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HomeMy WebLinkAboutPermit Set_Architectural Plans_Lot 23 O > 0 £ Custom Residence for : 3 E (aa goy yia Qi5 0 O c U O N ai a C � C O O �a d a C e co N N U ■ � > C'aL O N N £y m� d Industries m o ID w o AVA L N BY THE BEACH " L T 2 0o a Zia11 E 6 m o ai > aai Lucie FL St . Parcel ID Q N of D RAW I N G INDEX REVISION SHEET NO. DESCRIPTION L REVISION SHEET NO. DESCRIPTION A6.1 WINDOW & DOOR DETAILS (� GENERAL NOTES A7.1 WALL SECTIONSCU A0.1 COVER SHEET, DRAWING INDEX, PROJECT TEAM A7.2 WALL SECTIONS G A0.2 CODE INFORMATION, GENERAL NOTES MEP H LANDSCAPE ARCHITECTURE P1 .01 PLUMBING SANITARY RISER 4-0 U �bpo LA-1 GRADING AND DRAINAGE PLAN M1.01 MECHANICAL PLAN cr) W LA-2 HARDSCAPE PLAN E1.01 ELECTRICAL PLAN O 4-0 LA-3 HARDSCAPE PLAN — m SITE PLAN STRUCTURAL SP1 .1 SITE PLAN U SO NOTES AND SCHEDULES L ARCHITECTURAL S1 FOUNDATION PLAN Q A1.0 OVERALL FLOOR PLANS / AREA CALCULATIONS S2 LOW ROOF AND FLOOR FRAMING PLAN A1.1 FIRST AND SECOND FLOOR PLANS S3 HIGH ROOF FRAMING PLAN A2.1 ROOF PLAN L1 FIRST AND SECOND FLOOR LINTEL PLANS A3.1 ELEVATIONS - FRONT, REAR & RIGHT SIDE L2 GENERAL STAIR SECTION & MASONRY DETAILS A3.2 ELEVATIONS - LEFT SIDE & BUILDING SECTION SN NOTES AND SCHEDULES A4.1 STAIR SECTION & DETAILS D1 FOUNDATION DETAILS D2 FRAMING DETAILS D3 FRAMING DETAILS D4 FRAMING DETAILS N c) N ` L O IL J 3 = " cn = W J N m 0 LU w U U E � Q a- Q 0 Q G J �I I� o Q :I h �r w ' sw Ilu .I � v '•I ��� r / "%VVIw�` z Lu CD o ff U W N �I' i I/ �l ��1i ql iil'' U Q a Q o Q A U �a O C C O.a C N_ C d � C - N o.w � 3 N BUILDER STRUCTURAL ENGINEER ARCHITECT E �a o� ao ■ t 0 ENGINEERING "AH CLMM ASSOCIATES a TSG ComponY ARCH ITECTU RAL G R O U P I N C CONSTRUCTION MANAGEMENT � DESIGN/BUILD 3920 EDGEWATER DRIVE, SUITE 101 �L ORLANDO, FLORIDA 32804 A 1512 SE VILLAGE GREEN DR. 249 MAITLAND AVE . SUITE 3000 PH : 407-647-0938 �— _2 PORT ST. LUCIE FL 34952 ALTAMONTE SPRINGS FL 32701 FAX: 407-647-2499 = 0 . 1 AA 26001471 SHEET NO 772 905-2727 321 972-0491 ma. PROJECT MANAGER: o N ay N La m .a U X- N r not valid without z original or electronic signature & seal O y O w i d a w N T o y]i O CD L N > N my 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies SYMBOL LEGEND TERMITE PROTECTION ABBREVIATIONS CODE INFORMATION CODE SECTION: NOTE: CLARIFY ALL ABBREVIATIONS NOT LISTED HERE FIXTURE AS SELECTED BY OWNER CONSTRUCTION TYPE: FBC: RESIDENTIAL E "A permanent sign which identifies the termite treatment provider and need for WITH ARCHITECT 1 N o N DOORS SIZE ARE SHOWN IN FEET/INCHES FBC 105.11 re-inspection and treatment contract renewal shall be provided. The sign shall be posted I.D. INSIDE DIMENSION DETACHED ONE-AND TWO-FAMILY DWELLINGS AND TOWNHOUSES NOT MORE THAN q DISCIPLINE OCCUPANCY TYPE: THREE STORIES ABOVE GRADE PLANE IN HEIGHT WITH A SEPARATE MEANS OF EGRESS N AB. ANCHOR BOLT WINDOWS SIZE ARE SHOWN IN INCHES near the water heater or electric panel." ID INTERIOR DESIGNER AND THEIR ACCESSORY STRUCTURES. € ACT ACOUSTICAL CEILING TILE N ,° "Condensate and roof downspouts shall discharge at least 1'-0"away from building side INSUL. INSULATION STRUCTURE MUST COMPLY WITH ALL APPLICABLE CODES LISTED BELOW INCLUDING ° 1 . 1 .3 N/A walls." A.F.F. ABOVE FINISHED FLOOR APPLICABLE CODES: ALL APPLICABLE REFERENCED STANDARDS INCLUDED WITHIN THOSE CODES. ALSO d ti t INT. INTERIOR > ° 3 T T DOOR&SWING C) "Irrigation/sprinkler systems including all risers and spray heads shall not be installed AGGR. AGGREGATE SEE NOTE (13) UNDER GENERAL NOTES. w 0 o N SHEET NUMBER SIZE DENOTED IS IN FEET AND INCHES o N/A within 1'-0"of the building walls." C FLOOR LEVEL CY) AHJ AUTHORITY HAVING JURISDICTION 6TH EDITION (2017) FBC g;, DRAWING TYPE: In order to provide for inspection for termite infestation, clearance between exterior wall JAN. JANITOR 2� E FLOOR PLAN, AL. ALUMINUM 6TH EDITION (2017) FBC EXISTING SHEET NUMBER ELEVATION coverings and final earth grade on the exterior of a building shall not be less than 6 DOOR&SWING W/ inches (152 mm). ALT. ALTERNATE JNT. JOINT 6TH EDITION (2017) RESIDENTIAL - > C� L ° M KNOCKED DOWN/ aoo Exceptions: JST. JOIST " E N ROOM o 6TH EDITION 2017 MECHANICAL m� DESCRIPTION MFR. JAMB M 1. Paint or decorative cementitious finish less than 5/8 inch (17.1 mm)thick adhered APPROX. APPROXIMATE ( ) S m.E Foyer B OCCUPANCY SIZE DENOTED IS IN FEET AND INCHES N BROOM directly to th masonry foundation sidewall. ARCH. ARCHITECTURAL 6TH EDITION (2017) PLUMBING w ° °4n FBCR 704 ° CEIOL NG OR O1-A.3 NUMBER 2. Access or vehicle ramps which rise to the interior finish floor elevation for the width KIT. KITCHEN ¢ r _2 o HEIGHT COV. PORCH DOOR&SWING of such ramps only. 6TH EDITION (2017) FUEL GAS Q 10-0 x10-0 p Y 0Wo ROOM NAME ROOM SIZE �DEOSOCRIPTION WITH THRESHOLD 0000 THRESHOLD 3. A 4-inch (102 mm) inspection space above patio and garage slabs and entry areas. BID. BOARD 6TH EDITION (2017) FBC ACCESSIBILITY *THRESHOLD REQ.AT ALL 4. If the patio has been soil treated for termites, the finish elevation may match the LAB. LABORATORY T EXTERIOR DOORS. building Interior finish floor elevations on mason construction only. BLDG. BUILDING 6TH EDITION (2017) FBC ENERGY CONSERVATION ; OPENING TYPE: SIZE DENOTED IS IN FEET AND INCHES 5. Masonry veneers. masonry Y LAM. LAMINATE .0 ° DOOR WINDOW/ 1 10 D-DOOR; BLK BLOCK 6TH EDITION (2017) FBC TEST PROTOCOLS ` ° > W EllNUMBER w-WINDOW; LAV. LAVATORY DOOR/WINDOW OR V-VENT' DOOR: DOUBLE `�O FBCR 318.1.1 "The initial chemical soil treatment inside the foundation perimeter shall be done after all BLK'G BLOCKING 6TH EDITION (2017) FLORIDA FIRE PREVENTION CODE U 0'-0"x 0-0 T-TRANSACTION �o excavation, backfilling and compaction is complete." L-WINDOW/ WINDOW; SWING ;1 LT. LIGHT DOOR SIZE G-INTERIORGLAZING SIZE DENOTED IS IN FEET AND INCHES BM. BEAM 2015 NFPA 1 W/FLORIDA AMENDMENTS "Soil area disturbed after initial chemical soil treatment shall be retreated with a chemical (W x H) L IDENTIFICATION 3068 FBCR 318.1.2 DOOR: POCKET soil treatment, including spaces boxed or formed." BOT. BOTTOM 2015 NFPA 101 W/ FLORIDA AMENDMENTS SYMBOL USED WITH SIZE DENOTED IS IN FEET AND INCHES MAX. MAXIMUM WINDOW SCHEDULE. "Space in concrete floors boxed out or formed for the subsequent installation of plumbing BTWN. BETWEEN 2014 NFPA 70 (NATIONAL ELECTRICAL CODE) p STYLE MAY VARY. TYPE o traps, drains or any other purpose shall be created by using plastic or metal permanently MECH. MECHANICAL Q O N U DESIGNATION DOOR: BINFOLDINDHES `n FBCR 318.1.3 B.U.R. BUILT UP ROOFING FLORIDA STATUTES FEET AND placed forms of sufficient depth to eliminate any planned soil disturbance after initial ri f\ WALL TYPE/OR W1'1 chemical soil treatment." M.E.P. MECH. ELEC. PLUMBING B.W. BOTH WAYS FLORIDA ADMINISTRATIVE CODE N � DOOR: SLIDING � ti 10080 MFR MANUFACTURER O N I PARTITION TYPE RATING IN GLASS DOOR "Chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protect STRUCTURAL INFORMATION: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE � � � **COMMERCIAL ONLY HOURS SIZE DENOTED IS IN FEET AND INCHES against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is M.H. MANHOLE REQUIREMENTS OF ALL APPLICABLE STRUCTURAL SECTIONS OF FLORIDA BUILDING O �A FBCR 318.1.4 required. Any work, including placement of reinforcing steel, done after chemical C.J. CONTROL JOINT CODE 6TH EDITION 2017 AS WELL AS ASCE 7-10 WHERE APPLICABLE FOR 139 MPH OR 3060 3060 3060 ( ) �n � 00 di WINDOW ® OR ® OR ® treatment until the concrete floor is poured, shall be done in such manner as to avoid MIN. MINIMUM LESS WIND SPEED. CERTIFICATION BY ENGINEER APPLIES TO STRUCTURAL DESIGN V U N SIZE DENOTED IS IN INCHES CLG. CEILINGIN A penetrating or disturbing treated soil." MISC. MISCELLANEOUS ONLY. rt S.S.D.4 CAULKING ULTIMATE WIND SPEED = 139 MPH. - PER FBCR FIGURE R301.2 . ^ �y "Concrete overpour or mortar accumulated along the exterior foundation perimeter shall CLKG. ( ) � 0 o FBCR 318.1.5 be removed prior to exterior chemical soil treatment, to enhance vertical penetration of CLR. CLEAR M.O. MASONRY OPENING RISK CATEGORY= II - PER FBC TABLE 1604.5 �+ O the chemicals." MTL. METAL WIND EXPOSURE CATEGORY= B- PER FBCR 301.2.1.4.3. S.S.D. 0 REFERENCE GRID C.M.U. CONCRETE MASONRY UNIT INTERNAL PRESSURE COEFFICIENT= +/-0.18 FULLY ENCLOSED- PER ASCE 7-16 L 00 ADA "Chemical soil treatments shall also be applied under all exterior concrete or grade within MUL. MULLION WIND PRESSURES FOR COMPONENTS AND CLADDING FOR WALL ELEMENTS. - PER ti N FBCR 318.1.E 1 foot(305 mm) of the primary structure sidewalls." COL. COLUMN N SINKS AND 00 FBCR TABLE R301.2(2). S.S.D. O DETAIL NUMBER LAVATORIES* ° "A vertical chemical barrier shall be applied promptly after construction is completed, CONC. CONCRETE A .1 PAGE NUMBER N NORTH CONSTRUCTION NARRATIVE: CONSTRUCTION OF A NEW TWO STORY SINGLE FAMILY RESIDENCE 4) FBCR 318.1.E including initial landscaping and irrigation/sprinkler installation. Any soil disturbed after . CONN. CONNECTION U CN the chemical vertical barrier is applied shall be promptly retreated." W N.I.C. NOT IN CONTRACT l9 SECTION/DETAIL CONSTR. CONSTRUCTION O MARK n N/A "All buildings are required to have pre-construction treatment." NO. NUMBER GENERAL NOTES: / CONT. CONTINUOUS O u "If a registered termiticide formulated and registered as a bait system is used for NOM. NOMINAL THE CONSTRUCTION DOCUMENTS ARE A PACKAGE OF DRAWINGS, AND ALL OF THE DRAWINGS OF ALL DISCIPLINES FLOOR FLOOR WALL subterranean termite prevention, Sections R318.1.1 through R318.1.6 do not apply; C.T. CERAMIC TILE (ARCHITECTURAL, STRUCTURAL, MEP, LANDSCAPING, &CIVIL ENGINEERING) SHALL BE VIEWED AS A WHOLE. ALL NOTES . WATER CLOSETS* MOUNTED MOUNTED MOUNTED however, a signed contract assuring the installation, maintenance and monitoring of the N.T.S. NOT TO SCALE A-A DETAIL NUMBER baiting system fora minimum of five years from the issue of the certificate of occupancy IN THIS SET OF BOUND PAGES ARE PART OF A CONTINUOUS WORKING SET. AT ANY MOMENT DURING CONSTRUCTION THE must be installed prior . . ior to final building approval. If the baiting system directions for use O.C. ON CENTER ARCHITECT RESERVES THE RIGHT TO ADD, REVISE,AMEND AND REMOVE ANY OR PART OF ANY NOTE. NOTES MAY APPLY U A4.1 PAGE NUMBER 0 ELEVATION MARK FBCR 318.1.7 shall be provided the building official prior to the pouring of the slab, and the system DEG. DEGREE TO THE JOB IN PART OR IN FULL IT IS THE BUILDER'S RESPONSIBILITY TO COORDINATE WITH THE ARCHITECT IF THE L_ DET. (or) DTL. DETAIL STATEMENT OF A NOTE IS UNCLEAR IT IS THE BUILDER'S RESPONSIBILITY TO COORDINATE WITH THE ARCHITECT. require a monitoring phase prior to installation of the pesticide active ingredient, the O.D. OUTSIDE DIAMETER Q DETAIL NUMBER FLOOR installation of the monitoring phase components shall be deemed to constitute installation D.F. DRINKING FOUNTAIN A-A BIDET* MOUNTED 1. ALL DIMENSIONS ARE TO FACE OF MASONRY OR STUD WALL. A4.1 PAGE NUMBER of the system." DIAG. DIAGONAL OH. OVERHEAD "If a registered termiticide formulated and registered as a wood treatment is used for OPG. OPENING 3. ALL COLUMNS ARE DIMENSIONED TO CENTER-POINT OF COLUMN. subterranean termite prevention, Sections R318.1.1 through R318.1.6 do not apply. DIA. (or) 0DIAMETER URINAL* o FBCR 318.1.8 Application of the wood treatment termiticide shall be as required b label directions for OPP. OPPOSITE 4. ALL WINDOW AND DOOR OPENINGS ARE DIMENSIONED TO THE CENTER OF THE OPENING. VERIFY REQUIRED ROUGH DETAIL pp q y DN. DOWN ENLARGEMENT use, and must be completed prior to final building approval." OPENING WITH DOOR OR WINDOW MANUFACTURER'S WRITTEN INSTRUCTIONS. IDS. DOWNSPOUT "Protective sleeves around metallic piping penetrating concrete slab-on-grade floors shall PCT. PRE-CAST 5. ALL WALL THICKNESS SHOWN ARE NOMINAL. �o o not be of cellulose-containing materials and, if soil treatment is used for subterranean DWG. DRAWING 0 FBCR 318.2 termite protection, shall receive application of a termiticide in annular space between P.L. PROPERTY LINE 6. ALL STEPS HAVE 7" RISERS AND 11"TREADS U.N.O. OR SPECIFIED DIFFERENTLY ON DRAWINGS. 1'-6 TUB* sleeve and pipe." P.LAM. PLASTIC LAMINATE DIMENSION LINE 1 -9 2 2'-6" 1 -3 "A certificate of compliance must be issued to the building department by a licensed pest E EAST PLAS. PLASTER 7. ALL FINISHED FLOOR ELEVATIONS ARE TO TOP OF SLAB OR TOP OF STRUCTURE U.N.O.CONTRACTOR TO COORD. FINAL control company before a certified of occupancy will be issued. The certified of (E) EXISTING FINISH FLOOR MATERIAL THICKNESS WITH ALL TRANSITIONS IN FFE TO MEET SPECIFIED ELEVATION DIMENSIONS. (; FBCR 318.1 compliance shall state: "The building has received a complete treatment for the PLYWD. PLYWOOD CENTER LINE °R L TUB/SHOWER* prevention of subterranean termites. The treatment is in accordance with the rules and EA. EACH 8. ALL INTERIOR COMPONENTS - DOORS, CASEWORK, CABINETRY, MILLWORK, FIXTURES, RAILINGS, COLUMN COVERS, PR. PAIR APPLIANCES AND MATERIAL FINISHES ARE TO BE SELECTED BY OWNER/INTERIOR DESIGNER laws of the Florida Department of Agriculture and Consumer Services."" E.J. EXPANSION JOINT 0'-0" REF. EL. ELEVATION HOSE BIB Height above finished grade. Concrete and masonry foundation walls shall extend E.1.F.S. EXTERIOR INSULATION AND FINISH SYSTEM 9. ALL INTERIOR FEATURES SHOWN ARE CONCEPTUAL. VERIFY SHAPE, HEIGHT, AND DISTANCE OFF FINISH FLOOR WITH above the finished grade adjacent to the foundation at all points a minimum Q.T. QUARRY TILE OWNER AT CONSTRUCTION PHASE. ELEVATION MARK T.O. 1 st FL. SLAB -DESCRIPTION SINGLE FLANGE FBCR 404.1.E EL. (or) ELEV. ELEVATION of 4 inches(102 mm)where masonry veneer is used and a minimum of 6 OVERFLOW DRAIN inches (152 mm) elsewhere." ELEC. ELECTRICAL 10. ALL CEILING DROPS AND SOFFITS SHOWN ARE CONCEPTUAL. SEE INTERIOR DESIGN PACKAGE FOR DETAILS. 6" ROOF DRAIN PRIMARY DRAIN R. RISER "Foam plastic insulation shall be permitted below grade on fpundation walls in EMER EMERGENCY 11. ANY CHANGE WHICH RESULTS IN EXTRA COST SHALL NOT PROCEED WITHOUT WRITTEN AUTHORIZATION BY OWNER. STEP: SEE PLAN ` R.D. ROOF DRAIN accordance with one of the following conditions: ENCL. ENCLOSURE RE: REFER TO ... 12. CONTRACTOR/BUILDER SHALL VERIFY ALL DIMENSIONS, DETAILS AND CONDITIONS SHOWN ON DRAWINGS AT THE JOE N co 0 FBCR 404.1.2.3.5 Item 4 4.1. When in addition to the requirements of R 318.1, an approved method of protecting EQ. EQUAL SITE AND SHALL NOTIFY DESIGNER OF ANY DISCREPANCIES, OMISSIONS, AND/OR CONFLICTS BEFORE PROCEEDING WITI- 01 ~REVISION NUMBER WATER HEATER O the foam plastic and structure from subterranean termite damage is provided. REFR. REFRIGERATOR THE JOB. �� ~ 00-00-00�DATE TANKLESS 4.2. The structural members of walls,floors, ceilings sand roofs are of noncombustible EQUIP. EQUIPMENT O L O g REINF. REINFORCED IL �w SYSTEM SYSTEM materials or pressure-preservative-treated wood. E.W. EACH WAY 13. CONTRACTOR MUST COMPLY WITH RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION AND SHALL O vI _J REVISION CLOUD 4.3. On the interior side of basement walls." REQ'D. REQUIRED c� - LL E.W.C. ELECTRIC WATER COOLER CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES, STATUTES 2 REVISION "CLEANING: Cells and cavities in masonry units and air gaps between brick, stone or RM ROOM AND ORDINANCES. