CABINET SHOP DRAWINGS. INSTALL NEW FLOOR MOUNTED ELECTRIC TOILET & TOILET PAPER ACCESSORY SELECTED BY OWNER. INSTALL NEW DOUBLE VANITY SELECTED BY OWNER. INSTALL NEW MIRROR & COAT HOOK/TOWEL BARS SELECTED BY OWNER. INSTALL NEW 4" RECESSED SHOWER, SHOWER HEAD, HAND HELD SPRAY WITH DIVERTER, & CONTROL VALVE. INSTALL NEW RAIN SHOWER HEAD WITH SEPERATE CONTROL VALVE. INSTALL NEW SLOPED SHOWER FLOOR FINISH & DRAINS TO SERVE SHOWER AND TUB OVERFLOW. SLOPE FLOOR IN DIRECTION INDICATED, SLOPE SHALL BE 1/8" PER FOOT MINIMUM. INSTALL NEW BATHTUB AND FLOOR MOUNTED FAUCET WITH HAND HELD SHOWER AND DIVERTER VALVE. INSTALL NEW SHOWER FINISHES SELECTED BY OWNER. INSTALL NEW CLOSET STORAGE SYSTEM SELECTED BY OWNER. INSTALL NEW RECESSED ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS. INSTALL NEW CABINETRY, COUNTER TOP, SINK, FAUCET, WASHING MACHINE, GAS DRYER, & DRYER EXHAUST. INSTALL NEW A/C AHU SERVING SECOND HABITABLE LEVEL & ROOF TERRACE LEVEL. COORDINATE CONCRETE SLAB PENETRATION FOR DUCT WORK ABOVE SERVING ROOF TERRACE LEVEL. COORDINATE CONCRETE SLAB PENETRATION SLEEVES BELOW TO ACCOMODATE CONDENSATE & FREON RISERS. SEE MECHANICAL & STRUCTURAL DRAWINGS. INSTALL NEW A/C AHU SERVING FIRST HABITABLE LEVEL. COORDINATE CONCRETE SLAB PENETRATION BELOW FOR DUCT WORK. COORDINATE CONCRETE SLAB PENETRATION SLEEVES BELOW TO ACCOMODATE CONDENSATE & FREON RISERS. SEE MECHANICAL & STRUCTURAL DRAWINGS. COORDINATE 45 DEGREE JOG IN PARTITION WALL TO ACCOMODATE ELEVATOR DOOR SWING. MAINTAIN MINIMUM TOILET FIXTURE CLEARANCE OF 1'-9" MINIMUM FROM FRONT OF TOILET TO FINISH SURFACE OF WALL. INSTALL NEW ELECTRICAL SUB-PANEL. SEE ELECTRICAL DRAWINGS. INSTALL NEW RECESSED ELEVATOR ELECTRICAL DEVICES. COORDINATE WALL FURING TO ACCOMODATE THE LARGEST DEVICE WITH A DEPTH OF APPOXIMATELY 10". SEE ROOF TERRACE INTERIOR ELEVATION 2/A104. INSTALL NEW OUTDOOR SHOWER HEAD, SHOWER CONTROL VALVE, AND SEPERATE HOSE BIB. INSTALL NEW OVER FLOW ROOF SCUPPER AND DOWNSPOUT WITH CONCRETE SPLASH BLOCK. SEE ROOF DRAINAGE CALCULATIONS ON A104. INSTALL NEW STORM DRAIN, SEE DRAINAGE CALCULATIONS ON SHEET A104. COORDINATE SLAB AND WALL PENATRATIONS TO ACCOMADATE STORM SYSTEM PLUMBING, SEE PLUMBING DRAWINGS. INSTALL NEW OUTDOOR BBQ AREA WITH OUTDOOR CABINETS, COUNTER TOP, TOP OF COUNTER TOP SHALL BE 36" FORM FINISHED FLOOR. INSTALL NEW SINK, FAUCET, NATURAL GAS BBQ, UNDER CABINET REFRIDGERATOR, DISHWASHER, AND ICEMAKER. SEE PLUMBING AND ELECTRICAL DRAWINGS. INSTALL NEW OUTDOOR ISLAND CABINET AND COUNTER TOP, TOP OF COUNTER TOP SHALL BE 42" FROM FINISHED FLOOR. INSTALL NEW OVER FLOW STORM DRAIN. SEE PLUMBNING DRAWINGS FOR EXACT LOCATION. INSTALL NEW ROOF PLANTER SYSTEM ON CONCRETE ROOF SLAB. SEE LANDSCAPE DRAWINGS. INSTALL NEW NATURAL GAS FIRE PIT. INSTALL NEW THICKENED PARTITION WALL TO ACCOMODATE MECHANICAL DUCT WORK. COORDINATE CONCRETE SLAB PENETRATION AND WALL STUD SPACING TO ACCOMODATE CONCEALED DUCT WORK IN WALL. SEE MECHANICAL DRAWINGS.

8'-6" CEILING 3' - 3"

8'-6" CEILING

1' 0''GUARDRAIL

26' - 0"

SLO 1/4" P PE ER FO 1 OT

2 A 302

8 ELEVATOR -0' - 5"

FOYER

-0' - 6"

0' - 0"

102 17 x20 RISERS = 6 5/16"± EACH TREADS = 11" EACH

UP 12 2

x3 RIS E TREAD RS = 6" EAC H S = 12 " EACH

UP 3

x3 RISERS = 7" EACH TREADS = 10" EACH

-1' - 9"

3' - 0" SLOPE

23 GM

2 A 301 19

GARAGE

101

3 6"

No.

Description DEP REVIEW

Date 09/23/2016

-2' - 0"

1. INSTALL NEW FLOORING THOUGH OUT, SELECTED BY OWNER. 2. PAINT WALLS AND CEILING THOUGH OUT. PAINT EXTERIOR WALLS.

HB 2 SLOPE 1/2" PER FOOT

1 17

x3 RIS E TREAD RS = 6" EAC H S = 12 " EACH

UP 1 -3' - 0"

12'' x 96''

FIXED WINDOW

36'' x 80''

FIXED WINDOW WITH FROSTED PRIVACY GLASS.

20" x 81"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x27", SEE ELEVATION

SLOPE 1/2" PER FOOT

20" x 114"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x38", SEE ELEVATION

20" x 102"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x34, SEE ELEVATION

20" x 102"

CASEMENT WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x34, SEE ELEVATION

GATE

4' - 4 3 /4

-3' - 6" GATE 17

-3' - 3"

14 1

20' - 4"

1. All glazing in hazardous locations defined in F.B.C. Chapter 24, Section 2406 Safety Glazing including shower enclosures, windows, etc, shall comply with the requirements of the section. 2. All windows shall be impact resistant. 3. Contractor shall verify all window sizes and jamb thickness prior to ordering. 4. All operable windows shall have screens. 5. All windows designated as egress shall meet the requirements of F.B.C. per section R310. 6.All windows and doors shall provide maximum of 45% transmittance from interior to exterior.

x5 RIS E TREAD RS = 6" EAC H S = 12 " EACH

STORAGE

3' - 6"

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

103

BATH

0' - 0"

1' - 4"

INSTALL NEW IPE WOOD SHOWER ENCLOSURE AND OUTDOOR SHOWER HEAD AND CONTROL VALVE. INSTALL NEW CONCRETE BLOCK PRIVACY WALL WITH A PAINTED SMOOTH STUCCO FINISH, SEE ELEVATIONS. INSTALL NEW GUARD RAIL. GUARDRAIL SHALL REJECT A 4" SPHERE AND RESIST A LOAD OF 50 LBS. PER LINEAR FOOT AND A CONCENTRATED LOAD OF 200 lbs. APPLIED IN ANY DIRECTION AT THE TOP. BALUSTERS SHALL RESIST A UNIFROM HORIZONTAL LOAD OF AT LEAST 25 lbs OVER THE GROSS AREA OF THE GUARD.

NOTES

INSTALL NEW EARTH FORMED STEPS WITH STEEL RETAINING PLATE. INSTALL NEW SOD. SEE STEP DETAIL ON LANDSCAPE PLAN SHEET L101. INSTALL NEW 4" RECESSED SHOWER WITH FRAMELESS SHOWER GLASS. GLASS SHALL MEET THE REQUIREMENTS 10 OF F.B.C. CH. 24 SECTION 2406 SAFTEY GLAZING. INSTALL SHOWER HEAD, VALVES, DRAINS, & FINISHES SELECTED BY OWNER. SLOPE FLOOR IN DIRECTION INDICATED TOWARD LINIER DRAIN, SLOPE SHALL BE 1/8" PER FOOT MINIMUM. 11

-0' - 6"

4' - 4"

INTERIOR SOLID CORE WOOD PIVOT DOOR

4' - 0"

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019

SLOPE TO MEET EXISITNG ROAD APPROX. 1:20

Garage & Entry Level Plan N 2-27-2017

Date -4' - 4" ±

Ian Monday

Drawn by

A 101

Scale

1/4" = 1'-0"

2/28/2017 1:41:23 PM

24" x 84"

TBD

-4' - 6"

14 UP

3'-0" WIDE SLIDING GATE

x3 RIS E TREA RS = 6" EA DS = 12" EA CH CH

TBD

6 7

2' 0''GUARDRAIL

29' - 8"

PLANTER

48" x 84"

EXTERIOR DOUBLE PANEL GLASS DOOR

7' - 0"

20' - 6 1/2"

1 3/4" ALLUM.

3' - 0" MIN

6' - 6"

96" x 120"

33' - 8"

10' - 10"

EXTERIOR METAL DOOR WITH AUTOMATIC CLOSER

INSTALL NEW SLOPED CONCRETE SLAB. INSTALL GARAGE FLOOD VENT IN CMU WALL AS PER MNF. INSTRUCTIONS. SEE VENT CALCS ON SHEET A304 INSTALL NEW CONCRETE STEPS (NOT USED) COORDINATE CONCRETE SLAB PENETRATION SLEEVES TO ACCOMODATE PLUMBING RISERS. SEE PLUMBING AND STRUCTURAL DRAWINGS. INSTALL NEW AIR CONDITIONING CONDENSING UNITS. SEE MECHANICAL PLANS. INSTALL NEW RECESSED WINDOW BLIND IN CEILING ABOVE AS PER MANUFACTUER WRITTEN INSTRUCTIONS.. SEE ELECTRICAL DRAWINGS. INSTALL NEW VISILIFT ELEVATOR WITH RECESSED SLAB AT ENTRY LEVEL, SEE STRUCTURAL DRAWINGS AND ELEVATOR MANUFACTURER CUT SHEET. INSTALL ELEVATOR ELECTRICAL DEVICES RECESSED IN PARTITION WALL ON ROOF TERRACE LEVEL IN REMOTE LOCATION AS PER MANUFACTURER CUT SHEETS, SEE INTERIOR ELEVATION 2/A104.

