Meadows by Prime Design Associates

ZONING & CODE INFORMATION

LIN. LT. M.C. M.R.H. M.T. MAX. MFR. MICRO. MIN. MONO. MTL. O.H.D. O/C P.L.F. P.S.F. P.S.I. P.T. PART'N PKT. PLYWD. S.C. S.G.D. S.F. S.H. S.S. ST. SW. T.O. T.O.B.B. T.O.P.L. T.O.T.B. TYP. U.N.O. U.L. W.A. W/ W.C. WD.

LINEN LIGHT MEDICINE CABINET MEAN ROOF HEIGHT METAL THRESHOLD MAXIMUM MANUFACTURER MICROWAVE MINIMUM MONOLITHIC METAL OVER HEAD DOOR ON CENTER POUNDS PER LINEAR FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PARTITION POCKET PLYWOOD SOLID CORE SLIDING GLASS DOOR SQUARE FOOT SINGLE HUNG STAINLESS STEEL STIRRUPS SWITCH THROUGH OUT TOP OF MASONRY BOND BEAM TOP OF WOOD PLATE TOP OF TIE BEAM TYPICAL UNLESS NOTED OTHERWISE UNDERWRITER'S LABORATORIES WEDGE ANCHORS WITH WATER CLOSET WOOD

SYMBOLS

DETAIL REFERENCE

1 A101

ELEVATION REFERENCE

SIM

A101

BUILDING CODE:

2010 FLORIDA BUILDING CODE (FBC 2010) R101.2 Scope. The provisions of the Florida Building Code, Residential shall apply to the construction, alteration, movement, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one and two-family dwellings and townhouses not more than three stories above grade plane in height with a separate means of egress and their accessory structures.

FIRE/ LIFE SAFETY CODE:

ACCESSIBILITY CODE:

FLORIDA FIRE PREVENTION CODE, LATEST EDITION NFPA-101, LATEST EDITION FLORIDA ACCESSIBILITY CODE (AS APPLICABLE), LATEST EDITION

MECHANICAL CODE:

FLORIDA BUILDING CODE, LATEST EDITION

PLUMBING CODE:

FLORIDA BUILDING CODE, LATEST EDITION

AND ALL OTHER RULES, REGULATIONS, AND CODES HAVING JURISDICTION

101 150 SF

DOOR REFERENCE

WINDOW REFERENCE

KEYNOTE REFERENCE

REVISION REFERENCE

WALL REFERENCE

101

MEANS OF EGRESS: PER FBC SECTION R311 (MEANS OF EGRESS) AND FBC310 (EMERGENCY ESCAPE AND RESCUE OPENINGS) REQUIRED

PROVIDED

1 EXIT (PRIMARY)

1 PRIMARY EXIT 1 SECONDARY EXIT

R-3 TO COMPLY WITH FBC 101.2

TYPE OF CONSTRUCTION:

DEAD END CORRIDOR:

TYPE V B PER FBC 602.5 / UNPROTECTED (PER FBC 903.2.11.3.1 & NFPA1 13.2.2.2(1))

CORRIDOR WIDTH:

36"

STAIR WIDTH:

36"

EGRESS DOORS:

32" WIDE OPNG. MIN.

3'-0" - 5'-0" 3'-2"

BUILDING CRITERIA: ALLOWABLE HEIGHT AND BUILDING AREAS PER FBC TABLE 503: ALLOWABLE BUILDING HEIGHT: ACTUAL BUILDING HEIGHT (ROOF RIDGE): MEAN ROOF HEIGHT MAXIMUM NUMBER OF STORIES: ACTUAL NUMBER OF STORIES: ALLOWABLE FLOOR AREA PER STORY: SPRINKLERED: FIRE DISTRICT: MEZZANINE: HIGH RISE:

40'-0" 30'- 2" (HIGHEST ROOF RIDGE) APP. 25'-0" 2 2 7,000 S.F.

NO NO NO NO

MINIMUM FIRE RESISTANCE RATINGS PER FBC CHAPTERS 6 - 7 TABLES 601, 602, 705.8, 706.4, SECTION 706.4.1 (TOWNHOUSE FIRE SEPARATION):

FIRE RESISTANCE

DESIGN NO.

EXTERIOR WALLS LOAD BEARING WALLS TOWN HOME SEPARATION NON LOAD BEARING WALLS

0 2 HOUR 0

INTERIOR WALLS LOAD BEARING WALLS NON LOAD BEARING WALLS

0 0

FLOOR CONSTRUCTION

ROOF & ROOF CEILING

UL #U905 (UL 263)

1. ALL ROOFING COMPONENTS, ROOFING SYSTEMS & ROOFING ASSEMBLIES 2. EXTERIOR WINDOWS, DOORS AND STOREFRONTS. 3. EXTERIOR DOORS

TRAVEL DISTANCE TO EXIT MAXIMUM ALLOWED:

WALLS:

ROOM REFERENCE

THE FOLLOWING ITEMS REQUIRE VALID AND CURRENT PRODUCT APPROVALS AND SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR APPROVAL AND THEN SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO INSTALLATION.

OCCUPANCY CLASSIFICATION:

STRUCTURAL ELEMENT

Room name

1. ROOF TRUSSES WITH FLORIDA ENGINEER'S SEAL

NUMBER OF EXITS:

SIM

Material Description

THE FOLLOWING ITEMS ARE DESIGN/ BUILD AND SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER FOR APPROVAL AND THEN SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE COMENCEMENT OF WORK.

TOWN HOME BUILDING: FOUR (4) UNIT, TWO (2) STORY TOWN HOME BUILDING. FEE SIMPLE OWNERSHIP.

A101

MATERIAL / FINISH REFENCE

SUBMITTALS:

BUILDING DESCRIPTION:

Type V construction is that type of construction in which the structural elements, exterior walls and interior walls are of any materials permitted by FBC. SECTION REFERENCE

BUILDING MATERIALS: ALL EXTERIOR CLADDING MATERIALS INCLUDING WINDOWS AND DOORS ARE REQUIRED TO BE APPROVED. APPROVAL FORMS MUST BE SUBMITTED WITH THE PERMIT APPLICATIONS.

STRUCTURAL FRAME

COLUMNS (SUPPORTING ROOFS ONLY)

MAXIMUM AREA OF EXTERIOR WALL OPENINGS (PROTECTED): FIRE SEPARATION DISTANCE BETWEEN BUILDINGS PER FBC TABLE 705.8 (UNPROTECTED, NONSPRINKLERED) : 10'-0" TO 15'-0" / 15% 15'-0" TO 20'-0" / 25% 20'-0" TO 25'-0" AND ABOVE / 45% 25'-0" TO 30'-0" / 70% 30'-0" OR GREATER / NO LIMIT BUILDING FRONT AND BACK HAS 30'-0" OR GREATER SEPARATION AND BUILDING SIDES HAVE 20'-0" TO 25'-0" (OR GREATER) SPERATION.

32"

Number

Area Calculations (Units) Name Area

UNIT D First Floor AC UNIT D Second Floor AC Building Common Area UNIT D Optional Covered Patio UNIT D Covered Entry UNIT D 1 Car Garage Exterior Area UNIT D

758 SF Building Common Area 917 SF Building Common Area 1676 SF 200 SF Exterior Area

UNIT E First Floor AC UNIT E Second Floor AC Building Common Area UNIT E Optional Covered Patio UNIT E Covered Entry UNIT E 1 Car Garage Exterior Area UNIT E

758 SF Building Common Area 918 SF Building Common Area 1676 SF 200 SF Exterior Area

54 SF Exterior Area 223 SF Exterior Area 477 SF 2153 SF

83 SF Exterior Area 223 SF Exterior Area 506 SF 2183 SF

UNIT F First Floor AC UNIT F Second Floor AC Building Common Area UNIT F 2 Car Garage UNIT F Optional Covered Patio UNIT F Covered Entry Exterior Area UNIT F

758 SF 1145 SF 1903 SF 395 SF 203 SF

UNIT First Floor AC FR UNIT Second Floor AC FR Building Common Area UNIT Optional Covered FR Patio UNIT 2 Car Garage FR UNIT Covered Entry FR Exterior Area UNIT FR Grand total

758 SF

Number

Portofino Meadows

Area Type

Building Common Area Building Common Area Exterior Area Exterior Area

57 SF Exterior Area 655 SF 2558 SF Building Common Area

1145 SF Building Common Area 1903 SF 203 SF Exterior Area 395 SF

Exterior Area

57 SF

Exterior Area

655 SF 2558 SF 9452 SF

Area Calculations (Building Per Story) Name Area Area Type

UNIT D First Floor AC UNIT D Optional Covered Patio UNIT D Covered Entry UNIT D 1 Car Garage UNIT E First Floor AC UNIT E Optional Covered Patio UNIT E Covered Entry UNIT E 1 Car Garage UNIT F First Floor AC UNIT F 2 Car Garage UNIT F Optional Covered Patio UNIT F Covered Entry UNIT First Floor AC FR UNIT Optional Covered FR Patio UNIT 2 Car Garage FR UNIT Covered Entry FR First Floor Finish Floor Slab: 16

758 SF 200 SF

Building Common Area Exterior Area

54 SF 223 SF 758 SF 200 SF

Exterior Area Exterior Area Building Common Area Exterior Area

83 SF 223 SF 758 SF 395 SF 203 SF

Exterior Area Exterior Area Building Common Area Exterior Area Exterior Area

57 SF 758 SF

Exterior Area Building Common Area

203 SF

Exterior Area

395 SF

Exterior Area

57 SF

Exterior Area

UNIT D Second Floor AC UNIT E Second Floor AC UNIT F Second Floor AC UNIT Second Floor AC FR T.O.B. Finished Second Floor: 4 Grand total

917 SF 918 SF 1145 SF 1145 SF

PROJECT TEAM

DRAWING LIST :

A A 26002234

Sheet Number

Sheet Name

Architectural A001 A002 A003 A004 A101 A102 A103 A201 A202 A210 A220 A230 A240 A310 A320 A321 A400 A410 A420 A500 Architectural: 20

Cover Sheet General Notes General Notes Fire Resistant Construction & Life Safety First Floor Building Plan Second Floor Building Plan Building Roof Plan Building Elevations Building Elevations Unit "FR" Floor plans Unit "D" Floor Plans Unit "E" Floor Plans Unit "F" Floor Plans Building Sections Stair Sections Stair Sections and Details Fire Resistance Details Wall Type Sections Architecture Details Door & Window Schedules

Electrical E-1.1 E-1.2 E-1.3 Electrical: 3

First Floor Building Electrical Plan Second Floor Building Electrical Plan Electrical Riser & Panels

Revision No.

Current Revision Date

1 1

08-22-12 08-22-12

1 1 1 1

08-22-12 08-22-12 08-22-12 08-22-12

1 1 1 1

08-22-12 08-22-12 08-22-12 08-22-12

OWNER: PRIME HOMES AT PORTOFINO MEADOWS LLC 4651 SHERIDAN STREET, SUITE 480 HOLLYWOOD FLORIDA, 33021 TEL: 954.392.8788 FAX: 954.241.7479 GENERAL CONTRACTOR: PRIME HOMEBUILDERS 4651 SHERIDAN STREET, SUITE 480 HOLLYWOOD FLORIDA, 33021 TEL: 954.392.8788 FAX: 954.241.7479 EDWARD ABBO, edward@abbo.net ARCHITECT:

08-22-12

1 1

08-22-12 08-22-12

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

PRIME DESIGN ASSOCIATES, LLC 4651 SHERIDAN ST, SUITE 480 HOLLYWOOD FL 33021 TEL: 954.392.8788 EXT. 309 FAX: 954.392.8748 EMAIL: mayera@primegroupus.com

SEAL MAYER S. ABBO, ARCHITECT This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

STRUCTURAL ENGINEER: Mechanical M-1.1 M-1.2 Mechanical: 2

First Floor Building HVAC Plan Second Floor Building HVAC Plan

Plumbing P-1.1 P-1.2 P-1.3 Plumbing: 3

First Floor Plumbing Plan Second Floor Plumbing Plan Plumbing Risers

Structural S101 S102 S201 S301 S401 S501 S502 S503 S504 Structural: 9

General Notes General Notes Foundation Plan 2nd Floor Framing Plan Roof Framing Plan Sections & Details Sections & Details Sections & Details Sections & Details

ASE Engineering Services, Inc. Mason Xie, P.E., Ph.D. 10244 E Colonial Drive, Suite 202 Orlando, Florida 32817 Tel: 407-677-5565 Fax: 407-730-2999 Email: aseii@aseiicorp.com Website: www.aseiicorp.com CIVIL ENGINEER: MSCW INC. 4750 NEW BROAD STREET ORLANDO FL 32814 TEL.- 407-422-3330 christine.silvers@mscwinc.com

Revision Schedule Description

No. 1

Bldg Dept Revision 1

Date 08-22-12

5327 SF

4124 SF

Building Common Area Building Common Area Building Common Area Building Common Area

Cover Sheet

Client Name Project number

9452 SF

Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

A001 Scale

8/22/2012 7:55:31 PM

ABOVE ABOVE FINISH FLOOR AIR HANDLER UNIT BI FOLD BI PASS BLOCK BELOW CAST IN PLACE CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CASEMENT DOUBLE DIAMETER DISPOSAL DESIGN PRESSURE DOOR DISH WASHER EACH END ELECTRICAL ELEVATION EXTERIOR FIRE RATED FINISHED FLOOR GIRDER TRUSS GAUGE GALVANIZED GROUND FAULT INTERRUPT GLASS HEIGHT HOOPS HOUR HORIZONTAL SLIDING INSULATION INTERIOR LONG

FOUR UNIT BUILDING

APPLICABLE CODES: ABV. A.F.F. A.H.U. B.F. B.P. BLK. BLW. C.I.P. CLG. C.M.U. COL. CONC. CSMT. DBL. DIA. DISP. D.P. DR. D.W. E.E. ELEC. ELEV. EXT. F.R. FIN. FL. G,T, GA. GALV. GFI GL. HGT. HPS. HR. H.S. INS. INT. LG.

Portofino Meadows

ABBREVIATIONS

01 40 00 QUALITY REQUIREMENTS

03 00 00 CONCRETE

06 00 00 WOOD, PLASTICS, AND COMPOSITES

07 00 00 THERMAL AND MOISTURE PROTECTION

1. Builder shall coordinate all the work of all trades.

01 31 00 Project Management and Coordination 1. REQUESTS FOR INTERPRETATION (RFIs) A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents, and if not possible to request interpretation at Project meeting, prepare and submit an RFI in the form specified. 1. RFIs shall originate with Contractor. RFIs submitted by entities other than Contractor will be returned with no response. 2. Coordinate and submit RFIs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. B. Content of the RFI: Include a detailed, legible description of item needing interpretation and the following: 1. Project name. 2. Date. 3. Name of Contractor. 4. Name of Architect and Construction Manager. 5. RFI number, numbered sequentially. 6. Specification Section number and title and related paragraphs, as appropriate. 7. Drawing number and detail references, as appropriate. 8. Field dimensions and conditions, as appropriate. 9. Contractor's suggested solution(s). If Contractor's solution(s) impact the Contract Time or the Contract Sum, Contractor shall state impact in the RFI. 10. Contractor's signature. 11. Attachments: Include drawings, descriptions, measurements, photos, Product Data, Shop Drawings, and other information necessary to fully describe items needing interpretation. C. Architect's Action: Architect will review each RFI, determine action required, and return it. Allow seven (7) working days for Architect's response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day. 1.The following RFIs will be returned without action: a. Requests for approval of submittals. b. Requests for approval of substitutions. c. Requests for coordination information already indicated in the Contract Documents. d. Requests for adjustments in the Contract Time or the Contract Sum. e. Requests for interpretation of Architect's actions on submittals. f. Incomplete RFIs or RFIs with numerous errors. 01 33 00 Submittal Procedures 1.SUBMITTAL PROCEDURES A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. B. Submittals Schedule: Comply with requirements in Division 01 Section "Construction Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities. C. Processing Time: Allow enough time for submittal review, including time for resubmit, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmitted submittals. 1. Initial Review: Allow fourteen (14) days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. 2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Resubmittal Review: Allow fourteen (14) days for review of each resubmittal. D. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. Along with the following information: a. Project name. b. Date. c. Name and address of supplier. d.Name of manufacturer. e. Submittal number or other unique identifier, including revision identifier. f. Drawing number and detail references, as appropriate. g. Location(s) where product is to be installed, as appropriate. E. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract Documents on submittals. F. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will return submittals, without review, received from sources other than Contractor. 2.CONTRACTOR'S USE OF ARCHITECT'S CAD FILES A. General: At Contractor's written request, copies of Architect's CAD files will be provided to Contractor for Contractor's use in connection with Project, subject to the following conditions: 1. All requests for use of cad files must be presented to the architect through the general contractor. Requests from sub-contractors, manufacturers, suppliers, etc. will not be accepted. 2. Cad files will not be issued to any party for the purpose of bidding and will only be issued to parties under contract for this project. 3. EXECUTION A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect. B. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action. C. Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an review or action stamp and will mark stamp appropriately to indicate action taken. D. Architect's review of submittal does not exempt the Contractor from complying with the requirements of the Contract Documents, the Florida Building Code, and all codes rules and regulations having jurisdiction. E. Partial submittals are not acceptable, will be considered non-responsive, and will be returned without review. F. Submittals not required by the Contract Documents may not be reviewed and may be discarded.

01 43 00 Quality Assurance 1.CONFLICTING REQUIREMENTS A. General: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding. B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding.

1. See structural drawings for concrete notes and specifications. 2. Structural members of plan and reinforced concrete, including prestressed concrete, shall be constructed in accordance with the provisions of the F.B.C. Chapter 19 and ACI 318. Structural concrete slabs cast on stay in place, no composite steel form deck shall comply with F.B.C. Chapter 19 and ACI 318. The design of composite concrete on stay-in-place forms shall comply with ANSI/ASCE 3.

1. ROUGH CARPENTRY: A. The truss layout shown on these drawings is schematic in nature. However, the supporting superstructure has been design under the assumption that the framing scheme shown, will closely parallel final truss designers layout. B. This framing scheme (direction of trusses, ,ajor G.T. bearing points, etc.) can be modified only after obtaining permission from the prime professional of record who must review proposed changes and authorize structural revisions accordingly. C. Final signed and sealed engineered truss design must be submitted to this office to review. Truss designers must provide all truss connectors as part of the design. D. Truss manufacturer shall submit three (3) copies of shop drawings and engineering calculations signed and sealed by a Florida registered engineer, of their roof truss design for approval including two (2) copies for the architects review prior to fabrication. E. Trusses to be designed to carry loads of attic AHU and misc, equipment. Coordinate locations and equipment loads with builder prior to fabrication and indicate on trusses drawings. F. Architect/Engineer accepts no responsibility for structural beams, columns, and footing until review of approved shop truss drawings, signed and sealed by Florida registered Engineer. G. All interior load bearing partitions to be constructed with clips, top and bottom at each studs, as specified by engineering plans and as per Florida Building Code. H. Structural wood and timber framing shall conform to the "TIMBER CONSTRUCTION MANUAL" as published by the American Institute of Timber Construction. I. All wood in contact with masonry or concrete shall be pressure treated or have an approved moisture vapor barrier between the concrete or other cementitious materials and the wood as per code. J. Builder shall be responsible for providing adequate bracing and bridging used during erection of trusses to prevent collapse or damage. K. Headers for framed openings greater than 6'-0" must be engineered and stamped by the truss manufacturer (unless noted otherwise) L. All headers over doors and windows to be (2) or (3) 2X12'S unless otherwise noted. (For wood frame construction depending on all wall thickness). M. Dimensional lumber shall be southern pine No 2 or better or shall provide allowable stress values of 1200 PSI in bending for a single member uses.90 PSI in horizontal shear and shall have a modules elasticity of 1600 KSI or better, as determinate by and approved lumber grading agency. N. Non-bearing interior partitions may be constructed of 25 GA CEE Channel type at 24" O/C with matching tracks top and bottom with 1/2" gypsum drywall each side. Attach drywall with 1" long bugle head drywall screws at 12" O/C max. O. Metal lath over sheathing shall be 3/8" V-grove or dimpled. Ceilings and soffits shall be high rib type. Fasten to substrate at 6" O/C as follows: 1. Concrete: 1/2" Stub nails 2. Wood framing roofing: Roofing nails 4d 11/2" long, 1/4" head. 3. Sheathing: 14 Gauge Staples 1" LEG, 7/16" Crown 4. Metal Framing: Self taping screws #12 x 1/2" washer head shall not be used for soffits or ceilings P. Pneumatic fasteners system to be HILTI-COIL nail program type to be CRF 112G 1-1/2" long and 120" diameter U.N.O. or equal to fasterner. Q. When wood posts are not in a fire rated wall, fire rated post as follows: Wrap post on all sides from base of post to underside of bearing with one (1) layer of 5/8" type "X" gypsum wall board. This will provide a one hour rating for the post. R. Provide 1x2 P.T. fire stop horizontal at ceiling and wall intersections or 8'0" O/C vertical max. and all other locations. S. All wood to concrete connections shall be separated by a moisture barrier or incorporate pressure treated wood.

The following specifications shall govern with modifications as specified herein: AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS (ASHRAE) HANDBOOK OF FUNDAMENTALS.

3. Do not scale drawings. Contractor shall rely on written dimensions as given. The contractor shall notify the Architect for clarification if needed. All Dimensions shall be filed verify by contractor with all and coordinated with all of the work of all trades. If any discrepancies are found, the contractor shall notify the Architect, in written, for clarification before the commencement or resumption of work. 4. Abbreviations throughout the plans are those in common use. Notify the Architect of any abbreviation in question. 5. The specifications and all consultants drawings are supplemental to the architectural drawings. It shall be the contractor's responsibility to coordinate with the architectural drawings before the installation of any of the consultants work, and to bring any discrepancies or conflicts to the Architect's attention in written for clarification. Improperly installed work shall be corrected by the contractor at his expense and at no cost to the Architect, the Architect's consultants or the owner. 6. Submit minimum three (3) copies of shop drawings as required bellow. Shop drawings shall be submitted for all equipment and materials which must be interfaced and coordinated with other trades, whether detailed or not. 7. These plans, as drawn and noted, comply with the Building Envelope Energy requirements of the Florida Model Energy Code. The contractor shall familiarize himself with the governing code in its entirety and build in accordance with all provisions of this code which may not be specifically addressed on the plans and notes. 8. The contractor is responsible for adequate Bracing of structural or nonstructural members during construction. 9. The contractor shall in the work of all trades, perform any and all cutting and patching necessary to complete the work and shall protect the existing building from damage caused by the work. The contractor shall repair and restore the existing construction to its original condition to the satisfaction of the owner and the Architect. 10. The contractor shall not disrupt existing services, operations, or utilities without obtaining owner's prior approval and instructions in each case. 11. Coordinate demolition and construction to remain, so as to provide the best possible joint or underlying surface for the new work. 12. The contractor shall visit the job site and shall verify all new and existing conditions, heights and dimensions at the job site for comparison with drawings and specifications prior to start and continuously during construction. The contractor is solely responsible for the verification of all elevations, conditions, and dimensions. if any discrepancies, inconsistencies, or omissions are found, the Architect shall be notified in written for clarification. 13. The general contractor shall coordinate and verify with all sub-contractors the size and location of all piping, ductwork trenches, sleeves, special bolting for equipment conduits, etc. 14. The general contractor shall be responsibility for all means and methods for demolition. The contractor shall inform the Architect of any conditions that would affects the structural integrity of the building prior to proceeding with demolition. 15. Job site measurements are the full responsibility of the contractor and subcontractor, and must be taken for all items by all sub-contractors prior to fabrication. 16. General contractor is responsible for installing solid blocking behind all shelving, cabinets, etc. or equipment requiring backing. 17. The Architect shall not have control or change of, and shall not be responsible for construction means, techniques, sequences or procedures, or safety precautions and programs in connection with the work, all of which shall be the sole responsibility of the general contractor. 18. The general contractor shall keep the premises and surrounding area free of accumulation of waste material or rubbish caused by operations under the contract. At completion of work, the contractor shall remove from and about the project waste materials, rubbish, the contractor's tools, construction equipment, machinery and surplus materials. The general contractor shall clean and polish all glass, wax tile 1 floors, vacuum carpets, and leave other spaces broom clean. 19. Termite protection shall be provided by registered termiticides, including soil applied pesticides, baiting systems, and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment to new construction. Upon completion of the application of the termite protective treatment, a Certificate of Compliance shall be issued to the building department by the licensed pest control company that contains the following statement: “The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services.” 20. In order to provide for inspection for termite infestation, clearance between exterior wall coverings and final earth grade on the exterior of a building shall not be less than 6 inches.

01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS 01 71 00 Examination and Preparation 1. EXECUTION 01 73 29 Cutting and Patching A. Structural Elements: Do not cut and patch structural elements in a manner that could change their load-carrying capacity or load-deflection ratio. B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. C. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. 2. MATERIALS A. In-Place Materials: Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of in-place materials. 3.EXAMINATION A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. 1. Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with in-place finishes or primers. 2. Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. 4.PREPARATION A. Temporary Support: Provide temporary support of Work to be cut. B. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. D. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to minimize interruption to occupied areas. 01 74 19 Construction Waste Management and Disposal 1.DISPOSAL OF WASTE A. Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. 1. Except as otherwise specified, do not allow waste materials that are to be disposed to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. B. Burning: Do not burn waste materials. C. Disposal: Transport waste materials off Owner's property and legally dispose of them.

04 00 00 MASONRY 1. GENERAL: A. Structural design shall be in accordance with chapters 1 and 3 of A.C.I. 5302/ A.S.C.E. 5-92/T.M.S. 402-92, via building code requirements for engineered brick masonry and the commentary on building code requirements for masonry structures. B. Construction shall be in accordance with A.C.I. 530.1-92/A.S.C.E. 692/T.M.S. 602- 92, specifications for masonry structures and the commentary on specifications for masonry structures. C. Concrete masonry units shall conform to one of the following standards: ASTM C55, ASTM C73, ASTM C90 AND ASTM C744. D. Masonry directly above chases or recesses wider that 12" shall be supported on lintels. The design for lintels shall be in accordance with FBC 2104.1.4. minimum end bearing shall be 4" (f'm = 1500 PSI) E. Masonry shall not be supported on wood girders or other form of wood construction, exceptions as provided for in FBC 2104.1.6. F. Secondhand masonry units shall not be reused unless the units conform to the requirements for new units. The units shall be whole sound material and be free from cracks and other defects that would interfere with the proper laying or use. All old mortar shall be cleaned from the units before reuse. 2. MORTAR: A. Mortar for use in masonry construction shall comply with ASTM C270 and shall be type M. B. Grout for use in masonry construction shall comply with ASTM C476. C. Vertical cells for masonry to be grouted, shall have vertical alignment sufficient to maintain a clear, unobstructed continuous cell. D. Portland cement mortars for installing ceramic wall and floor tile shall comply with ANSI A108.1 and FBC 2103.8. 3. CONCRETE FILL: A. Cells, lintels, and bond beams indicated to be filled shall be filled w/ 3000 PSI PEA gravel concrete. B. The mix design shall be approved by the engineer. C. All concrete shall be of fluid consistency, which means that the consistency shall be as fluid as possible for pouring without segregation of the constituent parts. D. The use of admixtures shall not be permitted without written consent of the Engineer. 4. VERTICAL REINFORCING: A. ASTM A615-92b per reinforcing section (GRADE 60). B. When a foundation dowel does not line up with a vertical core, it shall not be sloped more that one horizontal in six vertical alignment, even though it is in an adjacent cell to the vertical wall reinforcing. C. Vertical reinforcing steel shall have a minimum clearance of one-half inch from the masonry. D. Vertical reinforcing shall be as located on the plans and as indicated in the column schedule. E. Vertical reinforcing each side of any opening, if required, shall be continuous to the tie beam. Precast lintels shall have openings to allow reinforcing bars to continue uninterrupted. 5.HORIZONTAL REINFORCING: A. Horizontal reinforcing shall be provided as shown in the Beam Schedule. B. Cleanouts openings shall be provided at the bottom of grouted cells at each lift over 4'-0" high. Cleanouts shall be sealed after cleaning and inspection, and before grouting C. Joint reinforcement, anchors, wall ties and accessories, except those of stainless steel (ASTM A167, Type 304) Shall be protected from corrosion by galvanizing as follows, metal accessories for use in exterior wall construction shall be not dipped galvanized after fabrication with minimum coating of 1.50 ounces per Sq. Ft. in accordance with ASTM a 153. Metal accessories for use in interior wall construction shall be mill galvanized with a minimum coating of 0.1 ounce per Sq. Ft. in accordance with ASTM a 641 or ASTM A525, CLASS G-60.