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTION, AND THE FILING OF 'a Q p REFRIGERATOR/ 7 masonry veneers and the structure shall be cleaned of all non-preservative treated or EXP. EXPANSION ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER PER = W J FREEZER non-natural) durable wood or other cellulose-containing material prior to concrete R.O. ROUGH OPENING CONTRACT. O Co W Y g p EXT. EXTERIOR KEY NOTE 0 OR UNDER FBCR 318.3 placement. ■ W U U COUNTER Exception: Inorganic material manufactured for closing cells in foundation concrete 14. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICE: E masonry unit construction or clean earth fill placed in concrete masonry units voids S SOUTH OF THE TRADES INVOLVED, AND IN COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENTAL LAWS, STATUTE: L ~ d below slab level before termite treatment is performed." F.A. FIRE ALARM O 00 J p S.C. SOLID CORE OR ORDINANCES CONCERNING THE USE OF UNION LABOR. � m RANGE OVEN F.D. FLOOR DRAIN U v co "CONCRETE BEARING LEDGE: Brick, stone or other veneer shall be supported by a SCHED. SCHEDULE 15. EACH TRADE WILL PROCEED IN A FASHION THAT WILL NOT DELAY THE TRADES WORKING SIMULTANEOUSLY OR Q ZO FOLLOWING THEM. concrete bearing ledge at least equal to the total thickness of the brick, stone or other F.D.C. FIRE DEPARTMENT CONNECTION ADA SYMBOL SECT. SECTION Q veneer,which is poured integrally with the concrete foundation. No supplemental FDN. FOUNDATION > DOUBLE OVEN concrete foundation pours which will create a hidden cold joint shall be used without S.F. SQUARE FOOT 16. CONTRACTORS SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER HIS Q supplemental treatment in the foundation unless there is an approved physical barrier.An F.E. FIRE EXTINGUISHER JURISDICTION. approved physical barrier shall also be installed from below the wall sill late or first block SHT. SHEET pp p Y P F.E.C. FIRE EXTINGUISHER CABINET ADA CLEARANCE DISH course horizontally to embed in a mortar joint. If masonry veneer extends below grade, a SIM. SIMILAR 17. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, TRUE AND IN PROPER ALIGNMENT. SPACE WASHER FBCR 318.4 termite protective treatment must be applied to the cavity created between the veneer F.F. FINISH FLOOR and the foundation, in lieu of a physical barrier. SPEC. SPECIFICATION 18. ALL MATERIALS SHALL BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY RESPECT AS SPECIFIED, UNLESS p Y F.H.C. FIRE HOSE CABINET 12 Exception: Veneer supported by a shelf angle or lintel secured to the foundation sidewall SQ. SQUARE OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S in accordance with ACI 530/ASCE 5/TMS 402, provided at least a 6-inch (152 mm)clear FIN. FINISH RECOMMENDATIONS AND INSTRUCTIONS. X WASHER inspection space of the foundation sidewall exterior exist between the veneer and the top S.S. STAINLESS STEEL ROOF SLOPE F.L. FLOW LINE 19. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERMS of any soil, sod, mulch or other organic landscaping component, deck, apron, porch, walk S.S.D. SEE STRUCTURAL DRAWINGS or any other work immediately adjacent to or adjoining the structure." FLR. FLOOR "EQUAL TO" OR"APPROVED EQUAL"ARE USED, THE ARCHITECT SHALL DETERMINE EQUALITY BASED ON INFORMATION STAGG. STAGGERED SUBMITTED BY THE CONTRACTOR. OR DRYER o® "The under-floor grade shall be cleaned of all vegetation and organic material. All wood FND. FOUNDATION STD. STANDARD 20. ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF AT LEAST ONE 1 YEAR FBCR 408.5 forms used for placing concrete shall be removed before a building is occupied or used FLUOR. FLUORESCENT ( ) for any purpose.All construction materials shall be removed before a building is occupied_ STIFF STIFFENER FROM APPROVAL FOR FINAL PAYMENT. OR STACKED WASHER � or used for any purpose." F.O.B. FACE OF BRICK & DRYER F.O.C. FACE OF CONCRETE STL STEEL 21. CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR HIS WORK. - Z The foundation and the area encompassed within 1 foot(305 mm)therein shall have all SUSP SUSPENDED vegetation, stumps, dead roots, cardboard, trash, and foreign material removed and the F.S. FULL SIZE 22. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH FOLD DN. IRON fill material shall be free of vegetation and foreign material. The fill shall be compacted to STRUC. STRUCTURAL PREMISES TO BE SWEPT CLEAN WEEKLY OF RELATED CONSTRUCTION DEBRIS. AT THE COMPLETION OF THE WORK, NORTH ARROW NORTH BOARD assure adequate support of the foundation. FT. FOOT(or) FEET LEAVE THE JOB SITE FREE OF ALL MATERIALS AND BROOM CLEAN. FBCR 317&318 Refer to"Protection against decay and termites" FTG. FOOTING TR TREAD 23. DO NOT SCALE DRAWINGS- DIMENSIONS GOVERN. LARGER SCALE DRAWINGS SHALL GOVERN SMALLER SCALE. FURR. FURRING MATERIAL LEGEND WALL TYPE LEGEND T& B TOP AND BOTTOM 24. PATCH ALL AREAS WHERE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE INSTALLATION OF FLOORING OR CARPETING. TER. TERRAZZO PLAN/SECTION GA. GAUGE 25. TO INSURE PROPER AND ADEQUATE BLOCKING,ALL BLOCKING FOR MILLWORK WILL BE THE RESPONSIBILITY OF THE 00 T&G TONGUE AND GROOVE �" O GALV. GALVANIZED CABINET CONTRACTOR. EXTEEARTH FILL WOOD BLOCKING ALL EXTOER OR WALLS ARE FIRE RATED. TYP. WALL TYPES G.C. GENERAL CONTRACTOR R CMU WALL: THK. THICK 26. UPON COMPLETION OF WORK THE CONTRACTOR SHALL WALK THROUGH WITH OWNER/ARCHITECT AND COMPILE A z v 01 NOTES: T/(or)T.O. TOP OF "PUNCH LIST" OF CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE Q 01. INDICATES STEEL REINFORCING IN SOLID NOTE: FOIL FACED INSUL BOARD MAY NOT BE USED. GL. GLASS I` GROUTED CELL,SEE STRUCTURAL DWG. TYP. TYPICAL CONTINGENT UPON THE COMPLETION OF THESE ITEMS. p ROCK FINISHED WOOD INTERIOR NON-PERMEABLE WALL COVERINGS GR. GRADE O w FIRE RATED CMU WALL: SHALL NOT BE USED ON AN EXTERIOR WALL PLANE o H w N 27. CONTRACTOR SHALL FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS AT ALL TIMES WHEN INSTALLING ANY off, ® GYP. GYPSUM CONSTRUCTION MATERIAL, FIXTURE OR APPLIANCE, ETC. IN THE CASE WHERE THE MANUFACTURER'S WRITTEN � w•00 0. PLYWOOD- U.N.O. UNLESS NOTED OTHERWISE � GRANULAR FILL LARGE SCALE GYP.BD. GYPSUM BOARD INSTRUCTIONS ARE NOT AVAILABLE CONTACT THE ARCHITECT BEFORE PROCEEDING WITH INSTALLATION. EXTERIOR EXTERIOR C.I.P. CONCRETE WALL: U.O.N. UNLESS OTHERWISE NOTED �� d� a L Q LIGHTWEIGHT METAL- 1/2" GYP. BD. W/ 77 CORE FILL FOAM 28. AT ALL MOMENTS BEFORE CONSTRUCTIONS END. THIS SET OF BOUND PAGES IS TO BE CONSIDERED BY THE N CONCRETE LARGE SCALE : INSULATION H.B. HOSE BIB CONTRACTOR, ALL SUBCONTRACTORS AND ALL PARTIES INVOLVED IN THE CONSTRUCTION AS A WORKING SET. `g LATEX PAINT OR VCT VINYL COMPOSITION TILEOC CX)' INSULATED WALL: SEMI-PERMEABLE 1/2" GYP. BD.W/LATEX PAINT H.C. HOLLOW CORE 29. EMERGENCY ESCAPES AND RESCUE OPENINGS ARE PROVIDED PER FBCR 6TH EDITION (2017) SECTION R310. STRUCTURAL METAL- WALL FINISH " OR SEMI-PERMEABLE WALL VER VERIFY N CONCRETE ® SMALL SCALE _ H/C HANDICAPPED - RIGID INSULATION FINISH VERT. VERTICAL 30. ALL WATERPROOFING, MOISTURE BARRIER, SHOULD BE APPLIED PER MANUFACTURE'S WRITTEN INSTRUCTIONS. _- ,, (SEMI-PERMEABLE) PT MIN R-6 INSULATION HDWD. HARDWOOD MOLD PREVENTION: 0 GYP. BD./ C.I.P. CONCRETE COLUMN: _ V.I.F. VERIFY IN FIELD 3 FURRING STRIPS. FOIL (SEMI-PERMEABLE) BTWN 2x PT HDWE. HARDWARE o BRICK PLASTER BD. _ FACED INSUL. BOARD MAY FURRING STRIPS. FOIL FACED V.T.E. VENT TO EXTERIOR NOT BE USED. H.M. HOLLOW METAL THE FOLLOWING CONSTRUCTION TECHNIQUES ARE RECOMMENDED TO REDUCE THE GROWTH OF MOLD IN BUILDINGS. g INSUL. BOARD MAY NOT BE USED. CONCRETE LOOSE FILL/BATT INTERIOR PARTITION: POURED CONCRETE HR. HOUR NOTE: MOLD WILL ALWAYS EXIST AND THESE RECOMMENDATIONS WILL NOT ELIMINATE THE PRESENCE OF BOTH ACTIVE -6 U BLOCK INSULATION COLUMN _ 8"CMU - REINF. AS W WEST OR DORMANT MOLD SPORES. IMPLEMENTATION OF THESE RECOMMENDATIONS MAY REDUCE THE SOURCE OF � SHOWN ON SECTIONS HT. HEIGHT LATEX PAINT AS A VAPOR W/ WITH ENVIRONMENTAL CONDITIONS THAT ENCOURAGES THE GROWTH AND SPREAD OF MOLD SPORES. r BOARD/RIGID INTERIOR PARTITION, LOAD BEARING: BARRIER(APPLIED) SEE WALL = AND ON STRUCT. DWGS. HVAC HEATING, VENTILATION, AND AIR 3 INSULATION SECTION FOR EXTERIOR "' PAINT AS A VAPOR BARRIER CONDITIONING W.C. WATER CLOSET 1. ALL BUILDING MATERIALS ARE TO BE KEPT DRY BOTH DURING ON SITE STORAGE AND AFTER INSTALLATION. ALL ° sa P FINISH (STUCCO) _ (APPLIED) SEE WALL SECTION WD. WOOD IN-PLACE FRAMING SHOULD BE "EFFECTIVELY DRIED-IN"AS SOON AS POSSIBLE AFTER ERECTION. /� FOR EXTERIOR FINISH (STUCCO) m0 "CALL SUNSHINE STATE" RATED CHASE/SHAFT WALL: POURED CONCRETE STANDARD 8" W/O WITHOUT 2. ANY AND ALL BUILDING MATERIALS THAT HAVE ACTIVE/VISIBLE MOLD GROWTH WILL BE REMOVED FROM THE /�� 3 COLUMN MASONRY WALL CONSTRUCTION SITE AND REPLACED WITH NEW MATERIAL. W 1-800-432-4770 TOLL-FREE SEE PLAN FOR THICKNESS m AND LOCATION Q ti a FL STATUE 553.851 (1979) REQUIRES MIN. OF 2 ® °R ® WOOD COLUMN FIRE RATING NOTES: 3. ALL EXTERIOR DOOR AND WINDOW OPENINGS ARE TO BE INSPECTED FOR MOISTURE PROTECTION AND PENETRATIONS ` o DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU FBCR 302.5 OPENING/PENETRATION PROTECTION. PRIOR TO "CLOSING UP"THE STRUCTURE. EXCAVATE. STEEL COLUMN EXTERIOR EXTERIOR FBCR 302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING � 2 1/2" GYP. BD. PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 4. ALL FLASHING CONDITIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING,ARE TO BE INSPECTED FOR MOISTURE ° ALL EXCESS FILL MATERIAL / EXCAVATED DIRT WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL PROTECTION AND PENETRATIONS PRIOR TO "CLOSING-UP"THE STRUCTURE: ROOF FLASHING, EAVES, KNEE WALLS, ■� a N L TO BE HAULED OFFSITE DOORS NOT LESS THAN 1 3/8 INCHES (35 MM)THICK, OR 20-MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF CLOSING DOOR AND WINDOW HEAD, JAMB,AND SILL FLASHING, BALCONY DECKS AND DRAINS, PLUMBING AND MECHANICAL VENT z 2X6 STUDS 1/2"GYP. BD. DEVICE. STACKS, PITCH PANS, THROUGH FLASHING, PARAPET WALLS, AND CHIMNEY FLASHING. FIRE RATING NOTES: @ 16" O.C. FBCR 302.5.2 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS ■� 0 2 m SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET 5. REFER TO THE ARCHITECTURAL ROOF PLAN, WALL SECTIONS AND DETAILS FOR FLASHING AND DRY-IN CONSTRUCTION = r N O FIRE RESISTANT CONSTRUCTION PER FBCR 302 2X4 STUDS @ 16" R-19 BATT. STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND DETAILS. SHEET NO o 0 D O.C. INSUL. SHALL HAVE NO OPENINGS INTO THE GARAGE. r O PER FBC 721.3 SEE CV1.2 COMPRESSED FBCR 302.5.3 OTHER PENETRATIONS.PENETRATIONS THROUGH THE SEPARATION REQUIRED IN SECTION R302.6 SHALL BE 6. IT IS FURTHER RECOMMENDED NOT TO USE ANY TYPE OF NON-PERMEABLE WALL FINISHES OR VINYL WALL PAPER ON C' O VALUE R-17 R-13 BATT. INSUL. PROTECTED AS REQUIRED BY SECTION R302.11, ITEM 4. ANY WALL SURFACE THAT ABUTS AN EXTERIOR WALL OR NON-CONDITIONED SPACE. THIS ALSO INCLUDES WAXED N OFBCR 302.5: DWELLING OPENING/PENETRATION AND/OR PAINTED FINISHES THAT IMPEDE OR STOP THE FLOW OF MOISTURE THROUGH A WALL ASSEMBLY. 302.6: FIRE SERARATIOIN VAPOR BARRIER FBCR302.6 DWELLING/GARAGE FIRE SEPARATION. PER FBCR TABLE R302.6 N a 302.7 : UNDER STAIR PROTECTION VAPOR BARRIER FROM THE RESIDENCE AND ATTICS- NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. 7. AFTER FRAMING INSPECTION ALL EXPOSED INTERIOR BUILDING COMPONENTS WITH VISIBLE MOLD ARE TO BE CLEAN El N u ( ) (APPLIED) SEE APPLIED SEE WALL L ° 0 0 D SEE CV1.2 FROM ALL HABITABLE ROOMS ABOVE THE GARAGE- NOT LESS THAN 5/8"TYPE X GYPSUM BOARD OR EQUIVALENT WITH "MICROSHIELD 2 STEP SYSTEM" OR AN APPROVED MOLD PREVENTION SYSTEM OF EQUAL OR BETTER GRADE TO N= WALL SECTION SECTION FOR not valid without z REMOVE ALL APPEARANCES OF MOLD. BEFORE APPLYING CLEAN UP ALL RESIDUAL CONSTRUCTION DEBRIS. ° ° FOR EXTERIOR EXTERIOR FINISH � original or electronic FINISH FOR 8" CMU WALLS BETWEEN A GARAGE AND A RESIDENCE PROVIDE AN ASSEMBLY WITH THE MIN EQUIVALENT FIRE SPRAY-APPLY E VIRONMENTALLY SAFE ANTIMICROBIAL/CHEMICAL AGENT TO ALL EXPOSED INTERIOR BUILDING signature&seal SEPARATION PER FBCR TABLE R302.6. ASSEMBLY MUST CONFORM WITH THE FIRE RATING AND STANDARDS OF THE FBC COMPONENTS-CONTRACTOR TO RECEIVE WARRANTY CERTIFICATE FOR PROTECTION AGAINST FUTURE MOLD GROWTH N O INVESTIGATE BEFORE YOU EXCAVATE AND NFPA. SEE FBC 722.3 FOR ESTABLISHING CALCULATED FIRE RESISTANCE RATINGS OF CONCRETE MASONRY. OF FUNGI AND MICROORGANISMS FOR A MINIMAL 15 YEARS. COORD. WITH ARCHITECT FOR FINAL PRODUCT APPROVAL. STANDARD 2X6 STANDARD 2X4 STUD WALL STUD WALL N FBC R302.7 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS 0 , PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. C N 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies � m o� U N M @ E W C U.0 o m LEGAL DE50RIPTION= ALL OF LOT 23. BLOCK 2 3 AVAL ON BEACH P.U.D. ACCORDING TO THE PLAT THEREOF A5 RECORDED 0 3 IN PLAT BOOK 55. PAGE 1q OF THE PUBLIC ° " ° U O m C RECORDS OF ST. LUGIE COUNTY. FLORIDA. r40 0 � 1 a CONTAINING 0.10 AGRE5 MORE OR LE55 C C 5 L.0 m C m @ C N E N SURVEY NOTES: @ 0 1. LANDS SHOWN HEREON WERE NOT ABSTRACTED o FOR RIGHTS-OF-WAY AND/OR EASEMENTS OF ¢ N RECORD. 2. THIS SURVEY IS CERTIFIED ONLY TO THE BELOW Q ° NAMED INDIVIDUALS 0 N d > 3. LEGAL DESCRIPTION SUPPLIED BY CLIENT. 4. SQ. FT. OF HOUSE (IF SHOWN) SUPPLIED BY w c Eo 0, m > m CLIENT. N 5. NO STRUCTURES OR UTILITIES THAT ARE U BENEATH THE SURFACE HAVE BEEN LOCATED. C: 6. ALL SET CAPS LABELED PSM WEH 4416 ARE _ SUPPORTED WITH AN 18" LONG #5 REBAR ALL FOUND CAPS ARE A 5/8" ROD WITH A CAP p AS LABELED ON SURVEY. Q N v ALL FOUND REBAR ARE A 5/8" ROD UNLESS H N S OTHERWISE NOTED. 7. ALL LOT DIMENSIONS ARE PLAT AND MEASURED O UNLESS OTHERWISE NOTED. L di 8. BEARING BASE ON EAST LINE OF LOT 6 9. ORIGINAL SL BM: K-633 EL.=17.70 NAVD 88 10. ELEVATIONS (IF SHOWN) HEREON ARE BASED Parcel ID: 1403-130-0014-000-1 ON N.A.V.D. (1988), UNLESS OTHERWISE NOTED. 11. UE-1 (UTILITY EASEMENT) AS DESCRIBED PER PLAT BOOK 55, PAGE 19. O 12. SUBDIVISION LISTED AS BEING IN THE COASTAL ' BARRIER RESOURCES SYSTEM AREA. N O.B' BLOCK ? tiff 13. PROPOSED GRADING PER ENGINEERED SITE O HEADWALL TOP EL.=G.q' (�°2 0 '1 3 "�J�/ �O .O O' PLAN OF AVALON BEACH PUD PLAN-MOD #1 4-1 �O � S 8-I Y v � DATED 02-14-07. ELEVATIONS CONVERTED FROM U ;4SOUTH LIMITS OF PLAT NGVD TO NAVD, CONVERSION FACTOR OF 1.43' Co O O 7.0 CD�O 7.0 Coo L4 +� z O 5ET GAP WME 5ET GAP CERTIFIED TO: 5' OFFSET b 5' OFFSET S o OCEAN E5TATE5 DRIVE. LLG 10 B.5.L. L ----------------------------------------------------------------------------------------------------------�----------- ------------ ----------- ------------ 2.3' C� L 14.7' L —1 0 PORCH NBgo20'l3*E 50.00' 14.7' 12.7' 0 c� co b �_ N LOT 22 LOT 24 LOT0P23 VACANT L �� 0 VACANT ILL � J ' 2 STORY O N H J LL = U >; ' F.F.EL.=G.8' 0 2ND FLOOR EL.=18.8' W COO LU � v UL PROP. U GONG. ■ LU O A/G O cL U Q o / O / cn Q J a- p O t00 co O Q as ° CO C� > � Q ENTRY GARAGE EL.= G.3' 2 Efj Its G.7 PROP. PAVER DRIVE TRANSFORMER BOX 10' B.5.L. TELE. BOX TELE BOX GLEAN OUT b UE-1 METAL p IN GONG. 4.9 O 4' GONG. WALK—� 5ET DRILLHOLE 13q.SG' 5ET DRILLHOLE L —1 a 2' GUT ER ro SET TBM 00 ON PK NAIL b �' Q EL.