1' - 0"

1 3/4" ALLUM.

1 2 3 4 5

1' - 11 1/2"

36" x 84"

DESCRIPTION

3' - 0"

EXTERIOR OVERHEAD SECTIONAL GARAGE DOOR

4' - 5 1/2" ±

TBD

REMARKS

x8 RISERS = 6" EACH TREADS = 12" EACH

TBD

FIN

53' - 2"

216" x 84"

THK

5' - 0"

SIZE: WxH

1 A 301

53' - 2"

FLOOR PLAN LEGEND

x5 RISERS = 6" EACH TREADS = 12" EACH

DOOR SCHEDULE

1 3/4" ALLUM.

48" x 84"

24" x 84"

144" x 96"

TBD

1 5/8" PAINTED WOOD 1 3/4" ALLUM.

EXTERIOR DOUBLE PANEL GLASS DOOR INTERIOR SOLID CORE WOOD PIVOT DOOR

EXTERIOR FOUR PANEL SLIDING GLASS DOOR OXXO

1 3/4" ALLUM.

30" x 84"

1 5/8" PAINTED WOOD

INTERIOR SOLID CORE WOOD FLUSH DOOR

32" x 84"

1 5/8" PAINTED WOOD

INTERIOR SOLID CORE WOOD FLUSH DOOR

36" x 80"

1 3/4" ALLUM.

216" x 96"

1 3/4" ALLUM. 1 3/4" ALLUM.

EXTERIOR GLASS DOOR

EXTERIOR SIX PANEL SLIDING GLASS DOOR OXXXXO

1 5/8" PAINTED WOOD

60" x 84"

TBD

48" x 84"

1 1/8" PAINTED WOOD

FOUR PANEL BIFOLD DOOR

1 5/8" PAINTED WOOD

INTERIOR SOLID CORE WOOD FLUSH DOOR

32" x 84"

36" x 84"

30" x 80"

19 20

30" x 80" 48" x 84"

1 3/4" PAINTED WOOD 1 1/8" PAINTED WOOD 1 3/4" ALLUM. PAINTED 1 1/8" WOOD

216" x 96"

1 3/4" ALLUM.

30" x 84"

TBD

NOTES

INSTALL NEW FLOOR MOUNTED ELECTRIC TOILET AND VANITY SELECTED BY OWNER. INSTALL NEW MIRROR, COAT HOOK/TOWEL BAR, & TOILET PAPER ACCESSORY SELECTED BY OWNER.

13 14 15

INTERIOR SOLID CORE WOOD FLUSH DOOR BARN STYLE DOOR. TRACK WIDTH : 10' 2''

16 17 18 19 20

EXTERIOR FOUR PANEL SLIDING GLASS DOOR XXXX

30" x 96"

TBD

TWO PANEL BIFORD DOOR INTERIOR SOLID CORE WOOD FLUSH DOOR EXTERIOR SINGLE PANEL FRENCH DOOR WITH 36" SIDELIGHT

21 22 23 24 25 26 27 28 29

LOUVERED FOUR PANEL BIFOLD DOOR SIX PANEL SLIDING GLASS DOOR XXOOXX

GLASS

FRAMELESS GLASS DOOR SELECTED BY OWNER. SEE GLAZING IN HAZARDOUS LOCATION NOTE BELOW.

GLASS

FRAMELESS GLASS DOOR SELECTED BY OWNER. SEE GLAZING IN HAZARDOUS LOCATION NOTE BELOW.

30 31 32 33

34 35 36 37 38 39 40

SIZE: W x H

DESCRIPTION

160" x 16"

FIXED WINDOW, 5 PANEL 32'' x 16''

72" x 66"

DOUBLE CASEMENT WINDOW, 2 PANEL 36'' x 66''

20" x 34"

CASEMENT WINDOW

20" x 108"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x36", SEE ELEVATION

160'' x 96''

FIXED WINDOW, 5 PANEL 32"x96"

96'' x 96''

FIXED WINDOW, 2 PANEL 48"x96"

144'' x 96''

FIXED WINDOW, 4 PANEL 36"x96"

36'' x 60''

CASEMENT WINDOW

96'' x 16''

FIXED WINDOWS, 3 PANEL 32"x16"

12'' x 96''

FIXED WINDOW

36'' x 80''

FIXED WINDOW WITH FROSTED PRIVACY GLASS.

20" x 81"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x27", SEE ELEVATION

20" x 114"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x38", SEE ELEVATION

20" x 102"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x34, SEE ELEVATION

20" x 102"

CASEMENT WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x34, SEE ELEVATION

41 42 43 44 45 46 NOTES

WINDOW SCHEDULE

NOTES

A 301

4' - 0"

7 5

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

9'-6" CEILING

SLOP E 1/4 PER " FOOT

28' - 4 3/4" 26

KITCHEN

INSTALL NEW 6' WOOD FENCE STAINED TO MATCH IPE. INSTALL NEW HORIZONTAL IPE WOOD FENCE AND/OR GATE. INSTALL NEW STEEL RETAINING PLATE TO SERVE AS LANDSCAPE EDGING. STEEL RETAINING PLATE SHALL MATCH RETAINING PLATE FOR EARTH FORMED STEPS. INSTALL NEW DOWNSPOUT WITH CONCRETE SPLASH BLOCK. INSTALL A/C MINI-SPLIT AHU ABOVE, SEE MECHANICAL DRAWINGS. PROVIDE ATTIC ACCESS SERVING MINISPLIT AHU, COORDINATE EXACT SIZE OF ACCESS PANEL WITH DIMENSION OF UNIT, SEE AHU SCHEDULE. INSTALL NEW HORIZONTAL EXTERIOR SIDING ON PT 1x FURING STRIPS AT 16 O.C. SEE EAST ELEVATION SHEET A201. INSTALL NEW UNDERGROUND ELECTRICAL SERVICE, ELECTRICAL METER. SEE ELECTRICAL DRAWINGS. INSTALL NEW UNDERGROUND NATURAL GAS SERVICE AND GAS METER. SEE PLUMBING DRAWINGS.. INSTALL NEW STEEL COLUMN. SEE STRUCTURAL DRAWINGS. INSTALL NEW NATURAL GAS FIRE PLACE AND EXHAUST. SEE MEP DRAWINGS. INSTALL NEW KITCHEN CABINETS, COUNTER TOPS, ISLANDS, PLUMBING FIXTURES, ELECTRICAL APPLIANCES, KITCHEN EXHAUST HOOD, AND FINISHES. NEW KITCHEN EXHUAST SYSTEM SHALL BE 400 CFM MAXIMUM. SEE MEP DRAWINGS AND CABINET SHOP DRAWINGS. INSTALL NEW FLOOR MOUNTED ELECTRIC TOILET & TOILET PAPER ACCESSORY SELECTED BY OWNER. INSTALL NEW DOUBLE VANITY SELECTED BY OWNER. INSTALL NEW MIRROR & COAT HOOK/TOWEL BARS SELECTED BY OWNER. INSTALL NEW 4" RECESSED SHOWER, SHOWER HEAD, HAND HELD SPRAY WITH DIVERTER, & CONTROL VALVE. INSTALL NEW RAIN SHOWER HEAD WITH SEPERATE CONTROL VALVE. INSTALL NEW SLOPED SHOWER FLOOR FINISH & DRAINS TO SERVE SHOWER AND TUB OVERFLOW. SLOPE FLOOR IN DIRECTION INDICATED, SLOPE SHALL BE 1/8" PER FOOT MINIMUM. INSTALL NEW BATHTUB AND FLOOR MOUNTED FAUCET WITH HAND HELD SHOWER AND DIVERTER VALVE. INSTALL NEW SHOWER FINISHES SELECTED BY OWNER. INSTALL NEW CLOSET STORAGE SYSTEM SELECTED BY OWNER. INSTALL NEW RECESSED ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS. INSTALL NEW CABINETRY, COUNTER TOP, SINK, FAUCET, WASHING MACHINE, GAS DRYER, & DRYER EXHAUST. INSTALL NEW A/C AHU SERVING SECOND HABITABLE LEVEL & ROOF TERRACE LEVEL. COORDINATE CONCRETE SLAB PENETRATION FOR DUCT WORK ABOVE SERVING ROOF TERRACE LEVEL. COORDINATE CONCRETE SLAB PENETRATION SLEEVES BELOW TO ACCOMODATE CONDENSATE & FREON RISERS. SEE MECHANICAL & STRUCTURAL DRAWINGS. INSTALL NEW A/C AHU SERVING FIRST HABITABLE LEVEL. COORDINATE CONCRETE SLAB PENETRATION BELOW FOR DUCT WORK. COORDINATE CONCRETE SLAB PENETRATION SLEEVES BELOW TO ACCOMODATE CONDENSATE & FREON RISERS. SEE MECHANICAL & STRUCTURAL DRAWINGS. COORDINATE 45 DEGREE JOG IN PARTITION WALL TO ACCOMODATE ELEVATOR DOOR SWING. MAINTAIN MINIMUM TOILET FIXTURE CLEARANCE OF 1'-9" MINIMUM FROM FRONT OF TOILET TO FINISH SURFACE OF WALL. INSTALL NEW ELECTRICAL SUB-PANEL. SEE ELECTRICAL DRAWINGS. INSTALL NEW RECESSED ELEVATOR ELECTRICAL DEVICES. COORDINATE WALL FURING TO ACCOMODATE THE LARGEST DEVICE WITH A DEPTH OF APPOXIMATELY 10". SEE ROOF TERRACE INTERIOR ELEVATION 2/A104. INSTALL NEW OUTDOOR SHOWER HEAD, SHOWER CONTROL VALVE, AND SEPERATE HOSE BIB. INSTALL NEW OVER FLOW ROOF SCUPPER AND DOWNSPOUT WITH CONCRETE SPLASH BLOCK. SEE ROOF DRAINAGE CALCULATIONS ON A104. INSTALL NEW STORM DRAIN, SEE DRAINAGE CALCULATIONS ON SHEET A104. COORDINATE SLAB AND WALL PENATRATIONS TO ACCOMADATE STORM SYSTEM PLUMBING, SEE PLUMBING DRAWINGS. INSTALL NEW OUTDOOR BBQ AREA WITH OUTDOOR CABINETS, COUNTER TOP, TOP OF COUNTER TOP SHALL BE 36" FORM FINISHED FLOOR. INSTALL NEW SINK, FAUCET, NATURAL GAS BBQ, UNDER CABINET REFRIDGERATOR, DISHWASHER, AND ICEMAKER. SEE PLUMBING AND ELECTRICAL DRAWINGS. INSTALL NEW OUTDOOR ISLAND CABINET AND COUNTER TOP, TOP OF COUNTER TOP SHALL BE 42" FROM FINISHED FLOOR. INSTALL NEW OVER FLOW STORM DRAIN. SEE PLUMBNING DRAWINGS FOR EXACT LOCATION. INSTALL NEW ROOF PLANTER SYSTEM ON CONCRETE ROOF SLAB. SEE LANDSCAPE DRAWINGS. INSTALL NEW NATURAL GAS FIRE PIT. INSTALL NEW THICKENED PARTITION WALL TO ACCOMODATE MECHANICAL DUCT WORK. COORDINATE CONCRETE SLAB PENETRATION AND WALL STUD SPACING TO ACCOMODATE CONCEALED DUCT WORK IN WALL. SEE MECHANICAL DRAWINGS.

