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HomeMy WebLinkAboutARCHITECTURAL PLANSNEW RESIDENCE FOR' Mr. Joseph Scuotto & Mrs. Allison Liotti PROPERTY ADDRESS: VACANT LOT CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. FLORIDA BUILDING CODE, 7th EDITION (2020). 2. NATIONAL ELECTRICAL CODE, NEC 2017 EDITION. 3. ASCE 7-10 4. ACI 318-11 (CONCRETE) 5. ACI 530-11 (MASONRY) 6. AISC 13th EDITION 7. UNDERWRITERS LABORATORIES (U.L.) APPROVED ELECTRICAL PRODUCTS. 8. LOCAL JURISDICTIONAL REQUIREMENTS. 9. CITY/COUNTY ORDINANCES. LOCATION MAP SCALE: N.T.S. PROJECT LOCATION r - 4k N a DRAWING INDEX 11 A001 COVER SHEET A100 GENERAL ARCHITECTURAL NOTES A101 FIRST FLOOR PLAN, NOTES AND LEGEND A102 SECOND FLOOR, ROOF FRAMING PLAN AND LEGENDS A501 NORTH & SOUTH ELEVATIONS A502 SOUTH ELEVATION A503 BUILDING SECTIONS A504 DOOR & WINDOW SCHEDULES AND DETAILS A505 GENERAL DETAILS S0.00 GENERAL STRUCTURAL NOTES S1.00 FOUNDATION & GROUND FLOOR PLAN S-1.1 SECOND FLOOR FRAMING PLAN S-1.2 ATTIC & ROOF FRAMING PLAN S-1.3 ROOF NOTES AND WIND PRESSURE S-2.0 STRUCTURAL SECTIONS AND DETAILS S-2.1 STRUCTURAL SECTIONS AND DETAILS S-3.0 TYPICAL STRUCTURAL DETAILS S-4.0 STRUCTURAL SCHEDULES S-5.0 WINDOWS AND DOOR WIND PRESSURES S-5.1 WINDOWS AND DOOR WIND PRESSURES P101 FIRST AND SECOND FLOOR SANITARY PLAN P102 FIRST AND SECOND FLOOR WATER DISTRIBUTION P501 SANITARY RISER, PLUMBING NOTES, AND DETAILS M101 FIRST AND SECOND FLOOR MECHANICAL PLANS, NOTES AND LEGEND M501 MECHANICAL DETAILS AND SCHEDULES SE100 SITE ELECTRICAL PLAN E101 FIRST AND SECOND FLOORS ELECTRICAL PLANS E102 STORAGE/ATTIC ELECTRICAL PLAN NOTES AND LEGENDS E501 ELECTRICAL NOTES, RISER AND PANEL SCHEDULES Tnis Item has been digitally sipped and sealed by Rolando Maaalioni, P-E. on the date acjacent to `he seal. Pr nted copies of —11 s document are not conse-.,ed s a-Uc and sealed and the sgnatwe must be deified on an; e ectron 'cop es. oNic''''� Digitally ital l signed �o..... q G�''� g y •��C�ENSF• %� by Rolando * No.60494 *�_ Nigaglioni -0 STATE OF '� Date. ,101,�' ' 40RIOP.�2021-09-28 �G 20:19-04:00 w Q 0 U) z 0 w 1 � I�INIMI I�I�1 �j� D BTEK !y1 L L C CIVIL - MEP Phone: (954) 281-2760 email: julian@dbtekllc.com CA #33374 U LO o co co O LL w L r: Q 0 E O O 06 U o N M C E Cl)a� O O (� N O �— rn ! U ti Qu Ui ~ 2 J .. w N = H pj w- E C N CD L {2 N E cu U> w o �z�/ o J 0 C: ILLW O c I z Q Q J CD CD L (0 CD L U 06 (0 > CD M z} L o, 4-0 O • cn W o ' >N � 0 U) U U)M M O U L Q • • °) Cn J L i OL U M Cu z 2 t2 IZ W ROLANDO NIGAGLIONI, P.E. ENGINEER OF RECORD FLORIDA LIC.# 60494 SHEET# GENERAL ARCHITECTURAL NOTES SECTION 1 - GENERAL REQUIREMENTS 1. WORK PERFORMED SHALL COMPLY WITH THESE "GENERAL NOTES", UNLESS OTHERWISE NOTED ON PLANS. 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS AT JOB SITE BEFORE CONSTRUCTION BEGINS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. WRITTEN DIMENSIONS SHOWN ON PLANS ARE FINISH DIMENSIONS & SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. ANY DISCREPANCIES OR OMISSIONS SHALL BE REPORTED TO THE ARCHITECT AT ONCE, IN WRITING, BEFORE PROCEEDING WITH THE WORK. 3. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN LOCATIONS OF THE INSTALLATIONS OF THE MECHANICAL AND ELECTRIC SYSTEM. CONTRACTOR MUST INFORM THE ARCHITECT BEFORE FORMING CONCRETE BEAM IF INTERFERING WITH A/C DUCT OR PLUMBING FIXTURE EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL/ ELECTRICAL PLANS TO ACCOMMODATE THE ABOVE CONDITIONS SHALL BE MADE WITH ADDITIONAL COST TO THE OWNER. 4. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, A/C, ELECTRICAL AND MECHANICAL DRAWINGS, TO LOCATE OPENINGS, DRAINS, SLEEVES, DEPRESSED SLABS, BOLTS, CURBS, ETC... 5. CONTRACTOR AND SUBCONTRACTOR SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH EXISTING SITE CONDITIONS. CONTRACTOR SHOULD COORDINATE ALL TRADES OF WORK AND EVALUATE FIELD CONDITIONS PRIOR TO COMMENCING WORK TO AVOID CONFLICTS THAT MAY AFFECT WORK PROGRESS OR QUALITY, AND NOTIFY ARCHITECT OF ANY CONFLICTS IMMEDIATELY. 6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. 7. CONTRACTOR SHALL SUPPLY ALL MATERIALS AND LABOR NECESSARY TO PROVIDE ELECTRICAL, TELEPHONE, WATER AND SEWER SERVICES DURING CONSTRUCTION. 8. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB AND PROTECT ADJACENT PROPERTIES W/ FENCING AS NEEDED. 9. CONTRACTOR TO SUPPLY SAMPLES OF FINISH MATERIALS TO THE ARCHITECT FOR APPROVAL. THE ARCHITECT SHALL BE THE SOLE INTERPRETER OF THE DESIGN INTENT REGARDING COLOR, TEXTURE, PROFILE AND JUXTAPOSITION OF MASSES. ANY DEVIATION FROM ORIGINAL DRAWINGS SHALL BE CONSULTED WITH THE ARCHITECT PRIOR TO CHANGES, OR COMPLIANCE WITH PLANS SHALL BE ENFORCED AT CONTRACTOR'S EXPENSE. 10. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER FOLLOWED BY A CHANGE ORDER. 11. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED BY THE OWNER AND GIVEN TO THE CONTRACTOR FOR INSTALLATION. 12. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED BY THE CONTRACTOR AND INSTALLED BY THE CONTRACTOR. 13. CONTRACTOR & ALL MANUFACTURERS OF FINISH WORK/ PRODUCTS/ DESIGN ITEMS THAT REQUIRE CLARIFICATION SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 14. THE ARCHITECT/ INTERIOR DESIGNER/ OWNER HAS THE RIGHT TO REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES NOT MEET HIGH QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED. 15. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE ORDERS AND VARIATIONS THROUGHOUT THE PROGRESS OF THE WORK. USE ONE SET OF DOCUMENTS EXCLUSIVELY FOR THIS JOB. 16. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT SHALL ISSUE THE CONTRACTOR A "PUNCH LIST" INDICATING THE OBSERVED DEFICIENCIES IN THE WORK. THE CONTRACTOR SHALL MAKE SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN 10 CALENDAR WORKING DAYS. 17. CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RECEIVE THE PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL BE CLEAN AND DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL MAKE EFFORT TO MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS. LEFTOVERS FROM MEALS CONSUMED ON THE PREMISES SHALL BE DEPOSITED IN SEALED CONTAINERS. 18. THE NOTE "APPROVED EQUAL" MEANS APPROVED BY ARCHITECT. 19. ANY SUBSTITUTION REQUEST MUST BE ACCOMPANIED WITH A CHANGE ORDER REQUEST THAT BENEFITS THE OWNER IN SAVING OF TIME OR MONEY 20. DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. IN EVENT OF CONFLICT, NOTIFY ARCHITECT BEFORE PROCEEDING. 21. CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT PROPER OPENINGS AND CHASES ARE PROVIDED. 