=4.85' OCEAN ESTATES DRIVE O � � Q � z T_ zU 2 C 30' PRIVATE R/W 20' PAVEMENT 0 A ----------------------------------------------------------------------------------------------- -------------------------------------------- ---- o O CD CNI --------------------------------------------------------------------------------------------------------------------- --------- ---- f z w L' ti z ■ Q o �, co C m N C C m O E� �0 2' GUTTER �� .N C E m � a � C m N Q O'- 0 3 C `o 0 @ N 7172, 'PLA U @ a� m o U N J � a w 0 `o-0 m o ; 3 THIS SITE PLAN DOES NOT CONSTITUTE A SURVEY SCALE: 1/8" = F-011 o n � T THIS SITE PLAN DOES NOT CONSTITUTE A GRADING AND DRAINAGE PLAN; FOR INFORMATIONAL PURPOSE ONLY. SEE LANDSCAPE PLAN CL NOTE: FOR ALL PROPERTIES THAT LIE WITHIN THE 100 YR FLOOD PLAIN, ALL SERVICE EQUIPMENT SHALL BE LOCATED A MIN. 12" ABOVE THE FEMA BASE FLOOD ELEVATION (BFE) MARK 0 n o cm = P L m H N o C @ r ■_ U-N L � -- m f/1✓ r N SHEET NO 0 a� � m L C N � N N rN a� ' o a N N � L U not valid without .s original or electronic signature &seal o O N f N N x = m �L76 m.3 O L > a o � o N �76 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies o� U N � C E BUILDING AREA CALCULATIONS 2019-11-12 N p N C / C CONDITIONED AREA NON-CONDITIONED AREA E FIRST FLOOR N r� Q0 C MAIN HOUSE 1787 ° =r W U O N C N @ a c c GARAGE 452 Leo @ @ U OUTDOOR LIVING 205 ¢ @ =o@ — N N <6 c C ENTRY 64 e/.E 6 C O_ E C� 3 L PATIO SLAB 93 o — — — — — — — ¢ INDICATES 1st c a N i @ FLOOR LINE I > N N O C SECOND FLOOR o o I I , I MAIN HOUSE 800 I I AREA SUBTOTALS 2587 814 j I Outdoor MaS r TOTAL CONSTRUCTED AREA 3401 SF : N Z I Living 14'-1 Ox 1 '-0" O di cn o o I 14'-8"x 14'-0" I � s - - — — — — — — — — — — — — - - - — oo INDICATES 1st I FLOOR LINE I CSET LO I I I , Patio N �71 -X o I I 0 li � I •— c� CN I I 12'-8"x T-4" Dining wiC I I 10-0 U I 13'-4 x 11 -2 5'-4"x 8'-1 L _ II Q 0 Bdrm 2 I Master Bath 1 V-10"x 1 V-0" -- I Family I 1 V-10"x 11'-6" 0 O 17'-0"x 15'-8" OO g 0 I I = o IF = O OPEN = TO J I� 1 I I SHWR. I` L=1 BELOW th 2 J II 10'-0" Kitchen Lndr 8'-0"x 5'-4" O I y M � �� (:-�-) Qo � — — — 12'-2"x 17'-10" _ - O ��_ O I I I I I I PANTRY r o 0 o I I I Up - - V.T.E. N J U LL w I I I � � U p I I I I I Z I I I I I I F F __—�--� cn = W J ath3 � I ,X I , � — mULU D I - I I I I I I I �— ___��— LU N 10' 0" I I I I I I COAT of o Q■ •v Q 5-4" 1 CLOSET OLof r7l mJ a _ _ _ L I I I I I I10'-0" ' CMU WALL I I L—i—i—I I CMU WALL Q v z U) 10'-4"x 17'-10" LINEN O Q I > Bat 4 Q 10'-0" I I I I a r e a ra e Bdrm 3 9'-4"x 6'-0" WIC 10'-0" D D 20'-8"x 20'-0" I w 10'-0" 11'-10"x 10'-4" SHOWE o o = Foyer I cn z 4'-8"x 8'-6" w 10-0 U 6'-4"x 17'-8"o D D Iz0 0 I — I 0 1 OPEN TO ENTRY I o� tudy BELOW I 10'-0" Entry I I 13' 4"x1V-10" - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — INDICATES 1st T-4"x 5'-8" FLOOR LINE F 0 IJ CO TTT z O I 3 ax z 2 L — — — — — — — — — — — — — — — — — — J ti z � INDICATES 1st o FLOOR LINE u O �/r off U a N w o Q a ¢ C N (Op O E " 421_811 i o E � IL o� T N @ C O. a c O_p o C o 0 a N a� @'c U (p 2 SECOND FLOOR PLAN FIRST FLOOR PLAN U L J a c 0 nJ a 3 OPTION #1 SCALE: 1/4" = 1'-0" OPTION #1 SCALE: 1/4"= 1'-0" ° ca T @ C mc � -U N N -O @ C @ @ 9 N O C @ T a N @ r A N0 = No .� a0 @ U L W C � ■_ 1 . 0 O 3 C N SHEET NO o 0 L c O N aN N @ E N = a m N a ' O a N N � L @ not valid without z W.S original or electronic signature &seal o N N N LO.� X j N @ 9 L N 3 O N L j N N � O 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg.AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies o� U N — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FLOOR PLAN TYPICAL NOTES: @ E as U N p N 1 GENERAL: c VERIFY FINISH FLOOR ELEVATIONS W/LANDSCAPE, GRADING, AND DRAINAGE PLANS. I A7.1 I N r� 42'-8" 42'-8" ALL EXTERIOR WINDOWS & DOORS ARE DIMENSIONED TO CENTER LINE U.N.O. _0 ono = W � C , 12'-8" 14'-8" 164" 12'-8" 14'-8" 116 4" o ALL HANDRAILS AND GUARD RAILS TO BE 36"AFF U.N.O. W/VERTICAL -.0 O O PICKETS/BALUSTRADES SPACED SO AS TO NOT ALLOW THE PASSAGE OF A 4" 13'-4" 3'-4" 4'-4" I 4'-4" 3'-4" SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2"A.F.F. COORD. FINAL MATERIAL, > y DESIGN, AND FINISH WITH ID/OWNER. HANDRAILS AND GUARDS MUST COMPLY WITH ¢ N N _ W0 THE REQUIREMENTS OF THE FBC R311.7.8 HANDRAILS (STAIRS), R311.8.3 HANDRAILS -.E N 2 2 (RAMPS), R312 GUARDS. E @o� A3.2 A3.2 43 3060 CSMT 3050 CSMT 3060 CSMT H _ _ _ _ _ _ _ _ _ _ _ _ _ PROVIDE METAL THRESHOLD (MT)AT DOORS LEADING TO THE GARAGE, ELEVATOR L o — — — — —— 1 I DOOR AND ALL EXTERIOR DOORS, TYP. U.N.O. Q c 0 INDICATES 1st w a g I I FLOOR LINE I - o w# COORDINATE ATTIC ACCESS LOCATIONS W/FINAL TRUSS LAYOUT� M I E M I SEE STRUCTURAL DRAWINGS FOR ALL LOAD BEARING WALL, COLUMN AND FILLED ' CELL LOCATIONS. U N I - I I I I I I EXTEND SLAB EDGE @ DOORS 1Y2"TYP. BEYOND STEM WALL I 1 I I I I I I ALL INTERIOR FACE OF DOOR JAMBS TO BE A MINIMUM OF 6"OFF ADJOINING WALL 0> I I FOR TRIM, CORD .W/ ID/OWNER, TYPICAL. U.N.O H N O I I I I Outdoor Master o I PROVIDE A 6"WALL AT ALL W.C. &VENT AT ALL WASHER& DRYER LOCATIONS. V.T.E NO N Z I 1 n I CLOTHES DRYER SHOULD COMPLY WITH FBCR M1501 w = Living 10-o I o N I I ICO a0 0 �z 10'-0" VERIFY ELECTRIC AND A/C CHASE LOCATIONS W/ELECTRICAL AND MECHANICAL L O N cn I CONTRACTOR. COORD. W/CABINETRY PACKAGE. f n pp �t N V I I N I I I VERIFY APPLIANCES W/CABINETRY PACKAGE. m I I I I FOR WALLS THAT ABUT NON-CONDITIONED SPACE USE "DENSARMOR" ~ O I 1 T-2" 5'-6" T-6" T-2" V-6" T-4" " T-0" "10" 4'-1 0" I 4�i lfl I - FOR WALLS THAT ARE IN DIRECT CONTACT WITH WET AREAS: USE I I I I F5 IM "DENSARMOR PLUS" i ti N 13080 TOP OF FOR WALLS AND CEILING AT A TUB/SHOWER USE CEMENT BOARD SHEATHING O — — — — — — --— — — — — — — — — — — J I I = 9080 SGD pp0 OPN G — I W/TILE FINISH AS SELECTED BY OWNER. }, i r INDICATES 1st I @ 9 0 0 I I FLOOR LINE I 1 CLOSET M5 0 I FLOOR PLAN KEY NOTES:71 Wo L II� I 1 W Q NI X I A: APPLIANCES 13'-4" I 29'-4" w Ico Patio i Al WASHER �--' O 1 O z_ 0 N — i A2 DRYER-VENT TO EXTERIOR •— cr) Cn —— A3 REFRIG./FREEZER-SEE ID/OWNER APPLIANCE PACKAGE-VERIFY ELEC. REQ. WITH 3'-8" 3'-6" 3'-6" I 1 '-4" 5'-2" 4'-0" 4'-0" 2'-6" U I zo S � Dining 5'-4" 3'-6" WIC I SELECTION, COORD. WITH CABINETRY CONSULTANT (� = o I 10'-0" w o -1 A4 48"TO 60" GAS STOVE/OVEN - FINAL SIZE TBD-w/HOOD AND EXHAUST FAN, V.T.E. U 2X8 WOOD 2X6 WOOD c�-> 0 1 - rn 10-0 FRAME FRAME I O q io I COORD. EXHAUST FAN OPENING THROUGH MASONRY WALL. VERIFY FINAL OPENING L 3060 FG 3060 FG 3060 FG 1 I 2020 FG 2020 FG 2020 FG M = 9080 SGD I 2880 O a0 HEIGHT AND DIAMETER WITH HOOD AND EXHAUST FAN SPECS. INSTALL PER MFR'S 1 N — I WRITTEN INSTRUCTIONS. COORD. W/ ID/OWNER. Q 2X8 WALL OR 48"TO 60" GAS STOVE/OVEN W/HOOD V.T.E. - KITCHEN HOOD FLUE VENT, 2" MIN. 2X8 WOOD =":FI INDICATES 2nd o 2680 PK S J I CLEARANCE TO COMBUSTIBLES, SEE MFR.'S WRITTEN INSTRUCTIONS. CMU FRAME N FLOOR LINE 3 iv A5 DISHWASHER- COORD. WITH CABINETRY CONSULTANT&OWNER FOR FINAL I o Q I I o 1 1 I I LOCATION. -SEE PLUMBING NOTES, SEE ELECTRICAL KEY NOTES. I oo A6 UNDER COUNTER REFRIGERATOR-SEE ID/OWNER APPLIANCE PACKAGE-VERIFY _� � 21'-2" � 2'-6" 2' 8" 6'-6" 5'- � � C� ELEC. REQ. WITH SELECTION, COORD. WITH CABINETRY CONSULTANT Z N Bdrm 2 I Master I A7 STACK OVEN-COORD.WITH OWNER/CABINETRY CONSULTANT FOR SINGLE OR - 10'-0" U rn I El I Bath oo J_ DOUBLE OVEN. J o O Cn o I w io TUB A8 GAS GRILL (SIZE TBD) - PROVIDE EXHAUST HOOD. V.T.E. COORD. WITH ID/OWNER& C) 9P1 ~ I 10-0 CABINETRY CONSULTANT. Dinn I o 1 Family I O 6j o \ 2 bo A9 UNDER COUNTER ICE MAKER(SIZE TBD) U � I g 22'-0" ao I ao z J C� B8 A7.1 � A10 CENTRAL VACUUM SYSTEM -COORD. WITH OWNER&CONTRACTOR. (n = t I io co 4 o _ � � � ��� I B: BATH/SHOWER 3'-6" 6'-5" 1' 10" 14'-7" T-2" 3' 6" 8'-4" B1 0 0 2 0 o I I B2 0° o NOTE: SEE ALSO, PLUMBING BELOW. OPEN I A7.1 ti I N B3 00 PROVIDE CEMENT BOARD SHEATHING AND HYDRO BAN WATERPROOFING AT ALL A5 l I 1 5'-8" 6'-0" SHWR. TUB/SHOWER AND WET AREAS W/TILE FINISH @ WALLS AND CEILING. COORD. FINISH ao TO - LO I I W/ID/OWNER. 00 B1 COORD. FINAL SHOWER HEAD LOCATION, TYPE AND QUANTITY WITH ID/OWNER. N o 2680 BELOW M2 I 1 10'-0" w C7 1 U 1 I ALSO, COORD. LOCATION AND SIZE OF ANY WALL NICHE, TOWEL BAR, OR SHELF. J_ N _ O 13'-7" 6'-7" 6" 5'-2" 3'-4" 3'-8" 2880 8-2" coo I � = 1 o coo o Kitchen Uo V.I.F. W/OWNER. o N I o �;� I M _ Lnd ry L I B2 RECESS SHOWER SLAB 6"AT FIRST FLOOR U.N.O. ROLL-IN SHOWER SLOPE TO I N m ``' I 22'-0" �'� 10'-0" co o FLOOR DRAIN. OR PROVIDE 4" HIGH CURB,VIF WITH ID/OWNER. y N � _ _ _ �O o B3 PROVIDE TEMP. GL. DOOR/ENCLOSURE. 0 0 ° = I INDICAT S nd = P3 I B4 SOFFIT AT 8'-0". VERIFY HEIGHT WITH ID/OWNER. p ■� O G5 I I I G5 O 24gp - C� I I I I I G5 FLOOR TINE _ _ PANTRY cfl w l � B5 PROVIDE RAISED TUB-DECK W/ACCESS AND VENTILATION TO SPA MOTOR PER — I o M 1 _ I I I I UP o �' °cam° ®_ = V.T.E. I MFR.'S WRITTEN INSTRUCTIONS. COORD. W/ ID PACKAGE/OWNER. N - J 1 I — — - o_ o ,o • � LL O 1 M5 w 2 t M - 2X6 WALL 2X6 ALL B6 SEAT = U T Ow - 10—' � A4.1 F1 I B7 40" HIGH KNEEWALL WITH TEMP. GLASS ENCLOSURE ABOVE. �_ Q J I—J �, o_ a�I ——cd - �� I� �I �� F2 B8 PROVIDE SHOWER VALVE ACCESS PANEL. COORD. WITH ID/OWNER. = w J 8 NOTE: I Oa 1 00 1: ILLath 3-' o M1 I 1 x I M2B i 1 P4 00 U LU D G5 o I I I I I I I I �� 1L— -- F6 I ■ W U o WDW. SILL I `O m N 0 1'-10" 6" 2'-8" T-10" 1 - ——— E: ELECTRICAL = N @ 80"ABV. _ 10'-0" co I I I I I to COAT in of N 2680 F4 - I E1 ALLOW FOR ELEC. CHASE TO KITCHEN ISLAND. SEE ELECTRICAL NOTES ON O L H- v Q v LANDING O r I- CLOSET 11 p 1 cn a Loft 04' _ _ � I I� I I I IC0 `b4' ELECTRICAL SHEETS. Q m J P2680 PKT CMU WALL I I I I I I I CMU WALL _ I U z U) LINEN I L J—1— � - I F: FIRE RATING/FIRE SAFETY Q O F1 FBC R302.5 OPENING PROTECTION. SEE FIRE RATING NOTES. 2060 FG CMU WALL b O I M4 <" 9'-2" 3'-0" 1 3'-0" ,2'-8" "2880 4'-LOL 6'-4" I o0 10'-8" 10'-0" I F2 FBC R302.6 SEPARATION REQUIRED. SEE FIRE RATING NOTES. V o I Bat 4 1 1 O 0 0 1 1 o I F3 CMU WALL. PROVIDE MIN. EQUIVALENT FIRE SEPARATION PER FBCR TABLE R302.6. Q T-0" 11'-0" co 10'-4" 5' 0" 12'-2" A _ 1 N O a rn ih 2-Car Gara a 1� SEE FIRE PROOFING NOTES. N N o 10'-0" - � O @� Q g N F4 FBC R302.7 UNDER STAIR PROTECTION. SEE FIRE RATING NOTES. I I Bdrm 3 J 0 I 10'-0" F5 ESCAPE AND RESCUE OPENING. MUST MEET REQUIREMENTS OF FBCR 310. B3 X I F6 SEE FIRE RATING NOTES ON A0.2 WIC v 10'-0" w - w O w co 10-0 I SHOWE N — Foyer C $ CD I w z � g O 4 Q N G: GENERAL Q o N I U o d G3 = N � o -iCO G1 WALL NICHE. V.I.F. W/OWNER U O I � r, °�° X z I G2 BUILT-IN UNIT I z_ 0 I (2)2680 N N I w A. ENTERTAINMENT CENTER I 2680 2x6 WOOD I 0 1 B. BUILT-IN UNIT ENCASES WINDOW. CMU WALL FRAME 0 0 W/188 SL C. PARTITION G3 ROD AND SHELF. COORD. WITH OWNER/ID. U 4'-8" 5'-0" 3'-8" 3'-0" 4 3'- INDICATES 2nd � C� G4 GLAZING IN HAZARDOUS LOCATIONS (FBC R308.4)TO BE SAFETY GLAZING (FBC 3060 C MT 3060 CSMT 060 CSMT 3060 CSMT I I o FLOOR LINE I R308.3.1) 0 F5 F5 I I G5 GUARD AND DECORATIVE HANDRAILING SYSTEM 36"AFF w/ 1-1/2" DIA. TOP HANDRAIL. I O w I O w I I SEE FLOOR PLAN TYPICAL NOTES. FINAL MATERIAL, DESIGN,AND FINISH WITH J J J J i �10M OPEN TO EITRY I i "' Study _ I I OWNER/ID. BELOW II CD G6 HANDRAIL. 1 %" DIA. HANDRAIL 36"AFF. 1 Entry 1 G7 SCREEN DOOR. T-0"X 6'-8"V.I.F. C? I I — — — — — — — — — I— — — — — — — — — — — — — — J N 9080 OHGD 9080 OHGD G8 RETRACTABLE SCREEN. SEE DETAILS. INDICATES 1st I o w 0- FLOOR G9 POWDER COATED ALUMINUM FENCE AND GATE. PAIR 2'-6"X 5'-0".VERIFY WITH LINE I a —1. - OWNER. T-0" T-0" oO z _ G10 COURTYARD WALL. SEE SITE DRAWINGS. SEE STRUCTURAL DRAWINGS. M � 3 � 1 � � 3 1 Gl l CONTROL JOINT >" 0 G5 I I M: MECHANICAL 3 Q Z M1 A/C COMPRESSOR. COORD. W/MECH. CONTRACTOR z 2 L — — — — — — — — — — — — J - I - I M2 AIR HANDLING UNIT. COORD. W/MECH. CONTRACTOR. SEE HVAC GENERAL NOTES INDICATES 1st ON SHEET MEP 0.1. o 1 2060 FG 2060 FG 2060 FG 1 rn Z u 0 FLOOR LINE A. HORIZONTAL UNIT IN ATTIC/SOFFIT B. HORIZONTAL UNIT SUSPENDED FROM CEILING o ff U W N M3 POOL EQUIPMENT. COORD. WITH POOL CONTRACTOR LO w o d 1'-4" 4'-8" V-4" T-6" 2'-2" 5'-0" 5'-0" 5'-8" I T-4" 4'_0" 4'_0" T-4" 8" 4'-8" 1'-4" '-0' 9'-0" -0' 9'-0" 1'-4" W ti z U AltM4 MECHANICAL DUCT CHASE. M5 ATTIC ACCESS Q a Q 14'-0" T-4" 21'-4" 1 14'-8" 6'-8" 21'-4" I = A. 22"X 54"w/PULL DOWN STAIRE 0 o B. 30"x 54"w/PULL DOWN STAIR o 42'-8" 5'-0" 42'-8" 2'-4" M6 MECHANICAL SCREENS: PROVIDE LANDSCAPE SCREEN PER AHJ. g P: PLUMBING = a P1 SINK WITH DISPOSAL. COORD. FINAL LOCATION OF MAIN KITCHEN SINK WITH ID/OWNER. ° 3 P2 18" SINK a N a PROPERTY LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ P3 LAUNDRY TUB P4 50 GALLON 'LOW BOY' STYLE WATER HEATER. SUSPEND FROM CEILING. 2 SECOND FLOOR PLAN FIRST FLOOR PLAN P5 HOSE BIB. VLIF. COORD. PROJECTION FROM WALL WITH FINAL WALL FINISH. =N a c 0 n� a 3 OPTION #1 SCALE: 1/4" = l'-0" OPTION #1 SCALE: 1/4"= l'-0" ° 0 a T N = N N C'a mc � N -O t0 C � c6 9 N O _ � T RESIDENTIAL FIRE SPRINKLER SYSTEM a� A THE GENERAL CONTRACTOR SHALL PROVIDE RESIDENTIAL FIRE _ � c SPRINKLER PROTECTION IN ACCORDANCE WITH FBCR 6th EDITION �� a (2017) SECTION 903.3.1.3 NFPA 13D SPRINKLER SYSTEMS. FIRE PROTECTION SUBCONTRACTOR TO SUPPLY ARCHITECT W/TWO (2) =z COPIES OF SHOP DRAWINGS, HYDROLOGY AND SYSTEM LAYOUT ■� ■ 5 FOR APPROVAL PRIOR TO CONSTRUCTION. NOTE: DO NOT PAINT SPRINKLER HEADS SHEET NO 0 m a� _ L = O N aN N N = a N a N ' 00 a N Nz L � not valid without z original or electronic �C signature&seal o N W N LO.� X j N 9 L N 3 O N L j N N co 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg.AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies y m PROJECT SPECIFIC VENTILATION REQUIREMENT GENERAL ROOF NOTES: BUILDING THERMAL ENVELOPE DIAGRAMS CALCULATIONS: (EXAMPLE FLOOR PLAN FOR REFERENCE ONLY.NOT FOR CONSTRUCTION.) U ALL ROOF ASSEMBLIES ARE TO BE INSTALLED IN ACCORDANCE ° " TOTAL VENTILATED ROOF AREA SF X 144 = TOTAL BOUNDARY OF WITH THE FLORIDA BUILDING CODE 6TH ADDITION (2017). THERMAL m E ROOF AREA SQ. IN. ENVELOPE Q o L VENTILATED ROOF AREA "A" `� U L 1 . ALL OVERHANGS ARE AS SHOWN ON THE ROOF PLAN. ------------------------------------- 108 SF X 144 SQ.IN./SF = 15,552 SQ.IN. \\ S 3 I i W �.s VENTILATED ROOF AREA "B" D PORCH N 2. ROOF PITCH IS 6/12 SLOPE - UNLESS NOTED OTHERWISE. COVEREI 109 SF X 144 SQ.IN./SF = 15,696 SQ.IN. a. 0 (UNCONDITIONED SPACE) : i ° VENTILATED ROOF AREA "C" ! j ¢ r o 249 SF X 144 SQ.IN./SF = 35,856 SQ.IN. 3. CONDENSATE LINES AND ROOF DOWNSPOUTS TO DISCHARGE L0.0 MIN. 1 FOOT AWAY FROM EXTERIOR WALL LINE N I I N-° C / m E a TOTAL VENTILATED ROOF AREA SQ IN / 150 4. BUILT-UP ROOFS: SEE "BUILT-UP ROOF SPECIFICATION" THIS \\\ ! m� REQUIRED SQ. IN. OF VENT AREA ¢ r � ° SHEET. >---------!----------< Q a I , o m. N m °y19�oo� ���j����' VENTILATED ROOF AREA "A" INTE�IOR \\\ N m jJQ REQUIRED VENT AREA: 15,552 SQ.IN. / 150 5. SLOPE ALL BALCONIES AND DECKS AS SHOWN MIN. %4" FT. , ' (CONDITIOf�EDSPACE) \\\ o w X q x Z = 104 SQ.IN. / 50% = 52 SQ.IN. OF OFF RIDGE VENT �i O P o° PROVIDE: (1) 4' VENTS (105 SQ.IN.) = 105 SQ. IN 6. ROOF FLASHING TO MEET THE REQUIREMENTS OF SECTION °y��oo� \ \ / / 1503.2.1 OF THE FLORIDA BUILDING CODE 2017 (BUILDING) & GARAGE VENTILATED ROOF AREA B SECTION 903.2.1 OF THE FLORIDA BUILDING CODE 2017 (vNcoNgITIONED — `�� (RESIDENTIAL). ! ' SPACE) REQUIRED VENT AREA: 15,696 SQ.IN. / 150 \�' = 105 SQ.IN. / 50% = 53 SQ.IN. OF OFF RIDGE VENT ------------------------------------- -----------� - - - - - - - - - PROVIDE: (1) 4' VENTS (105 SQ.IN.) = 105 SQ. IN. m ; \\,\ Q N v INDICATES 1st FLOOR LINE 7. ATTIC VENTILATION : (NOT REQUIRED) SECTION 1203.2 OF THE ,y N S \ I 1 FLORIDA BUILDING CODE 2017 (BUILDING) & SECTION 806.1 OF Q v \ I VENTILATED ROOF AREA C THE FLORIDA BUILDING CODE 2017 RESIDENTIAL . BUILDING ------------------------- REQUIRED VENT AREA: 35,856 SQ.IN. / 150 ( ) � di N 1 = 239 SQ.IN. / 50% = 120 SQ.IN. OF OFF RIDGE VENT TO RECEIVE OPEN CELL SPRAY INSULATION SYSTEM FLOOR PLAN DIAGRAM L O O �. w (ICYNENE OR SIMILAR) H No ��Q I PROVIDE: (2) 4' VENTS (105 SQ.IN.) = 210 SQ. IN. scALE:NTs ( N 6:1 `6 cn L SLOPE VENTILATION REQUIREMENTS: R807.1 ATTIC ACCESS: — Q fy, z O q� BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING 0 O 1/300 OF THE AREA OF TO ATTIC AREAS THAT HAVE A VERTICAL HEIGHT OF 30 INCHES(762 MM)OR GREATER OVER AN AREA OF BOTHEDRMALOF THE SPACE VENTILATED. NOT LESS THAN 30 SQUARE FEET(2.8 M-)• ENVELOPE U) " WO � VENTED ATTIC SPACE UNVENTED CL INDICATES OFF-RIDGE VENT. ATTIC SPACE +� VERIFY W/ MANUF. AVAILABLE U W v VENT AREA/LENGTH OF VENT. ROOFING MATERIAL SPECIFICATION: COVERED INTERIOR cr) a) PORCH (CONDITIONED SPACE) }, N O (UNCONDITIONED SPACE) VENTED ROOF SYSTEM STANDING SEAM METAL ROOF MANUF. COLOR AS SELECTED BY 1 OWNER. � �Q INSULATED ROOF SYSTEM SECTION DIAGRAM B U SLOP 1 . ENGLERT SERIES 1300 1 1/2 ARCHITECTURAL SEAMED PANEL WHERE SPRAY FOAM INSULATION IS INSTALLED AT THE L 6:12 ! ROOF SYSTEM. SEE MANUFACTURES INSTALLATION AND UNDERSIDE OF THE ROOF DECK SLOPE Q I UNDERLAYMENT GUIDELINES. J• �o� oo I INDICATES 1st FLOOR LINE �\�j���`� BUILDING THERMAL ENVELOPE: /� THE BUILDING THERMAL ENVELOPE INCLUDING ALL MATERIALS AND METHODS TO 14'F�XFy BE IN COMPLIANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE ppP� BUILDING THERMAL ENVELOPE = BUILDING ELEMENTS THAT ENCLOSE LU `L CONDITIONED SPACE PROVIDING A BOUNDARY BETWEEN CONDITIONED AND UNCONDITIONED SPACES. THE THERMAL ENVELOPE IS THE PRIMARY INSULATION \ I ❑_ 1 / LAYER OF A BUILDING. 