33' - 8"

29' - 8"

EXTERIOR METAL DOOR

TBD

32" x 84"

144" x 96"

INTERIOR SOLID CORE WOOD FLUSH DOOR

6 7

205

DINING ROOM 204

BALCONY 206 1 A 302

TALL CABINET

30 CLOS ET

24 5

7' - 6 1/2"

DN 9'-6" CEILING

OPEN TO BELOW

9' - 1"

A 302

8' - 1 1/2"

BRIDGE

ELEVATOR

8' - 7 7/8" 7

201 15 12

x20 RISERS = 6 15/16"Â± EACH TREADS = 11" EACH

10' - 6" 8' - 1 11/16"

13 5

POWDER RM

203 21

7' - 1 3/8"

A 301

22' - 1 3/4"

FAMILY ROOM

202

No. 1 2

Description VARIANCE DEP REVIEW

Date 12/14/2015 09/23/2016

1. INSTALL NEW FLOORING THOUGH OUT, SELECTED BY OWNER. 2. PAINT WALLS AND CEILING THOUGH OUT. PAINT EXTERIOR WALLS.

9'-6" CEILING

11 15

SLOPE 1/4" PER FOOT

BALCONY 207 15

18' - 0"

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019

23' - 5"

First Habitable Floor Level

First Habitable Floor Plan 1/4" = 1'-0"

2-27-2017

Date

Ian Monday

Drawn by

Scale

1/4" = 1'-0"

2/28/2017 1:41:24 PM

96" x 120"

17' - 3"

EXTERIOR METAL DOOR WITH AUTOMATIC CLOSER

14' - 0"

1 3/4" ALLUM.

1 2 3 4 5

21' - 10"

36" x 84"

EXTERIOR OVERHEAD SECTIONAL GARAGE DOOR

5' - 1"

TBD

REF.

TBD

DESCRIPTION

REF.

216" x 84"

5' - 7"

REMARKS

15' - 3 3/4"

FIN

53' - 2"

THK

5' - 1"

SIZE: WxH

58' - 3"

FLOOR PLAN LEGEND

216" x 84"

TBD

36" x 84"

1 3/4" ALLUM.

96" x 120"

1 3/4" ALLUM.

48" x 84"

24" x 84"

TBD

1 5/8" PAINTED WOOD

144" x 96"

1 3/4" ALLUM.

32" x 84"

1 3/4" ALLUM.

8 9 10 11 12

30" x 84" 32" x 84" 36" x 80" 216" x 96" 144" x 96"

1 5/8" PAINTED WOOD 1 5/8" PAINTED WOOD 1 3/4" ALLUM. 1 3/4" ALLUM. 1 3/4" ALLUM.

30" x 96"

1 5/8" PAINTED WOOD

60" x 84"

TBD

15 16

48" x 84" 32" x 84"

36" x 84"

30" x 80"

TBD

EXTERIOR METAL DOOR WITH AUTOMATIC CLOSER EXTERIOR DOUBLE PANEL GLASS DOOR INTERIOR SOLID CORE WOOD PIVOT DOOR

DESCRIPTION

1 2 3 4 5

6 7 8

INTERIOR SOLID CORE WOOD FLUSH DOOR EXTERIOR FOUR PANEL SLIDING GLASS DOOR OXXO EXTERIOR GLASS DOOR

INSTALL NEW FLOOR MOUNTED ELECTRIC TOILET AND VANITY SELECTED BY OWNER. INSTALL NEW MIRROR, COAT HOOK/TOWEL BAR, & TOILET PAPER ACCESSORY SELECTED BY OWNER.

INTERIOR SOLID CORE WOOD FLUSH DOOR EXTERIOR METAL DOOR EXTERIOR SIX PANEL SLIDING GLASS DOOR OXXXXO

13 14 15

EXTERIOR FOUR PANEL SLIDING GLASS DOOR XXXX INTERIOR SOLID CORE WOOD FLUSH DOOR BARN STYLE DOOR. TRACK WIDTH : 10' 2''

1 5/8" PAINTED WOOD

INTERIOR SOLID CORE WOOD FLUSH DOOR

1 3/4" PAINTED WOOD

TWO PANEL BIFORD DOOR

1 1/8" PAINTED WOOD

INTERIOR SOLID CORE WOOD FLUSH DOOR

PAINTED 1 1/8" WOOD

216" x 96"

1 3/4" ALLUM.

30" x 84"

TBD TBD

16 17 18 19

EXTERIOR SINGLE PANEL FRENCH DOOR WITH 36" SIDELIGHT

21 22 23 24 25 26 27 28 29

LOUVERED FOUR PANEL BIFOLD DOOR SIX PANEL SLIDING GLASS DOOR XXOOXX

GLASS

FRAMELESS GLASS DOOR SELECTED BY OWNER. SEE GLAZING IN HAZARDOUS LOCATION NOTE BELOW.

GLASS

FRAMELESS GLASS DOOR SELECTED BY OWNER. SEE GLAZING IN HAZARDOUS LOCATION NOTE BELOW.

30 31 32 33

34 35 36 37 38 39 40

SIZE: W x H

DESCRIPTION

160" x 16"

FIXED WINDOW, 5 PANEL 32'' x 16''

72" x 66"

DOUBLE CASEMENT WINDOW, 2 PANEL 36'' x 66''

20" x 34"

CASEMENT WINDOW

20" x 108"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x36", SEE ELEVATION

160'' x 96''

FIXED WINDOW, 5 PANEL 32"x96"

96'' x 96''

FIXED WINDOW, 2 PANEL 48"x96"

144'' x 96''

FIXED WINDOW, 4 PANEL 36"x96"

36'' x 60''

CASEMENT WINDOW

96'' x 16''

FIXED WINDOWS, 3 PANEL 32"x16"

12'' x 96''

FIXED WINDOW

36'' x 80''

FIXED WINDOW WITH FROSTED PRIVACY GLASS.

20" x 81"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x27", SEE ELEVATION

20" x 114"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x38", SEE ELEVATION

20" x 102"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x34, SEE ELEVATION

20" x 102"

CASEMENT WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x34, SEE ELEVATION

41 42 43 44 45 46 NOTES

WINDOW SCHEDULE

NOTES

29' - 8"

29' - 8" 8

INTERIOR SOLID CORE WOOD FLUSH DOOR

FOUR PANEL BIFOLD DOOR

1 3/4" ALLUM.

1 A 301

1 1/8" PAINTED WOOD

48" x 84"

NOTES

EXTERIOR OVERHEAD SECTIONAL GARAGE DOOR

REMARKS

7 BATHTUB

21 5

SLOPE

309

310

RAIN SHOWER HEAD ABOVE

CLOSET

MASTER BATHROOM

MASTER BEDROOM 308

CLOSET

312

6' - 2"

3' - 6"

SLOP E PER F 1/4" OOT

8'-0" CEILING 30 C L

SLOPE

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

7 8'-11" CEILING

5' - 0"

FIN

5' - 0"

THK

5' - 11"

14' - 1"

A 302 27W.C.

311

8'-0" CEILING

8 24

7'-9" CEILING

8'-6" CEILING 8'-11" CEILING

15 2 9' - 1"

A 302

7' - 1 7/8" 14

ELEVATOR

6 7

15 12

SLOP E PER F 1/4" OOT

x20 RISERS = 6 15/16"Â± EACH TREADS = 11" EACH

22' - 0"

UP 4

8'-11" CEILING

24 31

SLOPE

MECHANICAL 303 A/C 33

LAUNDRY W

24 27

A/C 34

BATH

304

307 20

HALL

8'-11" CEILING

5' - 0" 30

No. 1 2

5 8'-11" CEILING

8'-11" CEILING 11' - 9 3/8"

Description VARIANCE DEP REVIEW

Date 12/14/2015 09/23/2016

9' - 8 3/4"

BEDROOM

305

A 301

FLOOR DRAIN TO CONTINUE SCUPPER DOWN SPOUT 2

2' - 6"

1. INSTALL NEW FLOORING THOUGH OUT, SELECTED BY OWNER. 2. PAINT WALLS AND CEILING THOUGH OUT. PAINT EXTERIOR WALLS.

SLOP E PER F 1/4" OOT

302 3' - 0"

SIZE: WxH

2' - 0"

FLOOR PLAN LEGEND

306 7

7 1

SLOPE 1/4" PER FOOT

BALCONY 313

A 304 15 SLOPE 1/4" PER FOOT

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019

Second Habitable Floor Plan 1/4" = 1'-0"

Second Habitable Floor Level 2-27-2017

Date

Ian Monday

Drawn by

Scale

1/4" = 1'-0"

2/28/2017 1:41:24 PM

DOOR SCHEDULE

32' - 2 7/8"

1 5/8" PAINTED WOOD

INTERIOR SOLID CORE WOOD FLUSH DOOR

36" x 80"

1 3/4" ALLUM.

216" x 96"

1 3/4" ALLUM.

144" x 96"

1 3/4" ALLUM.