22. GENERAL CONTRACTOR SHALL PROVIDE JOB PROJECT SIGN AT HIS COST. 23. GENERAL CONTRACTOR SHALL BE PROVIDE AN ALLOWANCE IN THE BID FOR AT LEAST, SIX ARCHITECTS & SIX STRUCTURAL ENGINEERS FIELD INSPECTIONS @ $350 EACH INSPECTION. SECTION 6 - WOOD/PLASTICS CARPENTRY 1. ALL LUMBER USED STRUCTURALLY SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY. STRESS GRADE LUMBER SHALL BE DOUGLAS FIR #2 OR BETTER, AND CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS", LATEST EDITION, WITH 1200 P. S. I. MIN. FIBER STRESS IN BENDING AND 12% OR LESS MOISTURE CONTENT PER FLORIDA BUILDING CODE 7TH EDITION (2020) UNLESS OTHERWISE NOTED. 2. FRAMING SHALL BE DONE IN A WORKMANLIKE MANNER BY SKILLED LABOR. A. ALL NAILING SHALL CONFORM TO THE BUILDING CODE NAILING SCHEDULE. B. PROVIDE (1) 2" X 4" WOOD STUD AND 1 METAL STUD EACH SIDE OF DOOR OPENINGS C. CUTTING OF WOOD STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE TO THE BUILDING CODE APPROVAL BY ARCHITECT OR ENGINEER PRIOR TO CUTTING 3. EXTERIOR SHEATHING SHALL BE 5/8" "CDX" MIN. PLYWOOD GEN. SHEATHING SHALL BE 1/2" PLYWOOD. 4. PRESSURE TREAT ALL LUMBER, AS PER FLORIDA BUILDING CODE 7TH EDITION (2020), IN CONTACT WITH MASONRY OR CONCRETE AS PER "AMERICAN WOOD PRESERVES BUREAU". 5. INSTALL ALL WOODWORK ACCURATELY WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED & FREE FROM DEFECTS. 6. PROVIDE BLOCKING: A. BEHIND ALL KITCHEN & BATHROOM CABINETRY @ 36" AFF & 66" AFF U.O.N B. IN SHOWERS UP TO 12" AFF 7. PROVIDE WOOD FIRE STOPS AT WOOD PARTITIONS AT MIDPOINT OF VERTICAL HEIGHT 8. PROVIDE SIGNED AND SEALED TRUSS SHOP DRAWINGS AND CALCULATIONS FOR ARCHITECTS APPROVAL. 9. ALL BASE CABINETS AT KITCHEN SHALL BE 36" HIGH AND KNEE SPACES SHALL BE 30" HIGH. SECTION 7 - THERMAL & MOISTURE PROTECTION 1. CAULKING & SEALANTS 1.1. CAULK AROUND PERIMETER OF ALL OPENINGS IN EXTERIOR WALLS, INCLUDING DOOR FRAMES, WINDOW FRAMES, LOUVERED OPENINGS AROUND PIPES, CONDUCTS, DUCTS AND ALL FASTENINGS PENETRATING EXTERIOR WALL SURFACES 1.2. CAULK AROUND AND PROVIDE A SOLID BED UNDER ALL APPLIED THRESHOLDS AT EXTERIOR DOORS. CAULK AROUND ALL LAVATORIES, WATER CLOSETS AND OTHER PLUMBING FIXTURES. 1.3. PROVIDE FIRE STOP CAULKING AT ALL OPENINGS OF FIRE RATED WALLS & AROUND PIPING THROUGH THESE WALLS. 1.4. AND ELECTRICAL WIRING PENETRATIONS AND PENETRATIONS INTO ROOF TRUSSES USE TREMCO. PRODUCTS OR APPROVED EQ. (954) 344-8306 1.5. CAULKING: A. CAULK MISCELLANEOUS ITEMS OF WORK INCORPORATED INTO THE BUILDINGS AND WHICH ARE INDICATED TO BE CAULKED, OR WHICH NORMALLY REQUIRE CAULKING TO PREVENT INFILTRATION OF WATER OR AIR, AS DETAILED, INDICATED OR DIRECTED. B. CAULKING COMPOUNDS SHALL BE OF COMPOSITES APPROPRIATE FOR INSTALLATION. BY G.E SEALANTS OR APPROVED EQ. RECOMMENDED CAULKING MANUF: 1. G.E. 2. ROOFING 2.1. ROOFING SYSTEM SHALL BE INSTALLED BY LICENSED ROOFING CONTRACTOR STALL PROVIDE A 5 YEARS WARRANTY ACCEPTABLE ON INSTALLATION. 2.2. ACCEPTABLE ROOFING MANUFACTURERS ARE AS FOLLOWS: 1. ALTUSA, 2. MONIER, OR APPROVED EQUAL. MANUF. TO PROVIDE MINIMUM 10 YEARS WARRANTY 2.3. CONTRACTORS SHALL SUBMIT DADE COUNTY PRODUCT APPROVAL PAPERWORK TO ARCHITECT FOR REVIEW & APPROVAL PRIOR TO REMITTING INSTALLATION. SECTION 8 - DOORS, WINDOWS AND GLASS 1. CONTRACTOR SHALL COORDINATE ROUGH OPENING DIMENSIONS WITH WINDOW AND DOOR MANUFACTURERS PRIOR: A. TO STARTING CONSTRUCTION AND SUBMIT SHOP DRAWINGS FOR ARCHITECTS APPROVAL. 2. DOORS & WINDOWS: SEE DOORS & WINDOWS SCHEDULES FOR COMPLETE NOTES AND DETAILS. A. ALL EXTERIOR FRONT ENTRY DOORS SHALL BE STEEL DOORS WITH STEEL FRAMES. U.O.N. B. CONTRACTOR TO FURNISH ALL NECESSARY HARDWARE ITEMS. C. ALL HINGES OF DOORS OPENINGS TO EXTERIOR SHALL HAVE NON -REMOVABLE PINS. D. HINGES ON EXTERIOR OUT -SWINGING DOORS SHALL HAVE NON -EXPOSED SCREWS. 3. PROVIDE DOOR STOPS ON ALL DOORS. 4. PROVIDE DOOR HOOKS ON ALL BATHROOM & BEDROOMS DOORS. 5. PROVIDE THREE (3) HINGES PER DOOR (TYP) - STANLEY CB1900 OR EQUAL. 6. ALL MAIN ENTRY AND REAR ENTRY DOORS REQUIRE KEYED DEAD BOLT 7. POCKET DOORS SHALL BE H.C. WITH WOOD FRAME & METAL TRACKS COORDINATE WITH ARCHITECT FOR HARDWARE APPROVAL 8. ALL DOORS AND WINDOWS TO HAVE CORROSION RESISTANT HARDWARE. 9. ALL OPERABLE WINDOWS TO HAVE INSECT SCREENS 10. ALL HARDWARE TO BE STAINLESS STEEL UNLESS OTHERWISE NOTED OR SELECTED 11. SECONDARY MEANS OF ESCAPE SHALL COMPLY WITH 2O12 N.F.P.A. 101 12. SHUTTER ALL NON IMPACT RESISTANT OPENINGS 13. THE ENTRY DOOR SHALL BE CONSIDERED AN EGRESS DOOR AS PER EDITION (2017) SECTION 9 - FINISHES 1. ALL EXTERIOR STUCCO WORK MATERIALS, APPLICATION, MOISTURE BARRIER, METAL REINFORCEMENT, ETC. TO BE APPLIED AS PER MANUFACTURER'S SPECIFICATIONS AND BUILDING CODES. A. ALL STUCCO TRIMS AS SHOWN AROUND WINDOWS AND DOORS TO BE DONE WITH "J" BEADS AS PER "UNITED STATES GYPSUM" OR APPROVED EQUAL. B. ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 HS. DRYING PERIOD. 2. INTERIOR WALLS. A. INTERIOR WALLS AND CEILINGS SHALL BE PLYWOOD PARTITIONS, AS CALLED FOR IN PLANS. WALLS SHALL HAVE AN SMOOTH FINISH. ALLOW FOR SPECIAL FINISHES ON WALLS, AS CALLED FOR IN DRAWINGS. ALL INTERIOR CEILINGS SHALL HAVE A SMOOTH FINISH 3. STANDARD WOOD STUDS SHALL BE 2x4'S A. ALL FINISHED CABINET MATERIAL AS WELL AS INTERIOR OF ALL CABINETS SHALL BE 5/8" CABINET GRADE PLYWOOD. PLASTIC LAMINATE (IF REQ.) SHALL BE AS MANUFACTURED BY "FORMICA" OR APPROVED EQUAL. COLORS TO BE SELECTED BY OWNER / ARCHITECT. B. PROVIDE EUROPEAN TYPE CABINET DOORS AND ACCURIDE DRAWER HARDWARE. C. ALL COUNTERTOPS SHALL BE 2-3/4" EXTERIOR PLYWOOD WITH 1/16" THICK MIN. PLASTIC LAM. ON ALL VISIBLE SURFACES. D. ALL DOORS SHALL BE 5/8" THICK MIN. PLYWOOD WITH 1/32" THICK MIN. PLASTIC LAM. ON ALL SURFACES AND EDGES. E. ALL VERTICAL SURFACES SHALL BE PLYWOOD WITH 1/32" THICK MIN. PLASTIC LAM. ON ALL VISIBLE SURFACES. F. ALL 3/4" PLYWOOD SHELVING SHALL RECEIVE 1/16" MIN. PLASTIC LAM. ON TOP. BOTTOM & EDGES WILL RECEIVE 1/32" THICK MIN. PLASTIC LAM. G. DRAWERS: 5/8" THICK. FRONT PANEL SHALL HAVE 1/32" THICK MIN. PLASTIC LAM. ON ALL VISIBLE SURFACES. INTERIOR TO RECEIVE PLASTIC BACK SHEATHING. H. CABINET BACK PANEL SHALL BE 1 /4" PLYWOOD FASTENED TO CABINET FRAMING, AND SHALL RECEIVE PLASTIC BACK SHEATHING. I. FULL HEIGHT BACK SPLASH SHALL BE 5/8" THICK MIN. PARTICLE BOARD W/ 1/32" THICK MIN. PLASTIC LAM. ON ALL VISIBLE SURFACES. J. ALL COUNTER TOPS TO HAVE ROUNDED EDGES K. ALL WOOD TO COMPLY AS SET FOR CHAPTER 29 F.B.C. L. ALL EXTERIOR WOOD (EXPOSED) AND/OR IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED AS PER F.B.C. 29132 (A). M. ALL STRUCTURAL WOOD SHALL BE GRADE NO. 2 OR BETTER (1200 PSI MINIMUM FIBER STRESS) U.O.N. 4. PAINT SCHEDULE: PAINTS AND SURFACES ON WHICH PAINTS ARE APPLIED ARE SPECIFIED HEREIN. REFER TO ROOM FINISH SCHEDULE AND PLANS FOR INTERIOR FINISHED SURFACES. A. EXTERIOR SURFACES, RAINBOW PAINTING 954:584-5840 A.1. STUCCO/ CONCRETE 2 COATS - FLAT LATEX A. 2. FERROUS METAL: TOUCH UP SHOP PRIMED SURFACE: 1 COAT - OIL ALKYD PRIMER 2 COATS - EGGSHELL ALKYD ENAMEL A. 3. GALVANIZED METAL: 1 COAT - OIL ALKYD PRIMER FOR GALVANIZED METAL 2 COATS - GLOSS ALKYD ENAMEL A. 4. WOOD SURFACES: 1 COAT - OIL PRIMER 2 COATS - ACRYLIC LATEX FLAT B. INTERIOR SURFACES: B. 1. GYPSUM WALLBOARD: 1 COAT - LATEX PRIMER SEALER 2 COATS - FLAT LATEX B. 2. BLOCK AND CONCRETE: 1 COAT - LATEX BLOCK FILLER (FOR CONCRETE BLOCK AREAS ONLY) 2 COATS - FLAT LATEX B.3. FERROUS METALS: TOUCHUP SHOP PRIMED SURFACE: 1 COAT - OIL ALKYD PRIMER 2 COATS - EGGSHELL ALKYD ENAMEL B.4. WOOD TRIM AND DOORS (PAINT FINISH) 1 COAT - ENAMEL UNDER COAT 2 COATS - FLAT ALKYD ENAMEL OR EGGSHELL ENAMEL, AS SELECTED. 