2. FINISH CARPENTRY: 1. Cabinet supplier to provide shop drawings to the Architect and the general contractor prior to fabrication.

1. Iinstall flashing and sheeet metal in compliance with "ARCHITECTURAL SHEET METAL MANUAL" by SMACNA. 2. Back paint flashing with bituminous paint, where expected to be in contact with cementitious material or dissimilar metal. 3. Provide and install flashing at all roof to wall connections, projections of wood beams through exterior walls, exterior openings, and elswhere required to provide watertight/ weatherproof performance. 4. Roof valley flashing shall be galvanized metal or approved equal and shall extend at least 11" from the center line each way and shall have the flow line formed as part of the flashing. Sections of flashing shall have an end lap of not less than 4". When a metal roof system is specified, valley flashing shall be of the same metal. 5. Provide and install insulation with an insulation-only R value in roof ceiling as shown on drawings and or energy calcs. 6. Provide insulation against all exterior walls as shown on plans. 7. Provide sealant and caulking meeting applicable specifications where shown on the drawings and elsewhere as required to provide a positive barrier against moisture and passage of air. 8. Flashing shall be provided as necessary to prevent the entrance of water at openings in or projections throughout veneered walls. Flashing shall be provided at intersections of veneered walls of different materials unless such materials provide a self-flashing joint, and at other points subject to entrance of water. Caulking shall be provided where such flashing is determined by the building officials to be impractical (FBC 1503.2) 9. Flashing shall be installed in such a manner as to prevent moisture entering the wall through the joints in the coping, through moisture permable material, at intersections with the roof plane or at parapet wall penetrations. (FBC 1503.2) 10. Flashing shall be installed at: 1. Wall and roof intersection 2. At gutters 3. Wherever there is a change in roof slope or direction, 4. Around roof openings. 11. Where flashing is of metal, the metal shall be corrosion- resistant with a thickness of not less than 0.019 inch (26 GAGE(0.551 MM) Galvanized sheet). (FBC 1503.2) 12. Protection against decay and termites: Condensing lines and roof down spouts shall discharge at least 1 foot away from the structure side wall, whether by underground piping, tail extensions, or splach blocks. Gutters with down spouts are required on all buildings with eaves of less than 6" horizaontal projection except for gable and rakes or on a roof above another roof. Irrigation/ sprinkler systems and risers for spray head shall not be installed within one (1) foot of the building side wall (FBC 1503.7)

A A 26002234 4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

SEAL MAYER S. ABBO, ARCHITECT This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

Mold Mitigation The General Contractor shall take measures to: a. Deliver a continuous water tight building envelope which will provide a solid to water entry. b. Provide necessary site work to move water away from the building during construction. c. Complete and seal the building envelope prior to installing wall board and any finish material. d. Establish procedures to provide deliver and store materials so as to prevent water damage. All materials shall be inspected for water damage prior to accepting delivery. e. Take reasonable steps to maintain effective dry-in conditions during the“controlled” phase of construction. f. Ensure that all surfaces are dry and unexposed to sources of humidity prior to covering them with finish materials g. Establish protocol for dealing with any large and unexpected water intrusion into completed portions of the building.

05 00 00 METALS 1. Structural steel shall conform to the AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 1989 edition. Materials shall conform to the applicable ASTM specifications: shapes, plates , plates A-36 shapes, plates A-36 bolts - A 307-92a tubular - A500-90a Grade B (42 KSI) 2. Welded Construction shall conform to the AMERICAN WELDING SOCIETY "STRUCTURAL WELDING CODE". Electrodes for field and shop welds shall be A.W.S. A5.1 E70XX. 3. Contractor is responsible for verifying the dissimilar metals are always protected from each other to prevent galvanic action. 4. Contractor is responsible for verifying with the bearing schedules that the correct metal GA is used.

Revision Schedule Description

No. 1

Bldg Dept Revision 1

Date 08-22-12

General Notes

Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

A002 Scale

8/22/2012 7:55:32 PM

2. Builder shall review drawings in their entirely before starting work. The builder shall accept full responsibility for any errors or omissions not reported immediately in written to the Architect. Back charges will not be accepted.

FOUR UNIT BUILDING

01 30 00 ADMINISTRATIVE REQUIREMENTS

Portofino Meadows

01 00 00 GENERAL REQUIREMENTS

08 00 00 OPENINGS

09 00 00 FINISHES

10 00 00 SPECIALTIES

21 00 00 FIRE SUPPRESSION

25 00 00 INTEGRATED AUTOMATION

31 00 00 EARTHWORK

08 GENERAL NOTES 1. ANY DEVICE OR ALARM INSTALLED TO RESTRICT THE IMPROPER USE OF MEANS OF EGRESS SHALL BE DESIGNED AND INSTALLED SO THAT IT CANNOT, EVEN IN CASE OF FAILURE, IMPEDE OR PREVENT EMERGENCY USE. (NFPA 7.1.9) 2. ALL DOORS IN A MEANS OF EGRESS SHALL BE OF THE SIDE-HINGED OR PIVOTED-SWINGING TYPE, THE DOOR SHALL BE DESIGNED AND INSTALLED SO THAT IT IS CAPABLE OF SWINGING FROM ANY POSITION TO THE FULL REQUIRED WIDTH OF THE OPENING IN WHICH IT IS INSTALLED. (NFPA 7.2.1.4.1) 3. ALL DOORS IN A MEANS OF EGRESS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS OCCUPIED. LOCKS IF PROVIDED, SHALL NOT REQUIRE THE USE OF KEY, A TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE EGRESS SIDE. (NFPA 7.2.1.5.1)

09 20 00 PLASTER AND GYPSUM BOARD 1. PROVIDE AND INSTALL GYPSUM WALLBOARD IN ACCORDANCE WITH "AMERICAN STANDARD SPECIFICATION FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD", AS APPROVED BY THE AMERICAN STANDARDS ASSOCIATE, LATEST EDITION. 2. BATHROOMS AND OTHER WET AREAS: FLOORS AND BASES SHALL BE OF APPROVED IMPERVIOUS MATERIALS. USE WATER RESISTANT GYPSUM BOARD WALLS.

1. PROVIDE BOTH ACCESSORIES HARDWARE AND MISCELLANEOUS ITEMS AS PER DRAWINGS,SPECIFICATIONS AND/OR CLIENT'S INSTRUCTIONS. ALL ITEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND APPROVED INSTALLATION DRAWINGS.

1. FIRE SPRINKLER SYSTEM SHALL CONFORM TO N.F.P.A. STANDARDS AND ALL APPLICABLE GOVERNING CODES. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SIGNED AND SEALED DRAWINGS BY SPRINKLER SUBCONTRACTOR FOR PERMIT. FIRE SPRINKLER PLANS MUST BE APPROVED BY FIRE MARSHALL PRIOR TO ISSUE OF BUILDING PERMIT. 3. SPRINKLER SYSTEM SHALL BE VERIFIED (AND OR MODIFIED IF EXISTING) BY AN APPROVED AUTOMATIC FIRE SPRINKLER CONTRACTOR WHO MUST SUBMIT COMPLETE ENGINEERED SPRINKLER PLANS AND HYDRAULIC CALCULATIONS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL FLORIDA ENGINEER. 4. ALL SPRINKLER HEAD LOCATIONS SHALL BE COORDINATED WITH ALL OTHER CEILING ITEMS SUCH AS LIGHTING, HVAC GRILLES, ARCHITECTURAL MEMBERS, ETC. PIPING SHALL BE COORDINATED WITH HVAC DUCTS, LIGHTS, ETC. AND WHERE REQUIRED PIPING SHALL BE RELOCATED TO ACCOMMODATE THE SAME. 5. ALL SPRINKLER HEADS IN FINISHED AREAS SHALL BE CHROME PLATED, PENDANT TYPE OR AS PER BUILDING STANDARDS IF IN AN EXISTING BUILDING. 6. THE SPRINKLER SYSTEM SHALL BE SUPERVISED AS REQUIRED. 7. THE SPRINKLER CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT OR AUTHORIZED AGENT PRIOR TO WORKING ON AN EXISTING SPRINKLER SYSTEM. 8. THE CONTRACTOR SHALL PROVIDE AND INSTALL (1) 10 LBS. ABC TYPE U.L. LISTED FIRE EXTINGUISHER PER 2,500 S.F. LOCATION SHALL BE APPROVED BY FIRE MARSHALL PRIOR TO INSTALLATION. 9. EQUIPMENT AND CONNECTIONS TO THE BUILDING FIRE ALARM CONTROL PANEL SHALL BE PROVIDED. IF AN EXISTING BUILDING, CONTRACTOR SHALL VERIFY THE SYSTEM PRIOR TO BIDDING AND INCLUDE ALL REQUIRED ELEMENTS IN THE BID.

NOT USED

1. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN WELL GRADED SAND IN 12" LIFTS.) AND VIBRATOR COMPACTED TO ACHIEVE A MIN. OF 95% MODIFIED PROCTOR AASHO-T180. 2. AFTER STANDARD CLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING GROUND. 3. GENERAL CONTRACTOR IS RESPONSIBLE TO COMPLETE ALL GRADING AS REQUIRED TO COMPLY WITH DRAINAGE REQUIREMENTS FROM STATE AND LOCAL GOVERMENT AGENCIES. 4. PROJECT PLANS HAVE BEEN PREPARED BASED ON SOIL RECOMMENDATIONS AND ENGINEERING REPORT WHICH IS PART OF THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR STRICTLY FOLLOWING ALL RECOMMENDATIONS, INSTRUCTIONS AND SPECIFICATIONS INCLUDED IN THE SOILS REPORT.

08 63 00 UNIT SKYLIGHTS 08 71 00 DOOR HARDWARE 1. ALL DOORS, EXCEPT AT CLOSETS, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER HARDWARE, OR OTHER TYPE NOT REQUIRING A GRASP TO OPEN. 08 71 00 EXIT DEVICES

09 50 00 CEILINGS NOT USED

12 00 00 FURNISHINGS 1. PROVIDE WNDOW TREATMENTS AND/OR BLINDS AS SELECTED BY CLIENT AND/OR ARCHITECT, AS PER BUILDING STANDARDS. 13 00 00 SPECIAL CONSTRUCTION

22 00 00 PLUMBING NOT USED.

09 60 00 FLOORING 1. ALL BATHROOM FLOORS AND BASES SHALL BE OF APPROVED IMPERVIOUS MATERIALS. 2. ALL FLOOR FINISHES TO BE SELECTED BY OWNER - UNLESS SPECIFICALLY NOTED OTHERWISE. 3. ALL FLOORS SHALL HAVE A STATIC ANTI-SLIP COEFFICIENT OF FRICTION TO BE CONSIDERED A SAFE WALKWAY SURFACE BY UNDERWRITERS LABORATORY (UL) AND THE AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) ACCEPTED INDUSTRY STANDARDS. 09 70 00 WALL FINISHES NOT USED 09 80 00 ACOUSTIC TREATMENT NOT USED 09 90 00 PAINTING AND COATING 1. APPLICATION OF PAINT AND OTHER COATING SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER'S DIRECTION. READY-MIXED PAINT SHALL NOT BE THINNED, EXCEPT AS PERMITTED IN THE APPLICATION INSTRUCTIONS. 2. ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE THE PAINTER'S FINISH EXCEPT COLOR COORDINATED FACTORY FINISH SURFACES. TOP AND BOTTOM OF ALL DOORS TO BE SEALED AND PAINTED. 3. ALL SURFACES TO BE FINISHED SHALL BE CLEAN AND FREE OF FOREIGN MATERIALS (DIRT, GREASE, ASPHALT, RUST, ECT.) INTERIOR WOOD: ALL FINISHING LUMBER MUST BE STORED IN DRY, WARM ROOMS TO PREVENT ABSORPTION OF MOISTURE, SHRINKAGE, AND ROUGHENING OF WOOD. ALL SURFACES MUST BE SANDED SMOOTH, WITH THE GRAIN, NEVER CROSS IT. SURFACE BLEMISHES MUST BE CORRECTED AND THE AREA CLEANED OF DUST BEFORE COATING. 4. APPLICATION SHALL BE IN A WORKMANLIKE MANNER PROVIDING A SMOOTH SURFACE. APPLICATION RATE SHALL BE THAT RECOMMENDED BY THE MANUFACTURER. APPLICATION MAY BE BY BRUSH, ROLLER OR SPRAY IF PAINT IS FORMULATED FOR SPRAY APPLICATION. 5. INTERIOR PAINT SHALL BE AS PER OWNER SPECIFICATION. 6. EXTERIOR PAINT; IE. STUCCO, TRIM, ECT. SHALL BE AS PER OWNER'S SCHEDULE AND SPECIFICATIONS. 7. PROVIDE EXTERIOR AND INTERIOR SURFACE FINISH PER OWNER'S SCHEDULE AND SPECIFICATIONS.

ALL PLUMBING FIXTURES SHALL COMPLY WITH THE FLORIDA PLUMBING BUILDING CODE - LATEST EDITION. 14 00 00 CONVEYING EQUIPMENT 1. ELEVATORS SHALL BE CONSTRUCTED, INSTALLED AND MAINTAINED TO PROVIDE PROPER SAFETY IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CONSTRUCTION, INSTALLATION, AND MAINTENANCE SHALL CONFORM WITH ASME A17.1, ADDENDA A17.1a, AND A17.1b, EXCEPT AS OTHERWISE PROVIDED FOR IN THE F.B.C.

1. SUBCONTRACTORS SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL PLUMBING, RELATED FIXTURES, ROOF AND FLOOR DRAINS. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. SUBCONTRACTORS SHALL COORDINATE WORK WITH ALL OTHER TRADES. TERMINAL HOOKUP OF ALL FIXTURES AND TAPIN TO ALL UTILITIES IS REQUIRED. SUBCONTRACTORS SHALL INSTALL AND CHECK ALL PRESSURE REDUCING VALVES, POP OFF VALVES AND OTHER SAFETY DEVICES PRIOR TO OPERATION OF SYSTEM. 2. PLUMBING SYSTEM SHALL BE INSTALLED AS PER THE FLORIDA BUILDING CODE, PLUMBING. 3. MATERIALS, DESIGN AND INSTALLATION OF ALL PLUMBING FIXTURES AND WATER HEATERS SHALL BE GOVERNED BY THE FLORIDA BUILDING CODE - PLUMBING, CHAPTER 4. 4. MATERIALS, DESIGN AND INSTALLATION OF WATER SUPPLY AND DISTRIBUTION SYSTEMS SHALL BE GOVERNED BY THE FLORIDA BUILDING CODE PLUMBING, CHAPTER 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE OF PROVIDING POTABLE WATER TO THE BUILDING. 5. SANITARY DRAINAGE SYSTEMS AND STORM DRAINAGE SYSTEMS SHALL BE GOVERNED BY THE FLORIDA BUILDING CODE RESIDENTIAL, CHAPTERS 30, 31 AND 32. THE GENERAL CONTRACTOR IS RESPONSIBLE OF PROVIDING A COMPLETE SANITARY SYSTEM AND FOR ALL THE CONNECTIONS TO MUNICIPAL SEWER SYSTEM. 6. THE PLUMBING SUBCONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL LAYOUT, SLEEVING, CONCRETE CUTTING AND PATCHING AND CONCRETE COREBORING AS REQUIRED TO COMPLETE ALL OF THEIR WORK. ALL LAYOUT OF REQUIRED CONCRETE CUTTING AND PATCHING AND CONCRETE COREBORING MUST BE APPROVED BYT THE GENERAL CONTRACTOR, THE ARCHITECT, AND THE STRUCTURAL ENGINEER PRIOR TO THE PLUMBING SUBCONTRACTOR EXECUTION OF THE SAME. 23 00 00 HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 1. MECHANICAL SUBCONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL A COMPLETE AIR CONDITIONING AND MECHANICAL VENTILATION SYSTMES. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. SUBCONTRACTORS SHALL COORDINATE WORK WITH ALL OTHER TRADES. TERMINAL HOOKUP OF ALL FIXTURES AND TAP-IN TO ALL UTILITIES IS REQUIRED. SUBCONTRACTORS SHALL INSTALL AND CHECK ALL DEVICES PRIOR TO OPERATION OF SYSTEM. 2. PROVIDE FIRE DAMPERS AT SUPPLY AND RETURNS WHICH PASS THROUGH RATED ASSEMBLIES. 3. SIZE OF MECHANICAL AND ELECTRICAL EQUIPMENT PADS AND BASES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND REQUIRED CLEARANCES WITH RESPECTIVE EQUIPMENT MANUFACTURER.

32 00 00 EXTERIOR IMPROVEMENTS 1. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EXTERIOR IMPROVEMENTS NECESSARY TO OBTAIN A FINAL CERTIFICATE OF OCCUPANCY, WHETHER SUCH IMPROVEMENTS HAVE BEEN SHOWN IN THE PLANS OR NOT.

A A 26002234 4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

33 00 00 UTILITIES 1. GENERAL CONTRACTOR TO VERFIY LOCATION OF ALL UTILITY, BOTH ABOVE AND BELOW GRADE. GENERAL CONTRACTOR TO VERFIY LOCATION OF POWER LINES, POWER POLES, TRANSFORMERS, UTILITY METERS, FIRE HYDRANTS, WATER, SEWER AND GAS LINES PRIOR TO BIDDING THE WORK. NOTIFY ARCHITECT IN WRITING IF CONFLICT EXISTS. 2. GENERAL CONTRACTOR TO VERIFY LOCATION OF ALL SERVICE CONNECTIONS WITH THE RESPECTIVE UTILITY COMPANIES. 3. THE GENERAL CONTRACTOR SHALL COORDINATE WITH REPRESENTATIVES OF WATER, SEWER, ELECTRICAL, GAS, TELEPHONE AND TELEVISION COMPANIES TO VERIFY AVAILABLE FACILITIES, AND, IF APPLICABLE, TO ESTABLISH TEMPORARY FACILITIES.

SEAL MAYER S. ABBO, ARCHITECT This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

34 00 00 TRANSPORTATION NOT USED DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION NOT USED

Revision Schedule Description

No.

Date

27 00 00 COMMUNICATIONS 1. PROVIDE PRE-WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. 2. PROVIDE PRE-WIRED T.V. OUTLETS FOR CABLE TV AS SHOWN ON PLANS. COORDINATE ALL REQUIREMENTS WITH CABLE TV COMAPANY AND COMPLETE ALL CONNECTIONS WITH CABLE TV UTILITY COMPANY. 3. PRE-WIRE CONNECTION FOR FUTURE T.V. SATELLITE INSTALLATION. DIVISION 28 – ELECTRONIC SAFETY AND SECURITY 1. PROVIDE SMOKE DETECTORS AS REQUIRED BY N.E.C, F.B.C, AND STATE AND LOCAL AGENCY REQUIREMENTS. 2. PROVIDE BURGLAR ALARM SYSTEM WITH CONTACTS IN ALL EXTERIOR DOORS AND OPERABLE WINDOWS.

General Notes

Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

A003 Scale

8/22/2012 7:55:33 PM

08 51 00 METAL WINDOWS 1. WINDOW SUPPLIER TO PROVIDE SHOP DRAWINGS TO GENERAL CONTRACTOR. SHOP DRAWINGS SHALL BE APPROVED BY THE ARCHITECT'S OFFICE. 2. ALL WINDOWS SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER STRIPPED TO MINIMIZE LEAKAGE. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE. 3. ALL SIDELITES, WITHIN 12" OF DOOR SHALL BE TEMPERED. 4. ALL WINDOWS SHALL BE IMPACT RATED AND SHALL MEET THE WIND PRESSURE REQUIREMENTS (POSITIVE AND NEGATIVE). THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL WINDOWS MEETING THE SPECIFIED PRESSURES.

1. PROVIDE EQUIPMENT AS PER DRAWINGS, SPECIFICATIONS AND/OR CLIENT'S INSTRUCTIONS. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND APPROVED INSTALLATION DRAWINGS. ALL INSTALLATIONS MUST CONFORM WITH THE FLORIDA BUILDING CODE. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING CLEARANCES TO AND FROM ALL EQUIPMENT PRIOR TO THE START OF CONSTRUCTION. REQUIRED CLEARANCES MUST BE CONFIRMED WITH MANUFACTURER INSTRUCTION, LOCAL CODES AND ORDINACES, THE FLORIDA BUILDING CODE, THE NATIONAL ELECTRIC CODE, AND ALL OTHER RULES AND REGULATIONS HAVING JURISDICTION. 2. ALL APPLIANCES SHALL BE ENERGY STAR QUALIFIED APPLIANCES, AND SHALL BE SELECTED BY THE OWNER

FOUR UNIT BUILDING

08 14 00 WOOD DOORS 1. WOOD DOORS TO BE SOLID CORE, FLUSH, UNLESS NOTED OTHERWISE. 2. ALL EDGES OF ALL WOOD DOORS TO BE SEALED AND FINISHED. 3. ALL DOORS TO RECEIVE APPROPRIATE FLOOR OR DOOR STOPS AS REQUIRED.

09 30 00 TILING 1. PROVIDE CERAMIC TILE AND ACCESSORIES COMPLYING WITH TILE COUNCIL OF AMERICA SPECIFICATION 137.1 IN COLORS AND PATTERNS OF THE APPROVED MANUFACTURERS. 2. INSTALL CERAMIC TILE IN COMPLIANCE WITH PERTINENT RECOMMENDATIONS CONTAINED IN THE TILE COUNCIL OF AMERICA "HANDBOOK FOR CERAMIC TILE INSTALLATION" AND MANUFACTURER'S PRINTED INSTRUCTIONS. 3. ALL CABINETS AND SHELVES TO BE AS SELECTED BY OWNER 4. BATHROOMS AND OTHER WET AREAS: USE DUROCK TILE-BACKER BEHIND TILE AREAS. 5. USE DUROCK CERAMIC TILE BACKER BOARD IN TUBS AND SHOWER ENCLOSURE WALLS. WALL STUDS SHALL BE SPACED A MAXIMUM OF 16" O.C. - A MOISTURE BARRIER (SUCH AS 15 POUND ROOFING FELT) SHOULD BE INSTALLED OVER WALL STUDS BEFORE INSTALLING THE CERAMIC TILE BACKER BOARD TO THE WALL. TILE WALLS AROUND SHOWERS SHALL ALWAYS BE TO CEILING, U.N.O. 6. SHOWER CURBS SHALL BE NOT LESS THAN 2 INCHES MEASURED FROM THE TOP OF THE CURB TO THE TOP OF THE DRAIN. 7. SHOWER FINISH FLOOR SHALL SLOPE UNIFORMLY TOWARD THE DRAIN NOT LESS THAN 1/4" PER FT.

1. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO THE ARCHITECTURAL PLAN AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT AND CONFIRM WITH OWNERS REPRESENTATIVES. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS, INCLUDING VOLTAGE, PHASE AND CURRENT, PRIOR TO BIDDING THE PROJECT. THE ELECTRICAL CONTRACTOR SHALL VERIFY WITH F.P.&L. THE LOCATION OF SERVICE AND SHALL LOCATE METER & PANELS AS REQUIRED. CONTRACTOR IS FULLY RESPONSIBLE FOR PROVIDING ELECTRICAL SERVICE TO BUILDING. 2. THESE PLANS DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND MEET ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 3. THE WORK SHALL CONSIST OF FURNISHING LABOR, EQUIPMENT AND MATERIALS TO PROVIDE THE COMPLETE INTEGRATED AND PROPER FUNCTIONING SYSTEM. 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE NATIONAL ELECTRICAL CODE AND SHALL COMPLY WITH ALL LOCAL RULES AND ORDINANCES. 5. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA, ANSI, UL, ETC., AND SHALL BEAR UNDERWRITERS LABELS WHERE APPLICABLE. 6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHER TRADES SO AS TO AVOID INTERFERENCE. 7. THE CONTRACTOR SHALL PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY STATE AND LOCAL LAW AND ORDENACES. 8. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANSHIP MANNER. THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ENGINEER/ARCHITECT MUST BE A CONDITION OF THE SUBCONTRACTOR. 9. UPON COMPLETION OF THE WORK, FURNISH TO THE OWNER CERTIFICATES OF FINAL INSPECTIONS AND APPROVALS FROM AUTHORITIES HAVING JURISDICTION. 10. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 11. ANY DEFECTS FOUND DURING THE COMPLETION OF THE WORK, SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF HIS WORK. 12. THE CONTRACTOR SHALL COORDINATE WITH FPL ALL REQUIREMENTS FOR CONDUIT ENTRY AND CABLE TERMINATION IN THE UTILITY TRANSFORMER AS REQUIRED IN ARTICLE 250, NATIONAL ELECTRICAL CODE. IF ANY CONFLICT EXISTS SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. 13. ELECTRICAL CONTRACTOR SHALL CHECK ALL EQUIPMENT IN THE PROJECT FOR PROPER VOLTAGE, PHASE, AND CURRENT BEFORE CONNECTION TO CIRCUITS. 14. ELECTRICAL CONTRACTOR SHALL CHECK AND VERIFY EQUIPMENT FURNISHED AGAINST THOSE SPECIFIED OR INTENDED AND REVISE BRANCH CIRCUITS AS MAY BE REQUIRED WITH PRIOR APPROVAL OF ENGINEER/ARCHITECT. 15. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER & LIGHT COMPANY AND TELEPHONE COMPANY. 16. FURNISH AND INSTALL LIGHTING FIXTURES AND LAMPS AS CALLED FOR ON PLANS, OR AS SELECTED BY OWNER. 17. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 18. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL EXIT SIGNS AS REQUIRED BY THE LOCAL FIRE MARSHAL AND BUILDING INSPECTOR - WHETHER SHOWN ON THE PLANS OR NOT.

Portofino Meadows

08 11 00 METAL DOORS AND FRAMES 1. DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS TO GENERAL CONTRACTOR. SHOP DRAWINGS SHALL BE APPROVED BY THE ARCHITECT'S OFFICE. 2. DOOR/FLOOR STOPS ARE NOT SHOWN ON PLANS. HOWEVER, ALL DOORS SHALL RECEIVE APPROPRIATE FLOOR OR DOOR STOPS AS REQUIRED.