1) THE THERMAL ENVELOPE MUST BE CONTINUOUS BETWEEN CONDITIONED TYPICAL EXTERIOR FRAME AND UNCONDITIONED SPACES AND IT MUST BE AIR-SEALED. THE THERMAL ENVELOPE MUST COMPLETELY ENCAPSULATE THE 3 DIMENSIONAL SHAPE OF — - L ____________i_ WALL ASSEMBLY-SEE THE CONDITIONED PORTION(S) OF THE STRUCTURE. ALL PENETRATIONS -- --- �--- - ----- — --- — --- — —r WALL SECTIONS 1 ---_ _-- I _-- I MUST BE AIR-SEALED. i i i -�--- - --------�- Imo- I 2) THE STRUCTURE MUST BE REVIEWED IN PLAN AND IN SECTION TO ENSURE 1 1 1 1 THAT THE THERMAL ENVELOPE IS CONTINUOUS THROUGHOUT. Li -SLAB ON GRADE IS A NATURAL THERMAL BARRIER 1 1 -THE WALL ASSEMBLY MUST CREATE A CONTINUOUS AIR-SEALED, 1 THERMAL BARRIER FROM THE FLOOR SYSTEM (SLAB ON GRADE) TO I THE CEILING OR ROOF DECK, DEPENDING ON WHICH IS THE NEXT 1 EXTERIOR FINISH COMPONENT IN THE THERMAL ENVELOPE SYSTEM. SYSTEM. TRIM MOLDING -WHERE BATT INSULATION IS INSTALLED ABOVE THE CEILING, THE ! 1 n AS REQ'D. OVERLAP CEILING ASSEMBLY MUST BE DESIGNED AS PART OF THE THERMAL a ! Li VERTICAL VERTICAL FLANGE OF ENVELOPE. WHERE SPRAY FOAM INSULATION IS INSTALLED AT THE 1 N� 1 ! z FLASHING MIN. 2" UNDERSIDE OF THE ROOF DECK, THE ROOF ASSEMBLY MUST BE N N 1 C°� fil DESIGNED AS PART OF THE THERMAL ENVELOPE. � Q iv COUNTERFLASHING -ALL CONNECTIONS BETWEEN FLOOR ASSEMBLY, WALL ASSEMBLY, AND L Q ! z CEILING OR ROOF ASSEMBLIES MUST MAINTAIN THE CONTINUOUS IL J ! ! III g CONTINUOUS SEALANT NATURE OF THE AIR-SEALED, THERMAL ENVELOPE. N y _' J II IILL L-----J 3) THE THERMAL ENVELOPE MUST PROVIDE A BOUNDARY BETWEEN ALL SUBFLASHING N U �; 1 1 6:12 1 r-----� CONDITIONED AND UNCONDITIONED AREAS. INCLUDING BETWEEN THE Q ❑ SLOPE RIDGE I F- ------------—7 MIN. 1 Z" CLEARANCE UNCONDITIONED GARAGE AND THE CONDITIONED PORTIONS OF THE C W J LJ ROOF COVERING SEE 1 ROOF PLAN DWELLING. LIKEWISE BETWEEN UNCONDITIONED COVERED PORCHES/ m 0 LLW BALCONIES AND CONDITIONED INTERIOR SPACES. ■ W U U z METAL ROOF SYSTEM 4) WHERE SPRAY FOAM INSULATION IS INSTALLED AT THE UNDERSIDE OF THE O Q■ = v Q ROOF DECK AS PART OF THE BUILDING THERMAL ENVELOPE, IT MUST ONLY L r� o� 2"VERTICAL WATER BREAK BE APPLIED WITHIN THE CONDITIONED PORTION OF THE THERMAL ENVELOPE. p}p J �a 1 45' DO NOT INSTALL SPRAY FOAM INSULATION OVER UNCONDITIONED SPACES. U Z CO �O 1 1 W I L I I WHEN THE SAME ROOF STRUCTURE SPANS OVER CONDITIONED AND Q L� ] SLOPE ------- UNCONDITIONED SPACE, SUCH AS WHERE AN UNCONDITIONED COVERED J PORCH IS ADJACENT TO A CONDITIONED LIVING AREA, OR AN Q 1'_6 UNCONDITIONED GARAGED IS ADJACENT TO A CONDITIONED INTERIOR Q FLASHING PER ROOM, A PARTITION MUST BE CONSTRUCTED IN THE TRUSS SPACE TO 9" MIN SMACNA/ FRSA CREATE AN AIR-SEALED, THERMAL BARRIER BETWEEN THE CONDITIONED AND UNCONDITIONED SPACES. SEE ROOF PLAN FOR UNVENTED VS. VENTED 1 JP FLASHING PER SMACNA/ ROOF STRUCTURES. FRSA ROOF STRUCTURE 6:12 CONT. ROOF UNDERLAYMENT �P 1 Il SLOPE L r I I FBC: ENERGY CONSERVATION CODE R303.2.1 INSULATION INSTALLATION. --� r,, `--- 1 EXTEND 12"VERT. MIN. I F � L� L------I --� DIRECTLY TO EXTERIOR WALL INSULATION MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THEIR ! �� J SUBSTRATE RESPECTIVE ASTM STANDARD SPECIFICATION AND SHALL BE INSTALLED IN I - �-_-_ ! ACCORDANCE WITH THEIR RESPECTIVE ASTM INSTALLATION PRACTICE IN TABLE `r 1 L--J L-----J 1 ROOF SHEATHING - SEE R303.2.1 IN SUCH A MANNER AS TO ACHIEVE RATED R-VALUE OF INSULATION. r--------- WALL SECTIONS 1 ! Nw INSULATION AND R-VALUES SPECIFIED IN THIS PLAN SET ARE DESIGNED FOR C.00 COMPLIANCE PER SECTION R405 SIMULATED PERFORMANCE ALTERNATE. THE o ! ! ARCHITECT DOES NOT PERFORM THE SIMULATED ENERGY PERFORMANCE G/ I CRICKET AS 1 1 ! ! 2 FLASHING a� ROOF/WALL F/WAL L 3 VALLEY FLASHING ANALYSIS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUB-CONSULT THE P�j���• I REO'D. 1 1 SIMULATED ENERGY PERFORMANCE ANALYSIS. IF THE CONTRACTOR AND HIS ! 1 I I I I TEAM DETERMINE THAT THE R-VALUES SPECIFIED IN THIS PLAN SET DO NOT x�/�t� I 1 1 ! ! SIDE WALL INTERSECTION SCALE: NTS SEE ROOF PLAN FOR UNDERLAYMENT, SCALE: 1" = 1' -0" ACHIEVE THE REQUIREMENTS OF THE CODE THE CONTRACTOR MUST ! ! FLASHING MATERIAL AND GUAGES COORDINATE WITH THE ARCHITECT TO MAKE CORRECTIONS TO THE DESIGN p Q'p I G Li AS NEEDED BASED ON THE SIMULATED ENERGY PERFORMANCE ANALYSIS. I II 12 SLOPE W �-9� 1 FBC: ENERGY CONSERVATION CODE R402.4 AIR LEAKAGE THE BUILDING THERMAL I p m.G C� 1 ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH L-- n THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.5. � --------�� - __u I I ALUMINUM GUTTER SYSTEM AS �. OO ------_L R402.4.1 BUILDING THERMAL ENVELOPE. ...THE SEALING METHODS BETWEEN pa �- �------ I NOTED ON PLANS w/HANGERS AT 48" (D I \ ON CENTER SEAM AND SEAL DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND �0 i I I EXPANSION JOINTS AT MAXIMUM CONTRACTION. ¢ Q z 12'-0" SPACING R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND z U r SLOPE \ VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING SEVEN AIR Q �Lu \ CHANGES PER HOUR IN CLIMATE ZONES 1 AND 2 o O \,A R402.4.1.1 INSTALLATION. SEE TABLE R402.4.1.1 AIR BARRIER AND INSULATION 6, Lu Z C) Cl) �� Op INSTALLATION. o E~ v w CV O� R402.4.2 FIREPLACES. NEW WOOD-BURNING FIREPLACES SHALL HAVELd VD W o TIGHT-FITTING FLUE DAMPERS OR DOORS, AND OUTDOOR COMBUSTION H o p z CO �\Q (00 AIR. R402.4.3 FENESTRATION AIR LEAKAGE. Q a Q ¢ = � N \ ��\ R402.4.4 ROOMS CONTAINING FUEL-BURNING APPLIANCES. IN CLIMATE ZONES . o ° TYPICAL LEAD SKIRTED 3 THROUGH 8... E \ PLUMBING STACK. ABOVE R402.4.5 RECESSED LIGHTING. 80 CRIMP EDGE OF ALUMINUM DOWNSPOUT 'A FLASHING ON THREE A CONTINUOUS AIR BARRIER MAY BE MADE UP OF MORE THAN ONE TYPE OF 170,�O�, ROOF DECK MIN. 8"'INDICATES 1st FLOOR LINE FORM LEAD SKIRT TO SIDES MATERIAL AS LONG AS IT CREATES AN UNBROKEN AIR-SEALED BARRIER BETWEEN O-, � - - - - - - - _ - - - - - ��\�9,p� SHAPE OF ROOF TILE CONDITIONED SPACE AND UNCONDITIONED SPACE. 0.3 GABLE END THE FOLLOWING MATERIALS MAY SERVE AS AN AIR BARRIER PROVIDED ALL o / \ �F,c�C PER FRSA JOINTS ARE SEALED AND MATERIALS ARE INSTALLED AS AIR BARRIERS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. r EXAMPLE: STUCCO ON THE EXTERIOR SIDE OF A WALL. ° / \�C�J �'AO 4" ROUND DOWNSPOUTEXAMPLE: PLYWOOD, MIN %8"THICK ON THE EXTERIOR SIDE OF A WALL. Q- �; O� AS LOCATED ON PLANS 0 Y C7/ �P���' O� EXAMPLE: MUDDED AND TYPED DRYWALL ON THE INTERIOR SIDE OF A o WALL. 3 <1�,Ppp ALL JOINTS AND PENETRATIONS MUST BE AIR-SEALED. ° pp� t�• Q-PJ 'AFC C ROOF COVER THE AIR BARRIER SHOULD BE ALIGNED WITH THE THERMAL ENVELOPE. 0 T /Q) ��\ UNDE ME T CONTRACTOR, INTERIOR DESIGNER, AND OWNER MUST TAKE CARE NOT TO QR) 0`L' F� CREATE A VAPOR BARRIER AT THE INTERIOR SIDE OF THE WALL ASSEMBLY OR O ALUMINUM HANGERS ANYWHERE WITHIN THE INTERIOR OF THE WALL ASSEMBLY IN HOT HUMID D MAKE WATERTIGHT SEAL CLIMATES. EXAMPLE: DO NOT USE VINYL WALLPAPER ON EXTERIOR Q BETWEEN PIPE AND WALLS. ° m a n m UNDERLAYMENT m� � s ROOF PLAN FRAME AND DECK � m H o a N L SCALE: 1/4" = 1'-0" L -- m 2 . 1 N� COORDINATE DOWNSPOUT TERMINATION POINTS WITH O SHEET NO r N GRADING & DRAINAGE m a PLANS 0 m C O.0 N 4 VENT STACK FLASHING 5 GUTTER / DOWNSPOUT N a� wx o ' ° a SEE ROOF PLAN FOR UNDERLAYMENT, SCALE: NTS VERIFY WITH OWNER SCALE: 3/4" = V -0" N L 0 FLASHING MATERIAL AND GUAGES not valid without original or electronic signature&seal o O N f N N x� m �L_ m.3 O s > a ° ° N �� 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O U w SECTION/ ELEVATION TYPICAL NOTES: W £ o � DRYWALL SPEC: N a -WALLS THAT ABUT NON-CONDITIONED SPACE: USE "DENSARMOR" 0 y 3 -WALLS THAT ARE IN DIRECT CONTACT WITH WET AREAS: USE "DENSARMOR PLUS" ROOF NOTE: a yia -SEE ROOF PLAN FOR GENERAL ROOF NOTES AND ROOF MATERIAL SELECTION ; a 3 NOTES ° �4 ° ON N O C TYPICAL ARCHITECTURAL NOTES: -VERIFY ALL STRUCTURAL ELEMENTS WITH STRUCTURAL ENGINEER ID a° ° L N -COORDINATE ALL INTERIOR WALL, SOFFITS AND CEILING TREATMENTS WITH N INTERIOR DESIGNER/OWNERVo N £y -ROOF AND BEARING HEIGHTS ARE SHOWN RELATIVE TO A REFERENCE ELEVATION BASED ON TOP OF GRADE. U.N.O. o -ALL HANDRAILS AND GUARD RAILS TO BE 36"AFF U.N.O. W/VERTICAL w PICKETS/BALUSTRADES SPACED SO AS TO NOT ALLOW THE PASSAGE Q = =w OF A 4" SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2"A.F.F. COORD. � "° FINAL MATERIAL, DESIGN, AND FINISH WITH ID/OWNER. HANDRAILS AND 2 `s a ,� �2 GUARDS MUST COMPLY WITH THE REQUIREMENTS OF THE FBC R 2017. 6 2 12 s o Q 6 SECTION/ELEVATION KEY NOTES: �_' RF-01 RF-01 6 RF: ROOF/ EAVE ASSEMBLY U y ° RF-01 DREXEL METALS -'5V PROFILE' PANEL ROOF SYSTEM. SEE 6:12 MANUFACTURER'S INSTALLATION AND UNDERLAYMENT GUIDELINES. � RF-02 PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C. SEE FRAMING _ PLAN AND SHOP DRAWINGS FROM TRUSS MFR. PROVIDE MIN R-20 ROOF BEARING — — tr- — — — — _ ROOF BEARING — — — — — — — — — _ SPRAY FOAM INSULATION TO THE UNDERSIDE OF ROOF SHEATHING 0 ABV. REF. ELEV. 22'-0"ABV. REF. ELEV. AND AS NEEDED TO CREATE A SEALED ENVELOPE FOR CONDITIONED Q � N U EF-02 EF-02 SPACES. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. TYP. ALL SPRAY N y HEADER HT. — — — — _ HEADER HT. — — — — _ FOAM TO RECEIVE FIRE RETARDANT COATING PER FBCR ___________ 20'-0"ABV. REF. ELEV. r 20'-0"ABV. REF. ELEV. RF-03 STRUCTURAL FASTENER: (S.S.D.) N © © RF-04 CONTINUOUS FLASHING. SEE ROOF PLAN AND NOTES. USE COPPER. [\ EF-02 EF-02 EF-02 EF-02 ALT. FACTORY COATED ALUM. TO MATCH METAL ROOF OdJ iO RF 05 CONTINUOUS METAL DRIP EDGE ON 1X2 FASCIA OVER 1X8 FASCIA ON r11 00 2X4 SUB-FASCIA. V ~ W L-02 W L-02 RF-06 STUCCO SOFFIT(SEE FC-07). m eJi WL-02 RF-07 STUCCO SOFFIT(SEE FC-07) WITH CONTINUOUS VENT. WI 04 WL-04 WL-04 r� RF-08 PROVIDE CROSS-FLOW VENTILATION BETWEEN ADJOINING ROOF ~I ------------i ------------i - SYSTEMS. CU -0000 RF-01 �/L-02 RF-01 o OP: OPENINGS L � � � H N WL-04 OP-01 WINDOW OR DOOR UNIT. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. y 2ND FLOOR — — — — — — _ } *2ND FLOOR — — — — — — — 12'-0"ABV. REF. ELEV. 12'-0"ABV. REF. ELEV. RECESS MIN 2" FROM FACE OF WALL. SEE SHEETS A6.1 &A 6.2 FOR ' 6:12 6:1 BUCK ATTACHMENT DETAIL AND WATERPROOFING DETAILS. SEE (� RF-01 6:12 6: 2 FLOOR PLAN FOR UNIT LOCATIONS AND DIMENSIONS. W ROOF BEARING — '= — — - _ — r — _ ROOF BEARING — — — r — — — — — — _ OP-02 SEE WINDOW/DOOR DETAILS ON SHEET A6.2 FOR HEAD, JAMB AND SILL N Q 10'-0"ABV. REF. ELEV. EF-02 1 U-0"ABV. REF. ELEV. DETAILS. SEE ELEVATIONS FOR LOCATIONS. }, N OP-03 GARAGE DOOR-AS SELECTED BY OWNER. SEE GENERAL DOOR NOTES HEADER HT. — — — — — — — — — _ HEADER HT. — — — — — — — — _ ON SHEET A6.1. 8'-0"ABV. REF. ELEV. r 8'-0"ABV. REF. ELEV. -----; ------ ------ OP-04 PROVIDE CONTINUOUS DRIP EDGE AT HEAD. WL: WALL ASSEMBLY WL-01 j WL-01 WL-01 EXTERIOR MASONRY ASSEMBLY: L I I I I 8" NOMINAL REINFORCED CMU WALL-S.S.D. WL-02 EXTERIOR FRAME ASSEMBLY: WL-01 WL-01 EXTERIOR FINISH SYSTEM OVER EXTERIOR GRADE PLYWOOD 7 I I I I I SHEATHING OR STRUCTURAL ZIP-BOARD ON WOOD FRAMING SYSTEM. I I I PROVIDE MIN R-19 BATT INSUL. UNLESS NOTED OTHERWISE. (S.S.D.) *WHERE STRUCTURAL SPACING @ 16" O.C.(TYP. @ WALLS): USE MIN. 1/2" EXTERIOR GRADE SHEATHING 1ST FL. SLAB 1ST FL. SLAB *WHERE STRUCTURAL SPACING @ 24" O.C.(TYP. @ ROOFS): USE MIN. 5/8" EXTERIOR GRADE SHEATHING 0'-0" REF. ELEV. tz 0'-0" REF. ELEV. WL-03 EXTERIOR FINISH: CEMENT PLASTER — — — — — — — — — — — — — — — 100'-0"AMSL 100'-0"AMSL NOTE: PROVIDE EXPANSION JOINTS, CONTROL JOINTS, &WEEP OP-01 OP-01 OP-01 OP-03 OP-03 SCREEDS AT ALL REQUIRED LOCATIONS PER FBCR, AND ALL CURRENT INDUSTRY STANDARDS. MASONRY SUBSTRATE: MIN 1/2" CEMENT PLASTER ON CONCRETE MASONRY WALL AND CAST CONCRETE SURFACES. FINISH AS 2 REAR E L EVAT 1 O N 1 FRONT E L EVAT 1 O N SELECTED BY OWNER. HOLD CEMENT PLASTER 2"ABV GRADE. TYP. WOOD FRAME SUBSTRATE: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPAR STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY. SEE WL-02. WL-04 EXTERIOR FINISH: SIDING 3. 1 SCALE: 1/4" = 1' -0" 3. 1 SCALE: 1/4" = 1'- 0" ARCHITECTURAL GRADE LINE FIBER CEMENT SIDING.INSTALLED PER MANUFACTURER WRITTEN INSTRUCTIONS. WL-05 INTERIOR FINISH: DRYWALL. SEE SECTION/ ELEVATION TYPICAL NOTES. MASONRY SUBSTRATE: 1/2" DRYWALL INTERIOR WALL FINISH ON P.T. FURRING STRIPS W/PERMEABLE RADIANT BARRIER WITH MIN. R4.1 INSULATION VALUE. HOLD DRYWALL 1/2" OFF FLOOR DECKING/SLAB. TYP. COORD. FURRING THICKNESS WITH FLOOR PLANS. WHERE co ADDITIONAL THICKNESS IS SHOWN USE 2X STUDS W/MIN 1/2"AIR GAP N TO SEPARATE STUDS FROM CONCRETE SUBSTRATE, USE P.T. 'i MEMBERS WHERE IN DIRECT CONTACT WITH CONCRETE SUBSTRATE. 0 J WOOD FRAME SUBSTRATE: 1/2" DRYWALL INTERIOR FINISH. HOLD H J DRYWALL 1/2" OFF FLOOR DECKING/SLAB. _ _ LL WL-06 CONT. BOND BEAM. (S.S.D.) () >, WL-07 C.I.P BEAM - (S.S.D.) WL-08 HEADER/ BEAM (S.S.D.) N = m p J WL-09 PROVIDE JOINT AT DISSIMILAR MATERIALS PER FBCR. 0 U LU U WL-10 POURED CONC. BEAM (S.S.D.) E _ WL-11 CONTROL JOINT 00 O m J FC. FLOOR/CEILING ASSEMBLY U FC-01 FLOOR SYSTEM: MIN. 4"THICK REINFORCED CONCRETE SLAB ON Q O co CONTINUOUS 6 MIL VAPOR BARRIER ON CLEAN AND WELL COMPACTED G� J TERMITE TREATED FILL. SSD. FLOOR FINISH -AS SELECTED BY OWNER. FC-02 FOUNDATION AND FOOTING. MIN 16" BELOW GRADE. SSD. Q 12 FC-03 FLOOR SYSTEM: (1) LAYER 3/4"T&G PLYWOOD STURD-I-FLOOR DECKING = 6 12 GLUED AND SCREWED ON PRE-ENGINEERED FLOOR TRUSS SYSTEM OR Q6 RF-01 SPECIFIED FLOOR MEMBERS. (S.S.D.) PROVIDE CONTINUOUS END BLOCKING. PROVIDE INSULATION FOR SOUND REDUCTION RF-01 THROUGHOUT AT OWNERS OPTION. INSULATION IS REQUIRED ADJACENT TO NON CONDITIONED SPACES SUCH AS THE GARAGE. FLOOR FINISH -AS SELECTED BY OWNER. EF-02 6:12 FC-04 PT LEDGER(BRIG. or NON-BRG.) (S.S.D.) FC-05 BEAM/GIRDER. (S.S.D.) ROOF BEARING_ — — — -- — — — — -- — — — — — — — — — — — — — — — — — FC-06 CEILING FINISH: 1/2" C.D. GYP. BOARD. 22'-0"ABV. REF. ELEV. FC-07 CEILING FINISH: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPAR STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY(SEE WL-02). HEADER HT. — — — — — — — — — — — — — — — — — — — — — — — — — FC-08 COORD. PASSAGE OF HVAC DUCT THROUGH TRUSS SYSTEM. 