5. BATHROOM FINISHES. TO BE SELECTED BY OWNER 6. GENERAL FLOORING TO BE SELECTED BY OWNER 7. CEILINGS. A. ANY PLYWOOD CEILING SHALL BE SMOOTH FINISH AND PAINTED. - SEE DETAILS FOR PROPER CONSTRUCTION. 8. INTERIOR FINISH OF WALLS AND CEILING SHALL BE CLASS A,B, OR C (N.F.P.A. 101-21-3.21) 9. ALL BATH ROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS AS PER F.B.C. 1408.2.E 10. STUCCO: 10.1. MATERIALS: CEMENT, PORTLAND CEMENT, ASTM C150, TYPE I , LOW ALKALI 10.2. WATERPROOFING ADMIXTURES ARE OPTIONAL 10.3. EXTERIOR STUCCO FINISH COAT: EXPO STUCCO EXTERIOR, CALIFORNIA STUCCO PRODUCTS OR APPROVED EQUAL. 10.4. EXTERIOR LATH SHALL BE SELF FURRING, WATERPROFF BACKED PAPER STUCCO LATH, K-LATH CORPORATION, AQUA K LATH OR EQUAL. 10.5. LATH ACCESSORIES: NO LESS THAT 26 GA ZINC COATED. 10.6. DRIP SCREED: 26 GA. "FRY" DRIP SCREED OR EQUAL. 10.7. APPLY PAPER -BACKED (30# FELT) LATH DIRECTLY OVER FRAMING WITH 1 Y4" ROOFING NAILS EVERY 6" AND SECURING TO STUDS WHENEVER POSSIBLE. FASTENERS SHALL ENGAGE BACK WIRE OF LATH SECURELY. LAPS OF LATH SHALL BE 1" MINIMUM. 10.8. EXTERIOR PLASTER SHALL BE APPLIED IN IN A 2 COAT ASSEMBLY TO A MINIMUM OF 5/8" THICKNESS. 10.8.1. SCRATCH COAT SHALL BE A MINIMUM OF %" COMPLETELY EMBEDDING THE LATH. 11.8.2. FINISH COAT SHALL BE MINIMUM OF Y4" AND LAID OUT TO PERMIT THE COMPLETION OF THE ENTIRE SURFACE IN ONE OPERATION w Q 0 co z 0 w Of 1 � I�INIMI I�I�1 D B T E K MI'dWIF L L C CIVIL - MEP Phone: (954) 281-2760 email: julian@dbtekllc.com CA #33374 C (.0 O co co O w 1 c � a U) E O O 06 U � o 75 co L E co O o N rn U -o Q ui ~ 0 J w pj �° E c L a O E O c� U) 0 J c: L.L 0 M ' z Q Q J O 0 co W U � N > . z 0 U) O >+ 0 U) O cn N 0 Cy-) M O U W Q Q U) O -t J � Q Uo � Z :E U) ROLANDO NIGAGLIONI, P.E. ENGINEER OF RECORD FLORIDA LIC.# 60494 z c J Q m � 0 W Y U W U U W O T�_ T U z ry 0 Q J N N U) W W 7 O F_ W w 0 r Q V L 0 SHEET# 31.2' X Pavers 2" (50 MM) Thick ASTM No. 8 Bedding Stone Min 6" (150 MM) Thick Compacted No. 57 Base Stone Soil with Vegetative Cover " Cast -in -Place Concrete Edge Min 4" Wide a a o 0-0 o 04 n , - Mortar or Adhere Pavers to Top 8 ° _ -- -- -- °-- - - �Q ] f I- 111-1�1-1 I I-11 I -I 11-III-1 11-1 Min 2" 1s4MMy Uncompacted Native Soil Subgrade Optional Geotextile per Design Engineer • DESIGN. MATERIAL & CONSTRUCTION GUIDELINES TO FOLLOW ICPI SPECIFICATIONS PAVER SURFACES SLOP MAX 1%; SOIL SUBGRADE SLOPE MAX O.S°l THICKER BASE ANDIOR DRAIN PIPES MAY BE REQUIRED IF PATIO RECEIVES RUNOFF FROM ADJACENT IMPERVIOUS SURFACES OR ROOFS • CAST -IN -PLACE CONCRETE CURBS CAN BE WITHOUT PAVERS ON TOP. IN SUCH CASES, CURBS SHOULD BE LEVEL WITH CONCRETE PAVER FIELD. REFER TO TREMRON INSTALLATION GUIDE FOR DETAILS 5' ETBACKt 1 18'-0"1 WAEF TO PROP f I I U) �X APPROXIMATE LOCATION OF EXISTING WELL TO BE ABANDONED AND RELOCATED LI E 25-0" NOTE: POOL UNDER I SEPARATE PERMIT 00 X�� APPROXIMATE LOCATION OF PROPOSED APPROVED WELL# 59_31917 EXISTING TREE TO BE REMOVED WATER EXISTj4GX TREE Cam. �I iJ Ld �I J' J 5' SETBf O 9, —8 WELL I � I � I 7'-2" I PROPERTY LINE I I 9� I I I EXISTING I I rmr, CK PROPERTY ADDRESS: VACANT LOT PARCEL ID: 3532-503-0008-000-3 LEGAL DESCRIPTION: LOTS 8 AND 9, BLOCK 1 HARRIS SUB -DIVISION, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE(S) 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA BUILDING CLASSIFICATION CONSTRUCTION TYPE: NEW CONSTRUCTION ZONING DISTRICT: RS-4 RESIDENTIAL, SINGLE-FAMILY - 4 CITY / COUNTY: SAINT LUCIE COUNTY FLOOD ZONE: "X" ZONING DISTRICT: RS-4 LOT OCCUPATION REQUIRED PROVIDED Lot Area (Minimum) 10,000 sq ft 10,290.0 sq ft 0.24 ACRE Lot Width 75 feet 70 feet Lot Coverage 30% max. 16.3% PROVIDED 3,087 sq ft 1,678.83 sq ft Height Max. 35 feet 35 feet height / 2 stories FROM F.F. 0'-0" Lawn Area Max. 50% of gross lot area 50% OF 2,620.5= 1,875.00 sq ft 1,320.25 51.38% PROVIDED 1,274.00 sq ft BUILDING SETBACK Principal Front 25 ft. min. 27'-8" Side 7.5 ft. max. 14'-11-3/4" Rear 15 ft. min. 58'-7" Maximum structure height 2 stories 2 story FLOOD ZONE INFORMATION: FLOOD ZONE: "X" F.F. N/A ADDRESS: VACANTLOT LOTS: 8& 9 BLOCK: 1 PLAT BOOK: 3 PAGE: 5 AREA (BUILDING) TABULATIONS PROPOSED (SF) DESCRIPTION LOT COVERAGE (REQUIRED 30%) 10,290.00 GROSS LOT AREA (APPROX. 70' x 147') 1,244.83 GROUND COVERAGE UNDER AC 434.00 GARAGE 1,678.83 (16.3%) TOTAL LOT COVERAGE GREEN/OPEN SPACE 596.00 DRIVEWAY (PAVERS) 76.65 WALKWAY (PAVERS) FRONT YARD 140.00 COVERED ENTRY PORCH 11.97 FRONT CONCRETE STAIRS 153.74 REAR CONCRETE STAIRS 651.00 POOL AREA 211.64 COVERED CONCRETE PATIO 64.00 EQUIPMENT CONCRETE PAD 1,905.00 (18.5 %) IMPERVIOUS 1,678.83 TOTAL LOT COVERAGE 1,905.00 IMPERVIOUS 3,583.83 (34.83%) TOTAL IMPERVIOUS 6,706.17 (65.17%) PERVIOUS PROPOSED GROSS LOT AREA: ......................................................... 10,290.00 SF BUILDING COVERAGE RATIO: ................................. 1,678.83 (16.3%) BUILDING COVERAGE RATIO: (MAXIMUM LOT COVERAGE 30%) BUILDING AREA BCR (%) =------------------------------------------------ x 100 SITE AREA LOT COVERAGE 1,678.83 11,678.83 BCR (%) =------------------------------ x 100 =--------------- x 100 = 0.163 x 100 10,290.00 10,290.00 FIC APPROVED 5448 AINFIELD OBSTRUCTED AREA TREE SCHEDULE �A CABBAGE PALM 15"0 ROYAL POINCIANA w Q 0 rn z 0 Ln w Of 1 o I--INIMI I-4I-i1 �j� D BTEK !�I L L C CIVIL - MEP Phone: (954) 281-2760 email: julian@dbtekllc.com CA #33374 ULO o co co O w 2 `sp - r U) Q C: U) E O O 06 U � o O O Cl) E M J11. O O @ N O O U o � Q i— co 75 J U) W Cn 62 E C:a)a) -a U) c W o Z o fY O J L.L 0 M i Z Q Q J O a_ G C: O W U 06Mo > M Z W o � o . o LO i �-�+ � 0 Cn Cam.) cn N 000U Cy-) O W Q O J o Z :E 0- a- cn ROLANDO NIGAGLIONI, P.E. ENGINEER OF RECORD FLORIDA LIC.