11 00 00 EQUIPMENT

26 00 00 ELECTRICAL

R302.2.1 Continuity. The fire-resistance-rated wall or assembly separating townhouses shall be continuous from the foundation to the underside of the roof sheathing, deck or slab. The fire-resistance rating shall extend the full length of the wall or assembly, including wall extensions through and separating attached enclosed accessory structures. R302.2.2 Parapets. Parapets constructed in accordance with Section R302.2.3 shall be provided for townhouses as an extension of exterior walls or common walls in accordance with the following: 1. Where roof surfaces adjacent to the wall or walls are at the same elevation, the parapet shall extend not less than 30 inches (762 mm) above the roof surfaces. 2. Where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is not more than 30 inches (762 mm) above the lower roof, the parapet shall extend not less than 30 inches (762 mm) above the lower roof surface. Exception: A parapet is not required in the two cases above when the roof is covered with a minimum class C roof covering, and the roof decking or sheathing is of noncombustible materials or approved fire-retardanttreated wood for a distance of 4 feet (1219 mm) on mm) Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by a minimum of nominal 2-inch (51 mm) ledgers attached the sides of the roof framing members, for a minimum distance of 4 feet (1220 mm) on each side of the wall or walls. 3. Aparapet is not required where roof surfaces adjacent to the wall or walls are at different elevations and the higher roof is more than 30 inches (762 mm) above the lower roof. The common wall construction from the lower roof to the underside of the higher roof deck shall not have less than a 1-hour fire-resistive rating. The wall shall be rated for exposure from both sides. R302.2.3 Parapet construction. Parapets shall have the same fire-resistance rating as that required for the supporting wall or walls. On any side adjacent to a roof surface, the parapet shall have noncombustible faces for the uppermost 30 inches (762 mm), to include counterflashing and coping materials. Where the roof slopes toward a parapet at slopes greater than two units vertical in 12 units horizontal (16.7percent slope), the parapet shall extend to the same height as any portion of the roof within a distance of 3 feet (914 mm), but in no case shall the height be less than 30 inches (762 mm). R302.2.4 Structural independence. Each individual townhouse shall be structurally independent. Exceptions: 1. Foundations supporting exterior walls or common walls. 2. Structural roof and wall sheathing from each unit may fasten to the common wall framing. 3. Nonstructural wall and roof coverings. 4. Flashing at termination of roof covering over common wall. 5. Townhouses separated by a common 1-hour fireresistance-rated wall as provided in Section R302.2. R302.4 Dwelling unit rated penetrations. Penetrations of wall or floor/ceiling assemblies required to be fire-resistance rated in accordance with Section R302.2 or R302.3 shall be protected in accordance with this section.

706.5.2 Horizontal projecting elements. Fire walls shall extend to the outer edge of horizontal projecting elements such as balconies, roof overhangs, canopies, marquees and similar projections that are within 4 feet (1220 mm) of the fire wall. Exceptions: 1. Horizontal projecting elements without concealed spaces, provided the exterior wall behind and below the projecting element has not less than 1-hour fireresistance-rated construction for a distance not less than the depth of the projecting element on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. 2. Noncombustible horizontal projecting elements with concealed spaces, provided a minimum 1-hour fire-resistance-rated wall extends through the concealed space. The projecting element shall be separated from the building by a minimum of 1-hour fire-resistance-rated construction for a distance on each side of the fire wall equal to the depth of the projecting element. The wall is not required to extend under the projecting element where the building exterior wall is not less than 1-hour fire-resistance rated for a distance on each side of the fire wall equal to the depth of the projecting element. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than 3/4 hour. 3. For combustible horizontal projecting elements with concealed spaces, the fire wall need only extend through the concealed space to the outer edges of the projecting elements. The exterior wall behind and below the projecting element shall be of not less than 1-hour fire-resistance-rated construction for a distance not less than the depth of the projecting elements on both sides of the fire wall. Openings within such exterior walls shall be protected by opening protectives having a fire-protection rating of not less than 3/4 hour.

R302.4.1 Through penetrations. Through penetrations of fire-resistance-rated wall or floor assemblies shall comply with Section R302.4.1.1 or R302.4.1.2. Exception: Where the penetrating items are steel, ferrous or copper pipes, tubes or conduits, the annular space shall be protected as follows: 1. In concrete or masonry wall or floor assemblies, concrete, grout or mortar shall be permitted where installed to the full thickness of the wall or floor assembly or the thickness required to maintain the fire-resistance rating, provided: 1.1. The nominal diameter of the penetrating item is a maximum of 6 inches (152 mm); and 1.2. The area of the opening through the wall does not exceed 144 square inches (92 900 mm2). 2. The material used to fill the annular space shall prevent the passage of flame and hot gases sufficient to ignite cottonwaste where subjected toASTME119 or UL 263 time temperature fire conditions under a minimumpositive pressure differential of 0.01 inch of water (3 Pa) at the location of the penetration for the time period equivalent to the fire resistance rating of the construction penetrated.

706.6 Vertical continuity. Fire walls shall extend from the foundation to a termination point at least 30 inches (762 mm) above both adjacent roofs. Exceptions: 1. Stepped buildings in accordance with Section 706.6.1. 2. Two-hour fire-resistance-rated walls shall be permitted to terminate at the underside of the roof sheathing, deck or slab, provided: 2.1. The lower roof assembly within 4 feet (1220 mm) of the wall has not less than a 1-hour fire-resistance rating and the entire length and span of supporting elements for the rated roof assembly has a fire-resistance rating of not less than 1 hour. 2.2. Openings in the roof shall not be located within 4 feet (1220 mm) of the fire wall. 2.3. Each building shall be provided with not less than a Class B roof covering. 3. Walls shall be permitted to terminate at the underside of noncombustible roof sheathing, deck or slabs where both buildings are provided with not less than a Class B roof covering. Openings in the roof shall not be located within 4 feet (1220 mm) of the fire wall. 4. In buildings of Type III, IV and V construction, walls shall be permitted to terminate at the underside of combustible roof sheathing or decks, provided: 4.1. There are no openings in the roof within 4 feet (1220 mm) of the fire wall, 4.2. The roof is covered with a minimum Class B roof covering, and 4.3. The roof sheathing or deck is constructed of fire-retardant-treated wood for a distance of 4 feet (1220 mm) on both sides of the wall or the roof is protected with 5/8-inch (15.9 mm) Type X gypsum board directly beneath the underside of the roof sheathing or deck, supported by a minimum of 2-inch (51 mm) nominal ledgers attached to the sides of the roof framing members for a minimum distance of 4 feet (1220 mm) on both sides of the fire wall. 5. In buildings designed in accordance with Section 509.2, fire walls located above the 3-hour horizontal assembly required by Section 509.2, Item 1 shall be permitted to extend from the top of this horizontal assembly.

R302.4.2 Membrane penetrations. Membrane penetrations shall comply with Section R302.4.1. Where walls are required to have a fire-resistance rating, recessed fixtures shall be installed so that the required fire-resistance rating will not be reduced. Exceptions: 1. Membrane penetrations of maximum 2-hour fire-resistance-rated walls and partitions by steel electrical boxes that do not exceed 16 square inches (0.0103 m2) in area provided the aggregate area of the openings through the membrane does not exceed 100 square inches (0.0645 m2) in any 100 square feet (9.29 m)2 of wall area. The annular space between the wall membrane and the box shall not exceed 1/8 inch (3.1 mm). Such boxes on opposite sides of the wall shall be separated by one of the following: 1.1. By a horizontal distance of not less than 24 inches (610 mm) where the wall or partition is constructed with individual noncommunicating stud cavities; 1.2. By a horizontal distance of not less than the depth of the wall cavity when the wall cavity is filled with cellulose loose-fill, rockwool or slag mineral wool insulation; 1.3. By solid fire blocking in accordance with Section R302.11; 1.4. By protecting both boxes with listed putty pads; or 1.5. By other listed materials and methods. 2. Membrane penetrations by listed electrical boxes of any materials provided the boxes have been tested for use in fire-resistance-rated assemblies and are installed in accordance with the instructions included in the listing. The annular space between the wall membrane and the box shall not exceed 1/8 inch (3.1 mm) unless listed otherwise. Such boxes on opposite sides of the wall shall be separated by one of the following: 2.1. By the horizontal distance specified in the listing of the electrical boxes; 2.2. By solid fireblocking in accordance with Section R302.11; 2.3. By protecting both boxes with listed putty pads; or 2.4. By other listed materials and methods. 3. The annular space created by the penetration of a fire sprinkler provided it is covered by a metal escutcheon plate.

R302.4.1.1 Fire-resistance-rated assembly. Penetrations shall be installed as tested in the approved fire-resistance-rated assembly. R302.4.1.2 Penetration firestop system. Penetrations shall be protected by an approved penetration firestop system installed as tested in accordance with ASTM E 814 or UL 1479, with a minimum positive pressure differential of 0.01 inch of water (3 Pa) and shall have an F rating of not less than the required fire-resistance rating of the wall or floor/ceiling assembly penetrated.

R302.5.1 Opening protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 13/8 inches (35 mm) in thickness, solid or honeycomb core steel doors not less than 13/8 inches (35 mm) thick, or 20-minute fire-rated doors. R302.5.2 Duct penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic Class 0 or Class 1 duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by Section R302.11, Item 4. R302.6 Dwelling/garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. This provision does not apply to garage walls that are perpendicular to the adjacent dwelling unit wall. R302.7 Under-stair protection. Enclosed accessible space under stairs shall have walls, under-stair surface and any soffits protected on the enclosed side with 1/2inch (12.7 mm) gypsum board. R302.8 Foam plastics. For requirements for foam plastics see Section R316. R302.9 Flame spread index and smoke-developed index for wall and ceiling finishes. Flame spread and smoke index for wall and ceiling finishes shall be in accordance with Sections R302.9.1 through R302.9.4. R302.9.1 Flame spread index. Wall and ceiling finishes shall have a flame spread index of not greater than 200. Exception: Flame spread index requirements for finishes shall not apply to trim defined as picture molds, chair rails, baseboards and handrails; to doors and windows or their frames; or to materials that are less than 1/28 inch (0.91 mm) in thickness cemented to the surface of walls or ceilings if these materials exhibit flame spread index values no greater than those of paper of this thickness cemented to a noncombustible backing. R302.9.2 Smoke-developed index. Wall and ceiling finishes shall have a smokedeveloped index of not greater than 450. R302.9.3 Testing. Tests shall be made in accordance with ASTM E 84 or UL 723. R302.9.4 Alternate test method. As an alternate to having a flame-spread index of not greater than 200 and a smoke developed index of not greater than 450 when tested in accordance with ASTM E 84 or UL 723, wall and ceiling finishes, other than textiles, shall be permitted to be tested in accordance with NFPA 286. Materials tested in accordance with NFPA 286 shall meet the following criteria: During the 40 kW exposure, the interior finish shall comply with Item 1. During the 160 kW exposure, the interior finish shall comply with Item 2. During the entire test, the interior finish shall comply with Item 3. 1. During the 40kWexposure, flames shall not spread to the ceiling. 2. During the 160 kW exposure, the interior finish shall comply with the following: 2.1. Flame shall not spread to the outer extremity of the sample on any wall or ceiling. 2.2. Flashover, as defined in NFPA 286, shall not occur. 3. The total smoke released throughout the NFPA 286 test shall not exceed 1,000 m2. R302.10 Flame spread index and smoke developed index for insulation. Flame spread and smoke developed index for insulation shall be in accordance with Sections R302.10.1 through R302.10.5. R302.10.1 Insulation. Insulation materials, including facings, such as vapor retarders and vapor-permeable membranes installed within floor-ceiling assemblies, roof-ceiling assemblies, wall assemblies, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke-developed index not to exceed 450 when tested in accordance with ASTM E 84 or UL 723. Exceptions: 1. When such materials are installed in concealed spaces, the flame spread index and smoke-developed index limitations do not apply to the facings, provided that the facing is installed in substantial contact with the unexposed surface of the ceiling, floor or wall finish. 2. Cellulose loose-fill insulation, which is not spray applied, complying with the requirements of Section R302.10.3, shall only be required to meet the smoke-developed index of not more than 450.

R302.11 Fireblocking. In combustible construction, fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood-frame construction in the following locations: 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1.1. Vertically at the ceiling and floor levels. 1.2. Horizontally at intervals not exceeding 10 feet (3048 mm). 2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filling this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19. 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. R302.11.1 Fireblocking materials. Except as provided in Section R302.11, Item 4, fireblocking shall consist of the following materials. 1. Two-inch (51 mm) nominal lumber. 2. Two thicknesses of 1-inch (25.4 mm) nominal lumber with broken lap joints. 3. One thickness of 23/32-inch (18.3 mm) wood structural panels with joints backed by 23/32-inch (18.3 mm) wood structural panels. 4. One thickness of 3/4-inch (19.1mm)particleboard with joints backed by 3/4-inch (19.1 mm) particleboard. 5. One-half-inch (12.7 mm) gypsum board. 6. One-quarter-inch (6.4 mm) cement-based millboard. 7. Batts or blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely retained in place. R302.11.1.1 Batts or blankets of mineral or glass fiber. Batts or blankets of mineral or glass fiber or other approved nonrigid materials shall be permitted for compliance with the 10-foot (3048 mm) horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. R302.11.1.2 Unfaced fiberglass. Unfaced fiberglass batt insulation used as fireblocking shall fill the entire cross section of the wall cavity to a minimum height of 16 inches (406 mm) measured vertically. When piping, conduit or similar obstructions are encountered, the insulation shall be packed tightly around the obstruction. R302.11.1.3 Loose-fill insulation material. Loose-fill insulation material shall not be used as a fireblock unless specifically tested in the form and manner intended for use to demonstrate its ability to remain in place and to retard the spread of fire and hot gases. R302.11.2 Fireblocking integrity. The integrity of all fireblocks shall be maintained. R302.12 Draftstopping. In combustible construction where there is usable space both above and belowthe concealed space of a floor/ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (92.9 m2). Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: 1. Ceiling is suspended under the floor framing. 2. Floor framing is constructed of truss-type open-web or perforated members. R302.12.1 Materials. Draftstopping materials shall not be less than 1/2-inch (12.7 mm) gypsum board, 3/8-inch (9.5 mm) wood structural panels or other approved materials adequately supported. Draftstopping shall be installed parallel to the floor framing members unless otherwise approved by the building official. The integrity of the draftstops shall be maintained. R302.13 Combustible insulation clearance. Combustible insulation shall be separated a minimum of 3 inches (76 mm) from recessed luminaires, fan motors and other heat-producing devices. Exception: Where heat-producing devices are listed for lesser clearances, combustible insulation complying with the listing requirements shall be separated in accordance with the conditions stipulated in the listing. Recessed luminaires installed in the building thermal envelope shall meet the requirements of the Florida Building Code, Energy Conservation.

SECTION R311 MEANS OF EGRESS R311.1 Means of egress. All dwellings shall be provided with a means of egress as provided in this section. The means of egress shall provide a continuous and unobstructed path of vertical and horizontal egress travel from all portions of the dwelling to the exterior of the dwelling at the required egress door without requiring travel through a garage. R311.2 Egress door. At least one egress door shall be provided for each dwelling unit. The egress door shall be side-hinged, and shall provide a minimum clear width of 32 inches (813 mm) when measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). The minimum clear height of the door opening shall not be less than 78 inches (1981 mm) in height measured from the top of the threshold to the bottom of the stop. Other doors shall not be required to comply with these minimum dimensions. Egress doors shall be readily openable from inside the dwelling without the use of a key or special knowledge or effort. Exception: Buildings that are 400 square feet or less and that are intended for use in conjunction with one- and two-family residences are not subject to the door height and width requirements of this code. R311.3 Landings at doors. There shall be a floor or landing on each side of each exterior door. Exception: Where a stairway of two or fewer risers is located on the exterior side of a door, a landing is not required for the exterior side of the door. The floor or landing at exterior doors required by Section R311.2 shall not be required to comply with this requirement but shall have a rise no greater than that permitted in Section R311.7.4. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches (914 mm) measured in the direction of travel. R311.3.1 Floor elevations at the required egress doors. Landings or floors at the required egress door shall not be more than 11/2 inches (38 mm) lower than the top of the threshold. Exception: The exterior landing or floor shall not be more than 73/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. When exterior landings or floors serving the required egress door are not at grade, they shall be provided with access to grade by means of a ramp in accordance with Section R311.8 or a stairway in accordance with Section R311.7.

A A 26002234 4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

SEAL MAYER S. ABBO, ARCHITECT This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

R311.3.2 Floor elevations for other exterior doors. Doors other than the required egress door shall be provided with landings or floors not more than 7 3/4 inches (196 mm) below the top of the threshold. Exception:Alanding is not required where a stairway of two or fewer risers is located on the exterior side of the door, provided the door does not swing over the stairway. R311.3.3 Storm and screen doors. Storm and screen doors shall be permitted to swing over all exterior stairs and landings. R311.4 Vertical egress. Egress from habitable levels including habitable attics and basements not provided with an egress door in accordance with Section R311.2 shall be by a ramp in accordance with Section R311.8 or a stairway in accordance with Section R311.7. R311.5 Construction. R311.5.1 Attachment. Exterior landings, decks, balconies, stairs and similar facilities shall be positively anchored to the primary structure to resist both vertical and lateral forces or shall be designed to be self-supporting. Attachment shall not be accomplished by use of toenails or nails subject to withdrawal. R311.6 Hallways. The minimum width of a hallway shall be not less than 3 feet (914 mm).

Revision Schedule Description

No.

Date

R302.10.2 Loose-fill insulation. Loose-fill insulation materials that cannot be mounted in the ASTM E 84 or UL 723 apparatus without a screen or artificial supports shall comply with the flame spread and smoke-developed limits of Section R302.10.1 when tested in accordance with CAN/ULC S102.2. Exception: Cellulose loose-fill insulation shall not be required to be tested in accordance withCAN/ULCS102.2, provided such insulation complieswith the requirements of Section R302.10.1 and Section R302.10.3. R302.10.3 Cellulose loose-fill insulation. Cellulose loose-fill insulation shall comply with CPSC 16 CFR, Parts 1209 and 1404. Each package of such insulating material shall be clearly labeled in accordance with CPSC 16 CFR, Parts 1209 and 1404. R302.10.4 Exposed attic insulation. All exposed insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with Section R316. R302.10.5 Testing. Tests for critical radiant flux shall be made in accordance with ASTM E 970.

Fire Resistant Construction & Life Safety Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

A004 Scale

8/22/2012 7:55:35 PM

R302.2 Townhouses. Each townhouse shall be considered a separate building and shall be separated by fire-resistance resistancerated wall assemblies meeting the requirements of Section R302.1 for exterior walls. Exception: A common 2-hour fireresistance-rated wall assembly tested in accordance withASTME 119 or UL 263 is permitted for townhouses if such walls do not contain plumbing or mechanical equipment, ducts or vents in the cavity of the common wall, unless such materials and methods of penetration comply with Section R302.4. The wall shall be rated for fire exposure from both sides and shall extend to and be tight against exterior walls and the underside of the roof sheathing. Electrical installations shall be installed in accordance with Chapter 34. Penetrations of electrical outlet boxes shall be in accordance with Section R302.4.

R302.5 Dwelling/garage opening/penetration protection. Openings and penetrations through the walls or ceilings separating the dwelling from the garage shall be in accordance with Sections R302.5.1 through R302.5.3.

FOUR UNIT BUILDING

706.5.1 Exterior walls. Where the fire wall intersects exterior walls, the fireresistance rating and opening protection of the exterior walls shall comply with one of the following: 1. The exterior walls on both sides of the fire wall shall have a 1-hour fire-resistance rating with 3/4-hour protection where opening protection is required by Section 705.8. The fire-resistance rating of the exterior wall shall extend a minimum of 4 feet (1220 mm) on each side of the intersection of the fire wall to exterior wall. Exterior wall intersections at fire walls that form an angle equal to or greater than 180 degrees (3.14 rad) do not need exterior wall protection. 2. Buildings or spaces on both sides of the intersecting fire wall shall assume to have an imaginary lot line at the fire wall and extending beyond the exterior of the fire wall. The location of the assumed line in relation to the exterior walls and the fire wall shall be such that the exterior wall and opening protection meet the requirements set forth in Sections 705.5 and 705.8. Such protection is not required for exterior walls terminating at fire walls that form an angle equal to or greater than 180 degrees (3.14 rad).

FLORIDA BUILDING CODE - RESIDENTIAL

Portofino Meadows

706.6.1 Stepped buildings. Where a fire wall serves as an exterior wall for a building and separates buildings having different roof levels, such wall shall terminate at a point not less than 30 inches (762 mm) above the lower roof level, 706.4.1.1 Each townhouse shall be considered a separate building and shall be provided the exterior wall for a height of 15 feet (4572 mm) above the lower roof is separated from adjoining townhouses by a party wall complying with Section 706.1.1 not less than 1-hour fire-resistancerated construction from both sides with or by the use of separate exterior walls meeting the requirements of Tables 601 and openings protected 602 for zero clearance from property lines, as required for the type of construction. Separate exterior walls shall include one of the following: 1. A parapet not less than 18 by fire assemblies having a fire protection rating of not less than 3/4 hour. inches (457 mm) above the roof line. 2. Roof sheathing of noncombustible material or Exception: Where the fire wall terminates at the underside of the roof sheathing, deck or slab of the lower roof, provided: 1. The lower roof assembly within 10 feet fire retardant treated wood, for not less than a 4 foot (3048 mm) of the wall has not less than a 1-hour fire-resistance rating and the (1219 mm) width on each side of the exterior dividing wall. 3. One layer of 5/8 inch entire length and span of supporting elements for the rated roof assembly has a (15.9 mm) Type X gypsum board attached to the underside of roof decking, fire-resistance rating of not less than 1 hour. 2. Openings in the lower roof shall not for not less than a 4 foot (1219 mm) width on each side of the exterior dividing wall. be located within 10 feet (3048 mm) of the fire wall. 706.4.1.2 When not more than three stories in height, townhouses may be 706.7 Combustible framing in fire walls. Adjacent combustible members separated by a single wall meeting the following requirements: 1. Such wall entering into a concrete or masonry fire wall from opposite sides shall not have shall provide not less than a 2-hour fire-resistance rating. Plumbing, piping, ducts, electrical or other building services shall not be installed within or through the 2- less than a 4-inch (102 mm) distance between embedded ends. Where combustible members frame into hollowwalls orwalls of hollowunits, hollowspaces hour wall, unless such materials and methods of penetration have been tested in shall be solidly filled for the full thickness of the wall and for a distance not less than accordance with Section 703.2. Such wall shall be continuous from the foundation to the underside of the roof sheathing or shall have a parapet extending not less than 18 4 inches (102 mm) above, below and between the structural members, with noncombustible materials inches (457 mm) and no less than a 4-foot (1219 mm) width on each side of the wall approved for fireblocking. shall be of noncombustible material, or fire-retardant-treated wood, or one layer of 5/8-inch (15.9 mm) Type X gypsum wallboard attached to the underside of the roof decking. 3. Each dwelling unit sharing such wall shall be designed and constructed to 706.8 Openings. Each opening through a fire wall shall be protected in maintain its structural integrity independent of the unit on the opposite side of the wall. accordance with Section 715.4 and shall not exceed 156 square feet (15 m2). The Exception: Said wall may be penetrated by roof and floor structural members provided aggregate width of openings at any floor level shall not exceed 25 percent of the length of the wall. Exceptions: 1. Openings are not permitted in party walls that the fire-resistance rating and the structural integrity of the wall is maintained. constructed in accordance with Section 706.1.1. 2. Openings shall not be limited to 156 square feet (15 m2) where both buildings are equipped throughout with an 706.5 Horizontal continuity. Fire walls shall be continuous from exterior wall to exterior wall and shall extend at least 18 inches (457 mm)beyond the exterior surface automatic sprinkler system installed in accordance with Section 903.3.1.1. 706.9 Penetrations. Penetrations of fire walls shall comply with Section 713. of exterior walls. Exceptions: 1. Fire walls shall be permitted to terminate at the 706.10 Joints. Joints made in or between fire walls shall comply with Section 714. interior surface of combustible exterior sheathing or siding provided the exterior wall 706.11 Ducts and air transfer openings. Ducts and air transfer openings shall not has a fire-resistance rating of at least 1 hour for a horizontal distance of at penetrate fire walls. Exception: Penetrations by ducts and air transfer openings least 4 feet (1220 mm) on both sides of the fire wall. Openings within such exterior of fire walls that are not on a lot line shall be allowed provided the penetrations walls shall be protected by opening protectives having a fire protection comply with Section 716. The size and aggregate width of all openings shall not rating of not less than 3/4 hour. 2. Fire walls shall be permitted to terminate at the exceed the limitations of Section 706.8. interior surface of noncombustible exterior sheathing, exterior siding or other noncombustible exterior finishes provided the sheathing, siding, or other exterior FBC - RESIDENTIAL noncombustible finish extends a horizontal distance of at least 4 feet (1220 mm) on both sides of the fire wall. 3. Fire walls shall be permitted to terminate at the interior R302.2 Townhouses. Each townhouse shall be considered a surface of noncombustible exterior sheathing where the building on each side of the separate building and shall be separated by fire-resistance fire wall is protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. FLORIDA BUILDING CODE - 706.4.1 Townhouse fire separation.

2 HOUR RATED EXTERIOR C.M.U. WALL

ONE LAYER OF 1/2" GYPSUM BOARD ON 1 x 2 P.T. WD. FURRING @ 16" O.C. W/ R-4.1 FOIL INSULATION ON INTERIOR AND 5/8" STUCCO 3 COAT PROCESS ON 8" CONCRETE BLOCK SEE STRUCTURAL DRAWINGS FOR REINFORCING AND FILLED CELL LOCATIONS

ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH SIDES OF 3 5/8" OR 6" 25 GAGE METAL STUDS @ 24" O.C. MAX

1 HOUR RATED NON LOAD BEARING WALL AT GARAGE/ U.L. NO. U465

2 HOUR RATED EXTERIOR C.M.U. WALL 1/2" THICK PORTLAND CEMENT STUCCO APPLIED DIRECTLY ON INTERIOR AND STONE VENEER FINISH ON EXTERIOR SIDE OF 8" CONCRETE BLOCK. SEE STRUCTURAL DRAWINGS FOR REINFORCING AND FILLED CELL LOCATIONS

ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ON BOTH SIDES OF 3 5/8" 25 GAGE METAL STUDS @ 24" O.C. MAX. W/ R-11 BATT INSUL. WALL SHALL COMPLY WITH FBC - RESIDENTIAL TABLE R302.6

EXTERIOR WOOD FRAMED WALL

W7 2 HOUR RATED C.M.U. DEMISING WALL***

ONE LAYER OF 1/2" GYPSUM BOARD ON INTERIOR SIDE OF 2x4 WOOD STUDS WITH 7/8" STUCCO ON LATH OVER 5/8" EXTERIOR GRADE PLYWOOD ON EXTERIOR SIDE. SEE STRUCTURAL PLANS FOR WALL FRAMING SPECIFICATIONS.

ONE LAYER OF 1/2" GYPSUM BOARD ON 2 x 2 P.T. WD. FURRING @ 16" O.C. W/ R 3 FOIL INSULATION MIN. ON BOTH SIDES OF 8" WIDE C.M.U. WALL. SEE STRUCTURAL DRAWINGS FOR REINFORCING AND FILLED CELL LOCATIONS. PROVIDE 5/8" STAGGERED CDX APA FIRE TREATED PLYWOOD SHEATHING AT ROOF TRUSSES- MIN. 4'-0" ON EACH SIDE OF DEMISING WALL PER FBC RESIDENTIAL SECTION R302.2.2. MINIMUM CLASS "C" ROOF COVERING REQUIRED.

SITE PLAN NOTES

TYPICAL INTERIOR WALL

WOOD FRAMED FURRING

ONE LAYER OF 1/2" GYPSUM BOARD ON INTERIOR SIDE OF 2X3 PT WOOD FURRING STUDS @ 24" O.C. MAX.