EXTERIOR METAL DOOR EXTERIOR SIX PANEL SLIDING GLASS DOOR OXXXXO

30" x 96"

60" x 84"

TBD

48" x 84"

1 1/8" PAINTED WOOD

FOUR PANEL BIFOLD DOOR

32" x 84"

1 5/8" PAINTED WOOD

INTERIOR SOLID CORE WOOD FLUSH DOOR

36" x 84"

1 3/4" PAINTED WOOD

30" x 80"

TBD

1 1/8" PAINTED WOOD

30" x 80"

48" x 84"

PAINTED 1 1/8" WOOD

216" x 96"

1 3/4" ALLUM.

30" x 84"

NOTES

1 3/4" ALLUM.

INTERIOR SOLID CORE WOOD FLUSH DOOR BARN STYLE DOOR. TRACK WIDTH : 10' 2''

TWO PANEL BIFORD DOOR INTERIOR SOLID CORE WOOD FLUSH DOOR EXTERIOR SINGLE PANEL FRENCH DOOR WITH 36" SIDELIGHT LOUVERED FOUR PANEL BIFOLD DOOR SIX PANEL SLIDING GLASS DOOR XXOOXX

TBD

GLASS

FRAMELESS GLASS DOOR SELECTED BY OWNER. SEE GLAZING IN HAZARDOUS LOCATION NOTE BELOW.

TBD

GLASS

FRAMELESS GLASS DOOR SELECTED BY OWNER. SEE GLAZING IN HAZARDOUS LOCATION NOTE BELOW.

WINDOW SCHEDULE #

SIZE: W x H

160" x 16"

FIXED WINDOW, 5 PANEL 32'' x 16''

72" x 66"

DOUBLE CASEMENT WINDOW, 2 PANEL 36'' x 66''

20" x 34"

CASEMENT WINDOW

20" x 108"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x36", SEE ELEVATION

160'' x 96''

FIXED WINDOW, 5 PANEL 32"x96"

96'' x 96''

FIXED WINDOW, 2 PANEL 48"x96"

144'' x 96''

FIXED WINDOW, 4 PANEL 36"x96"

36'' x 60''

CASEMENT WINDOW

96'' x 16''

FIXED WINDOWS, 3 PANEL 32"x16"

12'' x 96''

FIXED WINDOW

36'' x 80''

FIXED WINDOW WITH FROSTED PRIVACY GLASS.

20" x 81"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x27", SEE ELEVATION

20" x 114"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x38", SEE ELEVATION

20" x 102"

FIXED WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x34, SEE ELEVATION

20" x 102"

CASEMENT WINDOW, 3 PANEL VERTICLE ARRANGEMENT 20"x34, SEE ELEVATION

NOTES

13 14 15

EXTERIOR FOUR PANEL SLIDING GLASS DOOR XXXX

1 5/8" PAINTED WOOD

DESCRIPTION

SLOPE

A 302

1' - 6"

40 38 HB 15

16 17 18

INSTALL NEW 6' WOOD FENCE STAINED TO MATCH IPE. INSTALL NEW HORIZONTAL IPE WOOD FENCE AND/OR GATE. INSTALL NEW STEEL RETAINING PLATE TO SERVE AS LANDSCAPE EDGING. STEEL RETAINING PLATE SHALL MATCH RETAINING PLATE FOR EARTH FORMED STEPS. 19 INSTALL NEW DOWNSPOUT WITH CONCRETE SPLASH BLOCK. INSTALL A/C MINI-SPLIT AHU ABOVE, SEE MECHANICAL DRAWINGS. PROVIDE ATTIC ACCESS SERVING MINI20 SPLIT AHU, COORDINATE EXACT SIZE OF ACCESS PANEL WITH DIMENSION OF UNIT, SEE AHU SCHEDULE. INSTALL NEW HORIZONTAL EXTERIOR SIDING ON PT 1x FURING STRIPS AT 16 O.C. SEE EAST ELEVATION SHEET 21 A201. INSTALL NEW UNDERGROUND ELECTRICAL SERVICE, ELECTRICAL METER. SEE ELECTRICAL DRAWINGS. 22 23 INSTALL NEW UNDERGROUND NATURAL GAS SERVICE AND GAS METER. SEE PLUMBING DRAWINGS.. 24 INSTALL NEW STEEL COLUMN. SEE STRUCTURAL DRAWINGS. 25 INSTALL NEW NATURAL GAS FIRE PLACE AND EXHAUST. SEE MEP DRAWINGS. 26 INSTALL NEW KITCHEN CABINETS, COUNTER TOPS, ISLANDS, PLUMBING FIXTURES, ELECTRICAL APPLIANCES, KITCHEN EXHAUST HOOD, AND FINISHES. NEW KITCHEN EXHUAST SYSTEM SHALL BE 400 CFM MAXIMUM. SEE MEP DRAWINGS AND CABINET SHOP DRAWINGS. 27 INSTALL NEW FLOOR MOUNTED ELECTRIC TOILET & TOILET PAPER ACCESSORY SELECTED BY OWNER. 28 INSTALL NEW DOUBLE VANITY SELECTED BY OWNER. INSTALL NEW MIRROR & COAT HOOK/TOWEL BARS SELECTED BY OWNER. 29 INSTALL NEW 4" RECESSED SHOWER, SHOWER HEAD, HAND HELD SPRAY WITH DIVERTER, & CONTROL VALVE. INSTALL NEW RAIN SHOWER HEAD WITH SEPERATE CONTROL VALVE. INSTALL NEW SLOPED SHOWER FLOOR FINISH & DRAINS TO SERVE SHOWER AND TUB OVERFLOW. SLOPE FLOOR IN DIRECTION INDICATED, SLOPE SHALL BE 1/8" PER FOOT MINIMUM. INSTALL NEW BATHTUB AND FLOOR MOUNTED FAUCET WITH HAND HELD SHOWER AND DIVERTER VALVE. INSTALL NEW SHOWER FINISHES SELECTED BY OWNER. 30 INSTALL NEW CLOSET STORAGE SYSTEM SELECTED BY OWNER. 31 INSTALL NEW RECESSED ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS. 32 INSTALL NEW CABINETRY, COUNTER TOP, SINK, FAUCET, WASHING MACHINE, GAS DRYER, & DRYER EXHAUST. INSTALL NEW A/C AHU SERVING SECOND HABITABLE LEVEL & ROOF TERRACE LEVEL. COORDINATE CONCRETE SLAB 33 PENETRATION FOR DUCT WORK ABOVE SERVING ROOF TERRACE LEVEL. COORDINATE CONCRETE SLAB PENETRATION SLEEVES BELOW TO ACCOMODATE CONDENSATE & FREON RISERS. SEE MECHANICAL & STRUCTURAL DRAWINGS. INSTALL NEW A/C AHU SERVING FIRST HABITABLE LEVEL. COORDINATE CONCRETE SLAB PENETRATION BELOW 34 FOR DUCT WORK. COORDINATE CONCRETE SLAB PENETRATION SLEEVES BELOW TO ACCOMODATE CONDENSATE & FREON RISERS. SEE MECHANICAL & STRUCTURAL DRAWINGS. COORDINATE 45 DEGREE JOG IN PARTITION WALL TO ACCOMODATE ELEVATOR DOOR SWING. MAINTAIN 35 MINIMUM TOILET FIXTURE CLEARANCE OF 1'-9" MINIMUM FROM FRONT OF TOILET TO FINISH SURFACE OF WALL. 36 INSTALL NEW ELECTRICAL SUB-PANEL. SEE ELECTRICAL DRAWINGS. INSTALL NEW RECESSED ELEVATOR ELECTRICAL DEVICES. COORDINATE WALL FURING TO ACCOMODATE THE 37 LARGEST DEVICE WITH A DEPTH OF APPOXIMATELY 10". SEE ROOF TERRACE INTERIOR ELEVATION 2/A104. 38 INSTALL NEW OUTDOOR SHOWER HEAD, SHOWER CONTROL VALVE, AND SEPERATE HOSE BIB. 39 INSTALL NEW OVER FLOW ROOF SCUPPER AND DOWNSPOUT WITH CONCRETE SPLASH BLOCK. SEE ROOF DRAINAGE CALCULATIONS ON A104. 40 INSTALL NEW STORM DRAIN, SEE DRAINAGE CALCULATIONS ON SHEET A104. COORDINATE SLAB AND WALL PENATRATIONS TO ACCOMADATE STORM SYSTEM PLUMBING, SEE PLUMBING DRAWINGS. INSTALL NEW OUTDOOR BBQ AREA WITH OUTDOOR CABINETS, COUNTER TOP, TOP OF COUNTER TOP SHALL BE 36" 41 FORM FINISHED FLOOR. INSTALL NEW SINK, FAUCET, NATURAL GAS BBQ, UNDER CABINET REFRIDGERATOR, DISHWASHER, AND ICEMAKER. SEE PLUMBING AND ELECTRICAL DRAWINGS. 42 INSTALL NEW OUTDOOR ISLAND CABINET AND COUNTER TOP, TOP OF COUNTER TOP SHALL BE 42" FROM FINISHED FLOOR. 43 INSTALL NEW OVER FLOW STORM DRAIN. SEE PLUMBNING DRAWINGS FOR EXACT LOCATION. 44 INSTALL NEW ROOF PLANTER SYSTEM ON CONCRETE ROOF SLAB. SEE LANDSCAPE DRAWINGS. 45 INSTALL NEW NATURAL GAS FIRE PIT. INSTALL NEW THICKENED PARTITION WALL TO ACCOMODATE MECHANICAL DUCT WORK. COORDINATE CONCRETE 46 SLAB PENETRATION AND WALL STUD SPACING TO ACCOMODATE CONCEALED DUCT WORK IN WALL. SEE MECHANICAL DRAWINGS.