# 60494 N O N J W J � W Q w ~ Z Q U Q 0 SITE PLAN SCALE: 1 /8" = 1' NOTE: LANDSCAPE & IRRIGATION SYSTEM WILL BE SUBMITTED BY OTHERS. CONTRACTOR TO PROVIDE SHOP DRAWINGS SHEET# NOTE CONTRACTOR TO VERIFY NECESSARY OPENING WIDTHS FOR DOORS AND WINDOWS MASONRY WITH PRODUCT SPECIFICATIONS AND PRODUCTS APPROVALS PRIOR TO TIE BEAM AND BLOCK ERECTION NOTE ALL WINDOWS TO BE PROVIDED W/MIAMI-DADE APPROVED SHUTTERS, ALL SHUTTERS TO BE DESIGNED BY A QUALIFIED REGISTERED DELEGATE ENGINEER FOLLOWING PROCEDURES & GUIDELINES SET FORTH BY SECTION 2413 OF F.B.C. RESIDENTIAL 2020 7th ED. NOTE OPERABLE WINDOWS WITH SILLS AT LESS THAN 36" ABOVE THE FLOOR, WHERE THERE IS A DROP OF MORE THAN FOUR FEET, REQUIRE SAFEGUARDS AT NO LESS THAN 42" IN HEIGHT-FBC R4410.2.5.1 NOTE TOILET, BATH AND SHOWER SPACES: FBCR 307.1 -BATHROOM FIXTURES SHALL BE INSTALLED AS PER FIGURE R307.1. KEY NOTES: 1❑. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NON -ABSORBENT SURFACE. GREEN BOARD NOT ALLOWED. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 mm) ABOVE FLOOR. AS PER R307.2 F.B.C.-RESIDENTIAL 2010 EDITION ❑2. CERAMIC TILE WALL FINISH IN TUB AND SHOWER AREAS SHALL HAVE CEMENT FIBER OR GLASS MAT BACKING BOARD AS PER R702.4.2 ❑3. SHOWER ENCLOSURE SHALL CONFORM TO THE SAFETY STANDARD FOR ARCH, GLAZING MATERIAL, CATEGORY II. ® PROVIDE 2" x6" P.T. W/Y2" X 4" @ 24" O.C. 6" FROM TOP & BOT. OR _6" X 3" POWER DRIVEN PINS @ 9" O.C. 3" FROM TOP & BOT. (SEE DOOR MFR SPECS) ❑5. STEEL STUD FRAMING SUPPORTING WALL HUNG PLUMBING FIXTURES AND OR CABINETS SHALL BE DOUBLED AS PER R4411.4.5.1.1 AND SHALL HAVE A HORIZONTAL MEMBER SECURED TO NOT LESS THAN 2 STUD AS PER R4411.4.5.1.3 HANDRAILS HEIGHT SHALL BE 34"-38" MEASURED VERTICALLY FROM THE SLOPE PLAN OF TREAD NOSINGS AS PER R311.7.7.1 ❑7. GUARDRAILS HEIGHT SHALL BE MIN. 42" AS PER R4403.7.3.1 AT OPEN SIDE OF STAIR MEASURED ABOVE LINE OF NOSINGS. DISTANCE BETWEEN FLOOR LEVEL AND BOTTOM RAIL OF GUARDRAIL NO EXCEED 2" AS PER R4403.7.3.5 ❑9. PROVIDE DOOR MIN. 29" CLEAR OPENING WIDTH AS PER R320.1.1 (32" HINGED DOOR OR 30" POCKET DOOR) TO GROUND FLOOR BATHROOM OR HALF BATH. 10. WALL & CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN 200 AS PER R302.9.1 AND A SMOKE DEVELOPED INDEX NOT GREATER THAN 450 PER R302.9.2 11. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450 AS PER R302.10.1 PARTITION NOTES: TYPICAL NON -LOAD BEARING INTERIOR PARTITIONS TO BE 22 GAGE METAL STUD AT 16" O.C. WITH 2"X4" WOOD STUDS AT EACH SIDE OF DOOR OPENINGS. PARTITION REINFORCEMENT PARTITIONS BEHIND WALL HUNG PLUMBING FIXTURES AND WALL CABINETS, PROVIDE 20 GAGE MTL. STUDS @ 16" O.C. MAX PER FBC R4411 45 11.IN ADDITION, PROVIDE 1/2" PLYWOOD BACKING OR HORIZONTAL MEMBER FASTENED TO NO LESS THAN 2 STUDS SHALL BE PROVIDED AT WALL HUNG CABINETS AS PER FBC 2517.5.1.3. PARTITION REINFORCEMENT SHOWER COMPARTMENT MUST BE FINISHED IN SMOOTH, IMPERVIOUS MATERIALS TO A MINIMUM HEIGHT OF 72 INCHES, PER FBC R307.2. PROVIDE 1/2" DUROCK BOARD AT WET AREAS AND 5/8" MOISTURE RESISTANT GREENBOARD AT AREAS SUBJECT TO MOISTURE (BATHROOMS). NOTES TO PARTITION CONTRACTOR: PROVIDE 1x4 BACKING FOR THE FOLLOWING: - TOP KITCHEN CABINETS AT 98" ABOVE FINISHED FLOOR. - BOTTOM KITCHEN CABINETS AT 34" ABOVE FINISHED FLOOR. - ALL BATHROOM CABINETS AT 34" ABOVE FINISHED FLOOR. - ALL CLOSETS AT 98" ABOVE FINISHED FLOOR (FUTURE SHELVING). TERMITE PROTECTION NOTE: PER FBC 1816.1. 7 - TERMITE PROTECTION - PRIOR TO BUILDING FINAL INSPECTION, A 'CERTIFICATE OF COMPLIANCE' SHALL BE ISSUED TO THE 'BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUB-TERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." GENERAL NOTES: INSULATION INSULATION MATERIAL SHALL HAVE A FLAME -SPREAD INDEX OF NOT GREATER THAN 25 AND A SMOKE -DEVELOPED INDEX NOT GREATER THAN 450 AS PER ASTM E-84 OR UL 273. (PER FBC R302.1Q 1) GARAGE NOTES: 1. PROVIDE PERMANENT SIGN (W/LETTERS NOT LESS THAN Y2') ON THE FACE OF ANY DOOR TO THE OUTSIDE READING DANGER DO NOT OPERATE ENGINES WITH DOOR CLOSED CARBON MONOXIDE EMISSION IS LETHAL. 2. PROVIDE SCREENING OPENINGS THROUGH GARAGE DOOR W/ THE CLEAR EFFECTIVE AREA NOT LESS THAN 60 SQ. IN. PER MOTOR VEHICULE(LOCATED WITHIN 7 IN OF THE HIGHEST PART OF THE FLOOR) COMPLY WITH SECTION 1506.1 OF S.F.B.C. 3. PROVIDE I HR. FIRE RATED ASSEMBLY ON WALLS AND CEILING BETWEEN GARAGE AND ADJACENT LIVING SPACES. NOTES 1. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL CURRENT APPLICABLE CODES, ORDINANCES, STANDARDS, OR RESTRICTIONS, WHETHER INDICATED ON THE PLANS OR NOT. 2. CONTRACTOR TO VERIFY THAT ALL REQUIRED APPROVALS PERTAINING TO THE PROJECT HAVE BEEN SATISFIED PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. USE FIGURED DIMENSIONS ONLY. DO NOT SCALE THE DRAWINGS. (NOTIFY THE ARCHITECT IMMEDIATELY AND BEFORE PROCEEDING WITH ANY WORK, OF ANY VARIATIONS IN THE CONSTRUCTION DOCUMENTS AND OR SPECIFICATIONS). 4. APPLY AND/OR INSTALL ALL PRODUCTS AND MATERIALS ACCORDING TO MANUFACTURER'S PUBLISHED INSTRUCTIONS OR IF NO INSTRUCTIONS EXIST, INSTALL PER STANDARD INDUSTRY PRACTICE. 5. ALL DIMENSIONS ARE NOMINAL & TO FACE OF FINISHED STRUCTURE. 6. ALL WINDOWS AND DOORS SIZES ARE NOMINAL. VERIFY MANUFACTURER'S ACTUAL AND ROUGH OPENING DIMENSIONS. 7. ALL NEW WINDOWS AND EXTERIOR DOORS SHALL BE IMPACT RESISTANCE & SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE APPLICABLE CODES. 8. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS AT FIELD PRIOR TO WINDOW PLACEMENT. WINDOW SUPPLIER TO VERIFY ALL EGRESS WINDOW LOCATIONS SATISFY APPLICABLE CODES PRIOR TO PLACEMENT AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 9. PROVIDE BLOCKING AT ALL WINDOWS, DOORS, CABINETS. 10. PROVIDE CATEGORY II SAFETY GLASS AT ALL HAZARDOUS AREAS AS PER FBC R-308.4 11. ANY WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR SEPARATED BY MOISTURE BARRIER. (FBC 2014 R-317) 12. USE CEMENT BOARD OR EQUIVALENT IN ALL WET AREAS. INSTALL 1 LAYER OF DURAROCK IN ALL WET FLOOR AREAS BATHROOMS, LAUNDRY AND HVAC CLOSET. 13. ALL TUB/SHOWERS IN UNITS WILL BE PROVIDED WITH NON ABSORBENT FINISH (CERAMIC TILE) AT FLOORS AND WALLS TO 6' H. MINIMUM. 14. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A SMOKE DEVELOPED INDEX NOT GREATER THAN 450. (ASTM E-84 OR UL 273) FBCR 302.9 15. INSULATION MATERIALS, FACINGS, VAPOR RETARDERS SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 25 AND A SMOKE -DEVELOPED INDEX NOT GREATER THAN 450 16. ALL CONSTRUCTION MATERIALS BELOW BFE=+8.00' NGVD SHALL BE FLOOD DAMAGE - RESISTANT MATERIAL. 17. NO CHANGES OR SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM ARCHITECT OR DEVELOPER. 