1. REFER TO CIVIL ENGINEERING PLANS AND DETAILS FOR ALL GRADE AND FINISH FLOOR ELEVATIONS, DRAINAGE AND RETENTION CALCULATIONS. ELEVATIONS SHOWN ON THIS PLAN ARE FOR REFERENCE PURPOSES ONLY. 2. REFER TO SURVEY FOR EXACT BUILDING LOCATION AND APPLICABLE PLAT INFORMATION. 3. REFER TO LANDSCAPE PLAN FOR ALL EXTERIOR SOFT-SCAPE FINISHES AND SPECIFICATIONS. 4. MAINTAIN APPROPRIATE SIGHT-LINES AT DRIVEWAY ENTRANCE AND EXITS. 5. PROVIDE DENSE LANDSCAPE SCREENING AT MECHANICAL EQUIPMENT LOCATIONS. ALL EQUIPMENT (INCLUDING DRYER VENTS) MUST BE SCREENED WITH LANDSCAPING OR OTHER MEANS. 6. FIRE PROTECTION MARKINGS: PROVIDE BUILDING ADDRESS SIGN AT EXTERIOR OF FRONT ELVATION. BUILDING ADDRESS NUMBERS SHALL BE PLACED IN A POSITION TO BE PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING PROPERTY. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND AND NUMERALS SHALL BE NOT LESS THAN 6" IN HEIGHT. ALL PROTECTION MARKINGS SHALL COMPLY WITH NFPA 1 FIRE CODE SECTION 10.12. ADA ACCESSIBLE ROUTE shall meet the following minimum requirements of Florida Accessibility Code For Building Construction - Latest Edition (refer to ADA sheets for details):

2 HOUR RATED C.M.U. DEMISING WALL AT GARAGE

NOTES:

1/2" THICK PORTLAND CEMENT STUCCO APPLIED DIRECTLY TO BOTH SIDES OF 8" WIDE C.M.U. WALL. SEE STRUCTURAL DRAWINGS FOR REINFORCING AND FILLED CELL LOCATIONS PROVIDE 19/32" STAGGERED CDX APA FIRE TREATED PLYWOOD SHEATHING AT ROOF TRUSSES- MIN. 4'-0" ON EACH SIDE OF DEMISING WALL PER FBC RESIDENTIAL SECTION R302.2.2. MINIMUM CLASS "C" ROOF COVERING REQUIRED.

1. WALLS WITH NO TYPE/ HATCH INDICATED ON PLAN ARE UNDERSTOOD TO BE "W5" 2. SEE STRUCTURAL DRAWINGS FOR ALL CONNECTION AND BEARING WALL DETAILS 3. GRAY HATCH OVER DEMISING WALL TYPE W3, INDICATES AREA OF TOWN HOME FIRE SEPARATION PER FBC - RESIDENTIAL SECTION R302.2

(1) At least one accessible route complying with Section 206 and Chapter 4 shall be provided within the boundary of the site from public transportation stops, accessible parking spaces, passenger loading zones if provided, and public streets or sidewalks, to an accessible building entrance.

A A 26002234 4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

(2) At least one accessible route complying with Chapter 4 shall connect accessible buildings, accessible facilities, accessible elements, and accessible spaces that are on the same site. (3) All objects that protrude from surfaces or posts into circulation paths shall comply with Section 307.

Wall Type Legend

(4) Walking surfaces along accessible routes and in accessible spaces shall comply with Section 403.

1/4" = 1'-0"

(5) CATCH BASINS ARE TO BE PLACED SO AS NOT TO INTERFERE WITH CLEARANCES AND MAXIMUM SLOPES ALONG DESIGNATED ACCESSIBLE ROUTES.

A310

(6) LOOSE EXTERIOR ACCESSORIES MUST BE LOCATED IN A WAY THAT MAINTAINS A 36" WIDE ACCESSIBLE ROUTE MINIMUM. ADA PARKING:

Accessible spaces complying with Section 502 shall be provided in parking area. Such spaces shall be designed and marked for exclusive use of those individuals. The number of accessible parking spaces shall comply with the minimum required per Table 208.2 Parking Spaces.

100' - 0" 25' - 0" 1' - 7 7/8"

10' - 6"

25' - 0"

1' - 4"

25' - 0"

10' - 6"

1' - 4"

10' - 6"

2' - 8"

10' - 6"

1' - 4"

10' - 6"

1' - 4"

10' - 6"

1' - 7 7/8" - 1/2" BEVEL MAX VERTICAL DIFFERENCE IN FLOOR SURFACE - 44" MIN. PATH OF TRAVEL WIDTH - 1:20 MAX PATH OF TRAVEL SLOPE - 1:12 MAX COMPLIANT RAMP SLOPE - 1:50 MAX CROSS SLOPE

1' - 0 1/4"

7' - 0"

NOTE 13

5' - 4 3/8"

A410

8' - 0"

7 5/8"

7 5/8" 4' - 0"

4' - 0"

8' - 0"

5' - 3 3/8" W1

Sim

A410

LIVING ROOM

4' - 0"

BUILDING SHELL PLAN NOTES

DE4

NOTE 13

KITCHEN

FAMILY ROOM

A410

NOTE 4: MAINTAIN 1 HR. RATING AT ALL ELECTRICAL PANEL LOCATIONS.

A410

NOTE 5: ALL EXTERIOR BUILDING SLABS SHALL BE SLOPED 1/8" PER FOOT.

NOTE 3 NOTE 7

KITCHEN

NOTE 13

POWDER

NOTE 9: STAIR CONSTRUCTION NOTES: REFER TO PAGE A320 AND A321 NOTE 10: JOB SITE MEASUREMENTS ARE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND/ OR SUBCONTRACTOR AND MUST BE TAKEN FOR ALL ITEMS BY ALL SUBCONTRACTORS PRIOR TO FABRICATION. ALL DIMENSIONS ARE TO FACE OF BLOCK AND OR WALLS.

W5 W6

POWDER

7' - 2"

W6 7' - 2"

48' - 5"

NOTE 8: SLOPE GARAGE FLOOR SLAB 1/8" PER 1'-0".

DINING ROOM

Sim

NOTE 7: ALL CEILING HEIGHTS ARE CALCULATED FROM T.O. CONC. SLAB ELEVATIONS AT EACH ROOM LOCATION- SEE STRUCTURAL PLANS FOR ELEVATIONS.

DINING ROOM

LIVING ROOM

A410

LIVING ROOM

NOTE 13 W5

UP 9 NOTE

A410

DINING ROOM

NOTE 3 NOTE 7

Sim

W3 UP NOTE 9

11' - 0"

35' - 10"

NOTE 3 NOTE 7

35' - 0"

NOTE 6: GARAGE CEILING - 1 LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON MTL. HIHATS AT 24" O.C. ON BOTTOM CHORD OF FLOOR SYSTEM WITH MIN. R-11 BATT. INSULATION PER FBC - RESIDENTIAL TABLE R302.6

W3 NOTE 13

NOTE 13

UP NOTE 9

11' - 0"

LIVING ROOM

FOYER

NOTE 1: REFER TO CIVIL ENGINEERING PLANS FOR LOWEST TOP OF SLAB ELEVATION (FINISH FLOOR).

NOTE 3: ALL DIMENSIONS ARE TO FACE OF MASONRY OR TO FACE OF STUD VERIFY ALL MASONRY AND WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION. - NOTIFY ARCHITECT IF CONFLICT EXISTS.

12' - 8"

Sim

NOT ALL NOTES MAY APPLY.

NOTE 2: SEE FOUNDATION PLAN FOR SLAB ELEVATIONS, STEPS, SLOPES, COLUMNS, FILLED CELLS, ETC.. - SEE FRAMING PLAN FOR BEARING HEIGHTS.

DINING ROOM

FAMILY ROOM KITCHEN

8' - 0"

102

FAMILY ROOM

FAMILY ROOM 12' - 8"

NOTE 5

6' - 9 1/2"

6' - 2 5/8"

102

COVERED PATIO

7' - 1"

102

FR4

6' - 2 5/8"

W4 5' - 4 1/8"

6' - 9 1/2"

COVERED PATIO

1' - 4"

8' - 0"

Sim

8' - 0"

4' - 0"

COVERED PATIONOTE 5

7 5/8"

COVERED PATIONOTE 5

NOTE 5

1' - 4"

1' - 7 7/8"

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

ACCESSIBLE PATH OF TRAVEL FROM EACH EMERGENCY EXIT TO PUBLIC WAY SHALL MEET WITH NFPA 101: 7.1.6

1' - 7 7/8"

1' - 0 1/4"

10' - 6"

25' - 0"

SEAL MAYER S. ABBO, ARCHITECT

FOUR UNIT BUILDING

Portofino Meadows

NOTE 13

Sim

NOTE 11: ALL EGRESS COMPONENTS INCLUDING BUT NOT LIMITED TO DOORS, WINDOWS, STAIRWAYS, HANDRAILS, GUARDRAILS AND COMPONENTS THERE OF: SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF SECTION R311 (MEANS OF EGRESS) OF THE RESIDENTIAL FLA. BLDG. CODE. LATEST EDITION.

A410

Revision Schedule Description

No. 1

Date

Bldg Dept Revision 1

08-22-12

101

2 CAR GARAGE

COVERED ENTRY

NOTE 4

104

NOTE 6 NOTE 8

1' - 4"

3' - 0"

104

COVERED ENTRY

103

1 W2

NOTE 4

Sim

NOTE 4

1' - 4"

A410

103

FR1

1' - 0 1/4" 1' - 0 1/4" 4' - 0" 4 1/2" 5' - 0"

DE2 DE1

COVERED ENTRY

7 5/8"

6' - 0"

NOTE 4

WALL CONSTRUCTION NOTES:

3' - 7"

W4 8"

DR3

2' - 0"

16' - 0"

7 1/2" 20' - 0"

2' - 0" W2

1' - 4"

8' - 0"

10' - 9 5/8"

1' - 5 5/8" 1' - 0 1/4"

7' - 0"

4' - 6 1/4"

9' - 0 1/2"

4' - 6 1/4"

8' - 0" 1' - 8 5/8"

11' - 5 1/4"

7 1/2" 11' - 6 3/8"

1' - 8 5/8"

NOTE 12: 42" HIGH DECORATIVE GUARDRAIL. NO OPENINGS TO ALLOW A 4" SPHERE TO PASS TROUGH PER SECTION R312 OF FBC - RESIDENTIAL LATEST EDITION. COLOR, DESIGN AND MATERIAL TO BE APPROVED BY THE ARCHITECT. REFER TO ELEVATIONS AND SECTIONS. NOTE13:

5' - 9 3/8"

1' - 0"

4' - 1"

COVERED ENTRY

2' - 7"

1' - 0 1/4"

1' - 4"

4' - 0"

1' - 0"

2' - 6 1/2"

NOTE 6 NOTE 8

3' - 0"

2' - 2 1/2"

NOTE 13

3' - 0"

7' - 8"

1' - 0 1/4"

13' - 6 3/4"

7 5/8"

16' - 0"

20' - 0"

2' - 0"

4' - 0" 5' - 0"

7 5/8"

- ALL WALL CONSTRUCTION AND WALL COMPONENTS TO BE BUILT ACCORDING TO CHAPTER 6 OF THE RESIDENTIAL FLORIDA BUILDING CODE/ LATEST EDITION. - ALL FULL HEIGHT WALLS SHALL RECEIVE APPROPRIATE FIRE BLOCKING AT 8' MAX. VERTICAL SPACING - SEE STRUCTURAL DRAWINGS FOR ALL CONNECTION AND BEARING WALL DETAILS. - UNIT MASONRY WALLS PER SECTIONS R607 - STEEL WALL FRAMING PER SECTION R603 - WOOD WALL FRAMING PER SECTION R602 - WOOD OR STEEL FURRING MEMBERS IN BATHROOMS SHALL BE SPACED NOT MORE THAN 16" O.C. - GYPSUM WALLBOARD SHALL BE INSTALLED WITH THE LONG DIMENSION PARALLEL TO THE FURRING MEMBERS AND SHALL HAVE ALL JOINTS FINISHED. - INSTALLATION OF ALL WALL COVERING SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 7 OF THE RESIDENTIAL FLORIDA BUILDING CODE / LATEST EDITION.

First Floor Building Plan

4 1/2"

3 7/8" Client Name

UNIT "FR"

UNIT "D"

UNIT "E"

UNIT "F"

Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

FIRST FLOOR BUILDING PLAN

A101

3/16" = 1'-0"

Scale

As indicated

8/22/2012 7:55:39 PM

10' - 0"

3' - 0"

2 CAR GARAGE W4

FR2

101

11 3/4"

NOTE 13

FOYER

W1 NOTE 13

NOTE 6 NOTE 8

101

3' - 7"

5' - 0 1/8"

FOYER

1 CAR GARAGE

NOTE 6 NOTE 8

5' - 0 1/8"

1 CAR GARAGE

FR3

NOTE 9UP

7' - 8"

2 HOUR RATED EXTERIOR C.M.U. WALL

TYPICAL INTERIOR WALL

2 HOUR RATED C.M.U. DEMISING WALL***

NOTE 1: REFER TO CIVIL ENGINEERING PLANS FOR LOWEST TOP OF SLAB ELEVATION (FINISH FLOOR).

1 HOUR RATED NON LOAD BEARING WALL AT GARAGE/ U.L. NO. U465

NOTE 2: SEE FOUNDATION PLAN FOR SLAB ELEVATIONS, STEPS, SLOPES, COLUMNS, FILLED CELLS, ETC.. - SEE FRAMING PLAN FOR BEARING HEIGHTS.

ONE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ON BOTH SIDES OF 3 5/8" 25 GAGE METAL STUDS @ 24" O.C. MAX. W/ R-11 BATT INSUL. WALL SHALL COMPLY WITH FBC - RESIDENTIAL TABLE R302.6

NOTE 3: ALL DIMENSIONS ARE TO FACE OF MASONRY OR TO FACE OF STUD VERIFY ALL MASONRY AND WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION. - NOTIFY ARCHITECT IF CONFLICT EXISTS.

ONE LAYER OF 1/2" GYPSUM BOARD ON INTERIOR SIDE OF 2x4 WOOD STUDS WITH 7/8" STUCCO ON LATH OVER 5/8" EXTERIOR GRADE PLYWOOD ON EXTERIOR SIDE. SEE STRUCTURAL PLANS FOR WALL FRAMING SPECIFICATIONS.

ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH SIDES OF 3 5/8" OR 6" 25 GAGE METAL STUDS @ 24" O.C. MAX

EXTERIOR WOOD FRAMED WALL

W7 W3

NOT ALL NOTES MAY APPLY.

WOOD FRAMED FURRING

ONE LAYER OF 1/2" GYPSUM BOARD ON INTERIOR SIDE OF 2X3 PT WOOD FURRING STUDS @ 24" O.C. MAX.

NOTES:

1/4" = 1'-0"

2 A310

25' - 0"

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

NOTE 9: STAIR CONSTRUCTION NOTES: REFER TO PAGE A320 AND A321

100' - 0" 25' - 0"

NOTE 8: SLOPE GARAGE FLOOR SLAB 1/8" PER 1'-0".

A A 26002234

NOTE 6: GARAGE CEILING - 1 LAYER OF 5/8" TYPE "X" GYPSUM BOARD ON MTL. HIHATS AT 24" O.C. ON BOTTOM CHORD OF FLOOR SYSTEM WITH MIN. R-11 BATT. INSULATION PER FBC - RESIDENTIAL TABLE R302.6

NOTE 10: JOB SITE MEASUREMENTS ARE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND/ OR SUBCONTRACTOR AND MUST BE TAKEN FOR ALL ITEMS BY ALL SUBCONTRACTORS PRIOR TO FABRICATION. ALL DIMENSIONS ARE TO FACE OF BLOCK AND OR WALLS.

Wall Type Legend

NOTE 5: ALL EXTERIOR BUILDING SLABS SHALL BE SLOPED 1/8" PER FOOT.

NOTE 7: ALL CEILING HEIGHTS ARE CALCULATED FROM T.O. CONC. SLAB ELEVATIONS AT EACH ROOM LOCATION- SEE STRUCTURAL PLANS FOR ELEVATIONS.

2 HOUR RATED C.M.U. DEMISING WALL AT GARAGE

A310

NOTE 4: MAINTAIN 1 HR. RATING AT ALL ELECTRICAL PANEL LOCATIONS.

25' - 0"

SEAL MAYER S. ABBO, ARCHITECT This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

NOTE13:

12' - 6 1/2"

6' - 2 5/8"

7' - 8 5/8"

11' - 0 7/8"

15' - 3 3/4"

8' - 9 7/8" 11

7' - 8 5/8"

6' - 2 5/8"

12' - 6 1/2"

6' - 2 5/8"

DE4

FR4 EQ

BEDROOM 2

MASTER SUITE

BEDROOM 1

MASTER SUITE

BEDROOM 2

BEDROOM 1

BEDROOM 2

MASTER BATH

W5 2' - 0" 3 5/8"

Portofino Meadows

6' - 2 5/8"

4" / 1'-0"

WALL CONSTRUCTION NOTES:

10' - 5"

18' - 11 1/2"

3 5/8" W5

TOILET TOILET

TOILET W.I.C.

BATH 2

LAUNDRY W5

STAIRS

MASTER BATH

HALLWAY

STAIRS

LOFT

Revision Schedule Description

No.

W.I.C.

BEDROOM 2

LAUNDRY

BATH 2

MASTER BATH

HALLWAY

STAIRS

W.I.C.

BATH 2

HALLWAY

STAIRS

26' - 10 1/2"

45' - 10"

W.I.C.

LOFT

Date

Bldg Dept Revision 1

08-22-12

MASTER BATH

LAUNDRY

W.I.C.

FOUR UNIT BUILDING

BUILDING SHELL PLAN NOTES

DR3

5 W7 W7

BEDROOM 3

MASTER SUITE

BEDROOM 3 W7

BEDROOM 4

MASTER SUITE

FR2 2' - 7"

1 W7

W7 5 2' - 10"

2' - 9 1/4"

5' - 0 3/8"

W7 9' - 9 5/8"

1 5' - 2"

5' - 4 1/2"

5' - 4 3/8"

4' - 6 5/8"

6' - 2 3/4"

2' - 10 1/8"

5' - 8 5/8"

5' - 8"

6' - 9 5/8"

6' - 9 7/8"

5' - 1"

W7 9' - 9 5/8"

5 5' - 1 3/8"

2' - 9 3/8"

Second Floor Building Plan

2' - 10"

Client Name

UNIT "FR"

UNIT "D"

UNIT "E"

UNIT "F"

Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

SECOND FLOOR BUILDING PLAN

A102

3/16" = 1'-0"

Scale

As indicated

8/22/2012 7:55:44 PM

FR1

DE1

ROOF PLAN NOTES ROOF SHEATHING AT TOWN HOME SEPARATION WALL: The roof shall be covered with a minimum class C roof covering, and the roof decking or sheathing shall be of noncombustible materials or approved fireretardant- treated wood for a distance of 4 feet (1219 mm) on each side of the 2 hour town home separation wall, or one layer of 5/8-inch (15.9 mm) Type X gypsum board is installed directly beneath the roof decking or sheathing, supported by a minimum of nominal 2-inch (51 mm) ledgers attached the sides of the roof framing members, for a minimum distance of 4 feet (1220 mm) on each side of the wall or walls per FBC - RESIDENTIAL section R302.2. NOT ALL NOTES MAY APPLY. NOTE 1: ASPHALT SHINGLE ROOFING ON PEEL & STICK 30# FELT TIN TAGGED TO 5/8" EXT.GRADE CDX PLYWOOD SHEATHING, OVER PRE-ENGINEERED ROOF TRUSSES 24" O.C. ROOF SHALL BE COVERED WITH MINIMUM CLASS "C" COVERING AS PER FBC - RESIDENTIAL SECTION R302.2.2 (EXCEPTION). NOTE 3: CONTINOUS ALUMINUM PERFORATED SOFFIT SCREEN VENT TO MEET FBC VENTILATIN REQUIREMENTS.

SEE WALL TYPE LEGEND 8' - 7 5/8"

TYP. AT DEMISING WALL TYPE W2

NOTE 6: PROVIDE AND INSTALL FLASHING AT ALL ROOF TO WALL CONNECTIONS PROJECTIONS OF WOOD BEAMS THROUGH EXTERIOR WALLS, EXTERIOR OPENINGS, AND ELSEWHERE AS REQUIRED TO PROVIDE WATERTIGHT / WEATHERPROOF PERFORMANCE.

A410 20' - 2"

NOTE 1

4" / 1'-0"

20' - 2"

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

NOTE 7: ROOF VALLEY FLASHINGS SHALL BE PROVIDED OF NOT LESS THAN NO. 28 GALVANIZED SHEET GAUGE CORROSION-RESISTANT METAL AND SHALL EXTEND AT LEAST 11" FROM THE CENTER LINE EACH WAY AND SHALL HAVE THE FLOW LINE FORMED AS PART OF THE FLASHING. SECTIONS OF FLASHING SHALL HAVE AN END LAP OF NOT LESS THAN 4". ALL FLASHING TO BE INSTALLED PER SECTION 1503.2 OF THE FLORIDA BUILDING CODE/ LATEST EDITION.

Sim

A A 26002234

DE4

FR4

NOTE 8: PROVIDE SEALANT AND CAULKING MEETING APPLICABLE SPECIFICATIONS AS REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST MOISTURE AND PASSAGE OF AIR. NOTE 9: PROVIDE ALUMINUM RAIN GUTTER AT ALL ENTRY LOCATIONS WITH ALUMINUM LEADERS AND DOWNSPOUTS. FINISH TO MATCH ALUMINUM WINDOWS. LOCATION OF GUTTERS AND DOWNSPOUTS TO BE SELECTED AND APPROVED BY OWNER.

SEAL MAYER S. ABBO, ARCHITECT

6" / 1'-0"

LE Y VA L

E HI PRI DG

Sim

E DG RI PHI

EY LL VA

6" / 1'-0"

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

A410 E

A410

HI PRI DG

E DG RI PHI

Portofino Meadows

Sim

2 A410

RIDGE P HI

6" / 1'-0"

DG RI I P-

G ID -R

RIDGE

HI PRI DG E

RIDGE 6" / 1'-0" HI PRI DG E

NOTE 1

Sim

6" / 1'-0"

1 A410

Sim

A410

RIDGE

VA L

LE Y

RIDGE

EY LL VA LE Y VA L

LE Y VA L

EY LL VA

6" / 1'-0"

6" / 1'-0" HI PRI DG

RIDGE

E DG RI PHI

FR2

Sim

DE1

Date

Bldg Dept Revision 1

08-22-12

6" / 1'-0"

TYP. U.N.O.

Revision Schedule Description

No.

E DG RI PHI

HI PRI DG

6" / 1'-0"

20' - 2"

DE2

6" / 1'-0"

5" / 1'-0"

VALLEY

RIDGE

NOTE 1

6" / 1'-0"

EY LL

LL EY

NOTE 1

6" / 1'-0"

5" / 1'-0"

RIDGE E HI PRI DG

6" / 1'-0"

E DG RI PHI

FR3

DR3

E DG RI PHI

NOTE 1

FOUR UNIT BUILDING

4" / 1'-0"

NOTE 1

NOTE 5: BACK PAINT FLASHINGS WITH BITUMINOUS PAINT, WHERE EXPECTED TO BE IN CONTACT WITH CEMENTITIOUS MATERIALS OR DISSIMILAR METAL TYP.

HI PRI DG

4" / 1'-0"

E DG RI PHI

NOTE 1

ROOF SHEATHING AT ALL TOWN HOME SEPARATION WALLS: Shall be of noncombustible materials or approved fireretardant- treated wood for a minimum distance of 4 feet on each side of the wall or walls as per FBC - RESIDENTIAL section R302.2.

4" / 1'-0"

NOTE 4: INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH "ARCHITECTURAL SHEET METAL MANUAL" BY SMACNA TYP.

A410 1

FR1 1

A410

BUILDING ROOF PLAN 3/16" = 1'-0"

Building Roof Plan Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

A103 Scale

3/16" = 1'-0"

8/22/2012 7:55:53 PM

Sim

ELEVATION NOTES NOT ALL NOTES MAY APPLY. NOTE 1: ALL EXTERIOR FOAM MUST BE PLACED BEFORE EXTERIOR PAINTING.

A310

NOTE 2: ALL NECESSARY TRIM ACCESSORIES SUCH AS SCREEDS, VENTS, CORNER BEADS ETC. TO BE VINYL.

NOTE 3: FRAMED HORIZONTAL SURFACES TO RECEIVE SHEATHING WITH SYNTHETIC FINISH.

6" /

NOTE 12 " 1'-0 6" /

1'-0 " " 1'-0 6" /

6" /

" 1'-0 6" /

1'-0 "

NOTE 12

6" /

1'-0 "

A420

NOTE 13

NOTE 12

6" /

1'-0 "

10 A420

NOTE 12

NOTE 6: METAL FLASHING AND STUCCO STOP OVER APPROVED MOISTURE BARRIER. TYP. AT SECOND LEVEL BETWEEN CMU WALL AND UPPER WOOD FRAMED WALL

1'-0 "

NOTE 7: COLOR FOR SYNTHETIC FINISH TO BE SELECTED BY OWNER.

T.O.B. 20' - 2"

NOTE 13

NOTE 13 NOTE 8

NOTE 11

NOTE 8

NOTE 14

NOTE 12

NOTE 6 NOTE 11

NOTE 11

NOTE 6

NOTE 11

NOTE 12

NOTE 14

NOTE 11

13' - 6"

Sim

NOTE 13: DRIP EDGE FLASHING OVER STRAIGHT-CUT 2x8 PRE- PRIMED HEM-FIR FASCIA. NOTE 14: STONE VENEER SEE DETAIL # 9 AT PAGE A420

8' - 8"

NOTE 12: ASPHALT SHINGLE ROOFING ON PEEL & STICK 30# FELT TIN TAGGED TO 5/8" EXT.GRADE PLYWOOD SHEATHING. ROOF SHALL MEEET OR EXCEED MINIMUM CLASS "C" COVERING PER FBC RESIDENTIAL SECTION R302.2.2 (PARAPET EXCEPTION)

SEAL MAYER S. ABBO, ARCHITECT

NOTE 10 This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

5' - 4"

8' - 0"

8' - 4"

T.O.B. Finished Second Floor 10' - 10"

NOTE 14

7 A420

NOTE 10

7' - 8"

NOTE 11: LIGHT TEXTURE STUCCO FINISH TYP. U.N.O.

1' - 0" 10' - 10"

NOTE 8

NOTE 10: COACH LIGHT TO BE APPROVED BY ARCHITECT.

NOTE 6

NOTE 10

NOTE 14

A420

NOTE 8

NOTE 11

7' - 6"

8' - 0"

7' - 6"

NOTE 8 NOTE 9

NOTE 11

A420

UNIT "FR"

UNIT "D"

UNIT "E"

UNIT "F" Front Elevation

Portofino Meadows

7 A420

First Floor Finish Floor Slab 0' - 0"

NOTE 9

NOTE 11

3/16" = 1'-0"

A310

6" /

" 1'-0 6" /

NOTE 12

1'-0 "

6" /

NOTE 12

1'-0 "

NOTE 12

11 A420 NOTE 13

NOTE 13

T.O.B. 20' - 2"

11 NOTE 11

8' - 0"

NOTE 11

Revision Schedule Description

No.