SLOPE

33' - 6"

37 7' - 11 3/4"

8' - 5 3/8"

ROOF STORAGE 15

404

401

8'-0" CEILING

A 302

7'-8" CEILING

ELEVATOR

DOWN SPOUT FROM ABOVE

ROOF TERRACE

33' - 0"

18 15

0' - 7 1/2" BEAM

0' - 8"

7'-8" CEILING

402 1' - 6 5/8" 1' - 3"

Powder Rm 11

1' - 3"

5 ICE

R 41

8' - 6 3/8"

42 39 2' - 0" 2' - 0 3/8"

SLOPE

9' - 0"

2' - 0 3/8"

ROOF TERRACE 403

2 SLOPE

SLOPE 4' - 3"

A 301

2' - 10"

No. 45

FIRE PIT

SLOPE 40 EQ 39

1. INSTALL NEW FLOORING THOUGH OUT, SELECTED BY OWNER. 2. PAINT WALLS AND CEILING THOUGH OUT. PAINT EXTERIOR WALLS.

1 2

Description

Date 12/14/2015 09/23/2016

VARIANCE DEP REVIEW

N 18' - 4"

5' - 1" 23' - 5"

1' - 9 1/2"

RECESSED ELEVATOR LIGHTING ELECTRICAL DISCONNECT

Roof Terrace Plan 1/4" = 1'-0"

RECESSED ELEVATOR ELECTRICAL DISCONNECT

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019

RECESSED ELEVATOR CONTROL PANEL

RECESSED ELEVATOR BATTERY BACKUP

ROOF TERRACE DRAINAGE CALCULATION & SCUPPER SIZES HORIZONTAL AREA OF ROOF:

1076 SQ FT

VERTICAL AREA OF PARAPETS: (196' x 1'-6" = 294 SQ FT) (294 SQ FT / 2 = 147 SQ FT)

147 SQ FT

TOTAL ZONE AREA: (1076 + 147 = 1223)

1,223 SQ FT

1223 SQ FT / 7 STORM DRAINS = SIZE OF STORM DRAINS & PIPES:

175 SQ FT / STORM DRAIN (x7) 3" DIA. STORM DRAIN PIPE

1223 SQ FT / 7 OVERFLOW SCUPPERS = SIZE OF OVERFLOW SCUPPERS:

175 SQ FT / SCUPPER (x7) 4"x4" OVERFLOW SCUPPER

RECESSED ELECTRICAL SUB-PANEL

Roof Terrace Level 2-27-2017

Date

A 104

*Based on 5 inches per hour rainfall rate. Overflow scupper calculations base on 2" head.

Ian Monday

Drawn by

Roof Terrace Level (44.00 NAVD) (45.58 NGVD) 33' - 0"

Roof Terrace Interior Elevation - Elect. Loc. 1/2" = 1'-0"

Scale

As indicated

2/28/2017 1:41:25 PM

SLOPE

32" x 84"

SLOPE

INTERIOR SOLID CORE WOOD FLUSH DOOR

SLOPE

1 5/8" PAINTED WOOD

INSTALL NEW FLOOR MOUNTED ELECTRIC TOILET AND VANITY SELECTED BY OWNER. INSTALL NEW MIRROR, COAT HOOK/TOWEL BAR, & TOILET PAPER ACCESSORY SELECTED BY OWNER.

LANDSCAPE (GARDEN) (25.5 sq ft)

30" x 84"

7' - 8"

EXTERIOR GLASS DOOR

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

15' - 2"

1 3/4" ALLUM.

SLOPE

32" x 84"

EXTERIOR FOUR PANEL SLIDING GLASS DOOR OXXO

SLOPE

1 3/4" ALLUM.

MIN.

144" x 96"

INTERIOR SOLID CORE WOOD FLUSH DOOR

SLOPE

OVERFLOW SCUPPER

2' - 0"

1 5/8" PAINTED WOOD

3' - 6"

24" x 84"

2' - 6"

INTERIOR SOLID CORE WOOD PIVOT DOOR

6' - 3/4"

TBD

2' - 6"

TBD

6 7

3' - 0"

48" x 84"

EXTERIOR DOUBLE PANEL GLASS DOOR

ROOF SCUPPER

1' - 9"

1 3/4" ALLUM.

SLOPE

96" x 120"

ROOF SCUPPER

SLOPE

EXTERIOR METAL DOOR WITH AUTOMATIC CLOSER

3' - 2"

1 3/4" ALLUM.

1 2 3 4 5

0' - 8"

36" x 84"

EXTERIOR OVERHEAD SECTIONAL GARAGE DOOR

- 0"

TBD

LANDSCAPE (GARDEN) (12 sq ft) 6'

TBD

DESCRIPTION

16' - 9"

216" x 84"

A 301

15' - 2"

REMARKS

21' - 3"

FIN

53' - 2"

THK

6' - 8" MAXIMUM

SIZE: WxH

NOTES

FLOOR PLAN LEGEND

6' - 0"

DOOR SCHEDULE

1 A 301

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

ROOF TERRACE BELOW

SLOPE

A 302

OVERFLOW SCUPPER

SCUPPER WITH DOWN SPOUT

ROOF TOP DRAINAGE CALCULATION & SCUPPER SIZES HORIZONTAL AREA OF ROOF:

349 SQ FT

VERTICAL AREA OF PARAPETS: (37'-6" x 6" = 18.75 SQ FT) (18.75 SQ FT / 2 = 9.375 SQ FT)

9.375 SQ FT

TOTAL ZONE AREA: (349 + 9.375 = 358.375)

359 SQ FT

359 SQ FT / 1 SCUPPERS = SIZE OF SCUPPERS:

359 SQ FT / SCUPPER (x1) 4" WIDE SCUPPER WITH OPEN TOP.

359 SQ FT /2 OVERFLOW SCUPPERS= SIZE OF OVERFLOW SCUPPERS:

179.5 SQ FT / OVERFLOW SCUPPER (x2) 4" WIDE OVERFLOW SCUPPERS WITH OPEN TOP

A 302

SLOPE 53' - 2"

OVERFLOW SCUPPER

NEW FLAT ROOF

SLOPE

*primary & overflow scupper calculations base on 2" head.

2 A 301

No. 1 2

Description VARIANCE DEP REVIEW

Date 12/14/2015 09/23/2016

ROOF TERRACE BELOW

23' - 5"

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019 Roof Plan 2-27-2017

Date

Ian Monday

Drawn by

A 105

Scale

1/4" = 1'-0"

2/28/2017 1:41:26 PM

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

Upper Roof Level (54.00 NAVD) (55.58 NGVD) 43' - 0" 10' - 0" Elev Bulkhead

STUCCO

TYP. METAL RAILING WITH TOP RAIL WOOD

Roof Terrace Level (44.00 NAVD) (45.58 NGVD) 33' - 0"

STUCCO

Building Height

Second Habitable Floor Level (33.00 NAVD) (34.58 NGVD) 22' - 0"

Description VARIANCE DEP REVIEW

First Habitable Floor Level (21.50 NAVD) (23.08 NGVD) 10' - 6" STUCCO WOOD All walls below are non-loadbearing breakaway walls

6' - 0"

1' - 0"

8' - 0"

10' - 0"

STUCCO

Low Horiz. Structure (18.58 NAVD) (20.0' NGVD) 7' - 6"

Base Flood Elevation & Entry Level (11.00' NAVD) (12.58' NGVD) 0' - 0" Garage Level (8.00 NAVD) (9.58' NGVD) -3' - 0"

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019

Approx Exist. Grade (6.67 NAVD) (8.25' NGVD) -4' - 4"

East Elevation

Design Grade-Top of Grade Beam (4.00 NAVD) (5.6' NGVD) -7' - 0"

2-27-2017

Date

Ian Monday

Drawn by

A 201

Scale

1/4" = 1'-0"

2/28/2017 1:41:30 PM

WOOD

All floors below shall be frangible floors

Date 12/14/2015 09/23/2016

10' - 6"

STUCCO

1' - 4" 1' - 10"

11' - 6"

WOOD

No. 1 2

33' - 0"

WOOD

43' - 0"

11' - 0"

STUCCO

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

Elev Bulkhead

Upper Roof Level (54.00 NAVD) (55.58 NGVD) 43' - 0"

10' - 0"

STUCCO

Typ. Wood Gate

STUCCO

Description VARIANCE DEP REVIEW

First Habitable Floor Level (21.50 NAVD) (23.08 NGVD) 10' - 6" Low Horiz. Structure (18.58 NAVD) (20.0' NGVD) 7' - 6" Min. Utility & Equip. Elev. (13.00' NAVD) (14.58' NGVD) 2' - 0" Base Flood Elevation & Entry Level (11.00' NAVD) (12.58' NGVD) 0' - 0" Garage Level (8.00 NAVD) (9.58' NGVD) -3' - 0"

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019

Approx Exist. Grade (6.67 NAVD) (8.25' NGVD) -4' - 4"

South Elevation

Design Grade-Top of Grade Beam (4.00 NAVD) (5.6' NGVD) -7' - 0"

2-27-2017

Date

Ian Monday

Drawn by

Date 12/14/2015 09/23/2016

A 202

Scale

1/4" = 1'-0"

2/28/2017 1:41:31 PM

All floors below shall be frangible floors

No. 1 2

10' - 6"

All walls below are non-loadbearing breakaway walls

33' - 0" Building Height

11' - 6"

Second Habitable Floor Level (33.00 NAVD) (34.58 NGVD) 22' - 0"

43' - 0"

11' - 0"

Roof Terrace Level (44.00 NAVD) (45.58 NGVD) 33' - 0"

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

0' - 4"

Upper Roof Level (54.00 NAVD) (55.58 NGVD) 43' - 0"

0' - 4"

10' - 0" Elev Bulkhead

0' - 4"

6' - 9"

Typ. Metal railings with top rail wood

Description VARIANCE DEP REVIEW

Date 12/14/2015 09/23/2016

ELEC. METER

0' - 6"

6' - 8"

HW HEATER

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019

Approx Exist. Grade (6.67 NAVD) (8.25' NGVD) -4' - 4" Design Grade-Top of Grade Beam (4.00 NAVD) (5.6' NGVD) -7' - 0"

West Elevation 2-27-2017

Date

Ian Monday

Drawn by

A 203

Scale

1/4" = 1'-0"

2/28/2017 1:41:32 PM

GAS METER

First Habitable Floor Level (21.50 NAVD) (23.08 NGVD) 10' - 6" Low Horiz. Structure (18.58 NAVD) (20.0' NGVD) All walls below are non-loadbearing breakaway walls All floors below shall be frangible floors 7' - 6" Min. Utility & Equip. Elev. (13.00' NAVD) (14.58' NGVD) 2' - 0" Base Flood Elevation & Entry Level (11.00' NAVD) (12.58' NGVD) 0' - 0" Garage Level (8.00 NAVD) (9.58' NGVD) -3' - 0"

10' - 6"

8' - 6"

HW HEATER

4' - 4"