18. PROVIDE Y2" MIN. CEMENTITIOUS PANEL BACKER BOARDS OR EQUIVALENT FOR WET AREAS. FBCR 702.4.2. MOISTURE -RESISTANT GREEN GYPSUM IS ALLOWED FOR CEILINGS AND NON -WET AREAS. FBCR 702.3.7. 19. PROVIDE IMPERMEABLE MATERIAL IN BATHROOM WET AREAS TO 6 FEET MINIMUM ABOVE FLOOR IN COMPLIANCE WITH FBCR 307.2 20. SHOWER DOOR SHALL HAVE A MINIMUM CLEAR AND UNOBSTRUCTED FINISHED WIDTH OF 22 INCHES. FBCP 417.4.2 21. CEILING HEIGHT SHALL BE NOT LESS THAN 7 FEET. THERE ARE SOME EXCEPTIONS FOR (BASEMENTS, BATHROOMS & LAUNDRY MIN 6'-8"), AND SLOPED CEILINGS. SHOW FRAMING DETAIL. FBCR 305 23. SHOWER PAN MEMBRANE MUST SLOPE A MIN OF 1/" PER FOOT TOWARD DRAIN WITH NO PENETRATION LESS THAN 1" ABOVE THE THRESHOLD. FBCP 417.5.2 LEGEND ( DOOR NUMBER O WINDOW NUMBER 10 REVISIONS DETAILED AREA 'Ir DETAIL NUMBER SHEET NUMBER X ELEV. NUMBER ELEVATION n_ SHEET NUMBER NOTE: KITCHEN CABINETS AND APPLIANCES SHALL BE SELECTED BY OWNER AND TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. INTERIOR DOOR SCHEDULE OX QTY SIZE (WXH) TYPE FINISH MATERIAL GLASS TYPE U-FACTOR SHADING COEFF. IMPACT REMARKS O 1 36" x 84" SWING DOOR WHITE WOOD - - - NO DOOR 30 MIN. ® 2 36" x 84" SWING DOOR WHITE WOOD - - - NO - 2 52" x 84" BIFOLD DOOR WHITE WOOD - - - NO - 10 1 30" x 84" BIFOLD DOOR WHITE WOOD - NO - 11 3 32" x 84" SWING DOOR WHITE WOOD - NO - 12 1 48" x 84" FRENCH DOOR WHITE WOOD - - - NO - 13 2 32" x 84" SWING DOOR WHITE WOOD - - - NO FULL LOUVER DOOR 14 2 72" x 84" SLIDING DOOR WHITE WOOD - - - NO - 15 2 30" x 84" SWING DOOR WHITE WOOD - - - NO - 16 1 36" x 84" BIFOLD DOOR WHITE WOOD - - - NO - 1. ALL INTERIOR DOORS SHALL BE PREHUNG TYPE 2. CONTRACTOR SHALL COORDINATE WITH OWNER FOR HARDWARE TYPE FOR INTERIOR DOORS 3. CONTRACTOR SHALL COORDINATE WITH OWNER FOR GLASS TYPE 16"W x 8"H STORM VENT W/INSECT SCREEN (2) 128 S.I. TOTAL 256 S.I. 4'-0" TOILET, BATH AND SHOWER SPACES: FBCR 307.1 -BATHROOM FIXTURES SHALL BE INST PER FIGURE R307.1. FIRST FLOOR PLAN SCALE: 1 /4" = 1'-0" I N a 00 I N w Q 0 z O w Of 1 o I--INIMI I-4I'i1 O BTEK MWIF LLC CIVIL - MEP Phone: (954) 281-2760 email: julian@dbtekllc.com CA #33374 U � c (.0 O co co O w L Q U) E O O otS U CD M O E M O 2 �N U -o 04 Q _E co Ui ~ 0 J w pj of Co E C a) L a O E O M U) C O W O z O O J c: LL 0 M ' Z Q Q J O O W U 06Mo M z W o> _ -I-- o 0 U) 0 cn 0 cy-) M O U W Q Q O o Z :E U) ROLANDO NIGAGLIONI, P.E. ENGINEER OF RECORD FLORIDA LIC.# 60494 z m 0 w Y U w U Z Z QW /J (D I..L W � J 00 Oz J Q LL U) U)� 0�O LL Z SHEET# 1 A503 INTERIOR DOOR SCHEDULE OX QTY SIZE (WXH) TYPE FINISH MATERIAL GLASS TYPE U-FACTOR SHADING COEFF. IMPACT REMARKS O7 1 36" x 84" SWING DOOR WHITE WOOD - - - NO DOOR 20 MIN. ® 2 36" x 84" SWING DOOR WHITE WOOD - - - NO - 2 52" x 84" BIFOLD DOOR WHITE WOOD - - - NO - 10 1 30" x 84" BIFOLD DOOR WHITE WOOD - - - NO - 11 3 32" x 84" SWING DOOR WHITE WOOD - - - NO - 12 1 48" x 84" FRENCH DOOR WHITE WOOD - - - NO - 13 2 32" x 84" SWING DOOR WHITE WOOD - - - NO FULL LOUVER DOOR 14 2 72" x 84" SLIDING DOOR WHITE WOOD - - - NO - 15 2 30" x 84" SWING DOOR WHITE WOOD - - - NO - 16 1 36" x 84" BIFOLD DOOR WHITE WOOD - - - NO - 1. ALL INTERIOR DOORS SHALL BE PREHUNG TYPE 2. CONTRACTOR SHALL COORDINATE WITH OWNER FOR HARDWARE TYPE FOR INTERIOR DOORS 3. CONTRACTOR SHALL COORDINATE WITH OWNER FOR GLASS TYPE IF— — — — — — — — — — 1 I 1 � I A503 r04 I I 12' OVERH 2 A503 3 A503 ca 12" a OVERHANG 1 �w O I 00 % ATTIC/ STORAGE -O -- -- -- -\ -- -- -- -- -- -- ---N / I \ � I � 11» 2'-8" 21'-7" 18 11 01 7 6" 15 DN 14 13 12 I 1 orn 11 °� 00 0 I Z I I 1 1 Nty- W > 10 O I I 1 I I N I I I w Q 0 U) z 0 w Of 1 I�INIMI 1.41A '/� D B T E K' 1!op L L C CIVIL - MEP Phone: (954) 281-2760 email: julian@dbtekllc.com CA #33374 U LO C (.0 O co co O w 2 sp - r U) c- c: U) E O O 0U E5 o 6 � M O E M O 0 N rn U 2 � Q E c6 � ui ~ 0 J W 0 Co pj of E C a) L a O E m � U) C o W o z o O J c: L.L 0 M i Z Q Q J O a_ O w U o M w o> 0 (/' 0 Cn � cn N 0 cy-) M O U L LI Q O J o Z :E 0- 0- U) ROLANDO NIGAGLIONI, P.E. z m 0 w Y U W SECOND FLOOR PLAN ROOF/ATTIC/STORAGE PLAN U Q GUARDRAIL NOTE: SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1'-0" O CONTRACTOR SHALL PROVIDE SIGNED AND SEALED Z ALUMINUM RAILING SHOP DRAWINGS, INCLUDING THE STRUCTURAL CALCULATIONS TO THE ENGINEER FOR z J REVIEW AND APPROVAL. Q O n H H Q0 N z0 O N O ry U 0 w Lu Z cn Q ENGINEER OF RECORD FLORIDA LIC.# 60494 SHEET# ,dk±ll,-O,, TOP OF TIE BEAM (+47.14' NGVD) t10'-8" TOP OF TERRACE (+46.80' NGVD) NORTH ELEVATION SCALE: 1 /4" = 1'-0" ZONE 4 +39.2 PSF —42.8 PSF u ±31'-6"Ah TOP OF RIDGE (+67.64' NGVD) ±2Q'-0"jh TOP OF BOND BEAM (+56.14' NGVD) t17'-8" TOP OF WIND AND DRS PROPOSED 42" (+53.80' NGVD) ALUMINUM GUARDRAIL (SEE GUARDRAIL NOTE) t10'-8" Ah TOP OF TERRACE (+46.80' NGVD) t8'-O» Ah- TOP OF WIND. & DRS. (+44.14' NGVD) t0'-0" PROPOSED F.F.E. (+36.14' NGVD) -0'-4" Ah PORCH (+35.39' NGVD) NOTE: CONTRACTOR SHALL PROVIDE SIGNED AND SEALED RAILING SHOP DRAWINGS, INCLUDING THE STRUCTURAL CALCULATIONS TO THE ENGINEER FOR REVIEW AND APPROVAL. PROPOSED 42" ALUMINUM GUARDRAIL (SEE GUARDRAIL NOTE) 'dk±11'-0" TOP OF TIE BEAM (+47.14' NGVD) t10'-8" TOP OF TERRACE (+46.80' NGVD) t7'-9" TOP OF GARAGE DOOR (+43.89' NGVD) (3) STORM VENTS W/INSECT SCREEN ON GARAGE DOOR 60 S.I. EACH. TOTAL 180 S.I. u u 1 1 —]H 1 1 1 f31'-6" TOP OF RIDGE (+67.64' NGVD) t 28'-O" TOP OF WINDOWS (+64.14' NGVD) ±20'-O"Ah TOP OF BOND BEAM (+56.14' NGVD) t17'-8" TOP OF WIND AND DRS (+53.80' NGVD) t10'-8" Ah TOP OF TERRACE (+46.80' NGVD) t8'-0" Ah TOP OF WIND. & DRS. (+44.14' NGVD) ±0,-O"Ak PROPOSED F.F.E. (+36.14' NGVD) -0'-4" PORCH MIJ (+35.39' NGVD) w Q 0 z O w Of 1 � I�INIMI I�I�1 D BTEK LLC CIVIL - MEP Phone: (954) 281-2760 email: julian@dbtekllc.com CA #33374 U C LO (.0 — o co co O w 2 sp L s U) Q U) E O O 06 U � o0 O C') E` M O �N O r O V N O U -2 -0 cr'-4 Q E c6 � ~ 2 J ui w Co pj �° E C � � �L O Q E M U) W o Z o O J C= L.L 0 M i Z Q Q J O CD w U 06 N CD o M z0 L1J o> O LO 0 Cam.) cn -0 C`7 LO O U L LI sz Q M O J o z :E 0- 0- cn ROLANDO NIGAGLIONI, P.E. ENGINEER OF RECORD FLORIDA LIC.# 60494 2 O } O z (n Q Q U) of z Z QO N o N rn LLI w O-j Q z I 0 SOUTH ELEVATION SCALE: 1 /4" = 1'-0" SHEET# w Q 0 f31'-6" TOP OF RIDGE (+67.64' NGVD) z O t28'-O" TOP OF WINDOWS (+64.14' NGVD) TM 12 8 �j� D B T E K 1 I � LLC CIVIL - MEP t20'-0" Phone: (954) 281-2760 TOP OF BOND BEAM email: julian@dbtekllc.com (+56.14' NGVD) CA #33374 t17'-8" TOP OF WIND AND DRS PROPOSED 42" (+53.80' NGVD) V '0 ALUMINUM GUARDRAIL C o (SEE GUARDRAIL NOTE) co Ll O -1 C C t11'-0" L � � L V/L 0 U) E ° TOP OF TIE BEAM t10'-8" (+47.14' NGVD) C U .0 o TOP OF TERRACE t10'-8" ° E co rn (+46.80' NGVD)=� TOP OF TERRACE04 (+46.80' NGVD) ° @ Q � m I- t7'-10» t8'-0" u) ° w TOP OF WIND. & DRS. TOP OF WIND. &DRS. o .