NOTE 11

Date

NOTE 11 1 '-0" 4" / 1

NOTE 12

NOTE 6

4" / 1 '-0"

NOTE 12

08-22-12

T.O.B. Finished Second Floor 10' - 10"

NOTE 6

NOTE 13

Bldg Dept Revision 1

NOTE 13

8' - 0"

NOTE 11 NOTE 9

NOTE 9

NOTE 11 NOTE 9

NOTE 9

NOTE 11

NOTE 9

First Floor Finish Floor Slab 0' - 0"

Sim

A420

UNIT "F"

UNIT "E"

UNIT "D"

Building Elevations

UNIT "FR" 2

Rear Elevation 3/16" = 1'-0" Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

A201 Scale

3/16" = 1'-0"

8/22/2012 7:55:58 PM

9' - 4"

NOTE 11 NOTE 11

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

NOTE 9: SMOOTH CONTINUOUS STUCCO BASE. SEE MOLDING PROFILE DETAIL.

NOTE 11

NOTE 8: ALL DECORATIVE MOLDINGS, AND BANDS SHALL BE STUCCO FINISH OVER STYROFOAM REFER TO MOLDING PROFILE DETAILS FOR EACH TYPE.

A A 26002234

FOUR UNIT BUILDING

" 1'-0 6" /

ELEVATION NOTES NOT ALL NOTES MAY APPLY. NOTE 1: ALL EXTERIOR FOAM MUST BE PLACED BEFORE EXTERIOR PAINTING. NOTE 2: ALL NECESSARY TRIM ACCESSORIES SUCH AS SCREEDS, VENTS, CORNER BEADS ETC. TO BE VINYL.

DE4 FR4

NOTE 3: FRAMED HORIZONTAL SURFACES TO RECEIVE SHEATHING WITH SYNTHETIC FINISH.

FR2 FR1

NOTE 4: FRAMED AND SHEATHED VERTICAL SURFACES TO RECEIVE SELF FURRING METAL LATH. NOTE 5: ALL EXPOSED EXTERIOR C.M.U. AND CONCRETE SURFACES TO RECEIVE 5/8" NOMINAL THICKNESS SKIP TROWEL TEXTURED STUCCO U.N.O. NOTE 6: METAL FLASHING AND STUCCO STOP OVER APPROVED MOISTURE BARRIER. TYP. AT SECOND LEVEL BETWEEN CMU WALL AND UPPER WOOD FRAMED WALL

NOTE 12

NOTE 13

T.O.B. 20' - 2"

NOTE 13

NOTE 8: ALL DECORATIVE MOLDINGS, AND BANDS SHALL BE STUCCO FINISH OVER STYROFOAM REFER TO MOLDING PROFILE DETAILS FOR EACH TYPE.

Sim

8' - 0"

Sim

NOTE 10: COACH LIGHT TO BE APPROVED BY ARCHITECT.

NOTE 11

A420

T.O.B. Finished Second Floor 10' - 10"

NOTE 6 NOTE 12

Sim

NOTE 11

7 A420

1' - 0"

Sim

NOTE 11: LIGHT TEXTURE STUCCO FINISH TYP. U.N.O. NOTE 12: ASPHALT SHINGLE ROOFING ON PEEL & STICK 30# FELT TIN TAGGED TO 5/8" EXT.GRADE PLYWOOD SHEATHING. ROOF SHALL MEEET OR EXCEED MINIMUM CLASS "C" COVERING PER FBC RESIDENTIAL SECTION R302.2.2 (PARAPET EXCEPTION)

NOTE 14 NOTE 13: DRIP EDGE FLASHING OVER STRAIGHT-CUT 2x8 PRE- PRIMED HEM-FIR FASCIA.

5' - 4"

NOTE 14: STONE VENEER SEE DETAIL # 9 AT PAGE A420

First Floor Finish Floor Slab 0' - 0"

NOTE 9

FR1 FR2

SEAL MAYER S. ABBO, ARCHITECT This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

Left Side Elevation 3/16" = 1'-0"

FR4DE4

6" /

" 1'-0 6" /

1'-0 "

NOTE 12

NOTE 13

T.O.B. 20' - 2"

NOTE 13 2

Sim 4" / 1 '-0"

T.O.B. Finished Second Floor 10' - 10"

NOTE 6 NOTE 12 NOTE 13 1' - 0"

A420

Sim

1 NOTE 11

NOTE 9

First Floor Finish Floor Slab 0' - 0"

Right Side Elevation 3/16" = 1'-0"

Building Elevations Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

A202 Scale

3/16" = 1'-0"

8/22/2012 7:56:01 PM

Date

8' - 0"

NOTE 10

8' - 0"

Revision Schedule Description

No.

NOTE 11

NOTE 14

7' - 8"

7 A420

NOTE 11

8' - 0"

NOTE 11

FOUR UNIT BUILDING

7' - 8"

8' - 0"

NOTE 11 1

Portofino Meadows

7 A420

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

NOTE 9: SMOOTH CONTINUOUS STUCCO BASE. SEE MOLDING PROFILE DETAIL.

NOTE 11

A420

NOTE 7: COLOR FOR SYNTHETIC FINISH TO BE SELECTED BY OWNER.

A A 26002234

FLOOR PLAN KEY NOTES Unit "FR" Door Schedule Dimensions

2' - 6" 3' - 0"

6' - 8" 6' - 8"

2" 2"

PAINTED ESP

2' - 0" 1' - 6" 5' - 0" 2' - 8" 2' - 10" 3' - 0" 8' - 0"

6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 8' - 0" 8' - 0"

1 1/2" 1 1/2" 1 1/2" 1 1/2" 2" 2" 2"

PAINTED

16' - 0"

7' - 0"

Finish

5 16

Sgl. Swing Sgl. Swing

HC Panel SC Flush

22 36 41 54 75 101 102

Sgl. Bifold Sgl. Bifold Dbl. Bifold Dbl. Bifold Sgl. Swing SGL. SWING SLIDIING DOOR

HC Panel HC Panel HC Panel HC Panel HC Panel ENTRACE DOOR WOOD PATIO DOOR ALUM./GLASS

103

OVERHEAD

GARAGE DOOR METAL

Finish

Material

NOT ALL NOTES MAY APPLY.

Frame Material

Style

Thickness

Operation

Height

Type Mark

Width

Door

Fire Rating

Design Pressure

Comments

NOTE 1: ALL DIMENSIONS ARE TO FACE OF MASONRY OR TO FACE OF STUD VERIFY ALL MASONRY AND WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION. - NOTIFY ARCHITECT IF CONFLICT EXISTS. NOTE 2: USE WATER RESISTANT "DENSHIELD" GYPSUM BOARD IN ALL BATH AND WET AREAS. PROVIDE VAPOR BARRIER BETWEEN CONCRETE AND OR STUD WALL AND MR GYPSUM BOARD.

20 Min. Rated Per R302.5.1

NOTE 3: MAINTAIN 1 HR. RATING AT ALL ELECTRICAL PANEL LOCATIONS. METAL ALUMINU M N/A

PAINTED ESP

NOTE 4: GARAGE CEILING TO BE ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD PER SECTION R803.1 OF THE RESIDENTIAL FLORIDA BUILDING CODE LATEST EDITION

EGRESS DOOR PER R311.2

NOTE 5: AHU WITH DISC. HUNG FROM FLOOR TRUSSES. NOTE 6 KITCHEN & BATHROOM CABINETS BY OTHERS, VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

NOTE 7: ALL CEILING HEIGHTS ARE CALCULATED FROM T.O. CONC. SLAB ELEVATIONS AT EACH ROOM LOCATION- SEE STRUCTURAL PLANS FOR ELEVATIONS PER SECTION R305 OF THE RESIDENTIAL FLORIDA BUILDING CODE.

A A 26002234 4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

NOTE 12: PROVIDE DRYER VENT RECESSED BOX - REFER TO DETAIL FOR INSTALLATION. NOTE 13: WATER HEATER, PROVIDE BOLLARD TO PROTECT FROM CAR WHEN PARKING. SEE STRUCTURAL DRAWINGS FOR BOLLARD INSTALATION

COVERED PATIO

102

FAMILY ROOM

3 5/8"

A320

3' - 6 1/2"

12' - 8"

5' - 2 3/4"

3 5/8"

STAIRS

3' - 5" 6' - 7"

1' - 6"

3' - 6 1/2"

5' - 0"

4' - 5 1/4" 17

3 5/8"

NOTE 14

6' - 0 1/8"

Revision Schedule Description

No. 1

Bldg Dept Revision 1

08-22-12

MASTER SUITE

3 5/8"

3 A320

5' - 8"

ALIGNED

FR3 2 CAR GARAGE NOTE 4

101

3 5/8"

20' - 0"

4' - 2 1/4"

FR3

10' - 1 7/8"

BEDROOM 4

Unit "FR" Floor plans

11' - 10 1/4"

3' - 4"

10'-4"

COVERED ENTRY

9'-4"

FR2

NOTE 3

Client Name

2 103

FR1

Project number

FR1 5

FR1

Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

1 2

Unit FR Second Floor 1/4" = 1'-0"

Checker

2 1

A210

Unit FR First Floor 1/4" = 1'-0"

Scale

1/4" = 1'-0"

8/22/2012 7:56:04 PM

3 5/8"

Sim

A400

FOYER

3 5/8"

3' - 3 3/8"

5 3/4"

CL.

NOTE 13

2' - 0"

3' - 4"

" -0

3 5/8"

TRAY CEILING 10'-4"

Date

A320

NOTE 5

3' - 0"

3 5/8"

5' - 10"

3 5/8"

1 2

3 5/8"

6' - 2"

CL.

3' - 0"

LAUNDRY 41

14' - 2 1/8"

NOTE 12

10' - 10 3/4"

3' - 6 1/2" 10

NOTE 2

9' - 4 3/4"

3' - 4"

A320

W.I.C. 5

POWDER

A400

Sim

3' - 4"

3 5/8"

DINING ROOM

A320

3 5/8"

LIVING ROOM

10"

CL.

3' - 6 1/2"

2' - 2"

54 3 5/8"

5' - 4"

NOTE 2

3 5/8"

NOTE 1 NOTE 7

3' - 6 1/2"

3' - 5"

5' - 7 1/8"

3 5/8"

MASTER BATH

3 5/8"

HALLWAY

3 5/8" 5' - 5 3/4"

3 5/8"

1' - 3"

5' - 10" 7 TREADS @ 10" EA

NOTE 2 NOTE 6

1' - 4"

2' - 4 1/8"

1' - 6"

3 5/8"

NOTE 6

17' - 3 1/8"

4' - 4"

BATH 2

NOTE 1 NOTE 7

5' - 0" 6 TREADS @ 10" EA

3 5/8"

5' - 8 5/8"

5' - 10 5/8"

7' - 0 3/8"

3 5/8"

1' - 6"

2' - 0"

6' - 7 3/4"

3' - 3"

3' - 5"

5' - 8"

3 5/8"

10' - 10 7/8"

6' - 4"

3 5/8"

6' - 1 3/4"

2' - 8"

PANTRY

A320

3 5/8"

5' - 10 5/8"

2' - 8"

9' - 11 3/4"

3 5/8"

8' - 11"

6' - 2"

3 5/8"

14' - 1"

2' - 2"

3 5/8"

4' - 0"

10' - 5 5/8"

3' - 5"

NOTE 10

9' - 7"

11' - 8" 41

CL.

3 5/8"

2' - 0"

REFRIGERATO R W/ICE MAKER

3 5/8" 54

7' - 8 1/8"

KITCHEN

TOILET

4' - 4"

NOTE 6 NOTE 11

10' - 5"

3 5/8"

2' - 0"

1' - 6"

3 5/8"

NOTE 8

5' - 8"

3 5/8"

2' - 2 1/8"

DBL. SINK W/ DISPOSAL

CL.

11' - 7 1/4"

LINEN

RANGE

BEDROOM 1 41

Portofino Meadows

3 5/8"

BEDROOM 2

10' - 5"

FR4

7 5/8"

FR4 4' - 5 3/8"

FR4

FOUR UNIT BUILDING

5' - 0"

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

NOTE 14: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BORAD AS PER FBC 302.7.

4" / 1'-0"

SEAL MAYER S. ABBO, ARCHITECT

FLOOR PLAN KEY NOTES Unit "D" Door Schedule Dimensions Thickness

Material

Finish

Operation

Height

Type Mark

Wood Wood

Painted Painted

2' - 6" 3' - 0"

6' - 8" 6' - 8"

2" 2"

Wood Wood

Paintded Paintded

Wood Wood Wood Wood Wood WOOD ALUM./GLASS

Painted Painted Painted Painted Painted PAINTED ESP

2' - 6" 2' - 0" 5' - 0" 2' - 8" 2' - 10" 3' - 0" 8' - 0"

6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 8' - 0" 8' - 0"

1 1/2" 1 1/2" 1 1/2" 1 1/2" 2" 2" 2"

Paintded Paintded Paintded Paintded Paintded PAINTED ESP

PAINTED

8' - 0"

7' - 0"

Wood Wood Wood Wood Wood METAL ALUMINU M N/A

Style

Material

HC Panel SC Flush

NOT ALL NOTES MAY APPLY.

Frame

Width

Door

5 16

Sgl. Swing Sgl. Swing

20 22 41 54 75 101 102

Sgl. Bifold Sgl. Bifold Dbl. Bifold Dbl. Bifold Sgl. Swing SGL. SWING SLIDIING DOOR

SC Panel HC Panel HC Panel HC Panel HC Panel ENTRACE DOOR PATIO DOOR

104

OVERHEAD

GARAGE DOOR METAL

Finish

Fire Rating

NOTE 1: ALL DIMENSIONS ARE TO FACE OF MASONRY OR TO FACE OF STUD VERIFY ALL MASONRY AND WOOD FRAME OPENING SIZES TO FIT DOORS AND WINDOWS BEFORE CONSTRUCTION. - NOTIFY ARCHITECT IF CONFLICT EXISTS.

Comments

NOTE 2: USE WATER RESISTANT "DENSHIELD" GYPSUM BOARD IN ALL BATH AND WET AREAS. PROVIDE VAPOR BARRIER BETWEEN CONCRETE AND OR STUD WALL AND MR GYPSUM BOARD.

20 Min. Rated Per R302.5.1

NOTE 3: MAINTAIN 1 HR. RATING AT ALL ELECTRICAL PANEL LOCATIONS. NOTE 4: GARAGE CEILING TO BE ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD PER SECTION R803.1 OF THE RESIDENTIAL FLORIDA BUILDING CODE LATEST EDITION

EGRESS DOOR PER R311.2

NOTE 5: AHU WITH DISC. HUNG FROM FLOOR TRUSSES. NOTE 6 KITCHEN & BATHROOM CABINETS BY OTHERS, VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

NOTE 7: ALL CEILING HEIGHTS ARE CALCULATED FROM T.O. CONC. SLAB ELEVATIONS AT EACH ROOM LOCATION- SEE STRUCTURAL PLANS FOR ELEVATIONS PER SECTION R305 OF THE RESIDENTIAL FLORIDA BUILDING CODE.

A A 26002234 4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

4" / 1'-0"

NOTE 11: PROVIDE WOOD BLOCKING BEHIND ALL CABINETRY. REFER TO DETAIL FOR INSTALLATION. NOTE 12: PROVIDE DRYER VENT RECESSED BOX - REFER TO DETAIL FOR INSTALLATION.

COVERED PATIO

NOTE 13: WATER HEATER, PROVIDE BOLLARD TO PROTECT FROM CAR WHEN PARKING. SEE STRUCTURAL DRAWINGS FOR BOLLARD INSTALATION 10

102

DE4

2' - 0"

DE4

SEAL MAYER S. ABBO, ARCHITECT This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

NOTE 14: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BORAD AS PER FBC 302.7.

3 5/8" 10' - 6"

FAMILY ROOM

LIVING ROOM

BEDROOM 2

TRAY CEILING 10'-4" 4'

10' - 6"

13' - 10 3/8" NOTE 1

3 5/8"

2' - 0"

2' - 0" 3 5/8"

5' - 8 1/2"

22' - 3 5/8"

35 /8"

3 5/8"

4' -

NOTE 8

54 0"

4' - 2"

3 5/8"

5 5/8"

3 5/8"

NOTE 6 RANGE NOTE 11 REFRIGERAT OR W/ICE MAKER

5' - 2"

3 5/8"

KITCHEN

7' - 8 1/4"

3' - 8" 2' - 10 1/2"

DINING ROOM

A320

PANTRY

LAUNDRY W 3 5/8"

3 5/8"

5' - 2 3/8"

5 3 5/8"

3' - 6 1/2"

9 8

NOTE 14 2' - 2 3/4"

3 5/8"

Sim

1 A400

4' - 10"

3' - 3" 3 5/8"

3' - 6 1/2"

NOTE 5

A320

6' - 2 1/8"

1 CAR GARAGE NOTE 4

CL.

4' - 2"

FOYER ALIGNED

3 5/8"

2' - 8"

Revision Schedule Description

No.

Bldg Dept Revision 1

Date 08-22-12

5 3' - 6 5/8"

A320

5 TREADS @ 10" EA. 2 3 4 5 6

DR3 6

7 101

4 5" / 1'-0"

3 5/8"

DR3 BEDROOM 3

CL. NOTE 14

3 5/8"

5' - 3 3/4"

20' - 0 3/4"

7' - 11"

A320

3 5/8"

3' - 6 1/2"

1' - 6"

1' - 8"

3 5/8"

4' - 2"

3' - 6 3/4"

3' - 2 1/8"

3' - 9 5/8"

3 5/8"

0" -1

3 5/8"

11' - 2"

4' - 6 1/2"

3 5/8"

Sim

A400

54 5' - 0"

NOTE 13

STAIRS

3 5/8"

LOFT

A320

5 TREADS @ 10" EA

5' - 1"

3 5/8"

3' - 0"

5' - 11 1/2" 3 5/8"

5' - 8 1/2"

2' - 4"

ALIGNED

3' - 6 1/2"

3 5/8"

3' - 4" 4 TREADS @ 10" EA

3 5/8"

3' - 5"

5' - 5 1/2"

2' - 0"

3' - 5"

3 5/8"

HALLWAY

NOTE 10 3 5/8"

3 5/8"

NOTE 2 NOTE 6

3 5/8"

3' - 0"

1' - 6" Min.

3 5/8"

MASTER BATH

3 5/8"

2' - 4"

POWDER 4" Min.

2' - 0"

7' - 9"

5' - 8"

NOTE 12

3 5/8"

3' - 6"

3 5/8"

NOTE 2 NOTE 6 5' - 2"

NOTE 1

DBL. SINK W/ DISPOSAL

3 5/8"

3' - 5 7/8"

BATH 2

1' - 8"

3' - 6"

3 5/8"

9' - 1 5/8"

3 5/8"

W.I.C.

6' - 0"

3 5/8"

W.I.C.

3' - 6 1/2"

2' - 0"

3 5/8"

2' -

/2"

" -0

10'-4" 9'-4"

FOUR UNIT BUILDING

MASTER SUITE

Portofino Meadows

12' - 5 1/4"

2' - 0"

12' - 8"

2' - 2"

10' - 9 7/8"

7' - 11"

13' - 6 3/4"

A320

COVERED ENTRY

10' - 5 1/2"

DE2 NOTE 3

DE1

Unit "D" Floor Plans

DE1

Client Name Project number Date

Unit D Second Floor

1/4" = 1'-0"

Unit D First Floor

Project Status

BUILDING PERMIT

1/4" = 1'-0" Checked by

Checker

A220

3 Scale

1/4" = 1'-0"

8/22/2012 7:56:09 PM

07-02-12

FLOOR PLAN KEY NOTES Unit "E" Door Schedule Dimensions

2' - 6" 3' - 0"

6' - 8" 6' - 8"

2" 2"

PAINTED ESP

3' - 0" 2' - 0" 1' - 6" 5' - 0" 2' - 8" 2' - 10" 3' - 0" 8' - 0"

6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 8' - 0" 8' - 0"

1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 2" 2" 2"

PAINTED

8' - 0"

7' - 0"

Finish

5 16

Sgl. Swing Sgl. Swing

HC Panel SC Flush

21 22 36 41 54 75 101 102

Sgl. Bifold Sgl. Bifold Sgl. Bifold Dbl. Bifold Dbl. Bifold Sgl. Swing SGL. SWING SLIDIING DOOR

HC Panel HC Panel HC Panel HC Panel HC Panel HC Panel ENTRACE DOOR WOOD PATIO DOOR ALUM./GLASS

104

OVERHEAD

GARAGE DOOR METAL

NOT ALL NOTES MAY APPLY.

Finish

Material

Frame Material

Style

Thickness

Operation

Height

Type Mark

Width

Door

Fire Rating

Design Pressure

Comments

20 Min. Rated Per R302.5.1

METAL ALUMINU M N/A

PAINTED ESP

NOTE 4: GARAGE CEILING TO BE ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD PER SECTION R803.1 OF THE RESIDENTIAL FLORIDA BUILDING CODE LATEST EDITION

EGRESS DOOR PER R311.2

NOTE 5: AHU WITH DISC. HUNG FROM FLOOR TRUSSES. NOTE 6 KITCHEN & BATHROOM CABINETS BY OTHERS, VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

NOTE 7: ALL CEILING HEIGHTS ARE CALCULATED FROM T.O. CONC. SLAB ELEVATIONS AT EACH ROOM LOCATION- SEE STRUCTURAL PLANS FOR ELEVATIONS PER SECTION R305 OF THE RESIDENTIAL FLORIDA BUILDING CODE.

A A 26002234 4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

COVERED PATIO

NOTE 12: PROVIDE DRYER VENT RECESSED BOX - REFER TO DETAIL FOR INSTALLATION. NOTE 13: WATER HEATER, PROVIDE BOLLARD TO PROTECT FROM CAR WHEN PARKING. SEE STRUCTURAL DRAWINGS FOR BOLLARD INSTALATION

14' - 6 1/8"

102

7' - 8 5/8"

3 5/8"

3' - 7 3/4"

3 5/8"

2' - 0"

3 5/8"

Min.

3 5/8"

PANTRY

REFRIGERATO R W/ICE MAKER

2' - 4"

7' - 7 3/8"

3 5/8"

Sim

13' - 0"

STAIRS

Revision Schedule Description

Date

13' - 10 5/8"

Sim

1 11' - 0"

LIVING ROOM No.

3 5/8"

10' - 2 1/8"

3 5/8"

1' - 10 5/8"

RANGE

3 5/8"

A400

Bldg Dept Revision 1

08-22-12

A400

1 CAR GARAGE NOTE 4 20' - 0"

3 5/8"

DR3

7 5/8"

3 5/8"

DR3

DR3 4

5 5' - 4 3/8"

101

11' - 3 7/8"

15' - 6 3/8"

3 5/8" 8' - 0"

3 5/8" 75

2' - 5 3/4"

D W

3 5/8"

3 5/8" 1' - 3 7/8" 3 5/8"

3 5/8"

7' - 7 1/8"

3 5/8" 4' - 9 3/8"

CL.

NOTE 6 NOTE 11 15' - 10 1/8"

5' - 11"

BEDROOM 2

5' - 9 1/2"

NOTE 14

4' - 2 7/8"

NOTE 13

3 5/8"

8' - 8"

3 5/8"

5' - 8"

41 4' - 4"

12' - 10 1/2" 54

BATH 2

3 3/4"

A321

1' - 8" 2 TREADS @ 10" EA

NOTE 2 NOTE 6 NOTE 11

2' - 8"

KITCHEN

3' - 5" 3' - 6 7/8"

5' - 6"

DBL. SINK W/ DISPOSAL

ALIGNED

3 5/8"

1' - 10"DN

3 5/8"

2' - 0"

2' - 0 7/8"

POWDER

3 5/8"

CL.

4' - 2"

LINEN

12' - 2 1/8"

3 5/8"

COVERED ENTRY BEDROOM 3

7 5/8"

NOTE 3

DE2

DE1

DE2

Unit "E" Floor Plans

DE1

104

Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

Unit E Second Floor 1/4" = 1'-0"

Unit E First Floor 1/4" = 1'-0"

Checker

A230

4 Scale

1/4" = 1'-0"

8/22/2012 7:56:12 PM

A321

STAIRS 3' - 5"

CL.

3 5/8" 3' - 6 1/2"

3 5/8"

W.I.C.

1' - 6"

6' - 9" 7' - 11 3/4"

LOFT

3' - 0" 3 5/8"

2' - 0"

5 5/8"

3 5/8"

10' - 0" NOTE 1

8 9

5' - 8 1/8"

3 5/8"

3' - 6 1/2"

A321

5' - 11 1/8"

3 5/8"

NOTE 12

4' - 4 3/4"

5' - 0" 6 TREADS @ 10" EA

4 3 2 5' - 0" 6 TREADS @ 10" EA

LAUNDRY

3' - 5"

7 3' - 6 3/4"

1' - 6" 4"

9'-4"

3 5/8"

2' - 0"

3' - 5"

10'-4" 3 5/8"

NOTE 8

FOUR UNIT BUILDING

6' - 10"

3' - 5"

5' - 0"

3 5/8"

A321

TOILET

5' - 4"

3 5/8"

10' - 6"

NOTE 1

8' - 10 1/2"

Portofino Meadows

TRAY CEILING 10'-4"

3 5/8"

3' - 4"

A321

DINING ROOM

13' - 10 1/2"

5' - 11"

MASTER SUITE

13' - 6"

3 5/8" 5

10' - 10 1/2"

3 5/8" 6' - 8 1/2"

NOTE 2 NOTE 6 NOTE 11

2' - 2"

FAMILY ROOM

9' - 9 7/8"

1' - 10 1/2"

NO TE 10

2' - 0"

MASTER BATH

A321

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

NOTE 14: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BORAD AS PER FBC 302.7.

3 5/8"

2' - 5"

5' - 0"

DE4

2' - 0"

2' - 3"

DE4 4' - 1 1/2"

DE4 4' - 3"

SEAL MAYER S. ABBO, ARCHITECT

FLOOR PLAN KEY NOTES Unit "F" Door Schedule Dimensions

6' - 8" 6' - 8"

2" 2"

PAINTED ESP

2' - 0" 1' - 6" 5' - 0" 2' - 8" 2' - 10" 3' - 0" 8' - 0"

6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 8' - 0" 8' - 0"

1 1/2" 1 1/2" 1 1/2" 1 1/2" 2" 2" 2"

PAINTED

16' - 0"

7' - 0"

Finish

5 16

Sgl. Swing Sgl. Swing

HC Panel SC Flush

22 36 41 54 75 101 102

Sgl. Bifold Sgl. Bifold Dbl. Bifold Dbl. Bifold Sgl. Swing SGL. SWING SLIDIING DOOR

HC Panel HC Panel HC Panel HC Panel HC Panel ENTRACE DOOR WOOD PATIO DOOR ALUM./GLASS

103

OVERHEAD

GARAGE DOOR METAL

Finish

2' - 6" 3' - 0"

Material

NOT ALL NOTES MAY APPLY.

Frame Material

Style

Thickness

Operation

Height

Type Mark

Width

Door

Fire Rating

Comments

Design Pressure

20 Min. Rated Per R302.5.1

NOTE 3: MAINTAIN 1 HR. RATING AT ALL ELECTRICAL PANEL LOCATIONS.

METAL ALUMINU M N/A

PAINTED ESP

NOTE 4: GARAGE CEILING TO BE ONE LAYER OF 5/8" TYPE "X" GYPSUM BOARD PER SECTION R803.1 OF THE RESIDENTIAL FLORIDA BUILDING CODE LATEST EDITION

EGRESS DOOR PER R311.2

NOTE 5: AHU WITH DISC. HUNG FROM FLOOR TRUSSES. NOTE 6 KITCHEN & BATHROOM CABINETS BY OTHERS, VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

NOTE 7: ALL CEILING HEIGHTS ARE CALCULATED FROM T.O. CONC. SLAB ELEVATIONS AT EACH ROOM LOCATION- SEE STRUCTURAL PLANS FOR ELEVATIONS PER SECTION R305 OF THE RESIDENTIAL FLORIDA BUILDING CODE.