No. 1 2

Typ. Metal railings with top rail wood

(x3) A/C CONDENSING UNITS INSTALL ON METAL RACK MOUNTED TO CANTILEVERED CONCRETE SLAB

WOOD SHOWER ENCLOSURE

33' - 0" Building Height

9' - 6"

STUCCO

11' - 6"

Second Habitable Floor Level (33.00 NAVD) (34.58 NGVD) 22' - 0"

43' - 0"

9' - 0"

11' - 0"

Roof Terrace Level (44.00 NAVD) (45.58 NGVD) 33' - 0"

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

10' - 0" Elev Bulkhead

Upper Roof Level (54.00 NAVD) (55.58 NGVD) 43' - 0"

STUCCO

Roof Terrace Level (44.00 NAVD) (45.58 NGVD) 33' - 0"

33' - 0" Building Height

11' - 6"

Second Habitable Floor Level (33.00 NAVD) (34.58 NGVD) 22' - 0"

43' - 0"

11' - 0"

STUCCO

No. 1 2

Description VARIANCE DEP REVIEW

Date 12/14/2015 09/23/2016

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019

Approx Exist. Grade (6.67 NAVD) (8.25' NGVD) -4' - 4" Design Grade-Top of Grade Beam (4.00 NAVD) (5.6' NGVD) -7' - 0"

North Elevation 2-27-2017

Date

Ian Monday

Drawn by

North Elevation 1/4" = 1'-0"

Scale

1/4" = 1'-0"

2/28/2017 1:41:33 PM

Min. Utility & Equip. Elev. (13.00' NAVD) (14.58' NGVD) 2' - 0" Base Flood Elevation & Entry Level (11.00' NAVD) (12.58' NGVD) 0' - 0" Garage Level (8.00 NAVD) (9.58' NGVD) -3' - 0"

10' - 6"

First Habitable Floor Level (21.50 NAVD) (23.08 NGVD) 10' - 6" Low Horiz. Structure (18.58 NAVD) All walls below are non-loadbearing breakaway walls (20.0' NGVD) 7' - 6" All floors below shall be frangible floors

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

OCEAN

SURF ROAD

PROPERTY LINE

#301 WALNUT ST

PROPERTY LINE

#315 WALNUT ST

PROPERTY LINE

#317 WALNUT ST

#5900 SURF RD

No. 1 2

Date 12/14/2015 09/23/2016

Walnut St. Contextual Street Elevation 1/16" = 1'-0"

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019 Contextual Street Elevation 2-27-2017

Date

Ian Monday

Drawn by

Scale

1/16" = 1'-0"

2/28/2017 1:41:34 PM

Description VARIANCE DEP REVIEW

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

11 A 303

1/4"

1/4" 1'

Powder Rm 402 7' - 8"

ROOF STORAGE 401

10 A 303

BATHROOM

Second Habitable Floor Level (33.00 NAVD) (34.58 NGVD) 22' - 0"

12 A 303

BRIDGE 201

Base Flood Elevation & Entry Level (11.00' NAVD) (12.58' NGVD) 0' - 0"

FOYER 102

10' - 4"

UTILITY EQUIP. MAX HEIGHT FROM FFE

6' - 8"

VARIES

GARAGE

MINIMUM ABOVE BFE FOR ALL UTILITY EQUIP.

8' - 11"

8' - 0"

KITCHEN 205

Description DEP REVIEW

Date 09/23/2016

5 A 303

First Habitable Floor Level (21.50 NAVD) (23.08 NGVD) 10' - 6" Low Horiz. Structure (18.58 NAVD) (20.0' NGVD) 7' - 6"

8 A 303

GARAGE 101

No. 2

6 A 303

FIRE PLACE

First Habitable Floor Level (21.50 NAVD) (23.08 NGVD) 10' - 6" Low Horiz. Structure (18.58 NAVD) (20.0' NGVD) 7' - 6"

2' - 0"

Second Habitable Floor Level (33.00 NAVD) (34.58 NGVD) 22' - 0"

HALL 104

7' - 0"

9' - 6"

FAMILY ROOM 202

EXTERIOR COMPOSITE SIDING FIRE PLACE

CLOSET 309

9 A 303

13 A 303

FAMILY ROOM

CLOSET 312 8' - 6"

HALL 302

8' - 11"

8' - 6"

8' - 11"

BEDROOM 306

9' - 6"

HALL

Roof Terrace Level (44.00 NAVD) (45.58 NGVD) 33' - 0"

8' - 6"

LAUNDRY

FIRE PLACE

7 A 303

3' - 0"

Roof Terrace Level (44.00 NAVD) (45.58 NGVD) 33' - 0"

3' - 6"

14 A 303

Upper Roof Level (54.00 NAVD) (55.58 NGVD) 43' - 0"

7' - 8"

Upper Roof Level (54.00 NAVD) (55.58 NGVD) 43' - 0"

4 A 303

3 A 303

2 A 303

Min. Utility & Equip. Elev. (13.00' NAVD) (14.58' NGVD) 2' - 0" Base Flood Elevation & Entry Level (11.00' NAVD) (12.58' NGVD) 0' - 0" Garage Level (8.00 NAVD) (9.58' NGVD) -3' - 0" Design Grade-Top of Grade Beam (4.00 NAVD) (5.6' NGVD) -7' - 0"

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019 Sections 2-27-2017

Date

Author

Drawn by

Section 2 1/4" = 1'-0"

A 301

Scale

1/4" = 1'-0"

2/28/2017 1:41:37 PM

1 A 303

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

NOTCH CEILING TO ALLOW FOR MINIMUM ELEVATOR CLEARANCE. FLAT ROOF WITH SLOPED RIGID INSULATION.

Roof Terrace Level (44.00 NAVD) (45.58 NGVD) 33' - 0"

MASTER BATHROOM 310

CLOSET 312

MASTER BEDROOM 308

COMPOSITE SIDING ON RECESSED FACADE. TYPICAL.

Upper Roof Level (54.00 NAVD) (55.58 NGVD) 43' - 0"

PROVIDE ADDITIONAL WALL FURRING TO ACCOMODATE LARGEST ELECTRICAL DEVICE. (APPOX. 10" DEEP)

8' - 6"

ROOF STORAGE 401 7' - 8"

MINIMUM FROM FINISHED FLOOR

8' - 0"

Upper Roof Level (54.00 NAVD) (55.58 NGVD) 43' - 0"

Roof Terrace Level (44.00 NAVD) (45.58 NGVD) 33' - 0"

HALL 302

Second Habitable Floor Level (33.00 NAVD) (34.58 NGVD) 22' - 0"

MASTER BEDROOM 308

Second Habitable Floor Level (33.00 NAVD) (34.58 NGVD) 22' - 0" No. 2

KITCHEN 205

HALL 104

STORAGE 105

COMPOSITE SIDING ON RECESSED FACADE. TYPICAL.

Date 09/23/2016

BRIDGE 201 COMPOSITE SIDING ON RECESSED FACADE. TYPICAL.

First Habitable Floor Level (21.50 NAVD) (23.08 NGVD) 10' - 6" Low Horiz. Structure (18.58 NAVD) (20.0' NGVD) 7' - 6"

FOYER 102

COMPOSITE SIDING ON RECESSED FACADE. TYPICAL.

First Habitable Floor Level (21.50 NAVD) (23.08 NGVD) 10' - 6" Low Horiz. Structure (18.58 NAVD) (20.0' NGVD) 7' - 6"

8' - 6"

STORAGE 103

DINING ROOM 204

Description DEP REVIEW

Base Flood Elevation & Entry Level (11.00' NAVD) (12.58' NGVD) 0' - 0"

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019 Sections 2-27-2017

Date

Section 4 1 1/4" = 1'-0"

A 302

Scale

1/4" = 1'-0"

2/28/2017 1:41:38 PM

Ian Monday

Drawn by

Upper Roof Level (54.00 NAVD) (55.58 NGVD) 43' - 0"

COPING CAP CONT. WATERPROOFING SYSTEM WALL AND BASE FLASHING

SPRAY FOAM INSULATION CONCRETE BEAM

CONTINUOUS GYPSUM BOARD CEILING ON LIGHT GA. STL. FRAMING AT 16" O.C. COORDINATE WITH RECESSED ELEVATOR AND WINDOW SHADES.

LOW SLOPED ROOFING WITHOUT TILE CONT. SMOOTH STUCCO

GUARD RAIL, SEE GUARD RAIL DETAIL

LOW SLOPED ROOFING ROOF

Section Detail 1.2-5 3/4" = 1'-0"

GYPSUM BOARD ON CONT. 1X2 P.T. FURRING STRIPS @ MAX. 16" O.C. WITH CONT. MIN. R-4.1 FOIL INSULATION. BASE TRIM SELECTED BY OWNER.

ROOF SCUPPERS BEYOND COPING CAP

GYPSUM BOARD ON CONT. 1X2 P.T. FURRING STRIPS @ MAX. 16" O.C. WITH CONT. MIN. R-4.1 FOIL INSULATION. LOW SLOPED ROOFING: FLOOR TILE OVER WATERPROOFING SYSTEM OVER RIGID INSULATION SLOPED 1/4" PER FOOT TO ROOF DRAINS.

CABINET

CONT. WATERPROOFING SYSTEM LAP MIN 12"

Roof Terrace Level (44.00 NAVD) (45.58 NGVD) 33' - 0"

SPRAY FOAM INSULATION FOIL INSULATION CONCRETE BEAMS

SMOOTH STUCCO SLOPE

LOW SLOPED ROOFING

STRUCTURAL CONCRETE SLAB

Roof Terrace Level (44.00 NAVD) (45.58 NGVD) 33' - 0"

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

COPING CAP.

1' - 4"

CONT. SMOOTH STUCCO

1' - 11 1/2"

1x2 FIRE STOP

3' - 0"

SURFACE MOUNTED OUTDOOR LIGHT FIXTURE

INSTALL 36" HIGH GUARD RAIL SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE AND SHALL RESIST A SINGLE CONCENTRATED LOAD OF 200 LBS. IN ANY DIRECTION AT ANY POINT ALONG THE TOP, AND SHALL TRANSFER THIS LOAD THROUGH THE SUPPORT STRUCTURE.

Roof Terrace Level (44.00 NAVD) (45.58 NGVD) 33' - 0" CONCRETE BEAM

OUTDOOR RECESSED LIGHT FIXTURE

CONTINUOUS GYPSUM BOARD CEILING ON LIGHT GA. STL. FRAMING AT 16" O.C. COORDINATE WITH RECESSED ELECTRIC WINDOW SHADE

LIGHT GAGE MTL CEILING JOIST WITH METAL LATHE AND SMOOTH STUCCO FINISH

OPEN CELL SPRAY FOAM INSULATION.