� (+43.97' NGVD) (+44.14' NGVD) Cm CD •L {2 N E E (6 c: v) w o Z o C C C t0'-0" 'dk PROPOSED F.F.E. PROPOSED F.F.E. (+36.14' NGVD) (+36.14' NGVD) �/ J ,gk-2'-2" O c GARAGE LOWER ELEV. C'I (+34.52' NGVD) cn ,gk-2'-4" z FINISH GRADE (+34.38' NGVD) OCD CD Q Q 0 CD J cn 4-4' L CD EAST ELEVATION CD �;CD SCALE: 1 /4" = 1'-0" o..o,, z +- (n LC) W TOP OF RIDGE MIJ (+67.64' NGVD) = N Q U M O (� cn M U W Q • • °� t28'-0" N >, TOP OF WINDOWS NOTE: (+64.14' NGVD) CONTRACTOR SHALL PROVIDE SIGNED AND SEALED 0 U RAILING SHOP DRAWINGS, INCLUDING THE L STRUCTURAL CALCULATIONS TO THE ENGINEER FOR z 0- 0- U) 12 REVIEW AND APPROVAL. 8 / ROLANDO NIGAGLIONI, P.E. C t20'-0" JlIb- TOP OF BOND BEAM (+56.14' NGVD) t17'-8" TOP OF WIND AND DRS PROPOSED 42" (+53.80' NGVD) ALUMINUM GUARDRAIL (SEE GUARDRAIL NOTE) E 'dk t11,-0" TOP OF TIE BEAM (+47.14' NGVD) t10'-8" TOP OF TERRACE t10'-8" (+46.80' NGVD) ENGINEER OF RECORD TOP OF TERRACE (+46.80' NGVD) t8'-O" t8'-0" Ah TOP OF WIND. & DRS. TOP OF WIND. & DRS. (+44.14' NGVD) +44.14 NGVD z � I I } m I � w Y U w U C p U) f0'-0" f0'-0" m PROPOSED F.F.E. (+36.14' NGVD) PROPOSED F.F.E. (+36.14' NGVD) W _________________ >co DO N 16"W x 8"H VENT N Q W/INSECT SCREEN (2) 128 S.I. TOTAL 256 S.I. u) W w Q J o W W WEST ELEVATION SHEET# SCALE: 1 /4" = 1'-0" A502 STRUCTURAL PLANS) (TYP.) SECTION ri_'� SCALE: 1/4" = 1'-0" f31'-6" TOP OF RIDGE* NGVD) t28'-0" TOP OF WINDOWS (+64.14' NGVD) t 20'-0" TOP OF BOND BEAM (+56.14' NGVD) t17'-8" TOP OF WIND AND DRS (+53.80' NGVD) t10'-8" Ah TOP OF TERRACE (+46.80' NGVD) t8'-0" TOP OF WIND. & DRS. (+44.14' NGVD) t0'-0" PROPOSED F.F.E. 0- (+36.14' NGVD) ,gkf31'-6" TOP OF RIDGE (+67.64' NGVD) t28'-0" TOP OF WINDOWS (+64.14' NGVD) t20'-O" TOP OF BOND BEAM (+56.14' NGVD) TERRACE t10'-8" TOP OF TERRACE (+46.80' NGVD) CONCRETE TIE BEAM TOP OF WIND. &DRS. (SEE STRUCTURAL —/ (+44.14' NGVD) PLANS) . m e YPROPOSED F.F.E. (+36.14' NGVD) -2'-2" F GARAGE LOWER ELEV. (+34.52' NGVD) FFINISH GRADE (+34.35' NGVD) NOTE: CONTRACTOR SHALL PROVIDE RAILING SHOP DRAWINGS, IN( STRUCTURAL CALCULATIONS REVIEW AND APPROVAL. SECTION OIL-l'-2" GARAGE HIGHER ELEV. 2% SLOPE (+34.97' NGVD) SCALE: 1/4" = 1'-0" f � F- / �w / U / C) 0 0 Q i� w w \\ I I Z 0Ld 0 \ 00Z J cc Q W f / IF W UU UZ ---/ ' in Q W Ld II � I II ,� HALL ROOF VENT CALCULATION: 1,592 SQUARE FEET OF ROOF 1,592 - 150 = 10.61 SF (PROVIDE MIN. 11.00 SF OF ROOF VENT AREA). -SHINGLE ROOF (TYP.) NOTE: BALCONY DRAINAGE: FBC 1503.4, 1514.4 FOR EXTERIOR BALCONY SLABS, SLAB SURFACE SHALL BE SLOPED 3/16 UNIT IN 12 UNITS OR GREATER TO SAFEGUARD AGAINST POUNDING OF WATER. ACI 362.1 R-12 ±11,-O"Ak TOP OF TIE BEAM (+47.14' NGVD) �IIIIIIIIIIIIIII• KITCHEN CONCRETE FOOTING (SEE STRUCTURAL PLANS) (TYP.) WN W NEW SOFFIT t17'-8" WITH 4"x16" TOP OF WIND AND DRS VENT. 48" O.C. (+53.80' NGVD) BALCONY 1/4 :12 SLOPE CONCRETE TIE BEAM L (SEE STRUCTURAL PLANS) 1/4 :12 SLOPE w Q O U) z O cn w Ir 1 � I�INIMI I�I�1 ,jx D BTEK !yI L L C CIVIL - MEP Phone: (954) 281-2760 email: julian@dbtekllc.com CA #33374 cLO O co c: co O LL U L � Q 0 U) E O o 0tS U o a) M C L L ('') �� O °o @ N p ! U c ti a)ca U) ~ 2 w � m•�H 0) w- E C a) CD ca C U C C)W O ly O J O c: LL O0 c 1 Z 0 i CD CD CD L 00 CD Lu U M06 CD C:) M z W o> }, }, O cn C o �••' 0 U) U cn M M O U Lu Q • • °� C J W i OL M (a z 2 0- 0- cn ROLANDO NIGAGLIONI, P.E. ENGINEER OF RECORD FLORIDA LIC.# 60494 O 00 Z Q 0 '^ Vz N OO N CO U SECTION STRUCTURAL PLANS) (TYP.) LLi Lu o U) SCALE: 1/4" = 1'-0" SHEET# A503 ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE BOARD WALLS CEILING REMARKS ENTRY PORCH F-1 B-1 W-1 C-1 BULLNOSE @ STEPS & RISERS, SLIP RESISTANT FINISH WATERPROOFPROVIDE AFLOOR/WALL FOYER F-2 B-2 W-2 C-2 LIVING & DINING F-2 B-2 W-2 C-2 0 O 2 CAR GARAGE F-3 B-2 W-2 C-2 SLIP RESISTANT FINISH O J LL STAIRS F-5 B-2 W-2 C-2 BATHROOM 1 F-2 B-3 W-2 & W-3 C-2 DUROCK BOARD AS A BASE @ SHOWER LL A/C CLOSET F-4 B-2 W-2 C-2 LAUNDRY F-2 B-2 W-2 C-2 KITCHEN F-2 B-2 W-2 C-2 OFFICE/DEN F-2 B-2 W-2 C-2 COVERED PATIO F-1 B-2 W-5 C-1 BULLNOSE @ STEPS & RISERS, SLIP RESISTANT FINISH PROVIDE WATERPROOF TREAT, @ FLOORZWALL JOINTS BEDROOMS 1& 2 F-5 B-2 W-2 C-2 CLOSETS F-5 B-2 W-2 C-2 BATHROOM 2 F-2 B-3 W-2 & W-3 C-2 DUROCK BOARD AS A BASE @ SHOWER 0 O BALCONY F-1 B-2 W-1 C-1 SLIP RESISTANT FINISH O J LL_ MASTER BEDROOM F-5 B-2 W-2 C-2 0 z MASTER BATH F-2 B-3 W-2 & W-3 C-2 DUROCK BOARD AS A BASE @ TUB O U MASTER W.I.C. F-5 B-2 W-2 C-2 cn A/C CLOSET F-4 B-2 W-2 C-2 TERRACE F-1 B-1 W-1 SLIP RESISTANT FINISH COVERED TERRACE F-1 B-1 W-1 C-1 SLIP RESISTANT FINISH HALL F-5 B-2 W-2 C-2 ATTIC/STORAGE F-5 B-2 W-2 C-2 FLOORING: F-1 SLATE STONE/TILE (SELECTION BY OWNER.) F-2 PORCELAIN TILE (SELECTION BY OWNER) F-3 CONCRETE W/ SLIP RESISTANT FINISH F-4 EXPOSED CONCRETE/SLAB F-5 WOOD OR VINYL PLANKS (SELECTION BY OWNER) DACE: - WALLS: W-1 SMOOTH, MOISTURE PROTECTIVE STUCCO & PAINT (SELECTION BY OWNER) W-2 DOUBLE COAT WIPEABLE SEMI -GLOSS PAINT (COLOR SELECTION BY OWNER) W-3 PORCELAIN TILE (SELECTION BY OWNER) W-4 STONE/TILE (SELECTION BY OWNER) W-5 COMPOSED WOOD PLANKS B-1 SLATE STONE/TILE (SELECTION BY OWNER) CEILING: B-2 6" WOOD BASE TO MATCH FLOOR FINISH C-1 SMOOTH, MOISTURE PROTECTIVE STUCCO & PAINT (SELECTION BY OWNER) (SELECTION BY OWNER) B-3 PORCELAIN TILE (SELECTION BY OWNER) C-2 DOUBLE COAT WIPEABLE SEMI -GLOSS PAINTED GWB CEILING (COLOR SELECTION BY OWNER) EMERGENCY ESCAPE AND RESCUE WINDOWS SHALL COMPLY WITH FBC 1005.3 -CLEAR OPENING WIDTH SHALL BE 20 INCHES MINIMUM -CLEAR OPENING HEIGHT SHALL BE 24 INCHES MINIMUM -CLEAR OPENING AREA SHALL BE 5.7 SQ. FT. MINIMUM EXCEPT THAT GROUND FLOOR ESCAPE AND RESCUE WINDOWS ARE ALLOWED TO HAVE A MINIMUM CLEAR OPENING AREA OF 5.0 SQ. THE BOTTOM OF THE CLEAR OPENING (SILL HEIGHT) SHALL BE NO MORE THAN 44 INCHES ABOVE FLOOR. GLAZING SINGLE/TINT IMPACT U_FACTOR: 1.06 - SHGC 0.43 O MULLION 14.3 SF I 24.6 SF OL MULLION 16.5 SF 16.5 SF El DOOR NOTES: 1. ALL HARDWARE SHALL BE FURNISHED BY THE GENERAL CONTRACTOR. 2. INTERIOR DOOR, UNLESS OTHERWISE NOTED, SHALL BE GRADE. 3. PROVIDE WALL & FLOOR STOPS AS REQUIRED . PROVIDE SILENCERS TO ALL METAL FRAMES. 4. HOLLOW METAL DOOR TO BE 16 GAUGE. 5. PRODUCT APPROVAL PER WINDOWS/ STORE FRONTS MUST BE SUBMITTED TO BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSPECTION OF SUCH PRODUCTS. ALSO SHALL BE DESIGNED TO MEET WIND PRESSURE AS PER ASCE 7-94. 6. UNLESS NOTED OTHERWISE, INTERIOR DOORS ARE WOOD OR MASONITE, EXTERIOR DOORS ARE METAL. 7. SLIDING DOOR WITH NOMINAL 32" CLEAR OPENING TO BE PROVIDED BY MANUFACTURER. 8. ALL STEEL FRAMES ARE GALVANIZED PRIMED AND PAINTED. 9. ALL WINDOWS AND EXTERIOR GLASS DOORS SHALL HAVE IMPACT RESISTANCE GLASS. 