A A 26002234 4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

NOTE 8: PARTIAL HEIGHT WALL - REFER TO DETAIL NOTE 9: 22" x 22" ATTIC ACCESS- SEE 1/4" UNIT PLANS FOR LOCATION. NOTE 10: PROVIDE 4" CURB AT ALL 2ND FLOOR SHOWER TRAY LOCATIONS. (TYP.) SEE DETAIL #12 AT PAGE A420. NOTE 11: PROVIDE WOOD BLOCKING BEHIND ALL CABINETRY. REFER TO DETAIL FOR INSTALLATION. NOTE 12: PROVIDE DRYER VENT RECESSED BOX - REFER TO DETAIL FOR INSTALLATION. NOTE 13: WATER HEATER, PROVIDE BOLLARD TO PROTECT FROM CAR WHEN PARKING. SEE STRUCTURAL DRAWINGS FOR BOLLARD INSTALATION

COVERED PATIO

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

NOTE 14: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BORAD AS PER FBC 302.7.

FR4

SEAL MAYER S. ABBO, ARCHITECT

FR4

4' - 5"

102

11' - 7 1/4"

17' - 7 1/8"

PANTRY

NOTE 1

NOTE 2

DN 4' - 5 1/4"

6' - 7"

2' - 2 1/8"

A320

3 5/8"

6' - 2"

W 5' - 10"

54 4' - 4"

3 5/8"

1' - 6"

CL.

Sim

LIVING ROOM 36

3 5/8"

POWDER

17' - 3 1/8"

3 5/8"

CL.

3 5/8"

DINING ROOM

18' - 2 5/8"

NOTE 13

A400

Sim

08-22-12

Sim

A400

3 5/8"

Sim

A320 3' - 0"

3 5/8"

Bldg Dept Revision 1

Date

FOYER HALLWAY

Revision Schedule Description

No.

3' - 0"

9'-4"

CL.

5' - 8"

4' - 2 1/4"

FR3

10'-4"

MASTER SUITE

3' - 4"

2' - 0"

TRAY CEILING 10'-4"

3 5/8" 3 5/8"

14' - 2 1/8"

11' - 10 1/4"

FR3

101

NOTE 13

15' - 9 1/2"

10' - 1 7/8"

2 CAR GARAGE 20' - 0"

13' - 2 1/8"

2' - 0"

NOTE 14

5 3/4"

3 5/8"

A320

5' - 0"

ALIGNED

3' - 5"

10"

2' - 0"

5' - 10 1/8"

6' - 2"

3' - 6 1/2"

Sim

LINEN

3 5/8"

5' - 4"

5' - 8"

1' - 4"

5' - 7 1/8"

5' - 0" 6 TREADS @ 10" EA

3' - 6 1/2" 3 5/8"

1' - 6"

3' - 6 1/2"

3 5/8"

2' - 8" 3 5/8"

3 5/8"

NOTE 2 NOTE 6 NOTE 11 8' - 11"

6' - 1 3/4"

MASTER BATH 12' - 8"

7 TREADS @ 10" EA

5' - 10"

NOTE 6 NOTE 11 5

14' - 1"

3 5/8"

A320

3' - 6 1/2"

Sim

BATH 2

2' - 0"

STAIRS

3 5/8"

4' - 4"

3' - 3"

7 10' - 0"

3 5/8"

5' - 10 5/8"

3 5/8"

A320

7' - 8 1/8"

5' - 5 3/4"

Sim

3' - 5"

3 5/8"

NOTE 1

5' - 4"

3 5/8"

10' - 5 5/8"

3 5/8"

5' - 10 5/8"

7' - 8 1/8"

3 5/8" 5' - 0"

CL.

TOILET

2' - 0"

NOTE 10

4' - 0"

3 5/8"

2' - 0"

41 1' - 6"

NOTE 8

3 5/8"

A320

1' - 3 3/4"

NOTE 6 NOTE 11 REFRIGERATO R W/ICE MAKER

3 5/8"

Sim

KITCHEN

6' - 0"

CL.

DBL. SINK W/ DISPOSAL

FOUR UNIT BUILDING

3 5/8" 2' - 0"

FAMILY ROOM

9' - 7"

10' - 5"

3 5/8" 10' - 5"

RANGE

BEDROOM 2

3 5/8"

11' - 10"

BEDROOM 1

Portofino Meadows

10' - 10 7/8"

COVERED ENTRY

BEDROOM 4

Unit "F" Floor Plans

1' - 6"

NOTE 3

FR2

103 Client Name

FR1 5

FR1

Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

Unit F Second Floor

1/4" = 1'-0"

Unit F First Floor

Checker

A240

1/4" = 1'-0"

4 Scale

1/4" = 1'-0"

8/22/2012 7:56:15 PM

FR1

SECTION KEY NOTES NOTE 1: BLOWN IN FIBERGLASS INSULATION PER ENERGY CODE CALCULATIONS, TYPICAL AT ALL USABLE ROOF TRUSS AREAS. INSULATION TO MEET OR EXCEED FLAME SPREAD INDEX AND SMOKE DEVELOPED INDEX PER FBC RESIDENTIAL SECTION R302.10. NOTE 2 ASPHALT SHINGLE ROOFING ON PEEL & STICK 30# FELT TIN TAGGED TO 5/8" EXT.GRADE CDX PLYWOOD SHEATHING, OVER PRE-ENGINEERED ROOF TRUSSES 24" O.C. ROOF COVERING TO BE MIN. CLASS "C" PER FBC RESIDENTIAL SECTION R302.2.2 (PARAPET EXCEPTION). NOTE 3: CONCRETE FOOTING SEE STRUCTURAL PLANS.

DE4

DR3

NOTE 4: CONCRETE SLAB - SEE STRUCTURAL PLANS FOR SPECIFICATIONS AND THICKNESS.

DE2 DE1

NOTE 5: LINTEL - SEE STRUCTURAL PLANS. NOTE 2

1 A410

NOTE 6: PRE- ENGINEERED WOOD TRUSSES SPACED 24" O.C. - SEE STRUCTURAL.

Sim

NOTE 7: STUCCO ON PAPER-BACKED METAL LATH STEEL FRAMING @ 24" O.C. NOTE 8: BEAM WITH STUCCO FINISH - SEE STRUCTURAL.

NOTE 2 NOTE 1 NOTE 10

Sim

MASTER SUITE

LOFT

NOTE 11: 5/8" TYPE X GYPSUM WALLBOARD OR EQUIVALENT AT GARAGE CEILING AS PER DWELLING/ GARAGE SEPARATION FBC RESIDENTIAL TABLE R302.6

W5 54

Sim

NOTE 12: ELECTRICAL PANEL

3' - 6" A.F.F.

NOTE 2

NOTE 6 NOTE 8 NOTE 10

SEAL MAYER S. ABBO, ARCHITECT

FOYER DINING ROOM

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

8' - 8"

LIVING ROOM

COVERED ENTRY

8' - 8"

W1 8' - 0"

9' - 4"

10' - 10"

NOTE 8 W2

First Floor Finish Floor Slab 0' - 0"

COVERED PATIO NOTE 3

NOTE 13: WATER HEATER

NOTE 4

Portofino Meadows

Sim

6 A420

Typical Building Section 3/16" = 1'-0"

FR1

FR4 NOTE 2

NOTE 2

NOTE 1 NOTE 10

BEDROOM 2 W.I.C.

HALLWAY

BATH 2

9' - 4"

MASTER SUITE

W5 54

1 A410

NOTE 6

NOTE 5

DINING ROOM

FAMILY ROOM

2 CAR GARAGE

NOTE 13 3' - 6"

NOTE 12

10"

COVERED PATIO

NOTE 4

NOTE 3

NOTE 8

9' - 8"

10' - 10"

Date

Sim

T.O.B. Finished Second Floor 10' - 10"

NOTE 6

NOTE 11

Revision Schedule Description

No.

1' - 4"

Sim

8' - 4"

1 A410

T.O.B. 20' - 2"

NOTE 3

First Floor Finish Floor Slab 0' - 0"

NOTE 3

Building Sections

Typical Building Section Through Garage 3/16" = 1'-0"

Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

A310 Scale

3/16" = 1'-0"

8/22/2012 7:56:19 PM

NOTE 8

T.O.B. Finished Second Floor 10' - 10"

NOTE 2

1' - 4" 10"

6 A420

NOTE 10: 1 LAYER OF 1/2" GYPSUM BOARD.

HALLWAY

NOTE 9: ALUMINUM GUTTER W/ CONCEALED DOWNSPOUTS AT ALL ENTRY WAY LOCATIONS.

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

FOUR UNIT BUILDING

9' - 4"

1 A410

T.O.B. 20' - 2"

A A 26002234

STAIR CONSTRUCTION NOTES NOTE 1: WOOD STAIR STRUCTURE AND INSTALLATION PER SHOP DRAWINGS. SHOP DRAWINGS TO BE SUBMITTED, STAMPED AND REVIEWED BY STRUCTURAL ENGINEER.

NOTE 2: CONTRACTOR TO VERIFY FLOOR FINISH MATERIAL ON STAIR AND FLOOR LEVELS PRIOR TO FABRICATION TO ALLOW EQUAL TREAD HEIGHT BETWEEN FLOORS.

3 A320

A320

R311.7 Stairways.

T.O.B. 20' - 2"

LAUNDRY

HALLWAY

2 A410 MIN. 2' - 10"

3' - 6"

T.O.B. Finished Second Floor 10' - 10"

10"

STAIRS

2 A410

Sim

STAIRS

3' - 6"

9' - 4"

HALLWAY

STAIRS

T.O.B. Finished Second Floor 10' - 10"

17 16

15 14

10" 7 6 5 4

First Floor Finish Floor Slab 0' - 0"

Unit F and FR Stair Section

1/4" = 1'-0"

First Floor Finish Floor Slab 0' - 0"

Unit F and FR Stair Section

1/4" = 1'-0"

DR3

A320

T.O.B. 20' - 2"

9' - 4"

T.O.B. 20' - 2"

LOFT STAIRS

BATH 2

STAIRS

54 W3

9' - 4"

T.O.B. 20' - 2"

STAIRS

Unit D Stair Section 1/4" = 1'-0"

2' - 10"

MIN. 6' - 8"

W1 8 7

Unit D Stair Section 1/4" = 1'-0"

11 10

CL.

R311.7.4.2 Tread depth. The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the treadâ&#x20AC;&#x2122;s leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Consistently shaped winders at thewalkline shall be allowed within the same flight of stairs as rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread depth. Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a minimumtread depth of 6 inches (152 mm) at any point within the clear width of the stair.Within any flight of stairs, the largest winder tread depth at the walkline shall not exceed the smallestwinder tread bymore than 3/8 inch (9.5 mm).

SEAL MAYER S. ABBO, ARCHITECT This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

First Floor Finish Floor Slab 0' - 0"

Unit D Stair Section

R311.7.7.2 Continuity. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to awall shall have a space of not less than 1 1/2 inch (38 mm) between the wall and the handrails. Exceptions: 1. Handrails shall be permitted to be interrupted by a newel post at the turn. 2. The use of a volute, turnout, starting easing or starting newel shall be allowed over the lowest tread. R311.7.7.3Grip-size. All required handrails shall be of one of the following types or provide equivalent graspability. 1. Type I. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches (32 mm) and not greater than 2 inches (51 mm). If the handrail is not circular, it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 61/4 inches (160 mm) with a maximum cross section of dimension of 2 1/4 inches (57 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm). 2. Type II. Handrails with a perimeter greater than 6 1/4 inches (160 mm) shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8 mm) within 7/8 inch (22 mm) below the widest portion of the profile. This required depth shall continue for at least 3/8 inch (10 mm) to a level that is not less than 13/4 inches (45 mm) below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1 1/4 inches (32 mm) to a maximum of 23/4 inches (70 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm).

Revision Schedule Description

No.

Date

R311.7.7.4 Exterior wood/plastic composite handrails. Wood/plastic composite handrails shall comply with the provisions of Section R317.4.

Sim

8 7

First Floor Finish Floor Slab 0' - 0"

2 A410

17 16 15 14 13

Sim

11 10 9

FOYER HEAD ROOM

CEILING HEIGHT

7' - 6"

10' - 10"

+/- 9' - 2"

17 RISERS @ 7-83/128" HEIGHT EACH

POWDER CEILING HEIGHT

17 RISERS @ 7-83/128" HEIGHT EACH

10' - 10"

14 13

3' - 6"

1 A410

T.O.B. Finished Second Floor 10' - 10"

17 RISERS @ 7-83/128" HEIGHT EACH

17 16

10' - 10"

Sim

T.O.B. Finished Second Floor 10' - 10"

7' - 0"

2 A410

3' - 6"

MIN. 2' - 10"

T.O.B. Finished Second Floor 10' - 10"

R311.7.4 Stair treads and risers. Stair treads and risers shall meet the requirements of this section. For the purposes of this section all dimensions and dimensioned surfaces shall be exclusive of carpets, rugs or runners.

R311.7.7.1 Height. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches (864 mm)and not more than 38 inches (965 mm). Exceptions: 1. The use of a volute, turnout or starting easing shall be allowed over the lowest tread. 2. When handrail fittings or bendings are used to provide continuous transition between flights, the transition from handrail to guardrail, or used at the start of a flight, the handrail height at the fittings or bendings shall be permitted to exceed the maximum height.

A320

HALLWAY

R311.7.3 Walkline. The walkline across winder treads shall be concentric to the curved direction of travel through the turn and located 12 inches (305 mm)from the side where the winders are narrower. The 12-inch (305 mm) dimension shall be measured from the widest point of the clear stair width at the walking surface of the winder. If winders are adjacent within the flight, the point of the widest clear stair width of the adjacent winders shall be used.

R311.7.7 Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers.

A320

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

R311.7.6 Stairwaywalking surface. Thewalking surface of treads and landings of stairways shall be sloped no steeper than one unit vertical in 48 inches horizontal (2percent slope).

R311.7.5 Landings for stairways. There shall be a floor or landing at the top and bottom of each stairway. Exception:Afloor or landing is not required at the top of an interior flight of stairs, including stairs in an enclosed garage, provided a door does not swing over the stairs. A flight of stairs shall not have a vertical rise larger than 12 feet (3658 mm) between floor levels or landings. The width of each landing shall not be less than the width of the stairway served. Every landing shall have a minimum dimension of 36 inches (914 mm) measured in the direction of travel.

A A 26002234

DINING ROOM

13 12 11 10 9 8

MIN. 6' - 8"

10' - 10"

POWDER

17 RISERS @ 7-83/128" HEIGHT EACH

7' - 2"

CEILING HEIGHT

DINING ROOM

17 RISERS @ 7-83/128" HEIGHT EACH

11 10

CEILING HEIGHT

+/- 8' - 6"

POWDER

CEILING HEIGHT

17 RISERS @ 7-83/128" HEIGHT EACH

HEDROOM HEIGHT

2 CAR GARAGE

T.O.B. Finished Second Floor 10' - 10"

MIN. 2' - 10"

17 16

T.O.B. 20' - 2"

R311.7.1Width. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall not project more than 4.5 inches (114 mm) on either side of the stairway and the minimum clear width of the stairway at and below the handrail height, including treads and landings, shall not be less than 311/2 inches (787 mm) where a handrail is installed on one side and 27 inches (698 mm) where handrails are provided on both sides. Exception: The width of spiral stairways shall be in accordance with Section R311.7.9.1.

R311.7.8 Illumination. All stairs shall be provided with illumination in accordance with Section R303.6. SECTION R312 GUARDS R312.1 Where required. Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 36 inches (914 mm) horizontally to the edge of the open side. Insect screening shall not be considered as a guard. R312.2 Height. Required guards at open-sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches (914 mm) high measured vertically above the adjacent walking surface, adjacent fixed seating or the line connecting the leading edges of the treads. Exceptions: 1. Guards on the open sides of stairs shall have a height not less than 34 inches (864 mm) measured vertically from a line connecting the leading edges of the treads. 2. Where the top of the guard also serves as a handrail on the open sides of stairs, the top of the guard shall not be not less than 34 inches (864 mm) and not more than 38 inches (965 mm) measured vertically from a line connecting the leading edges of the treads. R312.3 Opening limitations. Required guards shall not have openings from thewalking surface to the required guard height which allowpassage of a sphere 4 inches (102 mm)in diameter. Exceptions: 1. The triangular openings at the open side of a stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches (153 mm) in diameter. 2. Guards on the open sides of stairs shall not have openings which allow passage of a sphere 4 3/8 inches (111 mm) in diameter.

Stair Sections

1/4" = 1'-0" Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

Checker

A320 Scale

1/4" = 1'-0"

8/22/2012 7:56:27 PM

A320

FOUR UNIT BUILDING

Portofino Meadows

NOTE 3: STAIR DESIGN TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO FABRICATION.

STAIR CONSTRUCTION NOTES NOTE 1: WOOD STAIR STRUCTURE AND INSTALLATION PER SHOP DRAWINGS. SHOP DRAWINGS TO BE SUBMITTED, STAMPED AND REVIEWED BY STRUCTURAL ENGINEER.

NOTE 2: CONTRACTOR TO VERIFY FLOOR FINISH MATERIAL ON STAIR AND FLOOR LEVELS PRIOR TO FABRICATION TO ALLOW EQUAL TREAD HEIGHT BETWEEN FLOORS.

NOTE 3: STAIR DESIGN TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO FABRICATION. R311.7 Stairways.

A321

T.O.B. 20' - 2"

T.O.B. Finished Second Floor 10' - 10"

17 16 15

1/4" = 1'-0"

R311.7.4.1Riser height. The maximum riser height shall be 73/4 inches (196 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). R311.7.4.2 Tread depth. The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the treadâ&#x20AC;&#x2122;s leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Consistently shaped winders at thewalkline shall be allowed within the same flight of stairs as rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread depth. Winder treads shall have a minimum tread depth of 10 inches (254 mm) measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a minimumtread depth of 6 inches (152 mm) at any point within the clear width of the stair.Within any flight of stairs, the largest winder tread depth at the walkline shall not exceed the smallestwinder tread bymore than 3/8 inch (9.5 mm).

CEILING HEIGHT

9 8

POWDER 8' - 0"

First Floor Finish Floor Slab 0' - 0"

Stair Section

1/4" = 1'-0"

SEAL MAYER S. ABBO, ARCHITECT This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

R311.7.4.3 Profile. The radius of curvature at the leading edge of the tread shall be no greater than 9/16 inch (14.3 mm). A nosing not less than 3/4 inch (19 mm) but not more than 1 1/4 inches (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of floors and landings. Beveling of nosings shall not exceed 1/2 inch (12.7 mm). Risers shall be vertical or sloped from the underside of the leading edge of the tread at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are permitted, provided that the opening between treads does not permit the passage of a 4-inch (102 mm) diameter sphere. Exceptions: 1. A nosing is not required where tread depth is a minimum of 11 inches (279 mm). 2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches (762 mm) or less. R311.7.5 Landings for stairways. There shall be a floor or landing at the top and bottom of each stairway. Exception:Afloor or landing is not required at the top of an interior flight of stairs, including stairs in an enclosed garage, provided a door does not swing over the stairs. A flight of stairs shall not have a vertical rise larger than 12 feet (3658 mm) between floor levels or landings. The width of each landing shall not be less than the width of the stairway served. Every landing shall have a minimum dimension of 36 inches (914 mm) measured in the direction of travel.

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

R311.7.6 Stairwaywalking surface. Thewalking surface of treads and landings of stairways shall be sloped no steeper than one unit vertical in 48 inches horizontal (2percent slope).

2x12 SOUTHERN YELLOW PINE # 1 K.D. STRINGER ROUTERED 1/2" TO RECEIEVE TREADS AND RISERS.

R311.7.7 Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers.

STAIR STRINGER

1 X SPRUCE # 3 OR 3/4" CDX PLYWOOD RISER.

USP MPA1 (SEE NOTICE OF ACCEPTANCE)

5/4" SOUTHERN YELLOW PINE # 2 (ACTUAL THICKNESS IS 1") TREAD.

RAILINGS SHALL BE CAPABLE OF SAFELY SUBSTAINING A HORIZONTAL LOAD OF 50 PLF AND A NON-CONCURRENT HORIZONTAL LOAD OF 200 LBS AT ANY POINT PER PANEL. 1" 2 7/8" 1 1/8"

5 1/2"

1 1/8"

4" BEARING

3/4" 5

CONC. SLAB

1 3/4"

32"

42"

3 33"

40 1/2"

42" A.F.F.

2" 2"

HAND RAIL #1 DENSE So YELLOW PINE

#10 X 2" LONG STL. LAG SCREW @ 16" O.C.

VARIES

3 3/4"

2" 4

2X12 STAIR STRINGER

4 LANDING SECURED TO 4X4 POST W/ 1- 14 GAUGE STRAP USP#RT18F W/ 8D NAILS.

KEY NOTES:

1 3/4"

5 1/2"

VARIES

3 3/4" 1 3/4"

5 1/2"

h/2 h/2

2" 3 3/4" 1 3/4"

5 1/2"

DETAIL-A

40 1/2"

35 3/4"

36 3/4"

42" A.F.F.

40 1/2"

35 3/4"

36 3/4"

42 1/4"

2X12 S.Y.P. END RISER

CLOSED RISER STAIR DETAIL WALL RAIL CONNECTION

1 11/16" X 1 11/16" PICKETS @ 5 1/4" O.C. #1 KD So YELLOW PINE. (FB=1750 PSI)

CONNECTION T0 CONC. FLOOR SLAB.

2X12 S. Y. P. FASCIA

CONNECTION T0 FLOOR WOOD TRUSS

WD. TRUSS

CONNECTION T0 STAIRS

Guard rail at 42" above nosing of tread or 42" from finish floor Wall railing at 34" to 38" above nosing of tread

ALL DIMENSIONS AND LAYOUT MUST BE CHECKED BY BUILDER BEFORE FABRICATION NOTE: STAIR MANUFACTURER TO PROVIDE FINAL SHOP DRAWINGS AND CALCULATIONS WHICH SUPERCEDE THESE DETAILS IN THE EVENT OF ANY DISCREPENCIES. ALL HANDRAILS SHALL COMPLY WITH FBC RESIDENTIAL SECTION R311.7.7.

2x6 LANDING W/ 3/4" CDX. PLAYWOOD GLUED AND NAILED MEMBERS ARE 16" 0.C. MAX. EACH MEMBER ATTACHED W/ USP#CLPBF BUTTERFLY CLIP.

# 12 X 3" LONG STL. LAG SCREW @ 16" O.C.

3/8" X 3 1/2" LAG W/S12 ANCHORS.

# 12 X 3" LONG STL. LAG SCREW AT 8" O.C.

LANDING SECURED TO BLOCK WALL W/ 3" DRIVE PINS.

1X4 BLOCKING

MIN CLEAR DISTANCE BETWEEN RAIL & WALL 2-1/4"

TYPICAL 2X4 P.T. SECURED TO BLOCK WALL W/ 3" DRIVE PINS DIRECTLY UNDER LANDING.

NOTE:

SUB-FASCIA BY BLDR.

STRINGER TO BE FASTENED TO END RISER WITH USP MPA1 AS SHOWN (SEE DADE COUNTY APPROVAL)

FASTEN END RISER W/5-1/2"DIA. X 4 1/2" LAG BOLTS W/SHIELDS FOR CONC. LANDING OR 8-5/16 DIA. X 4" LAG SCREWS FOR WOOD LANDING.

2x6 LANDING W/ 3/4" CDX. PLAYWOOD GLUED AND NAILED MEMBERS ARE 16" 0.C. MAX. EACH MEMBER ATTACHED W/ USP#CLPBF BUTTERFLY CLIP.

TYPICAL 4X4 POST SECURED TO SLAB W/ STEEL POST ANCHOR, SHOT W/ 1 1/2" HILTI DRIVE PINS AND NAILED TO POST W/ 4-8D NAILS

ALL DIMENSIONS AND LAYOUT MUST BE CHECKED BY BUILDER BEFORE FABRICATION

1/4" = 1'-0"

STAIR STRINGER

R311.7.8 Illumination. All stairs shall be provided with illumination in accordance with Section R303.6.

W/ 1-FAP18

W/ 2-FAP18

36"

7'-2"

14'-5"

38"

6'-10"

13'-8"

40"

6'-6"

13'-0"

42"

6'-2"

12'-4"

(STAIR ANCHORAGE AT UPPER LANDING)

DETAIL-C

R312.1 Where required. Guards shall be located along open-sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 36 inches (914 mm) horizontally to the edge of the open side. Insect screening shall not be considered as a guard. R312.2 Height. Required guards at open-sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches (914 mm) high measured vertically above the adjacent walking surface, adjacent fixed seating or the line connecting the leading edges of the treads. Exceptions: 1. Guards on the open sides of stairs shall have a height not less than 34 inches (864 mm) measured vertically from a line connecting the leading edges of the treads. 2. Where the top of the guard also serves as a handrail on the open sides of stairs, the top of the guard shall not be not less than 34 inches (864 mm) and not more than 38 inches (965 mm) measured vertically from a line connecting the leading edges of the treads.

MIN. 2X12 S.Y.P. END RISER

STAIR WIDTH

LANDING SECURED TO 4X4 POST W/ 1- 14 GAUGE STRAP USP#RT18F W/ 8D NAILS

Date

SECTION R312 GUARDS

STRINGER TO END RISER CONNECTION CALCULATIONS L=MAX. STAIR CLEAR SPAN W=110 P.S.F. FASTENER CAPACITY FOR NORMAL LOADING: R=745/1.25=596#

MAXIMUM CLEAR SPAN

DETAIL-D

RAILING TYPICAL DETAILS

PLAN VIEW

LANDING SECURED TO 4X4 POST W/ 114 GAUGE STRAP USP#RT18F W/ 8D NAILS

Revision Schedule Description

No.

R311.7.7.4 Exterior wood/plastic composite handrails. Wood/plastic composite handrails shall comply with the provisions of Section R317.4.

SECTION-A

STRINGER 2X12 S. Y. P. FASCIA

R311.7.7.3Grip-size. All required handrails shall be of one of the following types or provide equivalent graspability. 1. Type I. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches (32 mm) and not greater than 2 inches (51 mm). If the handrail is not circular, it shall have a perimeter dimension of at least 4 inches (102 mm) and not greater than 61/4 inches (160 mm) with a maximum cross section of dimension of 2 1/4 inches (57 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm). 2. Type II. Handrails with a perimeter greater than 6 1/4 inches (160 mm) shall have a graspable finger recess area on both sides of the profile. The finger recess shall begin within a distance of 3/4 inch (19 mm) measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch (8 mm) within 7/8 inch (22 mm) below the widest portion of the profile. This required depth shall continue for at least 3/8 inch (10 mm) to a level that is not less than 13/4 inches (45 mm) below the tallest portion of the profile. The minimum width of the handrail above the recess shall be 1 1/4 inches (32 mm) to a maximum of 23/4 inches (70 mm). Edges shall have a minimum radius of 0.01 inch (0.25 mm).

2X4 P.T. NAILER FASTENED W/3-HILTI PINS (DS82P10) INTO CONC. LANDING OR 6-16d NAILS INTO WOOD LANDING

SCALE 3/4" = 1'0"

3/4"

5 1/2"

2 7/8"

2 7/8" 1 1/8" 3/4"

5 1/2"

6-10d NAILS TO P.T. NAILER

RISER AND TREAD GLUED AND WEDGED W/ WOOD WEDGES AND POWER NAILED TO STRINGERS.