20'-0"ABV. REF. ELEV. FC-09 POURED IN PLACE CONCRETE BALCONY. S.S.D. SLOPE TO DRAIN. r EF-02 FC-10 FLOOR DRAIN SEE DET. B/A4.1 WL-02 -------------- FC-11 IPE (OPEN)WOOD DECKING. INSTALL AS PER MANUFACTURERS WRITTEN INSTRUCTIONS. COLOR AS PER OWNER. WL-02 12 FC-12 STRUCTURAL FASTENER: (S.S.D.) WL-04 Q 6 FC-13 P.T. 2x's (S.S.D.) EF: EXTERIOR FEATURES EF-06 EF-01 NOT USED. EF-02 STUCCO ACCENT- SILL, BANDING OR TRIM EF-02 EF-03 36" HIGH RAILING SYSTEM- FOR ILLUSTRATION ONLY. FINAL DESIGN & MATERIAL TO BE SELECTED BY OWNER. SEE ELEVATION/SECTION �2ND FLOOR — — — — — — — — — TYPICAL NOTES THIS SHEET. �" O 12'-0"ABV. REF. ELEV. EF-04 DECORATIVE BRACKET. FINAL DESIGN & MATERIAL TO BE SELECTED BY i 6:12 RF-01 OWNER. �3 Q Z ROOF BEARING_ — — — — — EF-05 LIGHT FIXTURE-AS SELECTED BY OWNER Z g 10'-0"ABV. REF. ELEV. , 4EF-06 DECORATIVE LOUVERED PANEL41 Q EF-07 DECORATIVE WOOD SIDING. COLOR AS SELECTED BY OWNER. ~ HEADER HT. rn 0 w H O � 8'-0"ABV. REF. ELEV. IN: INTERIOR FEATURES o U w CV IN-01 1x6 T&G WOOD MOUNTED TO THE UNDERSIDE OF THE TRUSS. COLOR N U 0 a WL-01 AS PER ID/OWNER = d o LID (z A a Q W L-01 2 U `p C l6 O a C N_ C n � C _ � 3 1ST FL. SLAB — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0'-0" REF. ELEV. N 100'-0"AMSL A W L-11 E F-02 W L-11 ° o � a= O :Ei o RIGHT ELEVATION = CL T 3 N O)O C 3 c 3. 1 ` M SCALE: 1/4" = 1'-0" Q Ma N O C M T a N N � C C (0 w; N N 2 L � f0 C N - N r 3 . 1 O SHEET NO " O U a c N N L C O N � y N L m .a U X- N not valid without z original or electronic 0.5 °._- O signature&seal .a yO w i d a w N x� T O a i O L N 1 N � � c 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies � m o� U N SECTION/ ELEVATION TYPICAL NOTES: cq E O N DRYWALL SPEC: Qom -WALLS THAT ABUT NON-CONDITIONED SPACE: USE "DENSARMOR" ° 3 -WALLS THAT ARE IN DIRECT CONTACT WITH WET AREAS: USE "DENSARMOR PLUS" ROOF NOTE: L cC m o -SEE ROOF PLAN FOR GENERAL ROOF NOTES AND ROOF MATERIAL SELECTION ¢ ; 0 3 NOTES � R U O C N m a C a C O TYPICAL ARCHITECTURAL NOTES: d a a 2 -VERIFY ALL STRUCTURAL ELEMENTS WITH STRUCTURAL ENGINEER a @ ° Q 6 -COORDINATE ALL INTERIOR WALL, SOFFITS AND CEILING TREATMENTS WITH .y N INTERIOR DESIGNER/OWNER ° ` 0 N E N -ROOF AND BEARING HEIGHTS ARE SHOWN RELATIVE TO A REFERENCE ELEVATION 0 RF-01 2 BASED ON TOP OF GRADE. U.N.O. o 6 -ALL HANDRAILS AND GUARD RAILS TO BE 36"AFF U.N.O. W/VERTICAL w a PICKETS/BALUSTRADES SPACED SO AS TO NOT ALLOW THE PASSAGE Q " ° OF A 4" SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2"A.F.F. COORD. 10 a RF-01 FINAL MATERIAL, DESIGN, AND FINISH WITH ID/OWNER. HANDRAILS AND s GUARDS MUST COMPLY WITH THE REQUIREMENTS OF THE FBC R 2017. ROOF BEARING_ — _ _ _ — o`a 22'-0"ABV. REF. ELEV. SECTION/ELEVATION KEY NOTES: EF-02 RF: ROOF/ EAVE ASSEMBLY U N HEADER HT. — — _ _ — — RF-01 DREXEL METALS -'5V PROFILE' PANEL ROOF SYSTEM. SEE 20'-0"ABV. REF. ELEV. EF-02 MANUFACTURER'S INSTALLATION AND UNDERLAYMENT GUIDELINES. WL-02 RF-02 PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C. SEE FRAMING _ PLAN AND SHOP DRAWINGS FROM TRUSS MFR. PROVIDE MIN R-20 EF-02 SPRAY FOAM INSULATION TO THE UNDERSIDE OF ROOF SHEATHING Chi O N AND AS NEEDED TO CREATE A SEALED ENVELOPE FOR CONDITIONED Q N U O � SPACES. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. TYP. ALL SPRAY H N y WL-02 FOAM TO RECEIVE FIRE RETARDANT COATING PER FBCR �N WL-04 RF-03 STRUCTURAL FASTENER: (S.S.D.) N " RF-04 CONTINUOUS FLASHING. SEE ROOF PLAN AND NOTES. USE COPPER. ;t �{ 2 ALT. FACTORY COATED ALUM. TO MATCH METAL ROOF L O O RF-01 6� EF-06 RF-05 CONTINUOUS METAL DRIP EDGE ON 1X2 FASCIA OVER 1X8 FASCIA ON �I'1 6:12 2X4 SUB-FASCIA. �J N k �2ND FLOOR — — — — — — — — — RF-06 STUCCO SOFFIT(SEE FC-07). 12'-0"ABV. REF. ELEV. — � 12 RF-07 STUCCO SOFFIT(SEE FC-07) WITH CONTINUOUS VENT. 6:12 RF-08 PROVIDE CROSS-FLOW VENTILATION BETWEEN ADJOINING ROOF N ROOF BEARING_ -- — — — — — SYSTEMS. -4 10 0"ABV. REF. ELEV. Ca 0 O 41 OP: OPENINGS Q N HEADER HT. _ _ _ _ _ _ _ _ _ _ _ _-----------------I OP-01 WINDOW OR DOOR UNIT. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. -- --------- r RECESS MIN 2" FROM FACE OF WALL. SEE SHEETS A6.1 &A 6.2 FOR }' O 8'-0"ABV. REF. ELEV JI BUCK ATTACHMENT DETAIL AND WATERPROOFING DETAILS. SEE FLOOR PLAN FOR UNIT LOCATIONS AND DIMENSIONS. U W OP-02 SEE WINDOW/DOOR DETAILS ON SHEET A6.2 FOR HEAD, JAMB AND SILL �� O DETAILS. SEE ELEVATIONS FOR LOCATIONS. }, N OP-03 GARAGE DOOR-AS SELECTED BY OWNER. SEE GENERAL DOOR NOTES W L-01 W L-01 ON SHEET A6.1. OP-04 PROVIDE CONTINUOUS DRIP EDGE AT HEAD. WL: WALL ASSEMBLY U WL-01 EXTERIOR MASONRY ASSEMBLY: L 8" NOMINAL REINFORCED CMU WALL-S.S.D. Q 1 ST FL. SLAB WL-02 EXTERIOR FRAME ASSEMBLY: 0'-0" REF. ELEV. EXTERIOR FINISH SYSTEM OVER EXTERIOR GRADE PLYWOOD 100'-0"AMSL SHEATHING OR STRUCTURAL ZIP-BOARD ON WOOD FRAMING SYSTEM. EF-02 WL-11 PROVIDE MIN R-19 BATT INSUL. UNLESS NOTED OTHERWISE. (S.S.D.) *WHERE STRUCTURAL SPACING @ 16" O.C.(TYP. @ WALLS): USE MIN. 1/2" EXTERIOR GRADE SHEATHING *WHERE STRUCTURAL SPACING @ 24" O.C.(TYP. @ ROOFS): USE MIN. LEFT ELEVATION EX EXTERIOR GRADE SHEATHING K'j WL-03 EXTERIOR FINISH: CEMENT PLASTER NOTE: PROVIDE EXPANSION JOINTS, CONTROL JOINTS, &WEEP SCREEDS AT ALL REQUIRED LOCATIONS PER FBCR, AND ALL CURRENT 3.2 SCALE: 1/4" = 1'-0" INDUSTRY STANDARDS. MASONRY SUBSTRATE: MIN 1/2" CEMENT PLASTER ON CONCRETE MASONRY WALL AND CAST CONCRETE SURFACES. FINISH AS SELECTED BY OWNER. HOLD CEMENT PLASTER 2"ABV. GRADE. TYP. WOOD FRAME SUBSTRATE: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPAR STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY. SEE WL-02. WL-04 EXTERIOR FINISH: SIDING ARCHITECTURAL GRADE LINE FIBER CEMENT SIDING.INSTALLED PER MANUFACTURER WRITTEN INSTRUCTIONS. WL-05 INTERIOR FINISH: DRYWALL. SEE SECTION/ ELEVATION TYPICAL NOTES. MASONRY SUBSTRATE: 1/2" DRYWALL INTERIOR WALL FINISH ON P.T. FURRING STRIPS W/PERMEABLE RADIANT BARRIER WITH MIN. R4.1 INSULATION VALUE. HOLD DRYWALL 1/2" OFF FLOOR DECKING/SLAB. TYP. COORD. FURRING THICKNESS WITH FLOOR PLANS. WHERE ADDITIONAL THICKNESS IS SHOWN USE 2X STUDS W/MIN 1/2"AIR GAP N TO SEPARATE STUDS FROM CONCRETE SUBSTRATE, USE P.T. MEMBERS WHERE IN DIRECT CONTACT WITH CONCRETE SUBSTRATE. O 0LL }� J WOOD FRAME SUBSTRATE: 1/2" DRYWALL INTERIOR FINISH. HOLD H J DRYWALL 1/2" OFF FLOOR DECKING/SLAB. _ _ LL WL-06 CONT. BOND BEAM. (S.S.D.) () WL-07 C.I.P BEAM - (S.S.D.) 12 WL-08 HEADER/ BEAM (S.S.D.) = m p J Q 6 WL-09 PROVIDE JOINT AT DISSIMILAR MATERIALS PER FBCR. LU U U WL-10 POURED CON . BEAM (S.S.D.) E = RF-01 6� C a WL-11 CONTROL JOINT O L 0_ � O m J RF-02 RF-01 FC: FLOOR/CEILING ASSEMBLY U co co FC-01 FLOOR SYSTEM: MIN. 4"THICK REINFORCED CONCRETE SLAB ON Q Z CONTINUOUS 6 MIL VAPOR BARRIER ON CLEAN AND WELL COMPACTED G� J ° REFER TO TRUSS MAN'F DRAWINGS ° FOR ACTUAL TRUSS LAYOUT. TERMITE TREATED FILL. SSD. FLOOR FINISH -AS SELECTED BY OWNER. (REFERENCE ONLY) VENT THRU ROOF FC-02 FOUNDATION AND FOOTING. MIN 16" BELOW GRADE. SSD. _ROOF BE FC-03 FLOOR SYSTEM: (1) LAYER 3/4"T&G PLYWOOD STURD-I-FLOOR DECKING a 22'-0"ABV. REF GLUED AND SCREWED ON PRE-ENGINEERED FLOOR TRUSS SYSTEM OR K SPECIFIED FLOOR MEMBERS. (S.S.D.) PROVIDE CONTINUOUS END WL-02 V HEAD BLOCKING. PROVIDE INSULATION FOR SOUND REDUCTION WL-04 20'-0"ABV. REF THROUGHOUT AT OWNERS OPTION. INSULATION IS REQUIRED ADJACENT TO NON CONDITIONED SPACES SUCH AS THE GARAGE. FLOOR FINISH -AS SELECTED BY OWNER. FC-04 PT LEDGER(BRG. or NON-BRG.) (S.S.D.) FC-05 BEAM/GIRDER. (S.S.D.) Loft FC-06 CEILING FINISH: 1/2" C.D. GYP. BOARD. FC-07 CEILING FINISH: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPAR 0" STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY(SEE WL-02). FC-08 COORD. PASSAGE OF HVAC DUCT THROUGH TRUSS SYSTEM. FC-09 POURED IN PLACE CONCRETE BALCONY. S.S.D. SLOPE TO DRAIN. RF-01 � REFER TOTRUSSMAN'FDRAWINGS EF-06 FC-10 FLOOR DRAIN SEE DET. B/A4.1 6 FOR ACTUAL REFERENCE ONLY)LAYOUT. FC-11 IPE (OPEN)WOOD DECKING. INSTALL AS PER MANUFACTURERS 2ND WRITTEN INSTRUCTIONS. COLOR AS PER OWNER. REFER TO TRUSS MAN'F DRAWINGS 12'-0"ABV. REF FC-12 STRUCTURAL FASTENER: (S.S.D.) VENT THRU ROOF FOR(REFERENCE SONA)OUT. FC-13 P.T. 2x's (S.S.D.) -- — ROOF BE 10'-0"ABV. REF EF: EXTERIOR FEATURES EF-01 NOT USED. HEAD EF-02 STUCCO ACCENT- SILL, BANDING OR TRIM 8'-0"ABV. REF EF-03 36" HIGH RAILING SYSTEM- FOR ILLUSTRATION ONLY. FINAL DESIGN & MATERIAL TO BE SELECTED BY OWNER. SEE ELEVATION/SECTION TYPICAL NOTES THIS SHEET. y 00 Outdoor Foyer EF-04 DECORATIVE OW ORRATIVE BRACKET. FINAL DESIGN & MATERIAL TO BE SELECTED BY O Living EF-05 LIGHT FIXTURE-AS SELECTED BY OWNER WL-01 etc a 10'-0" z U Entry WL-01 EF-06 DECORATIVE LOUVERED PANEL Q EF-07 DECORATIVE WOOD SIDING. COLOR AS SELECTED BY OWNER. Lu o O IN: INTERIOR FEATURES � r' Z Q C) IN-01 1x6 T&G WOOD MOUNTED TO THE UNDERSIDE OF THE TRUSS. COLOR oN o CV SLOPE MIN.8"per ft. SLOPE MIN.8"per ft. [� AS PER ID/OWNER Ld ti z_ 1ST FL n4 �; CO U -. .. . ' REF E Q °" FC-02 FC- 2 00'-0' c � N C . 0 Ea O @ E � N C E m a a C 2 BUILDING SECTION }' O3 C o0 a @ m N SCALE: 1/4" = 1' -0" c m - U m a� m o U N J � a w 0 `oa 5 m O i o o n � T C O m m N� o'a N C m.m a " Q a m C N m� � O m a n o m L m C ~ N o C L � -- m - f/1✓ 3 . 2 p r N SHEET NO 0 a a � m L C O.0 N aE N rN a� ' o a N N � L m not valid without .s original or electronic signature &seal o N O N f N x� m �L_ m.3 O L > a o O N �� 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies m N O� GENERAL STAIR NOTES: E 6'-5" 3'-6" 1. STAIR RUN = STRUCTURE TO STRUCTURE, VARIES SEE SPECIFIC STAIRS. N o 7 EQ TREADS LANDING 2. RISERS PER FBCR 311.7.5.1 AND TREADS PER FBCR 311.7.5.2 &311.7.5.2.1. LANDINGS ARE PROVIDED PER FBCR 311.7.6. PROVIDE NOSINGS AS REQUIRED PER FBCR 311.7.5.3. N °z 3.A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12 FT d ti t BETWEEN FLOOR LEVELS OR LANDINGS PER FBCR 311.7.3. ; 0 3 4. STAIR SPACING AND OR MATERIAL CONFIGURATION SHALL PREVENT THE PASSAGE s OF A 4" DIAMETER SPHERE ABOVE THE TREADS;AND THE PREVENTION OF A 6" a= o U 0.— DIAMETER SPHERE IN THE TRIANGLE OF THE RISER, TREAD, AND GUARD RAIL. 20 19 18 17 16 15 14 13 5.ALL HANDRAILS AND GUARD RAILS TO BE 36"AFF. GUARDS SHALL BE DESIGNED SO N AS TO NOT TO HAVE OPENINGS WHICH WOULD ALLOW THE PASSAGE OF A 4" SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2"A.F.F.. COORD. FINAL MATERIAL, L N E N DESIGN, AND FINISH WITH ID/OWNER. HANDRAILS AND GUARDS MUST COMPLY WITH 0 THE REQUIREMENTS OF THE FBC R311.7.8 HANDRAILS (STAIRS), R311.8.3 HANDRAILS O 3 112 N 1" NOSING DN (RAMPS), R312 GUARDS. TREAD L6. THIS STAIR CALCULATION IS BASED FROM 1st FLOOR STRUCTURE TO 2nd FLOOR Q COORDINATE FINAL STAIR STRUCTURE. THE FINISH FLOOR MATERIALS HAVE NOT BEEN SELECTED. PRIOR TO ° "N a FINISH SELECTION WITH ID, BUILDING THIS STAIR CONTACT THE ARCHITECTS OFFICE WITH THE FINISH FLOOR 0 a N-O > OWNER, AND STAIR O MATERIAL CHOICE FOR FINIAL RISER DIMENSIONS. FABRICATOR Z 7. PROVIDED ILLUMINATION PER FBCR 303.6. E Z r L O w INDICATES STAIR STRUCTURE. F1 02 03 04 05 06 07 08 09 10 11 12 Q U N J SEE STAIR DETAIL KEYNOTES. I I 00 STAIR DETAIL KEY NOTES: NOTE: S1 1 2" DIA. HANDRAIL @ 36"A.F.F. OF LEADING EDGE OF STAIR SHALL ALLOW -FOR EXTERIOR STAIRS, 12" CLEARANCE FROM WALL. SEE DETAIL. Q N O SLOPE ALL TREADS TO DRAIN. I I S2 STRINGER FRAMING: (2)2 x 12 PT. YP.#2 STRINGERS SCREWED& GLUED O MIN 1/8" PER FT. ri N � -FOR CONCRETE STAIRS, I I TOGETHER AND CUT TO STAIR PROFILE. AT BOTH SIDES OF STAIR w/ "t tt O� RISERS MAY BE ANGLED, NOT SIMPSON U28 TO LANDING JOISTS AND ANCHORED TO CONCRETE SLAB O 4; t "'-A cb MORE THAN 30 DEGREES I I BELOW. SEE STRUCTURAL DRAWINGS. ss�AQ FROM VERTICAL. O O S3 LANDING FRAMING: 3/4" PLYWOOD SHEATHING OVER 2 X 12 YP#2 LANDING 00 C}I H JOISTS w/SIMPSON U28 HANGERS ON EACH END V � N � � � N S4 STAIR TREAD FRAMING: 2 x 12 PT. YP. #2 STEPS w/(3) 12d NAILS EACH STRINGER. COORD. FINAL FINISH MATERIAL AND COLOR W/ID/OWNER. 411, CU Q O O 3' 6" 11 EQ. TREADS LANDING N 0 lfl S5 CONC. SLAB ON GRADE. SEE ELEVATION/SECTION KEY NOTES. SEE � L �' � ' N STRUCTURAL DRAWINGS. ti N 3 TYP. STAIR DETAIL S6 1/2" GYPSUM BOARD UNDER STAIR PROTECTION PER R302.7 AT ALL AREAS. U Q N N A4. 1 SCALE: 1 1/2" = 1'-0" /000STAIR P LAN 1 A4. 1 SCALE: 1/2" = 1'-0" STAIR INFORMATION 20 RISERS @ 7 5/16" 19 TREADS @ 11" (plus landing) L SIN 1" x 1" VERTICAL BALLUSTERS TO SUPPORTING BASE EVENLY SPACED ❑ ❑@ 6'-0" O.C. MAX. STYLE AS aC ° SELECTED BY ID/ OWNER 7 7 C C C RECOMMENDED MATERIALS: ° C INTERTIOR - WROUGHT IRON c C c EXTERIOR - PWDR COATED ALUM. 7 7 > > C M PATTEREND INSERT. MAXIMUM ❑ ❑ OPENING SHALL NOT PERMIT THE N co PASSAGE OF A 4" SPHERE N CONTINUOUS BASE RAIL/TOE RAIL U_ *+ O a> to J BOLT TO DOUBLE BLOCKING IN ROOF BRG. Q � FRAMING 6"w 8"h x 3/16" PLATE 22'-0" REF. ELEV. = w =3 _j Cow o Q w/ (4) 1/2' GALVANIZED LAG w v v N BOLTS o CL .� Q FINISH FLOORHEADER HT. cj v m 7 20-0" REF. ELEV. Q z i 4 TYP. GUARDRAIL Q A4. 1 COORD. WITH ID PACKAGE SCALE: 1 1/2" = 1'-0" 6'-5" 3'-6" 7 EQUAL TREADS LANDING S1 _OIL 2ND 7 FLOOR 12'0" REF. ELEV. 00 OIL 1ST FL. BRG � 10'-0" REF. ELEV. v z v z O Q ~ owo 10'-1" O 1 4" <2" 11 EQUAL TREADS o U w N >12, r---- • Q U EQ � W C C A 8. 0 C L o -__ L 00 N a >34" <38"ABOVE II S3 LEADING EDGE @ P RISER a� O'C ---- S4 A 3 N o 0 E � N co 11 „ 4 r S6 2 C TYP HANDRAIL - r_,'N� . coh o r---- 20 A4. 1 SCALE: 1 1/2" = 1'-0" N 7!:t o r r oa d C (0 O II ti p 01� � N 3 � m� N Q 'O l6 C � S5 N � r C r t0 � a� 1ST FL. SLAB "Y Y 0'-0" REF. ELEV. N U L � C N ■_ 4 . 1 p C N SHEET NO ao 0 ca a7l L C O K'2 STAIR SECTION N N a� ' O a A4. 1 SCALE: 1/2" = 1'-0" N not valid without z original or electronic O signature&seal y O N d p_w N x� T O L L O C N > N N �Y 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 1 WINDOW AND DOOR KEY NOTES: 0 1. EXTERIOR WALL ASSEMBLY VARIES- SEE WALL SECTIONS AND PLANS. � � � / 1a 2. WATERPROOFING SYSTEM. SEE DOOR AND WINDOW INSTALLATION 3 DETAIL, THIS SHEET. o.� \ \ \ \ \ \ \ \ \ \ 3. WALL FINISH VARIES. SEE WALL SECTIONS AND ELEVATIONS. �� 3 \ Q� \ ������ 2 ° ° ° ° • 4. INSTALL ASSEMBLY PER MANUFACTURER'S WRITTEN INSTRUCTIONS. SEE DOOR AND WINDOW INSTALLATION DETAIL, THIS SHEET. 2 5. SLOPE CEMENT WASH SLIGHTLY DOWNWARD AWAY FROM THE UNIT AT Q o ------- 2a p ° ° ° ° ° HEAD ONLY. 3 O N O 3 13 2 0 6. DOOR/WINDOW UNIT- SEE SCHEDULE � 1.0 i I o ° ° °° ° ° 7. WINDOW SILL- SEE WALL SECTIONS AND ELEVATIONS FOR MATERIAL 4 ° ° AND PROFILE.71 ° @ ° 8. CONT. P.T. 2X BUCK-SEE DOOR AND WINDOW INSTALLATION DETAIL ¢ r N0 N \/\/�/\/ p o FOR ATTACHMENT, THIS SHEET. ALSO SEE WALL SECTIONS. r o \ �Q \ i ' ° ° �° ° 9. CONT. CLOSED CELL FOAM BACKER ROD AND SEALANT- SEE MFG'R. �/ WRITTEN INSTRUCTIONS & INSTALLATION DETAILS oME wo NOT i 3 • • ° 10. SHIM AS REQ'D. 11. CONT. PVC J-BEAD Q \ \ \ \ SHOW FOR I o w cLA ITY i I 4 11 $ • • 12. CONTINUOUS DRIP EDGE AT EXTERIOR HEAD. SEE ELEVATIONS AND Q o .s ' I 1a 6 WALL SECTIONS. DETAIL MAY VARY. 0 0 s� � 11 $ 13. DRYWALL AND FURRING. SEE WALL SECTION. 14. FLOOR/WALL FINISH AT BALCONIES. COORD WITH ID/OWNER. o a 12 12 15. WATERPROOFING SYSTEM AT BALCONIES. SEE DETAIL. 16. EMBED DOOR SILL IN SEALANT. N 17. PROVIDE COPPER/STAINLESS STEEL PAN WITH SOLDERED END DAMBS U g 18. PROVIDE SPACER AS NEEDED FOR FLOORING SYSTEM. C: -L I 19. PRECAST SILL. _ C------- --- --- 4 10 20. PROVIDE WICK WEEP IN MORTAR SETTING BED. NOTE: DOOR/WINDOW CASING AND JAMB EXTENSION NOT SHOWN FOR Q O (v CLARITY- COORD. WITH OWNER 5 0 FRAME WALL MASONRY WALL 2a 00 V' 1 N 1 WINDOW & DOOR INSTALLATION DOOR HEAD (JAMB SI ILAR WINDOW HEAD (JAMB SIM1LAR 2 � SCALE:1 1/2"=1'-0" 0 SCALE: 3" = 1' -0" SCALE: 3" = 1' -0„ 00 00 N WINDOW& DOOR INSTALLATION: GENERAL DOOR AND WINDOW NOTES 1. ALL GLAZING IN HAZARDOUS LOCATIONS AS IDENTIFIED BY FBC R308.4 TO p� O -COORDINATE COMPATIBILITY OF ALL PRODUCTS WITH OTHER 3. AFTER INSTALLING PT BUCK-APPLY PROSOCO R-GUARD "JOINT AND BE SAFETY GLAZING IN ACCORDANCE WITH THE REQ. OF FBC R308.3.1. 