10. FIRE DOORSANa-FRAMES SHALL BE U.L. "B" LABELED RATED 1-1/2 HOURS. 11. ALL EXIERIOR DOORS 10 HAVE WAIER SIRIP:399 AV. VINYL DORBIN OR APPROVED EQUAL. 12. HINGES AT EXTERIOR METAL DOOR TO BE NON -REMOVABLE PIN WITH SECURITY STUDS TYPE. 13. REFER TO SPECIFICATIONS FOR HARDWARE SCHEDULE AND ADDITIONAL INFO. 14. ALL EXTERIOR DOORS TO BE DADE COUNTY PRODUCT APPROVED. 162 SF MULLION OK 16.0 SF 13.0 SF c 84.0 SF SECURITY AND FORCED ENTRY PREVENTION 1. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH IN CHAPTER 36 OF THE FLORIDA BUILDING CODE. 2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LB. APPLIED IN ANY MOVEABLE DIRECTION AND IN ACCORDANCE WITH RESISTANCE STANDARDS SET FORTH IN THE SOUTH FLORIDA BUILDING CODE. 3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING AUXILLIARY SINGLE DEAD BOLT WITH HARDENED BOLT INSERTS. 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF SHALL HAVE MULTIPLE POINTS OF LOCKS WITH 5/8" MIN. THROW BOLTS WITH INSERTS. 5. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE RABBETTTED OR OF SIMILAR FABRICATION TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND LATCHES. 6. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON REMOVEABLE PINS AND NON -EXPOSED SCREWS. 7. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS ISTITUTE'S STANDARD 297.1. 8. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD INSTITUTE'S STANDARD 297.1. 9. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE ARCHITECTURAL ALUMINUM MAGS ASSOCIATION STANDARDS FOR FORCE ENTRY RESISTANCE , AAMA 13033 PROVIDE LOCKS AS PER SFBC 3603.2(A) (B) 2(AA) AND (C) EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF WITHSTANDING A FORCE OF 150 LB. APPLIED IN AN OPERABLE DIRECTION. 10. EXTERIOR WINDOW USED AS A MEANS OF ESCAPE SHALL ALSO COMPLY WITH A DOOR SCOPE OR VISION PANELS. 11. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANELS. WINDOW AND DOOR NOTES: 1. ALL DIMENSIONS AND MASONRY OPENINGS SHALL BE VERIFIED WITH MANUFACTURER PRIOR TO COMPLETING THE MASONRY WORK ON THE OPENINGS. 2. WINDOW & EXTERIOR DOOR CONTRACTOR SHALL OBTAIN AND PAY FOR SEPARATE PERMIT 3. WINDOWS SHALL COMPLY WITH ST. LUCIE COUNTY WIND AND IMPACT REQUIREMENTS CONTRACTOR SHALL ESTIMATE ST. LUCIE COUNTY APPROVED 'IMPACT' WINDOWS AS BASE BID AND APPROVED STANDARD WINDOWS WITH APPROVED SHUTTERS AS AN ALTERNATE. 4. ALL WINDOW TO FOLLOW ELEVATION FOR MOUNTINGS AND STYLES, WINDOW COMPANY SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO CBS WALL INSTALLATION 5. ALL WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH LATEST REQUIREMENTS OF THE FBC & LOCAL ORDINANCES 6. ALL EXTERIOR DOORS WITH GLAZING AND SIDELIGHTS SHALL BE CAT II SAFETY GLASS, PER FBC R4410. 2. 62 - ANY GLAZING ADJACENT WITHIN 48 INCHES OF A DOOR IN THE CLOSED POSITION SHALL BE CAT II SAFETY GLASS, PER FBC R4410. 2. 4. 3. 7. ALL DOOR HARDWARE SHALL BE LEVEL TYPE, STYLE AND FINISH AS SELECTED BY OWNER PROVIDE 3 HINGES AT EACH DOOR. 8. PROVIDE 1"X4" P.T. WD. BUCK, EMBED WITH CAULK AND SECURE WITH HILTI PINS CRS 099-112 HC AT 12" 0. C. , 3" FROM TOP & BOTTOM OR PER MANUF APPROVED ASSEMBLY. 9. BATHROOM DOORS SHALL BE THE TYPE THAT ALLOW OPENING FROM OUTSIDE IN CASE OF AN EMERGENCY. CLOSET LATCHES SHALL BE THE TYPE THAT CHILDREN CAN OPEN FROM INSIDE THE CLOSET. 10. EXTERIOR THRESHOLD SHALL BE WATERTIGHT. 11. ALL OPERABLE WINDOWS SHALL BE PROVIDED WITH SCREENS r/ MULLION O TYP. OF 3 F FIXED 6.9 SF 13.6 SF 13.6 SF 13.6 SF 13.6 SF E NOTES: 1. ALL EXPOSED SLABS (U. N. 0.) SHALL RECEIVE A PROTECTIVE CLEAR MATTE SEALER AS ACCORDING MANUFACTURER'S RECOMMENDATIONS. 2. THE UNDERSIDE OF ALL CONCRETE SLABS SHALL BE EXPOSED (U. N. 0.) WITH A SMOOTH SURFACE. CONTRACTOR TO USE SMOOTH FORM WORK TO ACHIEVE A UNIFORM SMOOTH SURFACE WITH NO FORM SEAMS. THIS APPLIES TO ALL EXPOSED CONCRETE WALL, BOTH INTERIOR AND EXTERIOR. 3. ALL EXTERIOR CONCRETE SLABS SHALL RECEIVE A LIGHT BROOM FINISH. 4. ALL INTERIOR EXPOSED STEEL ELEMENTS (U. N. 0. )TO RECEIVE PAINT FINISH. 5. ALL EXTERIOR EXPOSED STEEL ELEMENTS TO RECEIVE RUST PREVENTIVE PAINT (RUST-OLEUM OR EQUAL). 6. ALL EXTERIOR EXPOSED ALUMINUM ELEMENTS TO RECEIVE PREVENTIVE COATING AS ACCORDING MANUFACTURER'S RECOMMENDATION. 7. ALL STUCCO SURFACES TO RECEIVE A LIGHT TEXTURE AND PAINT FINISH. 8. MOISTURE RESISTANT GYPSUM BOARD SHALL NOT BE USED ON CEILINGS WITH FRAMING >16" 0. C. 2020 FBC RESIDENTIAL SECTION R702.4-2. 9. PROVIDE CEMENT BOARD BACKER FOR WALL TILE IN TUB AND SHOWER AREAS, 2020 FBC SECTION R702-4-2. 10. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN 200 PER R302.9.1 AND A SMOKE DEVELOP INDEX NOT GREATER THAN 450 PER R302.9.2. 11. FOAM PLASTIC INSULATION SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN 75 PER R302.9.1 AND A SMOKE DEVELOP INDEX NOT GREATER THAN 450 PER R302.9.2. APPLIANCE NOTES: 1. CONTRACTOR SHALL COORDINATE ROUGH -IN DIMENSIONS OF ALL APPLIANCES AND VERIFY FIELD CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS. 2. ALL APPLIANCES TO BE SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. OWNER'S REPRESENTATIVE TO PROVIDE LIST OF ALL APPLIANCES TO BE INSTALLED, ALONG WITH THEIR INSTALLATION REQUIREMENTS AND RECOMMENDATIONS. CONTRACTOR TO CONTACT ARCHITECT IN CASE OF ANY DISCREPANCY BETWEEN THE DOCUMENTS, OWNER'S REPRESENTATIVE'S SPEC'S PRIOR TO INSTALLATION AND/OR ROUGH INS. INTERIOR FINISH MATERIAL CLASSIFICATON: • NFPA 101 DWELLING OCCUPANCIES CHAPTER 24 • INTERIOR WALL AND CEILING FINISH MATERIAL SHALL BE CLASS A, B, C AND SHALL COMPLY WITH SECTION 10.2 • INTERIOR FLOOR FINISHES SHALL HAVE NO REQUIREMENTS. • CONTENTS AND FURNISHING SHALL COMPLY WITH NFPA 101 SECTION 10.3FOR NON -SPRINKLED BUILDINGS. INSULATION VALUES: • CEILING: R-30 • WALL: R-5 MIN. 25.3 SF 13.0 SF LR G' LHSR RECOMMENDED SIDEROOM 112" BOLTS- @2'O.C. GALVANIZED CONTINUOUS CLIP MOUNT REVERSE ANGLE DOOR OVERLAPS JAMB 1 " EA. SIDE 2" GALVANIZED DOOR TRACK STOP MOLDING BY DOOR INSTALLER 3 1/4"- CENTER STILE DIR DEPTH INTO THE ROOM A 0 REQUIRED BR4CE W > ° ° °°°° ° ° a HORIZONTAL TRACK k �U ° ° SECTION ';4A " TYPICAL HANGER ANGLE ASSEMBLY (BY OTHERS) x i o c� 2 NUMBER OF CLIPS MAY VARY 0 RUBBER SEALANT d ' 27' SLOPE d OW RHSR RECOMMENDED OPENING WIDTH SIDEROOM 114" 14 GA. #1 HIGH GRADE COMMERCIAL HARDBOARD HINGE o GARAGE DOOR JAM DETAIL Z14GA. GRADUATED N.T.S. END HINGE � GARAGE DOOR DETAIL A504 N.T.S. 5 3/16" END STILE 2" STEEL ROLLER EXTERIOR DOOR SCHEDULE OX QTY SIZE (WxH) TYPE FINISH MATERIAL GLASS TYPE U-FACTOR SHADING COEFF. IMPACT REMARKS EXPIRATION DATE O1 1 37),2' x 96" OUTSWING ENTRY DOOR WHITE ALUM/GLASS GRAY 1.06 0.25 YES FL #15210-R7 12-31-21 O2 1 216" x 108" GARAGE DOOR WHITE