7 1

1" TREAD NOSING

Note: Balusters spaced to reject 4" sphere

1" X 1" X 5" STIFFNER BLOCK NAILED AND GLUED TO RISER AND TREAD PLACED ON THE CENTER OF THE SPAN OF THE TREAD.

1 1/2"

2X12 STAIR STRINGER

R312.3 Opening limitations. Required guards shall not have openings from thewalking surface to the required guard height which allowpassage of a sphere 4 inches (102 mm)in diameter. Exceptions: 1. The triangular openings at the open side of a stair, formed by the riser, tread and bottom rail of a guard, shall not allow passage of a sphere 6 inches (153 mm) in diameter. 2. Guards on the open sides of stairs shall not have openings which allow passage of a sphere 4 3/8 inches (111 mm) in diameter.

Stair Sections and Details Client Name Project number Date

DADE COUNTY

07-02-12

Project Status

BUILDING PERMIT

Checked by

DETAIL-E 4

A321

STAIR DETAILS 3/8" = 1'-0"

Checker

Scale

As indicated

8/22/2012 7:56:31 PM

4 2

Stair Section

T.O.B. Finished Second Floor 10' - 10"

11 CEILING HEIGHT

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

7' - 3"

10' - 10"

17 RISERS @ 7-83/128" HEIGHT EACH

R311.7.2 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches (2032 mm) measured vertically from the sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion of the stairway. Exception: Where the nosings of treads at the side of a flight extend under the edge of a floor opening through which the stair passes, the floor opening shall be allowed to project horizontally into the required headroom a maximum of 43/4 inches (121 mm). R311.7.3 Walkline. The walkline across winder treads shall be concentric to the curved direction of travel through the turn and located 12 inches (305 mm)from the side where the winders are narrower. The 12-inch (305 mm) dimension shall be measured from the widest point of the clear stair width at the walking surface of the winder. If winders are adjacent within the flight, the point of the widest clear stair width of the adjacent winders shall be used.

Sim

A A 26002234

FOUR UNIT BUILDING

First Floor Finish Floor Slab 0' - 0"

2 A410

11 10 9

MIN. 2' - 10"

6' - 8"

MIN. HEADROOM

10' - 10"

14 13 12

17 RISERS @ 7-83/128" HEIGHT EACH

10' - 10"

CEILING HEIGHT

+/- 8' - 2"

17 RISERS @ 7-83/128" HEIGHT EACH

3' - 6"

T.O.B. Finished Second Floor 10' - 10"

STAIRS

3' - 6"

Sim

2 A410

WALL HEIGHT

MIN. 2' - 10"

TOILET

T.O.B. 20' - 2"

Portofino Meadows

T.O.B. 20' - 2"

CONT. DOUBLE 2X4 TOP PLATE

5/8" GYPSUM WALLBOARD ON FURRING @ 16" O/C

2X4 WOOD STUDS AT 16" O/C W/1 FULL LENGTH LAYER OF 5/8" TYPE "X" GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG NO. 6 DRYWALL SCREWS TO EACH SIDE. SCREWS ARE 8" O/C AROUND PERIMETER AND 12" O/C ON THE INTERMEDIATE STUDS

A A 26002234

P.T. 2X4 WOOD SOLE PLATE ATTACHED TO SLAB W/ 5/8" WEDGE ANCHORS AT 24" O/C (TYPICAL)

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

INTERIOR MONOLITHIC FOOTING (SEE FOOTING SCHEDULE) SEE STRUCTURAL PLANS/DETAILS FOR MORE INFO

1-HR BEARING WALL 1/4" = 1'-0"

FIRE RESISTANCE RATINGS - ANSI/UL 263 SEE GENERAL INFORMATION FOR FIRE RESISTANCE RATINGS - ANSI/UL 263

Design No. U905 SEAL MAYER S. ABBO, ARCHITECT

Bearing Wall Rating -- 2Hr. Non-Bearing Wall Rating -- 2Hr.

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

75/8" MIN

3/ " 4

HORIZONTAL SECTION

1. CONCRETE BLOCKS* :VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR : BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER: ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL: IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC*: (OPTIONAL-NOT SHOWN): 1-1/2 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). THE DOW CHEMICAL CO: TYPE THERMAX

* Bearing the U.L. Clasification Marking

Revision Schedule Description

No. 1

Bldg Dept Revision 1

Date 08-22-12

Fire Resistance Details Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

Checker

A400 Scale

1/4" = 1'-0"

8/22/2012 7:57:08 PM

FOUR UNIT BUILDING

Portofino Meadows

24 GA. METAL FLASHING ANCHORED TO CONC. BEAM W/#8 HEX- WASHER- HEAD GALV. SELF DRILLING CONC. ANCHORS @ 12" C/C AND ANCHORED TO 5/8" CDX PLYWOOD SHEATHING W/ 1-1/4" 11 GA. NAILS @ 4" O/C, SET IN A BED OF PLASTIC ROOF CEMENT.

NOTE: A RATED INTUMESCENT SEALANT SHALL BE USED TO FILL GAPS WHERE RATED ASSEMBLIES JOIN EACH OTHER DUE TO UNEVEN SURFACE PER COLLIER COUNTY FIRE PREVENTION AND PROTECTION CODE. ARTICLE FWL01-01.

CONT. 30# FELT BASE SHEET TIN- CAPPED W/ #8 HEX-HEAD SCREWS SEAL ANY VOIDS W/FIRE-CAULKING AS NEEDED

2x8 P.T. CONT. W/ 3/8" WEDGE ANCHORS @ 24" O/C MIN. 2-1/2" EMBED INTO CONC. BEAM ALT: JPW300 (JAMERCO DRIVE PIN) 6" O/C STAGGERED (1-1/2" EMBED.)

ASPHALT SHINGLE ROOFING ON PEEL & STICK

ASPHALT SHINGLE ROOFING ON PEEL & STICK 30# FELT TIN TAGGED TO 5/8" EXT. GRADE PLYWOOD SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN)

A A 26002234

SECURE SHEATHING TO ROOF TRUSSES PER DIAPHRAGM SCHEDULE AND BRACING NOTES

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

PRE-ENG. WOOD ROOF TRUSSES AT 24" O/C TYPICAL W/APPROVED GALV. TRUSS ANCHORS SEE FRAMING PLAN 12 6 BATT OR BLOWN INSULATION SEE ENERGY CALC.

RAKED TIE BEAM SEE PLAN

4'-0" 20'-2" T.O. B.B.

5/8" FIRE RETARDANT PLYWOOD SHEATHING IN ACCORDANCE W. FBC RESIDENTIAL SECTION R302.2

1/2" DRYWALL APPLIED TO UNDERSIDE OF TRUSSES

DRIP EDGE FLASHING STRAIGHT-CUT 2x8 PRE- PRIMED HEM-FIR FASCIA CEILING INSULATION PER ENERGY CALCULATIONS 2x4 DIAGONAL BRACE RESTRAINT LOCATION AS SHOWN ON PLAN

SOFFIT CLIP

2"x2" P.T. FIRESTOP.

CORNICE BAND - SEE PROFILE DETAIL

1/2" GYPSUM WALLBOARD FASTENED TO 2x2 P.T. FURRING STRIPS @ 24" O/C W/ TYP. DRYWALL SCREWS.

1x4 BRACING ATTACHED TO TOP OF TRUSS BOTTOM CHORD @ 6'-0" C/C W(2) 8d COMMON NAILS. BRACING SHALL BE RESTRAINED AT EACH END AT 20'-0" C/C INTERVALS.

10" O.H.

ALUMINUM PERFORATED SOFFIT

1/2" GYPSUM BOARD (3) 16D TYP - EA. INTERSECTION

DBL TOP PLATE PER FRAMING DETAILS

WALL INSULATION BETWEEN FURRING STRIPS (R-4.2) 2x2 P.T. FURRING STRIPS ATTACHED TO BLOCK WALL W/.O99 CASE HARD NAILS 2-1/2" LONG.

(1)7/8" CEMENTITIOUS FINISH OVER (2)P.B. WIRE LATH OVER (3)15# FELT PAPER OVER (4)EXT. GRADE PLYWD. (OR OSB) NAIL TO FRAME WALL PER DIAPHRAGM SCHEDULE

1/2" GYPSUM WALLBOARD W/FIBERGLASS INSULATION PER ENERGY CLACS WOOD FRAME WALL - SEE STRUCTURAL PLANS FOR FRAMING SPECIFICATIONS

SEAL MAYER S. ABBO, ARCHITECT This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

PROVIDE SOLID BLOCKING AT 4'-0"O.C. VERT. AND AS REQ'D

2x6 BTM PLATE FASTENED THRU BLOCKING TO MASONRY WALL W/ 5/8" W.A. AT 24"O.C. W/MIN. 4" EMBED

WOOD BASEBOARD

(2)2x6 BLOCKING BETWEEN TOP CHORDS FASTENED TO MASONRY PER DETAILS 2x2 P.T. FIRESTOP @ MIDHT.

WOOD FLOOR SHEATHING PER BRACING NOTES - NAIL TO TRUSSES AND BLOCKING PER DIAPHRAGM SCHEDULE.

METAL FLASHING AND STUCCO STOP OVER APPROVED MOISTURE BARRIER

8" CONCRETE MASONRY. UNITS PER UL #905 2-HR FIRE-RATING

Portofino Meadows

DOUBLE BOND BEAM AT ALL LOCATIONS, SEE STRUCTURAL PLANS

10'-10" T.O.B.B.

PRE-ENGINEERED WOOD FLOOR TRUSSES @ 24" O/C

FLOOR TRUSS

EMBEDED STRAP FASTEN TO 2x6 RIBBON SEE STRUCTURAL PLANS

10'-10" T.O. TRUSS 8" X 16" BOND BEAM W/CONT. BARS PER SCHEDULE - BENT AT CORNERS 30" MIN. EACH WAY (TYP) SEE STRUCTURAL PLANS AND BEAM SCHEDULE

FLOOR TRUSS

1/ " 2

1/2" DRYWALL APPLIED TO UNDERSIDE OF TRUSS'S UNLESS NOTED DIFFERENT ON PLANS

THICK CEMENTITIOUS FINISH OVER 8" MASONRY WALL

18" DEEP TOP CHORD BRG. WD. FLR. TRUSSES - SEE FRAMING PLAN FOR TRUSS LAYOUT AND DIRECTION

DOUBLE BOND BEAM AT LEDGER LOCATIONS, SEE STRUCTURAL PLANS PROVIDE HORIZ. NAILER AND FIRESTOP AT 4'-0" O/C OR AT PANEL EDGES

1 x 4 PT FIRESTOP VERTICAL REINF. IN FILLED CELL W/3,000 PSI CONCRETE GROUT. SEE STRUCTURAL PLANS

1/2" DRYWALL ON 1 X 2 P.T. WD. FURRING STRIPS @ 24" O.C. PROVIDE R-4.1 MIN. INSULATION IN CAVITY

WOOD BASEBOARD

1 1/2" DEEP RECESS

4" CONCRETE FIBERMESH SLAB ON VAPOR BARRIER OVER WELL COMPACTED FILL

0'-0" FIN. FLOOR SLAB

Date

MIN.

SEE FOUNDATION PLAN FOR FOOTING DETAILS

Revision Schedule Description

No.

1-1/2"

APPLY 1/2" GYPSUM DRYWALL OVER FURRING AT 16" O/C. ON 8" CMU BLOCK PER APPROVED UL LISTED METHOD FOR 2-HR FIRERATING

USE 4" HIGH BLOCK AT SLAB IF REQ'D. (TYPICAL)

FOUR UNIT BUILDING

4'-0" 5/8" FIRE RETARDANT PLYWOOD SHEATHING IN ACCORDANCE W. FBC RESIDENTIAL SECTION R302.2

0'-0" FIN. FLOOR SLAB

VAPOR BARRIER MONO. CONC. FOOTING - SEE FOUNDATION PLAN FOR NOTES & DETAILS

TYPICAL 2-HOUR WALL SECTION 3/4" = 1'-0"

Wall Type Sections

TYP 2-STORY FRAME WALL SECTION 3/4" = 1'-0"

Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

Checker

A410 Scale

3/4" = 1'-0"

8/22/2012 7:57:10 PM

(2) #10 S.M.S. TOP & BOTTOM @ EACH STUD 1'-4"

FLEXIBLE SEALANT INTO MIN.1/4"GAP

SLOPE MORTAR TO DRAIN

CONT. 25 GAUGE METAL TRACKS TOP & BOTTOM W/ (1) #10 SMS AT 24" O/C

1/4" ROUND W/CAULKING

PROVIDE CONTINOUS WATER PROOF FILM AS REQUIRED

25 GAUGE CHANNEL SHAPED STUDS 24" O/C W/1 FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD APPLIED VERTICALLY & ATTACHED W/ 1" LONG BUGLE HEAD SCREWS TO EACH SIDE @ 12" O/C

MICA SUPPORT BRACKET @ 48" O/C 3'-0"

2x4 STUD WALL W/ 1/2" GYP. BD. EA. SIDE TOP @ 40" A.F.F. TYP. WD. BASE

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

CONC. FLOOR SLAB

FLOOR DECK SYSTEM

HILTI PINS .145" DIA x 1" LG. @ 16" O/C W/ 1" WASHERS

SHOWER PAN DETAIL

1 1/2" = 1'-0"

TYP COUNTER SECTION

INTERIOR PARTITION

1/4" = 1'-0"

1 1/2"

SLOPED

SEAL MAYER S. ABBO, ARCHITECT

INSULATION- SEE ENERGY CALCS.

1 1/2"

TRUSS BOTTOM CHORD 3' - 0"

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

ACCESS CUT FROM 5/8" GYPSUM WALLBAORD

5/8" GYPSUM WALLBAORD 5/8" TYPE "X" GYPSUM WALLBAORD AT GARAGE PER FBC SEC. 406.1.4

DECOR. TRIM CASING

1'-9"

CMU WALL- STONE VENEER FINISH

12" = 1'-0"

Base Molding Profile Detail

ATTIC ACCESS SECTION

3/4" = 1'-0"

1/4" = 1'-0"

1" 1"

DRYER VENT THRU ROOF

4-1/2" DEEP X 12" WIDE X 20" HIGH RECESS FOR DRYER VENT

1" 1"

Sim

A420 WOOD BASE

Windoe Head Molding Profile Detail

1 1/2" = 1'-0"

Molding Profile Detail

1 1/2" = 1'-0"

Revision Schedule Description

No.

Date

DRYER VENT RECESS 1/4" = 1'-0"

2"x6" WOOD BACKING AT TOP OF WALL CABINET

WALL CABINET

Architecture Details

INTERIOR PARTITION WALL W/ 3-5/8" METAL STUDS @ 16" O.C. 2"x4" WOOD BACKING @BOTTOM OF WALL CABINET & @ WALLHUNG PLUMBING FIXTURE

3/4"

Client Name Project number

-PROVIDE BACKING FOR WALL CABINETS AS FOLLOWS: A MINIMUM 2" x 4" HORIZONTAL WOOD MEMBER, SECURELY FASTENED TO NOT LESS THAN (2) SUCH STUDS, SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG PLUMBING FIXTURE AND WALL CABINET.

4" 2"

Date Project Status

Cornice Molding Profile Detail 3" = 1'-0"

Window Trim Molding Profile Detail 6" = 1'-0"

Checker

A420

WOOD BACKING DETAIL 1/4" = 1'-0"

BUILDING PERMIT

Checked by

-PROVIDE 20 GA. MTL. STUDS @ 16" O.C. @ KITCHEN CABINETS WALL

07-02-12

Scale

As indicated

8/22/2012 7:57:13 PM

A A 26002234

FOUR UNIT BUILDING

1/2" CERAMIC TILE BACKER

40 MIL MIN. SHOWER PAN

Portofino Meadows

FLEXIBLE SEALANT INTO MIN.1/4"GAP CERAMIC TILE OVER MORTAR

1 4" 1 _2"

(2) 2X4 PT WD CURB

FINISHED CEILING - SEE TYP. WALL SECTION

1 1/2" MICA COUNTER TOP @ 42" A.F.F.

EMERGENCY ESCAPE & RESCUE OPENING NOTES

3' - 0"

Operation

101 SGL. SWING 101: 4 102 SLIDIING DOOR 8' - 0"

8' - 0"

FIXED

Style

ENTRACE DOOR WOOD

Exterior Door Schedule Dimensions Frame Width Height Thickness Material Finish

Finish PAINTED

3' - 0"

8' - 0"

METAL

PAINTED

ESP

8' - 0"

ALUMINU M

ESP

GARAGE DOOR METAL

PAINTED

16' - 0"

7' - 0"

N/A

GARAGE DOOR METAL

PAINTED

8' - 0"

7' - 0"

N/A

PATIO DOOR

ALUM./GLASS

OPERABLE 102: 4 103 OVERHEAD 103: 2 104 OVERHEAD 104: 2

ENTRANCE DOOR

Door Material

Fire Rating

Design Pressure

Comments EGRESS DOOR PER R311.2

PATIO DOOR

8' - 0"

16' - 0"

SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS R310.1 Emergency escape and rescue required. Basements, habitable attics and every sleeping room shall have at least one operable emergency escape and rescue opening. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room. Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches (1118 mm) above the floor. Where a door opening having a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section R310.3. The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a finished sill height belowthe adjacent ground elevation shall be provided with a window well in accordance with Section R310.2. Emergency escape and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way. Exceptions: 1. Basements used only to house mechanical equipment and not exceeding total floor area of 200 square feet (18.58 m2). 2. The emergency escape and rescue opening shall be permitted to open into a screen enclosure, open to the atmosphere, where a screen door is provided leading away from the residence. R310.1.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet (0.530 m2). Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet (0.465 m2).

R310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 mm).

7' - 0"

R310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches (610 mm).

A A 26002234 4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

R310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys, tools or special knowledge. R310.2 Window wells. The minimum horizontal area of the window well shall be 9 square feet (0.9 m2), with a minimum horizontal projection and width of 36 inches (914 mm). The area of the window well shall allow the emergency escape and rescue opening to be fully opened. Exception: The ladder or steps required by SectionR310.2.1 shall be permitted to encroach a maximum of 6 inches (152 mm) into the required dimensions of the window well.

EGRESS

8' - 0" TYP. U.N.O.

4' - 11 1/2"

TYPE B

3' - 0 1/2"

TYPE A1

SILL HEIGHT

TYPE A

TYPE B1 EGRESS

8' - 0" TYP. U.N.O.

4' - 11 1/2"

DOUBLE SINGLE HUNG

Model

Material

Finish

Single Hung

Commodity 25

3' - 1"

5' - 3"

Aluminum/Glass

ESP

Single Hung

Commodity 24

3' - 1"

4' - 2 5/8"

Aluminum/Glass

ESP

Double- Single Hung

Commodity (2) 25

6' - 2"

5' - 3"

Aluminum/Glass

ESP

Double- Single Hung

Commodity (2) 25

6' - 2"

5' - 3"

Aluminum/Glass

ESP

Double- Single Hung

Commodity (2) 24EH

6' - 2"

4' - 11 1/2"

Yes

Aluminum/Glass

ESP

Single Hung

Commodity 25

3' - 1"

5' - 3"

Aluminum/Glass

ESP

Single Hung

Commodity H33

2' - 2 1/2"

3' - 2 3/8"

Aluminum/Glass

ESP

Single Hung

Commodity 34EH

4' - 5 1/8"

5' - 3"

Yes

Aluminum/Glass

ESP

Single Hung

Commodity H34

4' - 5 1/8"

4' - 11 1/2"

Yes

Aluminum/Glass

ESP

Double- Single Hung

Commodity (2) 24EH

6' - 2"

4' - 11 1/2"

Yes

Aluminum/Glass

ESP

Single Hung

Commodity 13

1' - 7 1/8"

3' - 2 3/8"

Aluminum/Glass

ESP

1' - 0"

2' - 0"

VINYL

Louver Vent

Design Pressure

Comments

TYPE D

TYPE D1

EGRESS

3' - 0 1/2"

TYPE C1

TYPE E

TYPE F

R310.5Emergency escape windows under decks and porches. Emergency escape windows are allowed to be installed under decks and porches provided the location of the deck allows the emergency escapewindowto be fully opened and provides a path not less than 36 inches (914 mm) in height to a yard or court.

OPENING NOTES WINDOW MULLIONS NOTE 1: 1 X 2 X .125 ALUM. MULLION W/ 1-11/16 WIDE X 5-1/2 DEEP X 2-1/8 HIGH NOTE 2: MULLION CLIP - ATTACH WITH (2) 3/16" X 2 1/2 TAPCONS EA. CLIP. NOTE 3: MFR'S ATTACHMENT METHOD SHALL PREVAIL WHEN SUBMITTED W/COMPLETE PRODUCT APPROVAL FOR ALL HEAD, JAMB, AND SILL DETAILS

TYPE G

WINDOW LEGEND

FOLD UP WEATHER RESISTIVE BARRIER AND TEMPORARILY SECURE WEATHER RESISTIVE BARRIER

MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH GRACE VYCOR

CONC. OR MASONRY

STUCCO FINISH PERIMETER SEALANT

2x6 P.T. BUCK SET IN SEALANT FASTEN W/ 1/4" DIA. x 3-1/4" TAPCONS 3" FROM E.E. AND 6" O/C MAX.

CONC. OR MASONRY

DOOR TRIM DOOR FRAME FASTEN TO BUCK W/ (2) #6 GALV. x 2" SCREWS @ 2'-0" O/C DOOR TRIM PERIMETER SEALANT STUCCO FINISH

EXTERIOR SHEATHING

WEATHER RESISTIVE BARRIER

HEAD/JAMB DETAIL (DOOR)

1x6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" O/C. MAX.

DRYWALL BOARD CAULKING DOOR FRAME FASTEN THRU BUCK W/ (2) 3/16"x2-1/2" TAPCON SCREWS @ 2'-0" O/C

JAMB/HEAD DETAIL (S.G.D.)

SILL PLATE

GRACE VYCOR OR APP. EQUAL

GRACE VYCOR

GRACE VYCORNER™ CORNER PATCH RECOMMENDED OR APP. EQUAL

GRACE VYCOR

DOOR FRAME FASTEN TO BUCK W/(2) 3/16"x 2-1/2" TAPCON SCREWS @ 2'-0" O/C

PERIMETER SEALANT

1 2

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

CONC. FLOOR SLAB

GROUT BED

PERIMETER SEALANT STUCCO FINISH

CONCRETE SLAB

SILL DETAIL (DOOR)

DO NOT FLASH OVER BOTTOM NAILING FLANGE

FLOOR COVERING 3/4" MAX.

GRACE VYCOR

1x2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ 1-1/2" CASE HARDENED COIL NAILS AT 12" O/C. MAX. CONC. OR MASONRY

SILL DETAIL (S.G.D.)

PERIMETER SEALANT STUCCO FINISH

HEAD DETAIL (WINDOW)

CONC. COLUMN

1. CUT, FOLD UP AND TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION

WEATHER STRIPPING BY DOOR MANF. GARAGE DOOR

2. INSTALL GRACE VYCOR HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ALONG HEADER

GALV. STL. VERT. TRACK BY MANF. FASTENED TO TRACK BRACKETS W/ 1/4"-20x1/2" CARRIAGE BOLTS & LOCK NUTS

3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE AS SHOWN ABOVE

WINDOW FLASHING DETAIL N.T.S. INSTALLATION SHOWN IS BASED ON GRACE PRODUCT OR APPROVED EQUAL CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL

GALV. STL. TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16"x1-1/4" LAG SCREWS 2x6 P.T. ATTACHED TO COLUMN W/ 1/2" A.B. @ 2'-0" O/C VERT. (6" MAX. FROM ENDS)

JAMB DETAIL (GARAGE DOOR)

STUCCO FINISH HEAD FLASHING #8 x 1" LG. P.H. SMS @ 16" O/C & 6" MAX. FROM ENDS

ALUMINUM FRAME W/NAILING FIN CAULKING DRYWALL BOARD

HEAD DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2

ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS @ 12" O/C. MIN. 1-1/4" EMBED

ALUMINUM FRAME W/NAILING FIN

PERIMETER SEALANT STUCCO FINISH CONC. OR MASONRY 1x2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" O/C. MAX.

#8 x 1" LG. P.H. SMS @ 16" O/C & 6" MAX. FROM ENDS

DRYWALL BOARD CAULKING

JAMB DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2

HEAD FLASHING TIE-IN INSTRUCTIONS:

FRAME WALL

PERIMETER SEALANT DRYWALL BOARD CAULKING ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3/16" TAPCON SCREWS @ 12" O/C. MIN. 1-1/4" EMBED

WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2

TAPE

GRACE VYCOR

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

R310.4 Bars, grilles, covers and screens. Bars, grilles, covers, screens or similar devices are permitted to be placed over emergency escape and rescue openings, bulkhead enclosures, or window wells that serve such openings, provided the minimum net clear opening size complies with Sections R310.1.1 to R310.1.3, and such devices shall be releasable or removable from the inside without the use of a key, tool, special knowledge or force greater than that which is required for normal operation of the escape and rescue opening. The temporary installation or closure of storm shutters, panels, and other approved hurricane protection devices shall be permitted on emergency escape and rescue openings during the threat of a storm. Such devices shall not be required to comply with the operational constraints of Section R310.1.4. While such protection is provided, at least one means of escape from the dwelling or dwelling unit shall be provided. The means of escape shall be within the first floor of the dwelling or dwelling unit and shall not be located within a garage without a side-hinged door leading directly to the exterior. Occupants in any part of the dwelling or dwelling unit shall be able to access the means of escape without passing through a lockable door not under their control.

SINGLE HUNG

(ASSEMBLED WINDOW )

R310.3 Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. The bulkhead enclosure with the door panels in the fully open position shall provide the minimum net clear opening required by Section R310.1.1. Bulkhead enclosures shall also comply with Section R311.7.8.2.

NOT ALL NOTES MAY APPLY.

SILL HEIGHT

TYPE C

1 1: 6 2 2: 6 3 3: 2 4 4: 1 5 5: 6 6 6: 1 7 7: 1 8 8: 2 9 9: 5 10 10: 2 11 11: 1 V V: 2

Window Type

SEAL MAYER S. ABBO, ARCHITECT

Portofino Meadows

Window Type Mark

Mark

Window Schedule Window Size Width Height Egress

R310.2.1 Ladder and steps.Window wells with a vertical depth greater than 44 inches (1118 mm) shall be equipped with a permanently affixed ladder or steps usable with the windowin the fully open position. Ladders or steps required by this section shall not be required to comply with Sections R311.7 and R311.8. Ladders or rungs shall have an inside width of at least 12 inches (305 mm), shall project at least 3 inches (76 mm) from the wall and shall be spaced not more than 18 inches (457 mm) on center vertically for the full height of the window well.