4-1b0 N TO ALLCTS USED S SEALANTS ANDN THE ASSEMBLY; INCLUDING, BUT INTERIOR AND EXTERIOR FINISHES TOHATICOMD SEAM FILLER", PER MANUFACTURER'S WRITTEN INSTRUCTIONS 2. ALL GLAZING TO BE CLEAR- INSULATED HIGH PERFORMANCE LOW'E' U ;4 O IN CONTACT WITH THESE PRODUCTS. 4. APPLY PROSOCO R-GUARD "FAST FLASH" PER MANUFACTURER'S UNITS W/A MAX. SHGC 0.25 FOR FENESTRATION AND SKYLIGHTS OR A �� O WRITTEN INSTRUCTIONS. 6 MAX U-FACTOR OF .40 FOR FENESTRATION ( .65 FOR IMPACT RATED +� O - PROTECT ALL PRODUCTS AGAINST ATMOSPHERIC AND UV EXPOSURE -ON FRAME ASSEMBLIES: APPLY PROSOCO R-GUARD "FAST FENESTRATION)AND .65 FOR SKYLIGHTS. FBC ENERGY CONSERVATION - di PER MANUFACTURER'S WRITTEN INSTRUCTIONS. FLASH" OVER TYPAR ON SIDES AND BOTTOM OF ASSEMBLY, AND 4 CODE TABLE R402.1.1. UNDER TYPAR DIRECTLY TO SHEATHING AT TOP OF ASSEMBLY. 1. UNPROTECTED EXTERIOR WALL ASSEMBLY: VERIFY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. - MASONRY CONSTRUCTION -ON MASONRY ASSEMBLIES: REFER TO MANUFACTURER g 1 p 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE i REPRESENTATIVE FOR RECOMMENDATIONS AT DIRECT APPLIED PRODUCT MFR. FOR COMPLIANCE OF CODE REQUIREMENTS INCLUDING - FRAME ASSEMBLY- INSTALL TYPAR WEATHER RESISTANT STUCCO APPLICATIONS ON EXTERIOR FACE OF WALL. 2 BUT NOT LIMITED TO: EGRESS, WIND DESIGN DATA, INSTALLATION AND Q BARRIER MEMBRANE PER MANUFACTURER'S WRITTEN 6 ANCHORING, WIND BORN DEBRIS REGIONS, AIR INFILTRATION, ETC... INSTRUCTIONS (CONTRACTOR TO SUBMIT ALTERNATIVE TO 5. INSTALL WINDOW ASSEMBLY PER WINDOW MANUFACTURER'S g ARCHITECT FOR REVIEW). AT SIDES AND BOTTOM OF OPENINGS WRITTEN INSTRUCTIONS. 17 4. THE CONTRACTOR IS TO NOTIFY THE ARCHITECT OF RECORD OF ANY HOLD TYPAR BACK 2" FROM EDGE OF OPENING TO ALLOW NOTE: WHEN INSTALLING WINDOWS WITH FINS, ENCAPSULATE M N. 1/4"/ FT. DISCREPANCY BEFORE ORDERING PRODUCTS. PROSOCO R-GUARD "FAST FLASH"TO BE APPLIED DIRECTLY TO THE FIN WITH PROSOCO R-GUARD "JOINT AND SEAM FILLER". THE SHEATHING FOR THE FIRST 2". LEAVE OUTER COAT OPEN AT BOTTOM FIN FOR WEEPING. 4 7 $ 5. FLORIDA PRODUCT APPROVAL: 5.1. FLORIDA PRODUCT APPROVALS ARE REQUIRED FOR ALL EXTERIOR: la. PREPARE ROUGH OPENING - SEE PROSOCO R-GUARD SYSTEM FOR 6. INSTALL BACKER ROD AND SEALANT AT INTERIOR SIDE OF THE UNIT 16 DOOR ASSEMBLIES, WINDOW ASSEMBLIES, IMPACT RESISTANT MANUFACTURER'S WRITTEN INSTRUCTIONS. ALONG THE BOTTOM OF THE UNIT AND UP 12" ON EACH SIDE. SEE 18 20 2 COVERINGS, GARAGE DOOR ASSEMBLIES, AND UNIT SKYLIGHT MANUFACTURER'S WRITTEN INSTRUCTIONS. ASSEMBLIES. 2. PT BUCK: g 1 g MASONRY CONSTRUCTION- INSTALL 2x WITH RECESSED %4" O x 5.23HE CONTRACTOR SHALL OBTAIN FLORIDA PRODUCT APPROVAL 3Y2"TAPCONS AT 8" O.C. STAGGERED. ° a DOCUMENTATION, INCLUDING INSTALLATION AND ANCHORING DETAILS AND REQUIREMENTS. CONTRACTOR TO: 2a. RECESS TAPCON AND/OR NAILS AND SEAL WITH PROSOCO 4 R-GUARD "JOINT AND SEAM FILLER". w 14 8 ° a 1 5.2.1. SUBMIT DOCUMENTATION TO THE BUILDING DEPARTMENT I 2 a OR AHJ. 06 a 5.2.2. RETAIN A COPY ONSITE. - w _J 3 • _ • • • • _ • , • • Opening _ • • w ° 5.3. SEE STRUCTURAL ENGINEER'S DRAWINGS FOR DESIGN • • LU w a CRITERIA. WHEN SEPARATE STRUCTURAL ENGINEERING Building • ° ° DOCUMENTS ARE NOT PROVIDED THIS INFORMATION WILL BE ° AIR&WATER BARRIERS AIR&WATER BARRIERS a LOCATED UNDER CODE INFORMATION IN THIS SET. CMU/Cast-in-Place Concrete Wall Construction Sheathing Wall Construction with gypsum,plywood or OSB sheathing. to N 6. COORD. MUNTON DESIGN WITH OWNER. G� Field of wall-Fill small voids and cracks u to 1/2-inch in the CMU Wood buck-If wood bucks are not already installed apply two thick p y pp y Remove the existing window,flashing and water resistive barrier to no less than 46 inches beneath any existing building wrap-over FLOOR SYSTEM ` , surface with FastFlash or Joint&Seam Filler.Use a dry joint knife beads of FastFlash or Joint&Seam Filler along the perimeter faces expose the rough opening.Repair the rough opening as required. the face of the structural wall on the head and jambs. or trowel to press and spread l inch beyond each side toa thickness of of the wood buck before attaching it to the structure while stillwet. 7. MATCH WINDOW HEAD HEIGHT W/ INTERIOR DOOR HEAD HEIGHT. VERIFY LL *1 J 20-30mils. Install anchor bolts. Consolidate and seal any new,cut gypsum board edges within the Spread the wet product to embed that edge of the transition sheet W/ FINISH FLOOR MATERIALS. FINAL INTERIOR & EXTERIOR DOOR HEAD N J Repair larger cracks or voids with mortar. After installation of wood buck,spot and cover the installed heads of rough opening by brushing on a thin uniform coat of PorousPreP. and down over the transition sheet 2"to create a seamless flashing U _ LL . HEIGHT TO B E V I F W/OWNER. Wet-seta properly sized and adhesion-compatible transition sheet, transition. Best practice rough opening Apply a thick bead of FastFlash in the anchor bolts.Apply a thick bead of FastFlash or Joint&Seam P P Y P P k' P pat PP y N U Filler to all inside corners of the wood buck.Use a dry joint knife or such as Moiststop PF,into the wet FastFlash.Apply additional Shingle the transition sheet to create no less than a 6-inch lap over �, each corner and in a zigzag pattern over the concrete block inside the � _ trowel to press and spread I inch beyond each side to a thickness of FastFlash to the leading edge of the transition sheet. the existing building wrap. DOOR NOTES rough opening and wall face surrounding the rough opening.Use w C LIJ 5 J 20-30 mils. After preparing the rough opening pursuant to S4.lA or S4.lB,use 1. ALL INTERIOR DOORS TO BE SOLID CORE DOORS. VERIFY ALL SPECIES, N IIIIIIII� a dry joint knife,trowel or chipper brush to spread the wet product P P g g P g P CO 0 w to protect the rough opening with a seamless flashing membrane Apply a thick bead of FastFlash or Joint&Seam Filler to the a dry joint knife,trowel or chipper brush to spread the FastFlash to FINISH (PAINT-STAIN), & HEIGHT WITH ID/OWNER PRIOR TO FABRICATION. LU U U that extends no more than 1 inch over the face of the wall.Apply perimeter joint between the wood buck and the CMU wall.Use a dry create a seamless flashing membrane.To protect the rough opening, DOOR SILL DETAIL WINDOW SILL DETAIL 2. SEE ID/OWNER SPECIFICATIONS FOR DOOR HARDWARE TYPE & FINISH. E � -� additional FastFlash as needed to create an opaque,monolithic trowel or spatula to tool and seal the joint.Create a profile that directs make sure the membrane extends 9 inches-or necessary to reach O U 3 4 flashing membrane free of voids bulk water away from the joint.Allow Joint&Seam Filler to skin � O � J or pinholes.Allow to skin over. over. Spray or roller apply the selected Apply a thick bead of FastFlash over the inside of the wood buck, SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" 3. EXTERIOR DOORS TO BE CLAD INSULATED DOORS AS MANUF. BY SIERRA U m R-Guard air and water resistive extending it onto the wall surrounding the rough opening.Use a dry PACIFIC Q ME O W barrier over the prepared wall. joint knife,chip brush or trowel to spread the wet product to create a Step One Wet-set the A\ Apply sufficient product to cover seamless flashing membrane.Th ensure the wood buck is adequately transition sheet to walll/4"under the 4. GARAGE DOOR TO BE STEEL PANELED INSULATED WITH FINISHED J the entire face of the structural protected,make sure the membrane extends no more than 1 inch over INTERIOR WALL EXTERIOR WALL Pre-treated sill with FastFlash rough opening wall. the two ofthe wall.Apply additional FastFlash as needed to create an INTERIOR PANEL, COLOR AS SELECTED BY OWNER Q best practice. opaque,monolithic flashing membrane free of voids or pinholes. FastFlash Bead Step Three Treat rough Z" M I N. Instalingbood 8 5. SEE ID FOR WINDOW/DOOR HJS TREATMENT buck.Proceed Transition Sheet o step One and and buck mto heron buck step one step Two step Three t0 cp N C`7 J} (L 6. ALL DOOR UNITS TO COMPLY WITH FBC ENERGY CONSERVATION CODE opening r°ugn LJ LJ PANEL BOTTOM RAIL 1 SECTION R402.4. AIR LEAKAGE. FastFlash - MIN. Counter-flash sheet 2"over INTERIOR 8 TYP. SILL Protruding the 7. ALL DOORS &WINDOWS SHALL COMPLY WITH BARRIER REQUIREMENTS AS � a woodcock Building Wrap Z � WEEP HOLE (DO NOT DEFINED IN FBC R CHAPTER 45 PRIVATE SWIMMING POOLS Protruding .joint& Wood Buck !n - BLOCK WITH EXTERIOR FastRash seam Filler step Two Z Z FINISH FLOOR MATERIAL WINDOW NOTES: Prepare rough lJJ INTERIOR FINISH FLOOR ) If realreucks 1. SEE WINDOW ELEVATIONS FOR SPECIFIC FIXED/OPERABLE a re already 'lO1nt I,� opening pursuant Apply FastFlash or Joint&Seam installed,start &seam to S41A or S4.1L p a ° CONFIGURATION. O.N.O. BEFORE ORDERING ALL WINDOWS VIF W/OWNER. Filler in a zig-zag pattern to the with Step Two Filler* B L.- MUD SET back of each wood buck and wet- W � °° a set them into the rough opening. FastFlash i. > a a ° a ° TRACK LENGTH VARIES \ 2. WINDOWS ARE TO BE MANUFACTURED BY: SIERRA PACIFIC Drill holes for wood buck,blow - out holes,fill with FastFlash or J a ° d Cats LL a ° °° COLOR AND HARDWARE AS SELECTED BY OWNER/ ID Joint&Seam Filler and fasten ° a 161 wood bucks. aa ° ° ° BASE DESIGN STANDARD: U = .4, SHGC = .25 a ° `�� VERIFY: %" SDL INTERIOR& EXTERIOR GRILLES (NO SPACE BAR) *or substitute FastFlash by Pilling the�o'mt with � ° \ FastFlash or Joint&Seam Filler FastFlash during the FastFlash Application Minimum a CONCRETE SLAB S.S.D. � ,`� R SCREEN TYPE PER MANUF FastFlash Guard requirement for wood buckassembly. �I - ° d d ° A Cat 5,Spray Wrap MVP or VB ° `\Transition Sheet 3. COORD. SPECIFIC SILL AND TRIM CONDITIONS W/ ELEVATIONS. LT .. .... ° ° a a° CUSTOM ER CARE800 255 4255// PROSOCO.COMEL CUSTOMER CARE800 255 4255// PROSOCO.COM EXTERIOR a ° a° ° �`\EXTERIOR FINISH FLOOR 4. ALL FENESTRATION TO COMPLY WITH FBC ENERGY CONSERVATION CODE ©PROS000062216 �=_�PROfiOCO 062216 25 15 ° a° ° ° a a ° SECTION R402.4.3. AIR LEAKAGE. d /�y•� 4 /am'� ° ° d ° a ° ° ° a a a ® 5. ALL FIRST FLOOR WINDOWS WITH A CLEAR PATH TO A POOL AND SECOND y O ° a ° FLOOR WINDOW WITH ACCESS TO A DECK THAT LEADS TO A POOL SHALL rn i a ° ° ° \AA ° 1,° a COMPLY WITH EXIT ALARM PER FBC R4501.17.1.9 Q Z r a a ° ° °° ° a° ° ° ° a a ° ° 6. EGRESS WINDOW NOTES: Q Z U SG D SILL - STEP 6.1 EGRESS WINDOWS ARE TO COMPLY WITH FBC R310. on) O o S G D JAM B/HEAD -SILL HEIGHT NOT MORE THAN 44"AFF. � Z 5 f' - f 11 6.2 PER FBC R310.1.1 U o N -FOR FLOORS ABOVE OR BELOW GRADE EGRESS WINDOWS MUST }� w ti Z SCALE. 3 = 1 - 0 l~ o - VD COMPLY WITH A MIN. NET CLEAR OPENING OF 5.7 SQ. FT �� Q 0 SCALE: 3" = V - 0" -FOR FLOORS AT GRADE EGRESS WINDOW MUST COMPLY WITH A MIN. Q °" Q NET CLEAR OPENING OF 5 SQ. FT. g 6.3 WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE INTERIOR WALL EXTERIOR WALL THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, E O.N 7 THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE 8 MIN. A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED PER FBC R 312.2. .95 ° 3 PANEL BOTTOM RAIL ° , N $" MIN. TYP. SILLun r Z WEEP HOLE (DO NOT E oY BLOCK WITH EXTERIOR �y z z INTERIOR FINISH FLOOR FINISH FLOOR MATERIAL) .� w T O } ° _ � MUD SET EXTERIOR FINISH FLOOR � ° LU o TRACK LENGTH VARIES LIL. CONCRETE SLAB S.S.D. 6■� N L � - f/1✓ 1 r N SHEET NO SGD SILL - FLUSH 00 2 7 � @ L C N � E SCALE: 3" = 1' - 0" N o a2 ' a N N � L ° not valid without .s original or electronic signature &seal o N O N f N x� �L O L > a ° O N .M 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O U w SECTION/ ELEVATION TYPICAL NOTES: W £ o � DRYWALL SPEC: N a -WALLS THAT ABUT NON-CONDITIONED SPACE: USE "DENSARMOR" 5 y 3 -WALLS THAT ARE IN DIRECT CONTACT WITH WET AREAS: USE "DENSARMOR PLUS" ROOF NOTE: L yia -SEE ROOF PLAN FOR GENERAL ROOF NOTES AND ROOF MATERIAL SELECTION ; a 3 NOTES ° �4 ° ON N O C TYPICAL ARCHITECTURAL NOTES: -VERIFY ALL STRUCTURAL ELEMENTS WITH STRUCTURAL ENGINEER ID a° ° L N -COORDINATE ALL INTERIOR WALL, SOFFITS AND CEILING TREATMENTS WITH N INTERIOR DESIGNER/OWNER ° Vo N £y -ROOF AND BEARING HEIGHTS ARE SHOWN RELATIVE TO A REFERENCE ELEVATION BASED ON TOP OF GRADE. U.N.O. o -ALL HANDRAILS AND GUARD RAILS TO BE 36"AFF U.N.O. W/VERTICAL w PICKETS/BALUSTRADES SPACED SO AS TO NOT ALLOW THE PASSAGE Q = =w OF A 4" SPHERE. PROVIDE TOE RAILING AS REQ'D, MAX 2"A.F.F. COORD. "° F-01. RF-01 FINAL MATERIAL, DESIGN, AND FINISH WITH ID/OWNER. HANDRAILS AND `s a RF-02 12 RF-02 12 GUARDS MUST COMPLY WITH THE REQUIREMENTS OF THE FBC R 2017. 6� 6� 6? SECTION/ELEVATION KEY NOTES: _' RF: ROOF/ EAVE ASSEMBLY U �Lj y ° ❑ RF-01 DREXEL METALS -'5V PROFILE' PANEL ROOF SYSTEM. SEE ❑ ❑ MANUFACTURER'S INSTALLATION AND UNDERLAYMENT GUIDELINES. RF-03 RF-03 RF-02 PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.C. SEE FRAMING _ 0) PLAN AND SHOP DRAWINGS FROM TRUSS MFR. PROVIDE MIN R-20 ❑ ❑ ❑ ❑ SPRAY FOAM INSULATION TO THE UNDERSIDE OF ROOF SHEATHING 0 AND AS NEEDED TO CREATE A SEALED ENVELOPE FOR CONDITIONED Q N U ❑ ❑ ❑ ❑ ❑ ❑ SPACES. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. TYP. ALL SPRAY ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ FOAM TO RECEIVE FIRE RETARDANT COATING PER FBCR N t RSOOF BEARING — — — — — — — — — — — — — — — ROOF BEARING — — — RF-03 STRUCTURAL FASTENER: (S.S.D.) � N ^' EE ELEVATION SEE ELEVATION RF-04 CONTINUOUS FLASHING. SEE ROOF PLAN AND NOTES. USE COPPER. [\ � ALT. FACTORY COATED ALUM. TO MATCH METAL ROOF O O 00 RF-05 CONTINUOUS METAL DRIP EDGE ON 1X2 FASCIA OVER 1X8 FASCIA ON ��rr11 FC-06 : . : FC-06 (0 4� R RF-05 ` ' 2X4 SUB-FASCIA. F-05 W L-05 W L-05 RF-06 STUCCO SOFFIT(SEE FC-07). INCJi RF-07 STUCCO SOFFIT(SEE FC-07) WITH CONTINUOUS VENT. RF-06 RF-03 RF-08 PROVIDE CROSS-FLOW VENTILATION BETWEEN ADJOINING ROOF ~ EF-02 WL-08 EF-02 WL-08 SYSTEMS. O HEADER HG_T- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ HEADERHGT. L \, N OP. OPENINGS � SEE ELEVATION SEE ELEVATION OP-01 WINDOW OR DOOR UNIT. INSTALL PER MFR'S WRITTEN INSTRUCTIONS. y EF-07 EF-07 RECESS MIN 2" FROM FACE OF WALL. SEE SHEETS A6.1 &A 6.2 FOR BUCK ATTACHMENT DETAIL AND WATERPROOFING DETAILS. SEE EF-02 EF-02 FLOOR PLAN FOR UNIT LOCATIONS AND DIMENSIONS. W OP-02 SEE WINDOW/DOOR DETAILS ON SHEET A6.2 FOR HEAD, JAMB AND SILL N Q DETAILS. SEE ELEVATIONS FOR LOCATIONS. 4_0 N OP-03 GARAGE DOOR-AS SELECTED BY OWNER. SEE GENERAL DOOR NOTES OP-02 OP-02 ON SHEET A6.1. OP-04 PROVIDE CONTINUOUS DRIP EDGE AT HEAD. OP-01 OP-01 V WL: WALL ASSEMBLY WL-01 EXTERIOR MASONRY ASSEMBLY: L 8" NOMINAL REINFORCED CMU WALL-S.S.D. WL-02 EXTERIOR FRAME ASSEMBLY: EXTERIOR FINISH SYSTEM OVER EXTERIOR GRADE PLYWOOD SHEATHING OR STRUCTURAL ZIP-BOARD ON WOOD FRAMING SYSTEM. PROVIDE MIN R-19 BATT INSUL. UNLESS NOTED OTHERWISE. (S.S.D.) *WHERE STRUCTURAL SPACING @ 16" O.C.(TYP. @ WALLS): USE MIN. 1/2" EXTERIOR GRADE SHEATHING *WHERE STRUCTURAL SPACING @ 24" O.C.