SPRAY FOAM INSULATION STEEL BEAM

R-4.1 FOIL INSULATION.

FINISHED FLOOR SELECTED BY OWNER

CONT. SMOOTH STUCCO

STEAL BEAM

RECESSED ELECTRIC WINDOW SHADE WITH COVER GYPSUM BOARD ON CONT. 1X2 P.T. FURRING STRIPS @ MAX. 16" O.C. WITH CONT. MIN. R-4.1 FOIL INSULATION. EXTERIOR HORIZONTAL SIDING ON PT 1x FURRING STRIPS AT 16" O.C. MAX. OVER WEATHER RESISTANT BARRIER FLASHING

PT 1x3 FURING STRIP

CONTINUOUS GYPSUM BOARD CEILING ON LIGHT GA. STL. FRAMING AT 16" O.C. COORDINATE WITH RECESSED ELEVATOR AND WINDOW SHADES.

INSTALL 5/8" GYPSUM BOARD CEILING ON LIGHT GA. STL. FRAMING AT 16" O.C.

GYPSUM BOARD ON CONT.PT 1x2 FURING STRIP FENESTRATION FRAME

Wall Section 1.3-5 14 3/4" = 1'-0"

EXTERIOR WALLS: INSTALL 5/8" PAINTED STUCCO ON C.B.S. WALL. FINISH INTERIOR WITH 1/2" GYPSUM BOARD ON CONT. 1X2 P.T. FURRING STRIPS @ MAX. 16" O.C. WITH CONT. MINIMUM R-4.1 FOIL INSULATION.

Section Detail 1.2-4 10 3/4" = 1'-0"

Section Detail 1.1-4 3/4" = 1'-0"

GUARD RAIL, SEE GUARD RAIL DETAIL FINISHED FLOOR SELECTED BY OWNER

BASE TRIM FINISHED FLOOR SELECTED BY OWNER

FLOOR FINISH SELECTED BY OWNER.

CONCRETE BEAM

STRUCTURAL CONCRETE SLAB

CONCRETE BEAM

STUCCO MID-BAND WEEP SCREED. SEE DETAIL ON SHEET A304 SPRAY FOAM INSULATION CONT. FOIL INSULATION

CONTINUOUS GYPSUM BOARD CEILING ON LIGHT GA. STL. FRAMING AT 16" O.C. COORDINATE WITH RECESSED ELECTRIC WINDOW SHADE

CONCRETE BEAM GYPSUM BOARD ON CONT. 1X2 P.T. FURRING STRIPS @ MAX. 16" O.C. WITH CONT. MIN. R-4.1 FOIL INSULATION.

Wall Section 1.3-4 3/4" = 1'-0"

Second Habitable Floor Level (33.00 NAVD) (34.58 NGVD) 22' - 0"

Second Habitable Floor Level (33.00 NAVD) (34.58 NGVD) 22' - 0" EXTERIOR WALLS: INSTALL 5/8" PAINTED STUCCO ON C.B.S. WALL. FINISH INTERIOR WITH 1/2" GYPSUM BOARD ON CONT. 1X2 P.T. FURRING STRIPS @ MAX. 16" O.C. WITH CONT. MINIMUM R-4.1 FOIL INSULATION.

R-4.1 FOIL INSULATION. INSTALL 5/8" GYPSUM BOARD CEILING ON LIGHT GA. STL. FRAMING AT 16" O.C.

CONTINUOUS GYPSUM BOARD CEILING ON LIGHT GA. STL. FRAMING AT 16" O.C. COORDINATE WITH RECESSED ELECTRIC WINDOW SHADE

RECESSED ELECTRIC WINDOW SHADE WITH COVER

CABINET

Section Detail 1.2-3 3/4" = 1'-0"

Section Detail 1.1-3 3/4" = 1'-0"

No.

GUARD RAIL, SEE GUARD RAIL DETAIL FLOOR FINISH SELECTED BY OWNER.

SLOPED FLOOR TILE SMOOTH STUCCO CONCRETE BEAM FINISHED FLOOR SELECTED BY OWNER

First Habitable Floor Level (21.50 NAVD) (23.08 NGVD) 10' - 6"

SPRAY FOAM INSULATION CONTINUOUS GYPSUM BOARD CEILING ON LIGHT GA. STL. FRAMING AT 16" O.C.

BREAK AWAY CONC. MASONRY WALL

Low Horiz. Structure (18.58 NAVD) (20.0' NGVD) 7' - 6"

LIGHT GA. STL. TOP TRACK WITH CONTINUOUS FIRE BLOCKING CONTINUOUS GYPSUM BOARD CEILING ON LIGHT GA. STL. FRAMING AT 16" O.C.

Base Flood Elevation & Entry Level (11.00' NAVD) (12.58' NGVD) 0' - 0" GARAGE DOOR IN BREAK AWAY CONC. MASONRY WALL

Section Detail 1.2-2 3/4" = 1'-0"

ELECTRIC WINDOW SHADE WITH COVER

Base Flood Elevation & Entry Level (11.00' NAVD) (12.58' NGVD) 0' - 0"

CONTINUOUS TYPE-X GYPSUM BOARD ON BOTH SIDES OF 2x8 LIGHT GA. STL. FRAMING AT 16" O.C.WITH INSULATION. SEE 1 HOUR FIRE RATING WALL SECTION. FRANGIBLE CONCRETE SLAB ON GRADE OVER 6 MIL VAPOR BARRIER AND TERMITE TREAT SOIL

BREAK AWAY CONC. MASONRY WALL

EXTERIOR DOOR.

Section Detail 1.1-1 3 3/4" = 1'-0"

C.B.S. STEM WALL ON CONCRETE GRADE BEAM AND AUGER CAST PILE.

Low Horiz. Structure (18.58 NAVD) (20.0' NGVD) 7' - 6"

FLOOR FINISH SELECTED BY OWNER.

FRANGIBLE CONCRETE SLAB ON GRADE OVER 6 MIL VAPOR BARRIER AND TERMITE TREAT SOIL ON GRADE OVER 6 MIL VAPOR BARRIER AND TERMITE TREAT SOIL.

SLOPED FRANGIBLE CONCRETE GARAGESLAB ON GRADE OVER 6 MIL VAPOR BARRIER AND TERMITE TREAT SOIL

Garage Level (8.00 NAVD) (9.58' NGVD) -3' - 0"

EXTERIOR WALLS: INSTALL 5/8" PAINTED STUCCO ON C.B.S. WALL. FINISH INTERIOR WITH 1/2" GYPSUM BOARD ON CONT. 1X2 P.T. FURRING STRIPS @ MAX. 16" O.C. WITH CONT. MINIMUM R-4.1 FOIL INSULATION.

JOINT BETWEEN BREAKAWAY WALL AND FIXED WALL.

Garage Level (8.00 NAVD) (9.58' NGVD) -3' - 0"

C.B.S. STEM WALL ON CONCRETE GRADE BEAM AND AUGER CAST PILE.

Wall Section 1.3-1 2 3/4" = 1'-0"

CLAD PORTION OF CONCRETE BEAM WITH 1/2" GYPSUM BOARD ON 1x P.T. FURRING STRIPS @ MAX. 16" O.C. WITH CONT. MINIMUM R-4.1 FOIL INSULATION

CMU WALL

SLOPED FRANGIBLE CONCRETE GARAGESLAB ON GRADE OVER 6 MIL VAPOR BARRIER AND TERMITE TREAT SOIL

First Habitable Floor Level (21.50 NAVD) (23.08 NGVD) 10' - 6"

INSTALL 5/8" GYPSUM BOARD CEILING ON LIGHT GA. STL. FRAMING AT 16" O.C.

CONTINUOUS TYPE-X GYPSUM BOARD ON BOTH SIDES OF 2x8 LIGHT GA. STL. FRAMING AT 16" O.C. WITH INSULATION. SEE 1 HOUR FIRE RATING WALL SECTION.

Date

CABINET

STRUCTURAL CONCRETE SLAB

R-4.1 FOIL INSULATION.

CONT. VAPOR BARRIER ON WARM GARAGE SIDE OF INSULATION. BASE TRIM SELECTED BY OWNER.

Wall Section 1.3-2 3/4" = 1'-0"

SLOPED CONCRETE DRIVEWAY

SPRAY FOAM INSULATION

CONCRETE COLUMN BEYOND, CLAD WITH TYPE-X GYPSUM BOARD ON PT 1x FURRING STRIPS AT 16" O.C.WITH INSULATION. PAINTED FINISH

CONCRETE BEAM

CONT. VAPOR BARRIER ON WARM GARAGE SIDE OF INSULATION.

CONT. SMOOTH STUCCO

JOINT BETWEEN BREAKAWAY WALL AND FIXED WALL.

First Habitable Floor Level (21.50 NAVD) (23.08 NGVD) 10' - 6"

FINISHED FLOOR SELECTED BY OWNER

Description

Section Detail 1.2-1 3/4" = 1'-0"

PILE & GRADE BEAM FOUNDATION: INSTALL C.B.S. STEM WALL ON CONCRETE GRADE BEAM AND AUGER CAST PILE.

NOTE: SEE STRUCTURAL DRAWINGS FOR ADDITIONAL DETAILS.

Section Detail 1.1-0 3/4" = 1'-0"

Base Flood Elevation & Entry Level (11.00' NAVD) (12.58' NGVD) 0' - 0"

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019

SLOPE FINISHED GRADE AWAY FROM WALL.

Sections

C.B.S. STEM WALL

Design Grade-Top of Grade Beam (4.00 NAVD) (5.6' NGVD) -7' - 0"

2-27-2017

Date

Ian Monday

Drawn by

Scale

3/4" = 1'-0"

2/28/2017 1:41:39 PM

Second Habitable Floor Level (33.00 NAVD) (34.58 NGVD) 22' - 0"

LOW SLOPED ROOFING

DOOR FRAME TO BE FASTENED TO THE STRUCTURE PER MANUF. SPECS, & AS DESCRIBED IN PRODUCT APPROVAL.

FULL BEARING ON SUB STRAIGHT AND FULL WIDTH OF DOOR JAMB

INTERIOR DOOR CASING ACRYLIC CAULKING

1/4" MAX.