PERIMETER SEALANT STUCCO FINISH

FRAME WALL

JAMB DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2 DRYWALL BOARD

ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE CAULKING

CAULKING ALUMINUM FRAME, SET IN CLEAR SILICONE & FASTEN W/ #8 x 1" LG. P.H. SMS @ 16" O/C & 6" MAX. FROM ENDS SILL FLASHING

NOTE: WHERE THE GAP BETWEEN THE WINDOW FRAME AND WINDOW BUCK IS 1/4" TO 3/4" THE BUILDER SHALL FILL IN THE GAP W/ CONTINUOUS BUCK BUILD-OUT MATERIAL (TO MATCH WIDTH OF FRAME) SECURED W/ WINDOW FRAME TAPCON. BUCK BUILD-OUT MATERIAL TO BE 1/4", 1/2", 5/8" EXTERIOR GRADE PLYWD. OR P.T. 1X SOUTH PINE LUMBER. ATTACH ALUMINUM FRAME TO CONCRETE FILLED MASONRY W/ 3/16" x2-1/4" LG. TAPCONS @ 12" O/C. WHERE THE GAP BETWEEN THE WINDOW FRAME AND THE WINDOW BUCK IS 3/4" TO 1" THE BUILDER SHALL FILL IN THE GAP W/ 1"XP.T. OR 1"XP.T W/ 1/4" CDX PLYWOOD. ATTACH FILLER MATERIAL & ALUMINUM FRAME TO CONCRETE FILLED MASONRY W/ 3/16" x2-3/4" LONG TAPCONS @ 12" O/C. WHERE THE GAP BETWEEN THE WINDOW FRAME AND THE WINDOW BUCK IS 1" TO 1-1/2" THE BUILDER SHALL REMOVE EXISTING BUCK AND INSTALL A NEW 2x P.T. OR RIPPED TO FIT 2x P.T. SUB-BUCK. ATTACH TO CONCRETE FILLED MASONRY W/ 3/16" x3-1/4" LONG TAPCONS @ 12" O/C. ATTACH 1x3 P.T. BUCK TO SUB-BUCK W/ 3/16" x3-1/2" LONG TAPCONS @ 12" O/C. ATTACH ALUMINUM FRAME TO BUCK W/ #10x1-1/2" LONG S.M.S.

Revision Schedule Description

No. 1

Bldg Dept Revision 1

PERIMETER SEALANT

SILL DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2

PERIMETER SEALANT

08-22-12

WHERE THE GAP BETWEEN THE WINDOW FRAME AND THE WINDOW BUCK IS 1-1/2" TO 2-1/4" THE BUILDER SHALL REMOVE EXISTING BUCK AND INSTALL A NEW 2x P.T. OR 2x PLUS 1x SUB-BUCK ATTACHED TO CONCRETE FILLED MASONRY W/ 3/16" x4" LONG TAPCONS @ 12" O/C. ATTACH 1x3 P.T. BUCK TO SUB-BUCK W/ 10d x1-1/2" LONG NAILS @ 8" O/C. ATTACH ALUMINUM FRAME TO BUCK W/ #10 x1-1/2" LONG S.M.S. WHERE GAP EXISTS FROM 2 1/4" TO 3" THE BUILDER SHALL REMOVE EXISTING BUCK AND INSTALL NEW DOUBLE 2x P.T. OR 2x P.T. PLUS RIPPED 2x ATTACHED TO CONCRETE FILLED MASONRY W/ 1/2" DIA. x6" LONG REDHEADS @ 16" O/C (MAX. 8" FROM ENDS). ATTACH 1x3 P.T. BUCK TO SUBBUCK W/ 10d x1-1/2" LONG NAILS @ 8" O/C. ATTACH ALUMINUM FRAME TO BUCK W/ #10 x1-1/2" LG. S.M.S. NOTE: 1/2" CDX PLYWOOD MAY BE USED TO FILL IN ODD SPACES BETWEEN WINDOW FRAME AND BUCK, HOWEVER THIS PLYWOOD MUST BE ANCHORED DIRECTLY TO THE CONCRETE FILLED MASONRY W/ A MIN. OF (2) 3/16" x3-1/2" LONG TAPCONS THROUGH THE ALUMINUM WINDOW FRAME. Flashing. Approved corrosion-resistant flashing shall be applied shingle-fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self-adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion- resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water-resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer’s written flashing instructions. 1.2 The flashing manufacturer’s written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copingsand sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of woodframe construction. 6. At wall and roof intersections. 7. At built-in gutters.

Door & Window Schedules Client Name Project number Date

07-02-12

Project Status

PRECAST OR POURED SILL W/ 1 #5 BAR

Date

BUILDING PERMIT

Checked by

Checker

STUCCO FINISH

A500

FRAME WALL

SILL DETAIL (WINDOW) WINDOW ATTACHED ACCORDING TO FBC 1707.4.4.2

Scale

As indicated

8/22/2012 7:57:14 PM

EXTERIOR DOOR LEGEND

FOUR UNIT BUILDING

GARAGE DOORS

ELECTRICAL NOTES NOT ALL NOTES MAY APPLY. GENERAL ELECTRICAL NOTES: NOTE 1: ELECTRICAL CONTRACTOR SHALL MAKE SURE ALL OUTLETS IN KITCHEN ARE SPACED AS PER N.E.C. REQUIREMENTS. NOTE 2: ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE ENTIRE CONSTRUCTION DOCUMENTS, INCLUDING ARCHITECTURAL, MECHANICAL AND STRUCTURAL SHEETS FOR COORDINATION OF HIS WORK WITH ALL TRADES, TO AVOID INTERFERENCE AND UNNECESSARY RELOCATION OF ELECTRICAL ROUGH-IN. NOTE 3: IN AIR HANDLING UNIT CLOSETS, ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR LOCATING POWER AND/OR DISCONNECT EXACTLY WHERE REQUIRED BY AIR HANDLING UNIT SPECIFICATION REQUIREMENTS. NOTE 4: IN BATHROOM AND TOILET ROOMS WITH EXHAUST FANS, SWITCH LOCATED CLOSEST TO THE DOOR FRAME SHALL BE FOR BOTH.

A A 26002234

NOTE 5: IN ALL BEDROOMS, SWITCH CLOSEST TO THE DOOR FRAME SHALL BE FOR WALL OUTLET SHALL BE FOR CEILING FAN AND LIGHT. WP GFI

WP GFI WP GFI

WP GFI

EQ OP

ALIGNED WITH CENTER LINE OF DOOR

COVERED PATIO WP GFI

ALIGNED WITH CENTER LINE OF DOOR

WP GFIPATIO COVERED

WP GFI

2' - 0"

CH GFI Tel.

2' - 7 1/8"

4' - 3 1/2"

3' - 2 1/8"

Tel. TV

3' - 4 7/8"

CEILING MOUNTED INCANDESCENT PINHOLE

CH GFI

SPOT LIGHT WALL MOUNTED FIXTURE OP

HI-HAT INCANDESCENT WW INDICATES WALL WASHER

2' - 4" OP

CH GFI

UP SD

E.B. SD

CH GFI

POWDER

WALL WASH

2' - 0"

DINING ROOM

3' - 0"

2' - 2" CH GFI

2' - 2"

S 2

3' - 0"

POWDER

DINING ROOM OP

2' - 11 5/8"

SPEAKER FLOOD LIGHT

PENDANT LIGHTS OP

EXHAUST FAN WITH LIGHT

RECESSED VAPOR PROOF HIGH-HAT

C-

1'-0" X 1'-0" FLUORESCENT LIGHT CAM

GFI

6' - 11 3/8"

SD UP C-

CLOSE CIRCUIT T.V. CAMERA - SECURITY

D 6' - 11 3/8"

FLOOR UP LIGHT

FOYER 2

LIVING ROOM

2 CAR GARAGE

"J" BOX

POWDER GFI

POWDER

LIVING ROOM

SMOKE DETECTOR 110V

EXHAUST FAN

EYE-BALL

GFI

4' - 0"

DINING ROOM OP

GFI

3' - 0 3/8"

CH GFI

LIVING ROOM

CH GFI OP D

CH GFI

3' - 0"

TRACK INCANDESCENT

J KITCHEN

4' - 9 7/8"

2' - 0" CH GFI

2 OP

3' - 0"

KITCHEN

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

FLUORESCENT TUBE

3' - 0"

SD UP

SEAL MAYER S. ABBO, ARCHITECT

ELECTRICAL LEGEND SYMBOL DESCRIPTION

FAMILY ROOM

2' - 0"

CH GFI

3' - 0"

2' - 6"

NOTE 10: WHEN APPLICABLE, ALL HH VP SHALL BE CENTERED IN TUB/SHOWER

RECESSED ADJUSTABLE ACCENT

UP SD 2' - 6"

Tel.

CH GFI

CH GFI DW

2' - 0"

CH GFI

LIVING ROOM

CH GFI

FAMILY ROOM

KITCHEN FAMILY ROOM

FAMILY ROOM

3' - 0"

Tel.

5' - 1 5/8"

3' - 0"

DINING ROOM OP

3' - 0" OP

3' - 6"

2' - 2"

3' - 0" OP

CH GFI

3' - 0"

CH GFI

J 3' - 0"

CH GFI DW

3' - 0"

DW D CH GFI

3' - 0"

KITCHEN J

2' - 11 3/4"

3' - 0"

OP 3' - 0"

3' - 0" Tel. TV

3' - 0"

Tel. TV

6' - 4"

CH GFI

2' - 4"

CH GFI Tel.

S 3' - 0 1/4"

NOTE 9: ALL WALL MOUNTED FIXTURES IN BATHROOMS AND TOILETS, SHALL BE ALIGNED TO THE CENTER LINE OF VANITY SINK/ PEDESTAL SINK.

ALIGNED WITH CENTER LINE OF WINDOW

3' - 0"

CH GFI

3' - 0"

CH GFI

3' - 0"

ALIGNED WITH CENTER LINE OF WINDOW

NOTE 8: ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR CHECKING AND VERIFYING ALL EQUIPMENT FURNISHED AGAINST THOSE SPECIFIED OR INTENDED AND HE SHALL REVISE BRANCH CIRCUITS AS MAY BE REQUIRED WITH PRIOR APPROVAL OF ENGINEER/ARCHITECT.

Tel. TV

CEILING FAN

FOYER UNDER CABINET HALOGEN STRIP

2 C

FOYER WP GFI

WP GFI

UNDER CABINET FLURECENT STRIP

No.

DOOR BELL

Revision Schedule Description

Date

Bldg Dept Revision 1

08-22-12

NOTE: 1. ALL SYMBOLS MAY NOT APPLY. 2. OP = OPTIONAL

COVERED ENTRY

C-

2 CAR GARAGE

C-

WP GFI

COVERED ENTRY

FOUR UNIT BUILDING

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

Portofino Meadows

F L

NOTE 6: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF 11. ANY DEFECTS FOUND DURING THE COMPLETION OF THE WORK, SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF HIS WORK.

1 CAR GARAGE

1 CAR GARAGE COVERED ENTRY

COVERED ENTRY

UNIT "D"

UNIT "E"

UNIT "F" 1

Electrical First Floor Building Plan 1/4" = 1'-0"

Client Name Project number

SMOKE DETECTORS & CARBON MONOXIDE ALARMS

Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

Checker

E-1.1 Scale

As indicated

8/22/2012 7:57:19 PM

UNIT "FR"

First Floor Building Electrical Plan

A A 26002234

NOTE 5: IN ALL BEDROOMS, SWITCH CLOSEST TO THE DOOR FRAME SHALL BE FOR WALL OUTLET SHALL BE FOR CEILING FAN AND LIGHT. NOTE 6: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITIONS OF 11. ANY DEFECTS FOUND DURING THE COMPLETION OF THE WORK, SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF HIS WORK.

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

NOTE 7: THE CONTRACTOR SHALL COORDINATE WITH FPL ALL REQUIREMENTS FOR CONDUIT ENTRY AND CABLE TERMINATION IN THE UTILITY TRANSFORMER AS REQUIRED IN ARTICLE 250, NATIONAL ELECTRICAL CODE. IF ANY CONFLICT EXISTS SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER ATTENTION PRIOR TO THE COMMENCEMENT OF WORK. NOTE 8: ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR CHECKING AND VERIFYING ALL EQUIPMENT FURNISHED AGAINST THOSE SPECIFIED OR INTENDED AND HE SHALL REVISE BRANCH CIRCUITS AS MAY BE REQUIRED WITH PRIOR APPROVAL OF ENGINEER/ARCHITECT. NOTE 9: ALL WALL MOUNTED FIXTURES IN BATHROOMS AND TOILETS, SHALL BE ALIGNED TO THE CENTER LINE OF VANITY SINK/ PEDESTAL SINK. S

S Tel.

3' - 0"

VP OP

3' - 0"

CEILING MOUNTED INCANDESCENT OP

OP PINHOLE

OP SD

Tel.

BEDROOM 1

SMOKE & CARBON MONOXIDE DETECTOR COMBO

CH GFI OP

RECESSED ADJUSTABLE ACCENT

SPOT LIGHT

TOILET

SMOKE & CARBON SD MONOXIDE DETECTOR COMBO

WALL MOUNTED FIXTURE

3 SD

HI-HAT INCANDESCENT WW INDICATES WALL WASHER

WALL WASH

TOILET

SD SMOKE & CARBON MONOXIDE DETECTOR COMBO

CH GFI

BATH 2

E.B.

CH GFI

TOILET

LAUNDRY

EYE-BALL SMOKE DETECTOR 110V

W.I.C. LAUNDRY

W DN

SMOKE & CARBON MONOXIDE DETECTOR COMBO

VP OP

1'-0" X 1'-0" FLUORESCENT LIGHT CAM

CEILING FAN

D OP

OP SD

3' - 0"

HALLWAY

3' - 0"

Tel.

LAUNDRY

3' - 0"

Tel.

UNDER CABINET FLURECENT STRIP

Tel.

BEDROOM 3

Bldg Dept Revision 1

08-22-12

OP J

BEDROOM 4

S Tel.

MASTER SUITE

3' - 0"

Tel.

3' - 0"

BEDROOM 3

NOTE: 1. ALL SYMBOLS MAY NOT APPLY. 2. OP = OPTIONAL

Date

DOOR BELL

Revision Schedule Description

No.

S Tel.

CLOSE CIRCUIT T.V. CAMERA - SECURITY

UNDER CABINET HALOGEN STRIP

MASTER SUITE

RECESSED VAPOR PROOF HIGH-HAT

W.I.C.

OP OP

EXHAUST FAN WITH LIGHT

LOFT

BATH 2

MASTER BATH

SMOKE & CARBON MONOXIDE DETECTOR COMBO

Tel. S

STAIRS

MASTER BATH

W.I.C.

CH GFI DN

HALLWAY

STAIRS

SMOKE & CARBON MONOXIDE DETECTOR COMBO

VP OP

FLOOD LIGHT EXHAUST FAN

BEDROOM 2

CH GFI

SPEAKER

PENDANT LIGHTS SD

CH GFI

HALLWAY

SD SMOKE & CARBON MONOXIDE DETECTOR COMBO

STAIRS

FLOOR UP LIGHT

2 3

VP OP

BATH 2

VP OP

W.I.C.

LOFT

"J" BOX

CH GFI

STAIRS

BATH 2

VP OP

CH GFI

MASTER BATH

W.I.C.

CH GFI

UNIT "FR"

UNIT "D"

UNIT "E"

UNIT "F" 1

Electrical Second Floor Building Plan

Second Floor Building Electrical Plan Client Name

1/4" = 1'-0" Project number

SMOKE DETECTORS & CARBON MONOXIDE ALARMS

Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

Checker

E-1.2 Scale

As indicated

8/22/2012 7:57:24 PM

3' - 0"

TRACK INCANDESCENT

EF 3

FLUORESCENT TUBE

MASTER SUITE

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

FOUR UNIT BUILDING

Tel.

ELECTRICAL LEGEND SYMBOL DESCRIPTION

OP 3' - 0"

SEAL MAYER S. ABBO, ARCHITECT

Portofino Meadows

3' - 0"

S J

OP SD

3' - 0"

MASTER BATH

BEDROOM 2

Tel.

3' - 0"

Tel. 3' - 0"

MASTER SUITE

Tel.S

BEDROOM 1

S Tel.

BEDROOM 2 TV

3' - 0"

OP 3' - 0"

BEDROOM 2

NOTE 10: WHEN APPLICABLE, ALL HH VP SHALL BE CENTERED IN TUB/SHOWER

SERVICE RISER NOTES:

1. 150A 1PH 120/240V N3R METER MAIN 2. (1) 2/0 SER AL 3

3. 200A MLO 30/40 N1 120/240V PNL 4. (1)#4 GRND W/(2) 5/8X8 GALV GRND RODS

5 4

5.SERVICE LATERAL BY UTILITY COMPANY

A A 26002234 4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

Electrical Riser NTS

SEAL MAYER S. ABBO, ARCHITECT

Electrical Panel NTS

FOUR UNIT BUILDING Revision Schedule Description

No.

Date

Electrical Riser & Panels Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

Checker

E-1.3 Scale

NTS

8/22/2012 7:57:27 PM

Portofino Meadows

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

3" bath duct to roof cap w/fan Nutone 696RNB

42X42 A/C SLAB BY BLDR MIN 2' FROM WALL

42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL A A 26002234 4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

12x6 1wcd 105

14x8 1wcd 195 14x8 1wcd 180

SEAL MAYER S. ABBO, ARCHITECT

12x6 1wcd 135 7" 12x6 1wcd 135

12x6 1wcd 135

8" 7"

14x8 1wcd 210

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

7" 6"

10" 10x6 1wcd 70

10x10 2wcd 120

10"

10x6 1wcd 55

10x6 1wcd

10x10 2wcd 120

8x4 1wcd

4" 4"

4" f

4" 5

5 f 8x4 1wcd 14"x10"x48"

12"

8x4 1wcd 14"x10"x48" 7"

14"x10"x48"

12x6 1wcd 70

5 8x4 1wcd 14"x10"x48"

FOUR UNIT BUILDING

Portofino Meadows

NOTE TO BUILDER:MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT ON DOORS TO HABITAL ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3

Revision Schedule Description

No.

Date

3" bath duct to roof cap w/fan Nutone 696RNB

UNIT "D"

UNIT "E"

UNIT "F" 1

HVAC First Floor Building Plan 1/4" = 1'-0"

First Floor Building HVAC Plan Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

Checker

M-1.1 Scale

1/4" = 1'-0"

8/22/2012 7:57:30 PM

UNIT "FR"

3" bath duct to roof cap w/fan Nutone 696RNB

12x12 rag

10x6 1wcd 55

12x6 1wcd 120 7"

12x6 1wcd 140

10x6 1wcd 120 14x14 fbrag

8x4 1wcd 4" 5

10x10 rag

12x6 1wcd 155

SEAL MAYER S. ABBO, ARCHITECT

12x12 rag 7"

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

7" f

9" 8" 14x14 rag

4" 10" 14x14 rag

8x4 1wcd 4" 6"

8x4 1wcd 5 4"

10x6 1wcd 10

8x4 1wcd 10

T 7"

5" DN

W D

12x6 1wcd 140 16x16 fbrag

9" 12x12 fbrag

12x6 1wcd 135

UNIT "FR"

10x6 1wcd 115

12"

4" dryer duct to roof cap w/dryer vent box

12"

10"

8x4 1wcd 10 12x12 rag

5 8x4 1wcd

18" D

24x18 fbrag

220

3.0 TON W/8KW @240V 1PH 18x13 plen 22x14 rad A/H hanging in attic scale :1/8"=1'0"

175

10x6 1wcd 40

8x4 1wcd 10

12"

18"

10x6 1wcd 10

6" 6"

16"

14"

14x8 1wcd

10x10 rag

14x14 rag

10x6 1wcd

12x6 1wcd

12"

5 8x4 1wcd

8x4 1wcd 10 f

8x4 1wcd 15 4"

10x6 1wcd 40

8x4 1wcd 5

9" 14x14 rag

8x4 1wcd 10

16" 24x18 fbrag

8x4 1wcd 5

8x4 1wcd 15 4"

12"

4" 8x4 1wcd 5

12x12 fbrag 2.5 ton w/8kw @240v 1ph 18x10 plen 20x12 rad scale :1/8"=1'0" A/H Hanging in attic 4" dryer duct to roof cap w/dryer vent box

UNIT "D"

14x8 1wcd 170

14" 24x18 fbrag

2.5 ton w/5kw @240v 1ph 18x10 plen 20x12 rad scale :1/8"=1'0" A/H hanging in attic

14x8 1wcd 220

16x16 fbrag 9" 12x12 fbrag

Revision Schedule Description

No.

12x6 1wcd

Date

135

UNIT "E"

4" dryer duct to roof cap w/dryer vent box

UNIT "F"

3.0 TON W/8KW @240V 1PH 18x13 plen 22x14 rad A/H hanging in attic scale :1/8"=1'0"

HVAC Second Floor Building Plan 1/4" = 1'-0"

Second Floor Building HVAC Plan Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

Checker

M-1.2 Scale

1/4" = 1'-0"

8/22/2012 7:57:33 PM

12x6 1wcd 145

10x10 rag

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

10x6 1wcd 120 12x12 rag

4" dryer duct to roof cap w/dryer vent box

A A 26002234

FOUR UNIT BUILDING

12x6 1wcd 140

3" bath duct to roof cap w/fan Nutone 696RNB

Portofino Meadows

3" bath duct to roof cap w/fan Nutone 696RNB

A A 26002234 4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748 HB-1

HB-1 HB-1

HB-1 1/ " 2

1/ " 2

S-1

1/ " 2 1/ " 2

1/ " 2

IM-1

S-1

1/ " 2

WC-1

3/ " 4

L-2 3"

3/ " 4

2" 2" 3"

L-2 3/ " 4

3/ " 4

L-2 1/ " 2

3/ " 4

IM-1

WC-1

L-2

WC-1

IM-1 3/ " 4

3" San 3/ " H&C 4 Up to 2nd Floor

2" 3/ " 4

1/ " 2

3/ " 4

3" San H&C Up to 2nd Floor 3/ " 4

FOUR UNIT BUILDING

S-1 3" San 3/ " H&C 4 Up to 2nd Floor

1/ " 2

3" San 3/ " H&C 4 Up to 2nd Floor

Portofino Meadows

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

1/ " 2

IM-1

3/ " 4

SEAL MAYER S. ABBO, ARCHITECT

S-1

Revision Schedule Description

No.

Date

3" 3" 1" 1"

HB-1 4" 2-WAY CLEANOUT

HB-1 SOV in 6" ROUND VALVE BOX

4" 2-WAY CLEANOUT

HB-1

HB-1 4" 2-WAY CLEANOUT

UNIT "FR"

SOV in 6" ROUND VALVE BOX

4" 2-WAY CLEANOUT

UNIT "D"

UNIT "E"

UNIT "F" 1

Plumbing First Floor Building Plan 1/4" = 1'-0"

First Floor Plumbing Plan Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

Checker

P-1.1 Scale

1/4" = 1'-0"

8/22/2012 7:57:35 PM

SOV in 6" ROUND VALVE BOX

A A 26002234 4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748 L-1

2" L-1

1/ " 2

SEAL MAYER S. ABBO, ARCHITECT

2" 3/ " 4

WC-1

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

3" 1/ " 2

WC-1 1/ " 2

L-1

2" L-1

L-1

1/ " 2

WC-1 2"

3/ " 4

3" San H&C Down to 1st Floor 3/ " 4

L-1

L-1 2" L-1

3/ " 4

WB-1

1/ " 2

L-1

1/ " 2

WC-1 1/ " 2

WB-1

3/ " 4 1/ " 2

3/ " 4

1/ " 2

WC-1

1/ " 2

3/ " 4

WC-1 2"

1/ " 2

L-1

" 1/ " 2

1/ " 2

L-1

2" DN

WC-1

3/ " 4

1/ " 2

WB-1

1/ " 2

WB-1

3" San 3/ " H&C 4 Down to 1st Floor

1/ " 2

3/ " 4

Revision Schedule Description

No.

UNIT "FR"

UNIT "D"

UNIT "E"

Date

UNIT "F" 1

Plumbing Second Floor Building Plan 1/4" = 1'-0"

Second Floor Plumbing Plan Client Name Project number Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

Checker

P-1.2 Scale

1/4" = 1'-0"

8/22/2012 7:57:38 PM

1/ " 2

3" San 3/ " H&C 4 Down to 1st Floor

L-1

3" 3/ " 4

FOUR UNIT BUILDING

3" San 3/ " H&C 4 Down to 1st Floor

Portofino Meadows

1/ " 2

HB-1

SH-1 L-1

L-1 1/ " 2

1/ " 2

HB-1 SH-1

L-1

1/ " 2

WB-1 1/ " 2

L-1

S-1

1/ " 2

3/ " 4

1/ " 2 1/ " 2

L-2

WC-1 3/ " 4

L-1

1/ " 2

WC-1

1/ " 2

3/ " 4

BT-2

4651 SHERIDAN ST. SUITE 480 HOLLYWOOD FLORIDA, 33021 VOICE: 954.392.8788 FAX: 954.392.8748

WC-1

1/ " 2

3/ " 4

1/ " 2

L-1

1/ " 2

3/ " 4

1/ " 2

BT-3

L-1

1/ " 2

L-1

1/ " 2

WH-1

L-1

S-1

SH-1

1/ " 2

3/ " 4

BT-1

WC-1 1/ " 2

1/ " 2

WC-1 1/ " 2

1/ " 2

A A 26002234

L-1

3/ " 4

1/ " 2

SH-1

L-1

1/ " 2

WC-1

1/ " 2

WC-1

BT-2

3/ " 4

BT-2

1/ " 2

IM-1

1/ " 2

L-1

WB-1

WH-1

1/ " 2

WC-1

1/ " 2

3/ " 4

1/ " 2

BT-1

HB-1

WC-1

3/ " 4

1/ " 2

WC-1

HB-1

3/ " 4

WB-1 3/ " 4

BT-1 3/ " 4

3/ " 4

1/ " 2

S-1 1/ " 2

1/ " 2

L-2 1/ " 2

BT-1

WH-1 1/ " 2

IM-1 3/ " 4

1/ " 2

S-1

3/ " 4

3/ " 4 1/ " 2

SEAL MAYER S. ABBO, ARCHITECT

1/ " 2

3/ " 4

L-2 WB-1

This document is the property of PRIME DESIGN ASSOCIATES, LLC and shall not be reproduced without the written consent of PRIME DESIGN ASSOCIATES, LLC

IM-1 1/ " 2

3/ " 4

1/ " 2

WC-1

3/ " 4 1/ " 2 3/ " 4

IM-1

HB-1 1"

3/ " 4

WC-1

WH-1

HB-1

L-2 SOV in 6" ROUND VALVE BOX

3/ " 4

1/ " 2

SOV in 6" ROUND VALVE BOX

UNIT "D" WATER RISER

UNIT "FR" WATER RISER

UNIT "E" WATER RISER

UNIT "F" WATER RISER

VTR SH-1

WC-1

FOUR UNIT BUILDING

SOV in 6" ROUND VALVE BOX

Portofino Meadows

SOV in 6" ROUND VALVE BOX

HB-1

BT-2

AAV

SH-1

L-1

AAV

L-1

AAV

L-1

VTR L-1

Date

L-1

WC-1

2" S-1

VTR

AAV

SH-1

BT-2

WC-1

S-1 2"

S-1

WB-1

BT-1 VTR

AAV 2"

L-1

SH-1 2"

3" 3"

WC-1

L-1

2" BT-2

WB-1

L-1

L-2

WC-1

WC-1 3"

BT-1

L-1

2" WB-1

2" L-1

AAV

BT-3

WB-1

2" VTR

WC-1

Revision Schedule Description

No.

VTR

AAV

L-1

AAV

L-2

WC-1

3" 2"

3" 3"

2" 3"

L-2

BT-1

AAV

Plumbing Risers

WC-1 3"

2" 2" L-2

S-1 2"

WC-1 2" 4" 2-WAY CLEANOUT

3" 3"

Client Name 3"

UNIT "FR" SANITARY RISER

UNIT "D" SANITARY RISER

4" 2-WAY CLEANOUT

UNIT "E" SANITARY RISER

Project number

UNIT "F" SANITARY RISER

Date

07-02-12

Project Status

BUILDING PERMIT

Checked by

Checker

P-1.3 Scale

3/16" = 1'-0"

8/22/2012 7:57:39 PM

4" 2-WAY CLEANOUT