STEEL - - - YES NOA #20-0922.17 04-11-23 0 1 126" x 96" SLIDING GLASS WHITE ALUM/GLASS GRAY 1.11 0.23 YES NOA #20-0429.09 02-12-25 ® 3 72" x 80" SLIDING GLASS WHITE ALUM/GLASS GRAY 1.11 0.23 YES NOA #20-0429.09 02-12-25 1 36" x 80" OUTSWING DOOR WHITE ALUM/GLASS GRAY 1.02 0.26 YES NOA #20-0427.01 10-18-22 © MOT USED 1. ALL INTERIOR DOORS SHALL BE PREHUNG TYPE 2. CONTRACTOR SHALL COORDINATE WITH OWNER FOR HARDWARE TYPE FOR INTERIOR DOORS 3. CONTRACTOR SHALL COORDINATE WITH OWNER FOR GLASS TYPE WINDOW SCHEDULE O QTY SIZE (WxH) TYPE FINISH MATERIAL GLASS TYPE U-FACTOR CODING SHAIN IMPACT REMARKS EX IIAATION OA 4 37" x 63" SINGLE HUNG WHITE ALUM/GLASS GRAY 1.04 0.25 YES NOA #20-0401.11 08-23-23 OB 1 24" x 96" ENTRY DOOR SIDELITE WHITE ALUM/GLASS GRAY 1.06 0.25 YES FL #15210-R7 12-31-21 OC 8 37" x 50%" SINGLE HUNG WHITE ALUM/GLASS GRAY 1.04 0.25 YES NOA #20-0401.11 08-23-23 OD NOT USED OE 3 37" x 27" HORIZONTAL SLIDING WHITE ALUM/GLASS FROSTED 1.06 0.25 YES NOA #20-0406.04 08-23-23 O 4 32" x 60" FIXED WHITE ALUM/GLASS GRAY 0.99 0.27 YES NOA #20-0401.10 02-19-24 OG 3 1 "x2.75" x 59" MULLION WHITE ALUM - 1.06 0.25 YES NOA #20-0406.03 05-26-26 OH 1 60" x 50W HORIZONTAL SLIDING WHITE ALUM/GLASS GRAY 1.06 0.25 YES NOA #20-0406.04 08-23-23 O NOT USED OJ 1 36" x 52" FIXED WHITE ALUM/GLASS GRAY 0.99 0.27 YES NOA #20-0401.10 02-19-24 OK 1 2%6" x 96" MULLION WHITE ALUM - 1.06 0.25 YES NOA #20-0406.03 05-26-26 OL 2 1 "x2.75" x 62" MULLION WHITE ALUM - 1.06 0.25 YES NOA #20-0406.03 05-26-26 1. VERIFY OPENINGS BEFORE CONSTRUCTION - NOTIFY ARCHITECT/ENGINEER IF PROBLEM OCCURS. 2. PROVIDE SCREENS FOR ALL OPERABLE WINDOWS 3. CONTRACTOR SHALL COORDINATE WITH OWNER FOR GLASS TYPE DOORS & WINDOWS: 1. ALL NEW WINDOWS AND DOORS ARE TO BE IMPACT RESISTANT. PROVIDE CATEGORY II GLAZING 2. ALL NEW WINDOWS AND DOORS SHALL COMPLY WITH NOTED WIND PRESSURES AND HAVE CURRENT MIAMI-DADE COUNTY PRODUCT CONTROL APPROVAL W/ CURRENT NOTICE OF ACCEPTANCE (NOA) NUMBER. WINDOW EGRESS REQ'S. 3. EGRESS WINDOWS SHALL PROVIDE A SILL HEIGHT OF NOT MORE THAN 44 IN., A NET CLEAR OPENING OF AT LEAST 5.7 SQ. FT., A MIN. CLEAR OPENING HEIGHT OF 24 IN., AND A MIN. CLEAR OPENING WIDTH OF 20 IN. w Q 0 cn z 0 Ln > w 1 � I�INIMI I�I�1 D BTEK pop L L C CIVIL - MEP Phone: (954) 281-2760 email: julian@dbtekllc.com CA #33374 ULO o co co O U- w L � U a c: u) E O O 06 U 75 o0 � M c: O E M O o @N rn U -o -0 c'4 Ui ~ 2 J .. w pj � E c a) E M U) O7 C o W o z o O J c: LL 0 M i Z Q Q J O a �Mo W U 06 M o M Z,.1, w o> OU) U) C) 4Z3 0 Cn U U)0 N 04 co LO Z3 O U w Q Q O J Z : Cn ROLANDO NIGAGLIONI, P.E. ENGINEER OF RECORD FLORIDA LIC.# 60494 z U) m J 0 w Y U w_ U w O0 o Q Q coz Qz Q U) of ow _ Z J N Q Q 0 N O w rn w OU Q C) U) 0 SHEET# UNDERSIDE OF CEILING 3 1/2" SOUND ATTEN. FIRE BLANKETS. FULL VARIES THICK GATT. FLOOR TOP & BOTTOM TRACK TO UNDERSIDE OF (2) GALV. STEEL STRUCTURE. STUDS @ EA. JAMB (TYPICAL) WOOD TILE FINISH T, (FINISH SCHEDULE) 1/2" CEMENTITIOUS BOARD 3 1/2" SOUND ATTEN. 5/8" GYPSUM BRID. FIRE BLANKETS. FULL (USE TYPE "X" WHERE THICK BATT. FLOOR T- TO UNDERSIDE OF 3-5/8" OR 5-5/8" MTL. STUDS @ REQUIRED, SEE WALL ALUM. FRAME W/ L 24" O.C. FULL HEIGHT 4 ANCHORS PER JAMB. TYPES) WOOD STRUCTURE. 3-5/8" METAL STUDS TYP. @ 24" O.C. (6" WHERE SHOWN ON PLAN) CAULKING ON BACKER ROD CONT. cn S.C. WOOD ui (2) GALV. STEEL Ar LLJ /2" GYPSUM WALLBOARD SEE DOOR SCHEID. STUDS @ EA. JAMB APPLIED HORIZONTAL FULL HEIGHT FULL HEIGHT (TYPICAL) I SOUND ATTENUATION WITH STAGGERED JOINTS BATT INSUL. d 1/2" GYPSUM WALLBOARD S.C. WOOD DOOR SEE SCHEDULE ON BACKER JOBTEK CAULKING kp X, ALUM. FRAME W/ CONT. SEALANT BEAD 5/8" GYPSUM BRD.— ROD CONT. @ TOP & BOTTOM 4 ANCHORS PER JAMB. (USE TYPE "X" WHERE Auvo LLC TOP OF SLAB REQUIRED, SEE WALL CIVIL - MEP e aff eq. eq. TYPES) Phone: (954) 281-2760 email: julian@dbtekllc.com CA #33374 I NT. WALL@ WET AREAS WOOD DOOR HEAD DETAIL WOOD DOOR JAMB DETAIL NON -RATED PARTITION- r2 4 I\L50�5 SCALE: 1/2" 1'-0" ��O�5 SCALE: 1/2" 1t-0" ��O�5 SCALE: 3$' 1$-0" ��O�5 SCALE: 3" 1'-0t' LO (.0 0 co co 0 U- 2 ssp p *- -r U) c- c: u) E ( 0 0 0 od 0 O c) c) 0 @ A"M -80 C'4 5_ co U) -2 c UJI pj Em c: a) 2'-4 5/8" ALUM. & GLASS -a SHOWER ENCLOSURE E SET ON CONT. BED U) OF SEALANT THIN SET TILE OVER W.P. MEMBRANE I I Lu C) zzz WRAP SHOWER PAN OVER CURB ,,--1/2" CEMENTITIOUS z WALL BOARD CERAMIC TILE GALV. MTL STUDS OR 7/8" GALV. FURRING ON WALLS ALIGN FACE WHERE APPLICABLE OF CURB TILE W/ 0 WALL BASE 1"X3" P.T. WOOD o SEALANT JOINT 0 LL cy) SHRINKAGE MESH U) ui I U) c:) < z C) M MORTAR BED SLOPE TO DRAIN < 0 g < c) W co ----SHOWER PAN ®WALL TO a_ C) EXTEND 3" ABOVE TOP OF SHOWER CURB uj Ins TILE SET IN 06 MORTAR OVER �o 0 > W.P. MEMBRANE z 4- U) LO c Ljj 0 c� 3/4" MIN., TYP. 1'-7 3/16 Z3 :3 CONC. CURB in 0 0 W/# 5 BAR CONT. U) -0 L0 MORTAR BED - U) 0 co SLOPE TO DRAIN uj < U) 0 o r6 z 5 TILE SHOWER CURB TILE SHOWER PANWALL� Q U � �O�5 SCALE: 1/2"1'-0"L50�5SCALE: 1/2"1'-0" :�E U) ROLANDO NIGAGLIONI, P.E. R-5.0 INSULATION CMU WALL CONTINUOUS CAULK/SEALANT 3/4" WOOD EXTERIOR —WINDOW FASTENER THRU WOOD ALL AROUND. FURRING @ 16" 5/8" STUCCO WOOD BUCK AS PER MDC BUCK AS PER CONCRETE BLOCK (C.M.U.) GYPSUM WALLBOARD PRODUCT APPROVAL MDC PRODUCT APPROVAL WINDOW FASTENER THRU 5/8" GYPSUM WOOD BUCK AS PER MDC 5/8" STUCCO BOARD —CONTINUOUS NOTE: PRODUCT APPROVAL CONTINUOUS CAULK/SEALANTAROUND ZL USE WATER RESISTANT A It 5/8" STUCCO CAULK/SEALANT ALL SIDES OF OPENING. DRYWALL IN ALL WET AREAS. ALL AROUND. SILL (TO BE SELECTED BY ENGINEER OF RECORD --,*----CONCRETE TIE BEAM. (SEE SLOPE STUCCO <7 OWNER) TYP. EXTERIOR WALL TYPE FLORIDA LIC.# 60494 STRUCTURAL DRAWINGS) CONCRETE WINDOW SILL. (SEE STUCCO NOTES: STRUCTURAL DRAWINGS) 2� CONTINUOUS ALL EXTERIOR PORTLAND CEMENT PLASTER CAULK/SEALANT "STUCCO' MUST COMPLY WITH FBC: SECTION 2516 AND AS REQUIRED. CONTINUOUS APPLICATION REQUIREMENTS ASTM C 926. CAULK/SEALANT AROUND 5/8" STUCCO INSTALLATION OF EXTERIOR LATHING AND FRAMING U CONTINUOUS ALL SIDES OF OPENING. GYPSUM WALLBOARD WOOD BUCK AS PER MDC_/ SHALL COMPLY WITH APPLICATION REQUIREMENTS CAULK/SEALANT ALL PRODUCT APPROVAL tGYPSUM WALLBOARD OF ASTIM C 1063, STUCCO FINISHES PER SPECS: AROUND. \\\---WINDOW FASTENER THRU 0 7/8"' MIN. THICKNESS OVER WOOD FRAMING WOOD BUCK AS PER MDC WOOD BUCK AS PER MDC REINFORCED GROUT FILLED CELL. AREAS. J PRODUCT APPROVAL (SEE STRUCTURAL DRAWINGS) 5/8" MIN. THICKNESS OVER MASONRY AREAS.o PRODUCT APPROVAL CONCRETE BLOCK (C.M.U.) �ONTROL JOINTS AS PER FBC: 2017 z Lli 0 04 CD LLI M z 6i TYPICAL CMU WALL < r8 r7 WINDOW/DOOR HEAD DETAIL WINDOW SILL DETAIL WINDOW/DOOR JAMB DETAIL INSULATION DETAIL SHEET# 1\ 504 SCALE: 1/2" = 1'-0" �A505