GYPSUM WALL BOARD 3/32"

1x PT BUCK

DOOR FRAME TO BE FASTENED TO THE STRUCTURE PER MANUF. SPECS, & AS DESCRIBED IN PRODUCT APPROVAL. 1X CONT. P.T. WOOD SPACER. WIDTH EQUAL TO WIDTH OF WINDOW FRAME. PROVIDE CONT. CAULKING ON EXTERIOR PERIMETER OF SPACER.

WOOD DOOR FRAME JAMB 2x6 P.T. BUCK SET IN SEALANT & SECURED W/ 3 1/2" x 1/4" (MIN.) TAPCONS @ 12" C/C.

DOOR THRESHOLD SET IN BED OF CAULK & FASTENED TO SILL W/ (2) #8 x 1 1/2" SCREWS @ 18" O.C.

PERIMETER CAULKING

WINDOW FRAME TO BE FASTENED TO THE STRUCTURE PER MANUF. SPECS, & AS DESCRIBED IN PRODUCT APPROVAL.

FASTENING OPTIONS: A) 1 1/2" CASE HARDENED COIL NAILS @ 12" O.C., B) 3/16" x 2 1/4" TAPCONS @ 8" FROM EA. END & 16" O.C., C) HILTI DNI47P8 P.A.F. @ 8" FROM EA. END & 16" O.C. MAX.

CONCRETE OR MASONRY

WINDOW FRAME TO BE FASTENED TO THE STRUCTURE PER MANUF. SPECS, & AS DESCRIBED IN PRODUCT APPROVAL.

CONCRETE OR MASONRY

CAULKING

FLOOR COVERING

1-1/2"

PERIMETER CAULKING

EXTERIOR DOOR STUCCO FINISH

CONC. FLOOR SLAB

HINGE

STUCCO FINISH

CAULKING

PERIMETER CAULKING

WINDOW FRAME TO BE FASTENED TO THE STRUCTURE PER MANUF. SPECS, & AS DESCRIBED IN PRODUCT APPROVAL.

STUCCO CONT. P.T. WOOD BUCK WIDTH EQUAL TO WIDTH OF DOOR FRAME. PROVIDE CONT. CAULKING ON EXTERIOR PERIMETER OF BUCK.

REINFORCED MASONRY FILL CELL W/ (1) #5 BAR AND POURED SOLID

1 3/4"

MIN.

2 DOOR JAMB DETAIL

INSTALL NEW (ACTUAL) 1" X 2-1/2" IPE WOOD TOP RAIL WITH 1/4" EASED EDGES AND 3/4" BEVEL AT BOTTOM END. MOUNT TO 3/16" POLISHED STAINLESS STEEL PLATE WELDED TO EACH POST. GRIND AND POLISH WELDS.

1X CONT. P.T. WOOD SPACER. WIDTH EQUAL TO WIDTH OF WINDOW FRAME. PROVIDE CONT. CAULKING ON EXTERIOR PERIMETER OF SPACER.

GYPSUM WALLBOARD

WOOD BRICK MOLDING

1 DOOR SILL DETAIL

DRYWALL BOARD

* WINDOW FRAMES TO BE CAULKED FULLY TO THE WOOD WINDOW SPACERS, WHICH IN TURN SHALL BE CAULKED TO THE WALL.

3 WINDOW HEAD DETAIL

CEILING SYSTEM

FASTENING OPTIONS: A) 1 1/2" CASE HARDENED COIL NAILS @ 12" O.C., B) 3/16" x 2 1/4" TAPCONS @ 8" FROM EA. END & 16" O.C., C) HILTI DNI47P8 P.A.F. @ 8" FROM EA. END & 16" O.C. MAX.

CAULKING

GARAGE VENTILATION CALCULATION A = Q/V WHERE: Q = FLOW RATE (C.F.M.) V = ESTIMATED AIR SPEED (FT./MIN.) *** A = OPENING AREA (S.F.)

5/8" GYPSUM BOARD

CONTINOUS BASEBOARD SELECTED BY OWNER

INSTALL NEW 3/4"X3/4" STEEL RAILS PAINTED BLACK. GUARDRAIL SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE AND SHALL RESIST A SINGLE CONCENTRATED LOAD OF 200 LBS. IN ANY DIRECTION AT ANY POINT ALONG THE TOP ADN SHALL TRANSFER THIS LOAD THROUGH THE SUPPORT STRUCTURE. INSTALL NEW 2X2 COLUMN PAINTED BLACK. SEE STRUCTURAL DRAWINGS. INSTALL NEW CONCRETE WALL.

VARIES

2x4 GA. BOTTOM METAL TRACK WITH 0.145 DIA. P.A.F. @ 24" 0.C. INTO CONC. SLAB

4" TYP

25 GA. METAL STUDS @ 16" 0.C.

0NE (1) LAYER 1/2" THK. GYPSUM BOARD EACH FACE OF STUD DRYWALL SCREWS ACCORDING TO GA 216-00 "APPLICATIONS & FINISHING OF GYPSUM BOARD".

SEE STRUCTURAL DRAWINGS FOR STEEL STRINGER SPECIFICATIONS.

NOTE: SEE FLOOR PLAN NOTES FORGENERAL GUARDRAIL REQUIREMENTS.

PRECAST OR POURED SILL

5 WINDOW SILL DETAIL

4 WINDOW JAMB DETAIL

25 GA. TOP METAL TRACK

3' - 0"

36" MIN.

INSTALL NEW POSTS AT 48" O.C., 1-3/4" X 3/16" WALL THICKNESS SQUARE TUBE POLISHED STAINLESS STEEL WITH END CAPS WELDED, GROUND AND POLISHED. FASTEN TO STEEL STRINGER WITH (3) 1/4" STAINLESS STEEL THRU BOLTS. FASTEN TO WOOD TRUSSES WITH (3) 1/4" X 4-1/2" STAINLESS STEEL LAG BOLTS.

www.SQ-1.net 5450 Griffin Rd. -Suite A- Davie, FL 33314 AA26001846 :: John N. Garra :: AR92545 954-861-0852

DRYWALL BOARD * WINDOW FRAMES TO BE CAULKED FULLY TO THE WOOD WINDOW SPACERS, WHICH IN TURN SHALL BE CAULKED TO THE WALL.

INSTALL 5/4 X 3 S4S IPE WOOD TOP RAIL. INSTALL NEW 5/8" SQUARE STEEL TUBE.

DRYWALL BOARD

PERIMETER CAULKING

Q = 200 C.F.M. (100 C.F.M. X 2 CARS) V = 540 FT./MIN. (APPROX. 6 M.P.H.) REQUIRED VENT AREA: A = 200 C.F.M. / 540 FT./MIN = 0.38 S.F. REQUIRED PROVIDED VENT AREA: A = THREE 16" X 16" OPENINGS = 3.375 S.F. PROVIDED

16"x16" CONCRETE VENT SMOOTH STUCCO OVER BLOCK WALL

*** NOTE: WIND SPEED DATA OBTAINED FROM NATIONAL OCEANOGRAPHIC AND ATMOSPHERIC ASSOCIATION USING THE LOWEST AVG. WIND SPEED FOR THE SUMMER MONTHS.

GARAGE FLOOD VENTILATION CALCULATION VENT AREA: 1 SQUARE INCH PER SQUARE FOOT OF GARAGE/STORAGE FLOOR SPACE.

FINISHED FLOOR LEVEL

GARAGE/STORAGE AREA: 465 SQUARE FEET VENT AREA REQUIRED:465 SQUARE INCHES

6 STAIR CASE GUARD RAIL DETAIL

7 TYPICAL WALL PARTITION DETAIL

8 EXTERIOR GUARDRAIL ON CONCRETE WALL DETAIL

9 GARAGE VENT SILL DETAIL

VENT AREA PROVIDED: (2) 16"X16" VENTS 486 SQUARE INCHES

No.

5/8" PLYWOOD OR RIGID BACKING.

1/2" GYPSUM WALLBOARD - MINIMUM 22" x 36" 24 GA. MTL FLANGE MOULDING

Attic Access Detail Scale: N.T.S.

3' - 0"

Date

INSTALL 5/4 X 3 S4S IPE WOOD TOP RAIL. 4" TYP

LT GAGE METAL CEILING JOIST

FIRST HABITABLE LEVEL INTERIOR BRIDGE, EAST SIDE, GUARD RAIL SHALL BE SELECTED BY OWNER. GUARD RAIL SHALL REJECT 4" SPHERE AND RESIST A LOAD OF 50LBS PER LINIER FOOR AND CONCENTRATED LOAD OF 200 LBS APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP AND SHALL TRANSFER THIS LOAD THROUGHTHE SUPPORT STRUCTURE. BALUSTERS (IF APPLICABLE) SHALL RESIST A UNIFORM HORIZONTAL LOAD OF 25 LBS MINIMUM OVER GROSS AREA OF GUARD PER FBC 1618.4.5. BOTTOM RAIL (IF APPLICACABLE) SHALL MEET FBC R312.3.

3' - 0"

2'-0"

Description

INSTALL NEW 3/4"X3/4" STEEL RAILS PAINTED BLACK. GUARDRAIL SHALL NOT ALLOW THE PASSAGE OF A 4" SPHERE AND SHALL RESIST A SINGLE CONCENTRATED LOAD OF 200 LBS. IN ANY DIRECTION AT ANY POINT ALONG THE TOP AND SHALL TRANSFER THIS LOAD THROUGHTHE SUPPORT STRUCTURE. INSTALL NEW 2X2 COLUMN PAINTED BLACK. SEE STRUCTURAL DRAWINGS.

FINISHED FLOOR TOP OF CONC. SLAB FIRST HABITABLE LEVEL

11 INTERIOR BRIDGE GUARDRAIL DETAIL

FINISHED FLOOR TOP OF CONC. SLAB VARIOUS LEVELS

12 EXTERIOR BALCONY GUARDRAIL DETAIL

TILE FINISH TILE SETTING BED SLOPED RIGID INSULATION

Fink-Rhodis Residence 301 Walnut Street Hollywood, FL 33019

CONT. WATER PROOFING SMOOTH STUCCO STUCCO MID-BAND WEEP SCREED CONCRETE SMOOTH STUCCO

Details Stucco Weep Screed Detail 1 1/2" = 1'-0" 2-27-2017

Date

Author

Drawn by

Scale

As indicated

2/28/2017 1:41:40 PM