(TYP. @ ROOFS): USE MIN. 5/8" EXTERIOR GRADE SHEATHING WL-03 EXTERIOR FINISH: CEMENT PLASTER NOTE: PROVIDE EXPANSION JOINTS, CONTROL JOINTS, &WEEP OP-02 OP-02 SCREEDS AT ALL REQUIRED LOCATIONS PER FBCR, AND ALL CURRENT INDUSTRY STANDARDS. MASONRY SUBSTRATE: MIN 1/2" CEMENT PLASTER ON CONCRETE MASONRY WALL AND CAST CONCRETE SURFACES. FINISH AS --- - SELECTED BY OWNER. HOLD CEMENT PLASTER 2"ABV. GRADE. TYP. WL-02 WOOD FRAME SUBSTRATE: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPAR STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY. SEE WL-02. RF-01 WL-04 WL-04 EXTERIOR FINISH: SIDING WL-05 WL-04 WL-05 ARCHITECTURAL GRADE LINE FIBER CEMENT SIDING.INSTALLED PER RF-02 WL-15 MANUFACTURER WRITTEN INSTRUCTIONS. RF-01 FC-03 FC-03 WL-05 INTERIOR FINISH: DRYWALL. SEE SECTION/ ELEVATION TYPICAL NOTES. RF-02 12 MASONRY SUBSTRATE: 1/2" DRYWALL INTERIOR WALL FINISH ON P.T. 6 FURRING STRIPS W/PERMEABLE RADIANT BARRIER WITH MIN. R4.1 2ND LEVEL FFE — — — — — — — — — — — — — — — — — — INSULATION VALUE. HOLD DRYWALL 1/2" OFF FLOOR DECKING/SLAB. 2ND LEVEL FFE — — — — — — — — •. .... TYP. COORD. FURRING THICKNESS WITH FLOOR PLANS. WHERE SEE ELEVATION SEE ELEVATION ' • ° ADDITIONAL THICKNESS IS SHOWN USE 2X STUDS W/MIN 1/2"AIR GAP N ❑ ❑ TO SEPARATE STUDS FROM CONCRETE SUBSTRATE, USE P.T. '� ~ RF-03 RF-03 MEMBERS WHERE IN DIRECT CONTACT WITH CONCRETE SUBSTRATE. O FC-04 ' ''� � � J WOOD FRAME SUBSTRATE: 1/2" DRYWALL INTERIOR FINISH. HOLD N H J ❑ LiDRYWALL 1/2" OFF FLOOR DECKING/SLAB. LL WL-16 WL-06 CONT. BOND BEAM. (S.S.D.) N U >; ❑ ❑ ❑ WL-07 C.I.P BEAM - (S.S.D.) ❑ ❑ ❑ ❑ WL-08 HEADER/ BEAM (S.S.D.) = m LU J p W 1ST LEVEL CEILING— / — ST LEVEL CEILING — — — — ROOF BEARING — — / — WL-09 PROVIDE JOINT AT DISSIMILAR MATERIALS PER FBCR. LU U U SEE ELEVATION SEE ELEVATION SEE ELEVATION WL-10 POURED CONC. BEAM (S.S.D.) E cL _ WL-11 CONTROL JOINT O } J -------- - ---------- FC-06 FC: FLOOR/CEILING ASSEMBLY U � CIO m RF-05 EF-02 FC-07 RF-05 FC-01 FLOOR SYSTEM: MIN. 4"THICK REINFORCED CONCRETE SLAB ON Q Z CONTINUOUS 6 MIL VAPOR BARRIER ON CLEAN AND WELL COMPACTED G� RF-07 RF-06 TERMITE TREATED FILL. SSD. FLOOR FINISH -AS SELECTED BY OWNER. Q EF-02 WL-08 8 FC-02 FOUNDATION AND FOOTING. MIN 16" BELOW GRADE. SSD. Q FC-03 FLOOR SYSTEM: (1) LAYER 3/4"T&G PLYWOOD STURD-I-FLOOR DECKING HEADER HGT. — — — — — A HEADER HGT. — — — — — — GLUED AND SCREWED ON PRE-ENGINEERED FLOOR TRUSS SYSTEM OR — — - — — — — — — — — — SEE ELEVATION SEE ELEVATION SPECIFIED FLOOR MEMBERS. (S.S.D.) PROVIDE CONTINUOUS END BLOCKING. PROVIDE INSULATION FOR SOUND REDUCTION OP-02 OP-02 THROUGHOUT AT OWNERS OPTION. INSULATION IS REQUIRED ADJACENT TO NON CONDITIONED SPACES SUCH AS THE GARAGE. FLOOR FINISH -AS SELECTED BY OWNER. FC-04 PT LEDGER(BRIG. or NON-BRG.) (S.S.D.) FC-05 BEAM/GIRDER. (S.S.D.) FC-06 CEILING FINISH: 1/2" C.D. GYP. BOARD. FC-07 CEILING FINISH: MIN 7/8" STUCCO ON GALV. MTL. LATH ON TYPAR OP-03 OP-01 OP-01 STUCCO WRAP ON EXTERIOR FRAME ASSEMBLY(SEE WL-02). FC-08 COORD. PASSAGE OF HVAC DUCT THROUGH TRUSS SYSTEM. FC-09 POURED IN PLACE CONCRETE BALCONY. S.S.D. SLOPE TO DRAIN. FC-10 FLOOR DRAIN SEE DET. B/A4.1 FC-11 IPE (OPEN)WOOD DECKING. INSTALL AS PER MANUFACTURERS WRITTEN INSTRUCTIONS. COLOR AS PER OWNER. FC-12 STRUCTURAL FASTENER: (S.S.D.) FC-13 P.T. 2x's (S.S.D.) EF: EXTERIOR FEATURES EF-01 NOT USED. EF-02 STUCCO ACCENT- SILL, BANDING OR TRIM EF-03 36" HIGH RAILING SYSTEM- FOR ILLUSTRATION ONLY. FINAL DESIGN & MATERIAL TO BE SELECTED BY OWNER. SEE ELEVATION/SECTION TYPICAL NOTES THIS SHEET. 00 OP-02 OP-02 EF-04 DECORATIVE BRACKET. FINAL DESIGN & MATERIAL TO BE SELECTED BY i OWNER. �3 Q Z EF-05 LIGHT FIXTURE-AS SELECTED BY OWNER Z g EF-06 DECORATIVE LOUVERED PANEL Q EF-07 DECORATIVE WOOD SIDING. COLOR AS SELECTED BY OWNER. ~ WL-05 WL-05 O H IN: INTERIOR FEATURES o H U w CV FC-01 FC-01 FC-01 IN-01 1x6 T&G WOOD MOUNTED TO THE UNDERSIDE OF THE TRUSS. COLOR INU 0 a WL-01 WL-01 AS PER ID/OWNER = d o � z LID Q SLOPE MIN.8" per ft. WL-03 WL-03 A a E U VEL GRADE LEVEL — — Y pG OAREFDE EELEV. ° a <° a 7 OVEL G OAREFDE EELEV. ° a a ° y 0-0 REF. ELEV. — — — — — — — — — — — — — — — — — — — — — — — — — — ° — — — _ °_ M € � Q — 111111 ° ` ° ° _ 11 11 1 ° ° a ° ° 11 11 11 11 11 1 ° ° ° 111 11 111 low -� 1 11 11 1 11 11 1 11 11 1 11 11 1 11 11 1 11 11 1 11 11 1 11 11 1 11 ; 4. = FC-02 — _— _____ ° ° =1 1=1 1=1 1=1 1 FC-02 — _— ° 1=1 1=1 1=1 1=1 1 1=1 1=1 1=1 1=1 ===1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 IIIIIIIIIII ° 11 1 11 11 1 11 IIIIIIIIIII ° 11 11 11 11 —1 I I—III—III—III—III—III—III—III—III—III—III—I I—I I I—I 1=1 I I—III=1 o III—III—III 1IIIIIIIII=III III—III—III 1IIIIIIIII—III 11 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 I —III—III—III—III—III—III—III—III—III—I I 1-1 I 1-1 I —III—III—III—III—III—III—III—III—III—I I 1-1 I 1-1 I 2_ =1 1 11 11 1 11 11 1 11 11 1 11 11 11 =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I ' ' =1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I I; III—III—III—III—III—III—III—III— -1I 1 1 1_1I1M 1_1I1M 1_1I 1 1 1 =1I 1 1 1 1I 1 1 1 1I 1 1 1 1I 1 1 1 !Q 2 I—I I I—III—III—III—III—III—I I I11 11 11 11 11 11 11 1 11 11 11 11 11 11 11 11 1 CL 11IIIIIIIIIIIIIIII 1- _ _ _ _ _ _ _ _ _ _ I ° i i i =i i i=i =i i i=i i— 1=1 11=1 I—III—III—III—III—III—III—I 11- 1=1 I I—III—III—III—III—III—III—III—I 1- 3 c =1 =1=1 1 1=1 1 1- 1 1_1I 1 1 1 1I 1 1 1 1I 1 1 1- 1 1 1I 1 1 1 1I1 1 1 1I � I III III III III III III � I III III III III III III a T a d ay 'D C C (0 w; N N 2 Lf0 C N TYP. WALL SECTION TYP. WALL SECTION TYP. WALL SECTION - 3 2 1 SHEET NO " 28 A7. 1 GARAGE SECTION SCALE: 3/4" = 1'- 0" A7. 1 2 STORY SCALE: 3/4" = 1'- 0" A7 1 1 STORY SCALE: 3/4" = 1'- 0" _ 0 o.0 N N N L ° m .a U X- N not valid without z original or electronic 15.S O signature&seal .2 y i d x w N �� T O y]i O L N 1 N � � c 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies ELECTRICAL NOTES: HVAC GENERAL NOTES: ALL MATERIALS AND METHODS TO BE IN COMPLIANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE: POWER PROVISIONS (PP) ALL MATERIALS AND METHODS TO BE IN COMPLIANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE: MECHANICAL, 6TH EDITION (2017) FLORIDA 1 . ELECTRICAL PROTECTION: N ELECTRICAL, 6TH EDITION (2017) FLORIDA BUILDING CODE: RESIDENTIAL & 6TH EDITION (2017) FLORIDA BUILDING CODE: RESIDENTIAL & 6TH EDITION (2017) FLORIDA BUILDING CODE ENERGY CONSERVATION. N=3 BUILDING CODE ENERGY CONSERVATION. A. GROUND FAULT PROTECTION SHOULD BE APPLIED TO ALL EXISTING & NEW AREAS PER NEC. 1 . BUILDER SHALL PROVIDE A HIGH EFFICIENCY CENTRAL HEAT PUMP AIR CONDITIONING SYSTEM WITH SUPPLEMENTAL ELECTRICAL HEAT TO MEET SITE AND GENERAL REQUIREMENTS (S) B. PROVIDE GROUND FAULT INTERRUPT BREAKERS FOR ALL BATHROOM, GARAGE AND EXTERIOR THE FOLLOWING REQUIREMENTS: L 1 . ALL OUTLETS AND LIGHTS ARE DESIGNED AS PART OF A BASIC ELECTRICAL PACKAGE AS REQUIRE BY OUTLETS AND AS SHOWN. A. SINGLE/MULTI-ZONE AS SHOWN ON PLANS WITH SEPARATE CONDENSER AND AIR HANDLING FOR EACH ZONE. > ° 05 THE FLORIDA BUILDING CODE. COORD. LIGHTING PACKAGE WITH ID/ OWNER, FOR ADDITIONAL FIXTURES C. ALL RECEPTACLES MUST HAVE ARC FAULT CURRENT INTERRUPTERS PER NEC. B. MINIMUM SEER OF 14.0, MINIMUM COP OF 3.3 @ 47°db. � 2. ALL RECEPTACLE OUTLETS TO BE INSTALLED PER FBCR E3901 . OR REVISED LOCATIONS. ANY CHANGE TO THIS PACKAGE HAS TO BE NOTIFIED TO THE ARCHITECT PRIOR C. CALCULATE LOADS BASED ON: 72 DEGREES HEATING / 75 DEGREES COOLING. FBC 6TH EDITION (2017) ENERGY CONSERVATION R302 21.0 2� Ej TO INSTALLATION. 3. SURGE PROTECTION: PROVIDE CUTLER-HAMMER VISOR SERIES SURGE PROTECTION DEVICE AT ALL D. WHERE A DAMPER SYSTEM IS EMPLOYED WITH MORE THAN ONE (1) THERMOSTAT ALLOWING FOR INDIVIDUAL CLIMATE CONTROL OF ¢ o 2. CONTRACTOR SHALL VERIFY WITH POWER COMPANY THE LOCATION AND LIMITATIONS OF SERVICE. THE PANELS. SEPARATE SPACES WITHIN THE SAME ZONE OF CONDITIONING, A VARIABLE SPEED UNIT IS REQUIRED. SINGLE AND/OR 2 SPEED SYSTEMS r 4. LIGHTNING PROTECTION: PROVIDE AN ALT. BID FOR THE FOLLOWING: N € N CONTRACTOR SHALL VERIFY POWER METER LOCATION REQUIREMENTS FROM THE SERVICE COMPANY. SHALL NOT BE USED. 3. CONTRACTOR SHALL USE A LICENSED ELECTRICAL CONTRACTOR FOR THE MINOR ADDITION, UL LISTED, MASTER LABEL LIGHTNING PROTECTION SYSTEM - (CLASS 1 - COPPER). E. HVAC CALCULATIONS, MAX 15% SAFETY FACTOR. PROVIDE BALANCE MEANS WITHIN ACCESSIBLE LOCATIONS OR MANUAL DAMPERS. w �L RELOCATION AND REMOVAL FOR ALL ASSOCIATED EQUIPMENT. HIGH VOLTAGE SURGE ARRESTOR AT METER - (CLASS 3 UNIT). ¢ r N 2ND STAGE HIGH VOLTAGE SURGE ARRESTORS AT SUB-PANELS IN BASEMENT, GARAGE, MECH/ELEC. Q o 4. GAS SERVICE: NOTICE TO CONTRACTOR/HOMEOWNERS ROOMS - CATEGORY 'B'. SEE SITE PLAN FOR LOCATION OF UNDERGROUND LP GAS TANK ( > THE FOLLOWING IS REQUIRED WHEN DESIGNING A PROJECT AS AN �� 5. ALL WIRE SHALL BE THW COPPER, UNLESS NOTED OTHERWISE. E OR 6. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL UNVENTED ATTIC STRUCTURES FBC R806.5 SPRAY FOAM THERMAL ENVELOPE �> ° PROVIDE NATURAL GAS METER AND SERVICE AS REQUIRED FOR ALL NOTED APPLIANCES. COORDINATE ( ) LOCATION OF GAS METER W/ GAS COMPANY. AMPACITY. U N 8. ELECTRICAL SERVICE. PROVIDE UNDERGROUND SERVICE TO METER. PROVIDE REQUIRED CHASES TO 7. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 1 . ALL AHU'S (AIR HANDLERS) ARE TO BE LOCATED WITHIN THE THERMAL ENVELOP (CONDITIONED AREA) OF MECH/ELEC. ROOM TO HOUSE ALL MAIN C/O PANELS. SUB-PANELS LOCATED THROUGHOUT HOME - SEE 8. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. THE STRUCTURE. IF THE AHU IS LOCATED WITHIN THE ATTIC PORTION OF THE THERMAL ENVELOP, IT SHALL - ELECTRICAL PLAN 9. NOT USED � o 9. POOL EQUIPMENT VERIFY W/ POOL CONTRACTOR POWER REQUIREMENTS FOR ALL POOL / WATERFALL / 10. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER'S SPECIFICATIONS. BE WITHIN A ROOM SEPARATED FROM THE SPF BY DRYWALL OR A THERMAL BARRIER TO ALLOW FOR Q o N v SPA EQUIPMENT PRIOR TO CONSTRUCTION 11. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. SUPPLY & RETURN AIR TO CONDITION THIS ROOM l� s 10. IRRIGATION CONTROLS: PROVIDE POWER & CONTROLS FOR PUMP OR RECYCLED WATER SUPPLY 12. PROVIDE NON-FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT CONTROL VALVE. VERIFY W/ OWNER/LANDSCAPE ARCHITECT VISIBLE FROM CIRCUIT. O 11. FIXTURE AND EQUIPMENT VERIFICATION: 13. BREAKER AND PANEL AS PER MANUFACTURER'S RECOMMENDATIONS. 2. MONITORING AND CONTROL OF HUMIDITY IN ATTIC SPACES: L o o A. VERIFY FINAL EQUIPMENT SCHEDULE AND LOCATION WITH OWNER, INTERIOR DESIGNER REFLECTED 14. VERIFY HOOD ELEC. REQ. WITH MANUF. SPECS. BID ONE 110V GFI OUTLET INSIDE CABINETRY ABOVE a. IT IS REQUIRED THAT AN ERV SYSTEM BE APART OF EACH SYSTEM (ZONE), INSTALLED PER MANUF. CEILING PLAN, & FURNITURE PLACEMENT LAYOUT. GRILL FOR HOOD. COORD. GRILL/RANGE HOOD WITH CABINETRY PACKAGE. WRITTEN INSTRUCTIONS `� k '� B. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL RATED AND APPROVED FOR THE 15. PROVIDE 2" PVC ELEC. CHASE TO PROVIDE POWER TO KITCHEN ISLAND. h. IT IS RECOMMENDED TO THAT A DEHUMIDIFIER DR 90 1 PER EVERY 4000 S.F. OF AREA BE ADDED FOR FIXTURE USE AND LOCATION TYPE: INCLUDING BUT NOT LIMITED TO ICF FIXTURES, WET AND DAMP 16. COORD. ELECTRICAL REQUIREMENTS FOR WATER HEATER WITH PLUMBER , INSTALL PER MANUF. SPECS. ( )� M � 0 O LOCATIONS, ETC. 17. ELECTRICAL GENERATOR: PROVIDE AN ALTERNATE BID FOR A 60 KW SINGLE PHASE LP GAS POWERED ADDITIONAL HUMIDITY CONTROL TO COVER ALL AREAS WITHIN THE THERMAL ENVELOPE � C. ALL SW'S & RECEPTACLES TO BE 'DECOR ' GROUP - ROCKER PLATES VERIFY COLOR W/ GENERATOR AND ATS TO PROVIDE POWER FOR GENERAL LIGHTING, POWER, AND ALL REFRIGERATION OWNER/INTERIOR DESIGNER. PROVIDE 20A RECEPTACLES W/ 'T' SLOT WHERE NOTED APPLIANCES AS REQUESTED BY OWNER. 2. RETROFITTING AN EXISTING VENTED STRUCTURE TO AN UNVENTED SPRAY FOAM STRUCTURE IN NOT4-1 o D. AT LOCATIONS WITH 3 OR MORE SWITCHES COORD. PASS & SEYMOUR "DECORATOR COMBINATION RECOMMENDED UNLESS THE ENTIRE STRUCTURE IS EXPOSED AND ALL VENDORS & SUBCONTRACTORS 0 SWITCHES" W/ OWNER. LIGHTING PROVISIONS (LP) �� W E. OUTDOOR LIGHTING - COORD. ADDITIONAL LIGHTS TO BE LOCATED PER THE LANDSCAPE PACKAGE 1 . ALL FLUORESCENT FIXTURES TO UTILIZE LOW-NOISE, ENERGY SAVING BALLAST AND BULBS. SEAL ALL PENETRATIONS TO THE EXTERIOR AS REQUIRED BY ALL JURISDICTIONAL AGENCIES. O 2. PROVIDE A LIGHTING CONTROL SYSTEM AS MANUF. BY LUTRON OR CRESTRON AS INDICATED WITHIN w/ ELECTRICAL CONTRACTOR. VERIFY OUTDOOR LIGHTING WITH OWNER/ LANDSCAPE ARCHITECT. UTILIZATION OF THESE SYSTEMS DOES NOT GUARANTEE THE PREVENTION OF THE GROWTH OF MOLD DUE TO CONSTRUCTION RELATED - F. COORD. EXTERIOR WP ELECTRICAL OUTLET LOCATIONS FOR CHRISTMAS LIGHTS, AND CENTRAL THESE DOCUMENTS. LIGHT SWITCH FOR CHRISTMAS LIGHTS WITH OWNER. 3. PROVIDE A SURFACE MOUNTED LIGHT FIXTURE WITH A PULL CORD SWITCH AT ATTIC AREAS WHERE AHU DEFICIENCIES IN THE BUILDING ENVELOP THAT RESULTS IN MOISTURE AND VAPOR INTRUSION INTO THE STRUCTURE. 4 �s G. COORD. FINAL LOCATION AND ADDITIONAL TV, TELEPHONE, DATA AND ELEC. OUTLETS, WITH IS MOUNTED IN ATTIC. SEE HVAC GENERAL NOTES. U OWNER TYP. 4. INTERIOR & EXTERIOR STAIR / STEPS LIGHTING SHALL COMPLY WITH FBC R303.7. ** NOTE TO END USERS: FOR A CLOSED SPRAY FOAM STRUCTURE (RESIDENCE), ALL MECHANICAL DESIGNS ADHERE TO THE DESIGN L SPECIFICATION AND GUIDELINES SET FORTH BY ASHRAE AND ASSUME MINIMAL INTRODUCTION OF OUTSIDE AIR AND THE DESIGN HEATING AND THE H. COORD. LOCATION OF FLOOR OUTLETS WITH ID/OWNER IN FIELD. SYSTEM(S) ARE DESIGNED TO MEET COOLING TEMP'S OF 72 d HEATING/ 75 d COOLING AT 55% HUMIDITY (+/-). OPERATING THESE SYSTEMS OUTSIDE OF Q I. ALL BASE FLOOR OUTLETS TO BE MOUNTED HORIZONTALLY IN BASE BOARD WHERE APPLICABLE. THESE DESIGN PARAMETERS COUPLED WITH THE INTRODUCTION OF UNCONDITIONED OUTSIDE UNCONDITIONED AIR ABOVE AND BEYOND THESE VERIFY W/ INTERIOR DESIGNER IN FIELD. DESIGN GUIDELINES ( i.e. leaving door & window units open for extended lengths of time MAY LEAD TO THE FORMATION OF CONDENSATION & MOLD GROWTH J. COORD. WITH INTERIOR DESIGNER AND OWNER FINAL REMOTE POWER LIGHTING DESIGN. SECURITY AND COMMUNICATIONS (SC) ( � 9 P 9 ) K. VERIFY LOCATION OF CHIME IN FIELD W/ OWNER PRIOR TO INSTALLATION 1 . SECURITY SYSTEM VERIFY W/ OWNER/SECURITY CONTRACTOR LOCATION OF SECURITY PANEL AND WITHOUT THE UTILIZATION OF MECHANICAL SYSTEMS THAT CONTROL BOTH TEMPERATURE AND HUMIDITY AND/OR MAINTAINING A CLOSED L. COORD. OCCUPANCY SENSOR LOCATIONS WITH ID/OWNER. POWER/TELECOMMUNICATION REQUIREMENTS. ENVIRONMENT WHICH MEET THE DESIGN STANDARDS WHICH THESE SYSTEMS FOLLOW ** M. COORD. LOCATION OF SWITCHES IN LIEU OF AUTOMATED LIGHTING CONTROL SYSTEM WITH 2. PRE-WIRE ALL OPENINGS FOR OWNER'S INSTALLED SECURITY SYSTEM ID/OWNER. 3. PROVIDE POWER TO SECURITY SYSTEM, VERIFY LOCATION WITH OWNER/CONTRACTOR IN FIELD 3. ELECTRIC STRIP HEATERS SHALL BE MOUNTED IN AIR HANDLER UNITS AND SHALL BE UL APPROVED WITH HIGH LIMIT CUT-OFF. N. COORD. MOTORIZED SHADES/CURTAIN LOCATIONS & ELEC. REQUIREMENT W/ OWNER / INTERIOR 4. PROVIDE PRE-WIRED TELEPHONE OUTLETS AS SHOWN ON PLANS. VERIFY LOCATIONS IN FIELD W/ OWNER 4. WHERE SYSTEMS ARE POWERED BY NATURAL GAS (GAS HEAT), PROVIDE FRESH AIR SUPPLY & EXHAUST AS REQUIRED. DESIGNER VIF 5. PROVIDE PRE-WIRED TELEVISION OUTLETS (CABLE TV) AS SHOWN ON PLANS. VERIFY LOCATIONS IN FIELD 5. HVAC CONTRACTOR SHALL PROVIDE COMPLETED AIR CONDITIONING LOAD CALCULATIONS & FLORIDA MODEL ENERGY CODE FORMS SIGNED AND O. COORD. ADDITIONAL UNDER COUNTER APPLIANCES, NOT SHOWN, WITH OWNER, INTERIOR DESIGNER W/ OWNER. SEALED BY A FLORIDA REGISTERED ENGINEER OR LICENSED MECHANICAL CONTRACTOR TO BUILDER PRIOR TO FABRICATION AND INSTALLATION. AND CABINETRY PACKAGE . PROVIDED ELEC. OUTLETS AS REQUIRED PER MANUF. SPECS. 6. TELECOM OPTION: PROVIDE STRUCTURED CABLE FOR THE FOLLOWING: CALCULATE LOADS BASED IN ITEM 1.C. ABOVE. P. COORD. ADDITIONAL ELECTRICAL OUTLETS FOR OFFICE EQUIPMENT WITH OWNER/INTERIOR A. MIN. (2) - 24 AWG 4 PR CAT 6 CABLE HOME RUN TO CENTRAL LOCATION FOR ALL VOICE & DATA 6. PROVIDE SUPPLY DUCTS TO ALL MAJOR LIVING AREAS INCLUDING WALK IN CLOSETS & PANTRY'S. PROVIDE DUCTED RETURNS FROM ROOMS THAT DESIGNER AND CABINETRY CONSULTANT. APPLICATIONS ARE SEPARATED FROM OTHER ROOMS BY A DOOR, AS ALLOWED BY CODE. USE AIR TRANSFER GRILLS WHERE PHYSICAL LIMITATIONS PREVENT A Q. COORD. ELEC. WALL AND FLOOR OUTLET LOCATIONS W/ CABINETRY PACKAGE & OWNER / INTERIOR B. MIN. (2) - 18 AWG QUAD SHIELDED RG 6U COAX CABLE FOR ALL VIDEO DISTRIBUTION DUCTED RETURN. DESIGNER. 7. PROVIDE HEAD END PANEL FOR STRUCTURED TAI 570 COMPLIANT DATA NETWORK W/ 15 AMP DEDICATED 7. COORD. FINAL LOCATION AND STYLE OF DIFFUSERS AND THERMOSTAT WITH ID/ OWNER. R. COORD. LOCATION & TYPE OF FIXTURE ABOVE KITCHEN ISLAND WITH ISLAND DESIGN. CIRCUIT. 8. HVAC CONTRACTOR SHALL VERIFY ALL AHU/COMPRESSOR LOCATIONS W/ MANUF. RECOMMENDATIONS & LOCAL BUILDING CODES WITH REGARD S. COORD. LOW VOLTAGE LIGHTING REQUIREMENTS AT ALL CLOSETS WITH OWNER, INTERIOR TO SPACE REQUIREMENTS & ACCESS REQUIREMENTS FOR SERVICE AND OPERATION. NOTIFY BUILDER/ ARCHITECT WITH ANY REVISION TO DESIGNER PACKAGE AND CLOSET CONSULTANT. FACILITATE COORDINATION WITH STRUCTURAL REQUIREMENTS & LAYOUT. T. COORD. UNDER COUNTER LIGHTING REQUIREMENTS WITH OWNER/CABINETRY CONSULTANT. LIFE SAFETY (LS) 9. DUCT WORK TO BE 1 %2" R-6 FOIL FACED ANTI-MICROBIAL FIBERGLASS DUCT BOARD. SEAL CONNECTION AT TOP HAT WITH FIBERGLASS / MASTIC OR N co UL LISTED DUCT TAPE. � N U. COORD. DIMMERS AND TIMERS WITH OWNER/ ID. 1 . SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH FBC R314. .� 15. ALL INTERIOR DESIGN SPECIFICATIONS MUST BE NOTIFIED TO ARCHITECT OF RECORD OR PROJECT 2. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED, THE DEVICES SHALL BE WIRED IN SUCH A MANNER 10. ALL DUCT JOINTS TO BE SEALED WITH FIBERGLASS MESH AND DUCT MASTIC. DUCT TAPE IS NOT PERMITTED. to JO MANAGER PRIOR TO CONSTRUCTION THAT THE ACTUATION OF ONE UNIT WILL ACTIVATE ALL UNITS PER FBC R314.5. 11 . DUCTS IN GARAGES PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING SHALL BE MIN. NO. 26 GA. SHEET STEEL OR CLASS 1 DUCT N _j 3. ALL EXISTING & NEW BEDROOMS SHALL HAVE NEW SMOKE DETECTORS INSTALLED IN AREAS LOCATED BOARD PER FBC R302.5.2 3 = 16. ALL FIXTURES SHALL BE UL APPROVED. 0) -0 U >; ON PLAN(S). EACH FLOOR SHALL FAVE A MIN. OF (1) SMOKE ALARM. FBC R314.3 12. CAVITIES IN FRAMED SPACES, SHALL NOT BE USED TO DELIVER AIR TO OR FROM THE CONDITIONING SYSTEM. _ Q c 17. SEE THEATER DESIGNER SPECIFICATIONS FOR ALL THEATER EQUIPMENT AND PLACEMENT IF v, = LtJ = J 4. SMOKE ALARMS SHALL RECEIVE THE PRIMARY POWER FROM DIRECT WIRE INTO THE BUILDING AND ALSO 13. INSULATE REFRIGERATION IN SUCTION LINE TO A MIN. OF R-3 WITH ARMAFLEX RUBBER INSULATION. a) COO UU APPLICABLE. � (3BE PROVIDED WITH A BATTERY BACKUP SYSTEM. WIRING SHALL BE PERMANENT AND WITHOUT A 14. PRIMARY CONDENSATE DRAIN LINES MUST BE INSULATED ON ALL RUNS. CONDENSATE LINES SHALL BE MIN. 3/4" DIAMETER PVC (SCHEDULE 40) 18. SEE ALLOWANCE SCHEDULE FOR ALL OWNER PROVIDED FIXTURES. ELECTRICAL SUBCONTRACTOR TO E = .a DISCONNECT SWITCH OTHER THAN THOSE FOR OVERCURRENT PROTECTION. FBC R314.4 INSULATED WITH AMAFLEX INSULATION. o L Q INCLUDE ALL RECESSED CANS AND UTILITY FIXTURES IN BASE BID. } J a- 5. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH FBC R315. 15. HORIZONTAL UNITS: PROVIDE CONDENSATE DISPOSAL AT ALL COILS ON WHICH CONDENSATION WILL OCCUR, INCLUDING ALL AIR-HANDLING UNITS, O 19. PROVIDE INSTERSYSTEM BONDING TERMINATION PER FBCR E3609.3. 6. PROVIDE A CARBON MONOXIDE ALARM WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. PROVIDE DRAINS, AND 2" DEEP GALVANIZED METAL DRAIN PANS WITH A WATER LEVEL DETECTION DEVICE THAT WILL SHUT OFF THE EQUIPMENT Q V z W FBC R315.1 . PRIOR TO OVERFLOW OF THE DRAIN PAN IN ACCORDANCE WITH FBCR M1411 .3, FBCR M1411 .4 AND ALL SUB-SECTIONS.. WHEN THE WATER LEVEL IN O THE CONDENSATE LINE FAILS TO PERFORM. EXHAUST FANS (EF) 16. VERTICAL UNITS: PROVIDE A FLOAT SWITCH IN P TRAP TO SHUT THE UNIT DOWN Q 1 . ALL EXHAUST FANS SHALL BE PROVIDED WITH A TIMER / SWITCH. 17. ALL AIR-HANDLING UNITS SHALL HAVE A MINIMUM OF 4" CLEARANCE ALL AROUND THE AIR HANDLER AND 36" CLEARANCE AT THE SERVICE SIDE. FBCR M1305.1 .1 . 18. SET CONDENSING UNITS ON A 4" CONCRETE SLAB WITH MINIMUM 18" CLEARANCE ON ALL SIDES AND MIN 36" CLEARANCE AT THE SERVICE SIDE. FBCR M1305.1 .4.1 19. ATTICS CONTAINING APPLIANCES, INCLUDING AIR HANDLING EQUIPMENT, SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE IN ACCORDANCE WITH FBCR M1305.1.3 . 20. ATTICS CONTAINING APPLIANCES, INCLUDING AIR HANDLING EQUIPMENT, SHALL BE PROVIDED WITH A LUMINAIRE, SWITCH, AND RECEPTACLE OUTLET IN ACCORDANCE WITH FBCR M1305.1 .3.1 21 . WHERE 'ICYNENE' AND/ OR OTHER SPRAY FOAM INSULATION IS USED TO CREATE A SEALED ENVELOPE: A. MECHANICAL DESIGNER TO REVIEW VENTILATION REQUIREMENTS. STALE AIR AND CONTAMINANTS CAN ACCUMULATE IN A HOME WITHOUT PROPER VENTILATION. MAKE-UP AIR OR AN AIR EXCHANGER IS REQUIRED TO INSURE THAT SUFFICIENT FRESH AIR IS INTRODUCED TO THE BUILDING FOR ACCEPTABLE INDOOR AIR QUALITY. B. MECHANICAL DESIGNER TO REVIEW HVAC EQUIPMENT SIZING. THE EFFICIENCY OF THIS TYPE OF INSULATION METHOD MAY REQUIRE LESS HVAC POWER RISER TONNAGE TO EFFECTIVELY CONDITION THE BUILDING. OVERSIZED UNITS LEAD TO COOL DAMP ENVIRONMENTS WITH POTENTIAL FOR CONDENSATION, MOLD, AND MILDEW PROBLEMS. OUTDOOR INDOOR DIAGRAM C. MECHANICAL DESIGNER TO REVIEW HUMIDITY CONTROL REQUIREMENTS. A DEHUMIDIFIER IS NECESSARY TO CONTROL HUMIDITY IN THE KEYNOTES: BUILDING. 4 00 A B 400AMP, 120/240V, 10 PLUMBING NOTES: CD UNDERGROUND ELECTRICAL O SERVICE BY F.P.0 ALL MATERIALS AND METHODS TO BE IN COMPLIANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE: PLUMBING, 6TH EDITION z z GROUND PEDESTAL BY F.P.C. (2017) FLORIDA BUILDING CODE: RESIDENTIAL & 6TH EDITION (2017) FLORIDA BUILDING CODE: ENERGY CONSERVATION [RE].T J Q 2 5 3#500 MCM, THWN, CU-3 1/2" 1. SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS SELECTED BY BUILDER. 5 uj CONDUIT. 2. WATER SUPPLY LINES SHALL BE COPPER, TYPE "L" , OR ' CPVC ' AS APPROVED BY FLORIDA BUILDING CODES /� �, ° O 6 ® 400 AMP METER BASE W/2- V/ o H U W CAI 3. HOT WATER LINES MUST BE INSULATED,FULL LENGTH, THROUGH AND BELOW CONCRETE SLABS TO MIN R-2 WITH ARMAFLEX 200 AMP MAIN BREAKERS INSULATION. �_ w "' ti z U 5� 4/0 SERAL WIRE L - 1 3 © #4 BARE COPPER WIRE TO 4. PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. Q Q FOOTER STEEL 5. COPPER WATER LINES WHICH RUN UNDER SLABS SHALL BE PROTECTED BY MIN. 12" EARTH COVER, AND SLEEVED 12" BELOW AND N o 7� 200 AMP, MLO, 120/240V, 10, ABOVE THE SLAB. o POWER RISER DIAGRAM N-1, 42 SPACES PANEL BOARD. 6. PROVIDE EMERGENCY PAN UNDERNEATH ELECTRIC/ GAS TANK WATER HEATERS. METAL OR PVC PANS SHALL BE GALVANIZED AND 0 ( F.P.C. - 400A, 120/240, 1 O ) N.T.S. RUST PROOFED. PROVIDE DRAIN LINE FROM PAN TO EXTERIOR OF BUILDING, TO MEET THE REQUIREMENTS OF FBCR M1411 .3, M1411 .4 AND ALL SUB-SECTIONS. o.3 N01 E: 7. FIXTURE WATER FLOW RATES TO COMPLY WITH FBC: PLUMBING TABLE 604.4. GERERAL CONTRACTOR/ ELECTRICAL CONTRACTOR TO CONTACT ARCHITECT PRIOR TO INSTALLATION OF SERVICE IF 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE. ALL -WATER CLOSETS SHALL BE WATER SAVING 1 .6 GALLON SERVICE SIZE IS TO BE INCREASED/DECREASED, ANY REVISIONS TO POWER RISER DIAGRAM FLUSH TYPE 9. WATER HEATER. U , O A. ELECTRIC TO MEET MINIMUM EFFICIENCIES LISTED IN TABLE C404.2 FBC: ENERGY CONSERVATION [CE]. s GENERAL NOTES: B. GAS TO MEET THE CRITERIA IN THE FBC. 3 o� 1. GENERAL CONTRACTOR/ELECTRICAL CONTRACTOR TO CONTACT ARCHITECT PRIOR TO INSTALLATION OF SERVICE IF 10. ALL CLEANOUTS FLUSH WITH GRADE. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA BUILDING CODE PLUMBING. SERVICE SIZE IS TO BE INCREASED/ DECREASED, ANY REVISIONS TO POWER RISER DIAGRAM. 11 . NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, RIDGES, OR WITHIN 18" OF FASCIA OR PARAPETS. Q■ 2. PROVIDE ALL SERVICE EQUIPMENT AND CIRCUIT BREAKER PANELS WITH AIC RATING, OR SERIES RATING NOT LESS THAN 12. PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION. 3 THE SHORT CIRCUIT AMPS AVAILABLE FROM THE POWER COMPANY TRANSFORMER. VERIFY WITH THE POWER COMPANY 13. GANG ALL STACKS TO FACILITATE THE MIN. NUMBER OF ROOF PENETRATIONS AS POSSIBLE N PRIOR TO ORDERING MATERIALS. Q 14. HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER. -a 3. PROVIDE A TRANSIENT VOLTAGE SURGE PROTECTOR AT EACH/EVERY PANEL. CONNECT VIA 30-AMP CB WITH SHORT 15. THE PLUMBING CONTRACTOR SHALL PROVIDE A HOSE BIB AT THE POOL EQUIPMENT LOCATION AND SHALL LOCATE A POOL-FILL LINE STRAIGHT LEADS. PROVIDE U.L. LISTED PROTETORS WITH NOT LESS THAN 80K AMPS PER PHASE RATINGS. WHEN A MAIN F/S WITH A VACUUM BREAKER. HOSE BIB TO BE LOCATED BEFORE WATER TREATMENT SYSTEM IF APPLICABLE. MEP ~ m IS ALSO SHOWN, PROVIDE U.L. LISTED LIGHTNING ARRESTOR ON THE LOAD SIDE. C 18. PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. '� t 19. COORD. FINAL PLUMBING FIXTURE SELECTION WITH INTERIOR DESIGNER/ OWNER 0 . 1 20. COORD. POT FILLER LOCATION WITH INTERIOR DESIGNER/ CABINETRY PACKAGE/OWNERo 21 . COORD. WATER SOFTENER W/ OWNER. = SHEET NO N POOL NOTES: m 0 ALL MATERIALS AND METHODS TO BE IN COMPLIANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE: PLUMBING, 6TH EDITION (2017) FLORIDA BUILDING CODE: RESIDENTIAL & 6TH EDITION (2017) FLORIDA BUILDING CODE: ENERGY CONSERVATION [RE]. N � N 1. PROVIDE A LINE TIED DIRECTLY FROM THE "FILL" LOCATION, UNDER POOL DECK (SLEEVED IN PVC PIPE) INTO TILE BAND AREA OF THE N o POOL. COORDINATE ALL WORK WITH POOL CONTRACTOR TO VERIFY LOCATIONS. r 2. ALL POOL PLUMBING MATERIAL AND MECHANICAL REQUIREMENT MUST COMPLY WITH FBCR 4501 N not valid without 3. ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED SEPARATELY. t original or electronic signature &seal N o SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. PLUMBIN CONTRACTOR SHALL PROVIDE TWO (2) COPIES OF "AS-BUILT" 0 x RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER N _ O s > a o o 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies LIGHTING LEGEND: 0 NOTE: VERIFY'ROUND'OR'SQUARE' FIXTURES o FOR ALL DOWNLIGHT APPLICATIONS N o C 0 C O N t 3 ALL EXTERIOR LIGHTS TO BE UL EXTERIOR RATED FOR WET LOCATIONS. 16 N .� °'°L� r4 N L� NOTE: NOT ALL FIXTURES SHOWN IN THE d ; 0 3 LEGEND ARE USED IN THE PROJECT. VERIFY ON o PLAN o U 0.- INTERIOR RECESSED LED LIGHT- FIXTURE BY OWNER/DESIGNER L 0 N © EXTERIOR RATED RECESSED LED LIGHT. r o FIXTURE BY OWNER/DESIGNER. N E O O_ E © LOW VOLTAGE RECESSED LIGHT- FIXTURE BY o OWNER/DESIGNER. w w E VAPOR PROOF RECESSED LED LIGHT- FIXTURE Q BY OWNER/DESIGNER. 0 O� p N C C E_ `6N 0 O F- LEA O O N � N INT.SURFACE MTD. - FIXTURE BY OWNER/ID U N } K EXT. SURFACE MTD. - FIXTURE BY OWNER/ID C: 1 - - INDOOR SMALL PENDENT CHANDELIER- - - - - FIXTURE BY OWNER/DESIGNER - - - - - - - - - A A INDOOR LARGE CHANDELIER- FIXTURE BY O F_ / \ 4- OWNER/DESIGNER ~O N U OUTDOOR CHANDELIER- FIXTURE BY ~ 1 I \ OWNER/DESIGNER. SEE NOTE (9) UNDER O .4; lfl ti LIGHTING PROVISIONS. � d� N EXTERIOR WALL BRACKET- FIXTURE BY OWNER/DESIGNER INTERIOR WALL BRACKET- FIXTURE x IN I / BY OWNER/DESIGNER _ t N I I I \ I WALL MOUNTED ART LIGHT. - FIXTURE BY 1 I\ \ OWNER/DESIGNER 0 I S 1 1 � / Cl) 1 / ISLAND PENDANT N TRAC LIGHTING - FIXTURE BY OWNER/ }, t 1 B \ I T DESIGNER. VERIFY LOCATION PRIOR TO U INSTALL W 1 \ / GROIN VAULT WALL SCONCE-COVE (J.0of p IN LIGHT FIXTURE BY OWNER/DESIGNER }, N p VERIFY LOCATION PRIOR TO INSTALLTRUSS e}I \3 / A UNDER LIGHTNG COUNTER LIGHTING- FIXTURE 71 c I ► BY ID/OWNER.VERIFY LOCATION V / \ @ I ' _k / / PRIOR TO INSTALL ATTIC I 1 I 11 ID/OWNERO E LIGHTING FIXTURE BY Q �A RECESSED FLOOR LIGHT \ / - 1. ALL SELECTIONS SHALL BE UL O - \ — — — — — — � � // � RATED/APPROVED FOR TYPE AND / cs LOCATION. 2. ALL LIGHTS SHALL BE RECESSED GFI - - - J FLUSH WITH FINISH FLOOR ILHJI ILHJI I TO KITCHEN�I / WALL SCONCE - FIXTURE BY \ \ OV OWNER/DESIGNER LIGHTS E/ I I I \ ° _ VERIFY LOCATION PRIOR TO INSTALL CHASE FOR \ I \ \ \ RECESSED STEP LIGHTING- FIXTURE x \ ISLAND ELEC. GFI BY OWNER/DESIGNER I I I L I / EX FAN MD EXT. SECURITY/MOTION LIGHTING- \ A I \ L L � FIXTURE BY OWNER/DESIGNER-VERIFY - - /- - - LOC T W/OWNER/LANDSCAPE \ x \ \ / I FIELD VERIFY ' A I \I A A I LOCATION ® i O N az° / \ ARCHITECT. o GFI z � WEDGE SCONE UP LIGHT / \ / 8 P / \ 0 \ AT PEDESTALS RECESSED WALL / / 1 A I / 1 MOUNTED LIGHT. LIGHTS IN WET A D \. CONDITIONS SHALL BE WATER PROOF -E !lil\ AND UL RATED FOR THE TYPE / LOCATION OF USE. - FIXTURE BY N N \\ y \\ \\ I\ ❑ 11 I EXF LIGHTS S GFI GFI I OWNER/DESIGNER - - ,� TO SWITCH 11 / BLUEMAX ULHBT5 446 4 LAMP T 5 L BELOW \ TO SWITCH I A A W A BELOW A 1 `%- - _ TO FAMILY RM. / JY ° TO SWITCH TO SWITCH D _ �jTO PENDANT v N _, _j FIXTURE BY FULL SPECTRUM LIGHTING J / LIGHTS RA � - � 2x4 /WRAP AROUND, AS SELECTED BY \ �� LIGHTS /r I OWNER. 3 = BELOW BELOW I \ \ 1 U >; o \ ELECTRICAL LEGEND Q 0 ° I L \ \ CO / $ SWITCH = W � J O WIC ® LOCATIOFIELD N �`` -� \ _ U TO IRE - _ _ 42 ®— �z 2 O LLJ _ - _ _, I �IG T w Eaz° GFI 3 3-WAY SWITCH c� o / EL W / I QPc ' >I /I ` ' I 3 0 _ _ GFI a 4-WAY SWITCH ~ : a - �- I ATTIC A - - '�' cs F/X\ I� �I/ice I I CO I $D SWITCH - DIMMER U v z \ / / I\ 2-2Uv - \ I $ LEVITON DECORA TRIPLE-ROCKER OJ / \ SEx�AN\ U / `' It Q I \ \ 6/8/12 BUTTON KEYPAD\ I / I Q= cs L�_-L_ 1 1 \ 110V. DUPLEX CONVENIENCE OUTLET W/ARC \ / \ 0 FAULT INTERRUPTER / \ \ 01/2 ARC FAULT CURRENT INTERRUPTER SWITCHED OUTLET _ ° I �{ X \ 1fjF' GFI DUPLEX OUTLET w/MOUNTING HEIGHT A.F.F. \ \ 1\ / \ // X\ \ \ / I Vll@CLGR OPNR \\ �@CLGR OPNR Z o W wP 1 1 II a � LLI GFI DUPLEX OUTLET W/WATERPROOF HOUSING 1 I I \ I \�- \ / \ L� ( �P LEVITON WALL SWITCH/RECEPTACLE#5626- I I A \ / I GAR DR GAR DR llRS RECTRACTABLE SCREEN/SHADE POWER SUPPLY / / 1 (12V/110V)VERIFY 1 A A \\ \ \\ oAA QUADPLEX OUTLET 20a DEDICATED \ 220V. OUTLET. 20A/30A VERIFY PLUG 1 I - TYPE/POWER REQ'T I / / #NEMA,4-NEMA 14-50 TESLA OUTLET(50 AMP-6 AWG) / I a llucn UNDER COUNTER APPLIANCE. VERIFY POWER REQUIREMENTS zzov 220V. HARDWIRE OUTLET FLOOR OUTLET- PROVIDE CONDUIT CHASE AS REQUIRED VERIFY LOCATION W/ INTERIOR DESINGER/OWNER 1/2 II \ II \1 SWITCHED FLOOR CONDUIT RE O - - - - - - - - J 1 _ INTERIOR DESIGNER/OWNER Q x z / TELE-DATA FLOOR OUTLET- INCLUDE CAT 5 z U A A ® OUTLET AS REQUIRED. V.I.F. PROVIDE CONDUIT Q CHASE AS REQUIRED VERIFY LOCATION W/ p - - - - INTERIOR DESIGNER/OWNER LU Z L \ SD SMOKE DETECTOR-SEE LIFE SAFETY NOTES 1-6 o U J p CS COMBINATION CARBON MONOXIDE/SMOKE W ti - z DETECTOR-SEE LIFE SAFETY NOTES 1-6 o 0 - � TD THERMOSTAT Q P" Q QPC PULL CORD U O C TPB PUSH BUTTON o. SECOND FLOOR FIRST FLOOR POWER & LIGHTING PLAN POWER & LIGHTING PLAN CABLE OUTLET o 2 110 CFM EXHAUST FAN -"NUTONE"QTXEN150 (140 o SCALE 3/16" - 1'-0" SCALE 3/16" - 1'-0" EX.FAN S.F.) QTXEN110 (100 S.F.) QTXEN80 (75 S.F.) � N SPECIFIED MOTOR ° �o DISPOSAL MOTOR W/ 110 V HARDWIRE OUTLET o Y ®DISP r TELE-DATA OUTLET- INCLUDE CAT 5 OUTLET AS 3 REQUIRED. V.I.F. MOUNT @ 12"A.F.F. U.N.O. N C TIA 570 COMPLIANT STRUCTURED CABLE OUTLET l ° (2) CAT 5 OUTLETS , (2) RG 6U COAX OUTLETS OHGD OVERHEAD GARAGE DOOR OPENER Q �a FRpm-1 REMOTE POWER MODULE � o m a a�i LIGHTING MAIN KEYPAD VIF FINAL LOCATION WITH LKP OWNER E 0 nt DISC DISCONNECT SWITCH �� a y L CHIME DOOR BELL CHIME 1 . 0 LANDSCAPE JB- PROVIDE CONDUIT CHASE AS m LDSCP REQUIRED VERIFY LOCATION W/LANDSCAPE SHEET NO a o ARCH./OWNER 2 a� ELECTRICAL_CEAN MLO_LV LIGHTING_A/V PANEL o 0 PANEL � N � E ELECTRIC METER a W I , o O N r � 152" CEILING FAN W/LIGHT FIXTURE- FIXTURE BY not valid without / OWNER/DESIGNER original or electronic - signature&seal '2 O O fN 1000 CFM VARIABLE SPEED THRU WALL EXHAUST o FAN W. EXTERIOR WALL SHUTTER N 3 O c 7 N N � O �Y 0 3 Accuracy Statement Mark P. Nasrallah This item has been digitally signed and sealed by Mark P Nasrallah on the date contained Fla. Reg. AR 0008136 within the digital signature above. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies