Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Building Plans
3LDG. DESIGN DATA CODES: FLORIDA BUILDING CODE 2020 7 TH. EDITION NFPA 101 LIFE SAFETY CODE 2018 EDITION NFPA-72 NATIONAL ELECTRIC CODE 2017 A5CE 7-10 DESIGN CRITERIA PROPOSED OCCUPANCY GROUP R3 AUTOMATIC SPRINKLER SYSTEM No TYPE OF CONSTRUCTION TYPE V B L.S.C. OCCUP. CLA551F. FPA 101 SINGLE FAMILY RESIDENCE L.S.C. HAZARD CLA551F. FPA 101 ORDI ART UMBER OF STORIES 2 MFA 5 OF EGRESS PER FLOOR 2 BASIC WIND SPEED mph 170. RISK CAT. 11 WIND IMPORTANCE FACTOR 1.0 WI D EXPOSURE CATEGORY C VELOCITY PRESSURE 39.2 INTERNAL PRE55URE COEFFICIENT t.15 MINIMUM SOIL PRESSURE sf 2000 FLOOR LIVE. LOA05 f. 40. FLOOR DEAD LOADS Pef. 30 TOTAL MIN. FLOOR LOADS PsF. 70 ROOF LIVE LOAD Psf. 30 ROOF DEAD LOAD Psf. 25 TOTAL MIN. ROOF LOADS P51. 55 X. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC P rc 5E EU400D AVE �u a N 0 5E FALL.CN DR 5E CARNIVAL AVE File: E.1633 hidden river dr port st lucie - Bing Maps. pdf Midiftlor invalid reference INDEX CVR COVER SHEET NOTES GENERAL NOTES SP-I EXISTING SITE SP-2 PROPOSED SITE PLAN L-1 EXISTING LANDSCAPE * REMOVAL A -I GROUND FLOOR PLAN A-2 2 ND FLOOR PLAN A-3 ELEVATIONS A-4 ELEVATIONS A-5 STAIR/RAILING SECTIONS 5-1 FOUNDATION PLAN S-2 FRAMING PLAN 5-3 BUILDING SECTION / DETAILS 5-4 ROOF TRUSS LAYOUT 5-4.1 ROOF TRU55 / BEAM PLAN S-5 WALL SECTION / DETAILS E-1 GROUND FLOOR ELECTRICAL PLAN E-2 2 ND FLOOR ELECTRICAL PLAN P-1 GROUND FLOOR PLUMBING PLAN P-2 2 ND FLOOR PLUMBING PLAN P-3 PLUMBING NOTES / DETAILS M-I MECHANICAL PLAN M-2 MECHANICAL NOTES SCOPE OF WORK NEW RESIDENCE SINGLE FAMILY RESIDENCE 3 BEDROOM 3.5 BATIK" 2 CAR WALL SYl" BOLS TITTffITTffTRTf 1W.LLLLLW_LLLL MA50NRY CON5TRUCTION TYPICAL lTl"ITfT�ITf1TfT 1LLLLLLLll1LLL GROUT FILLED CELL SEE FOUNDATION PLAN POURED CONCRETE COLUMN TfTTT�fIT1T 1W1�ll1 NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION FRAME CONSTRUCTION ABOVE OR BELOW ---- _ = POTSHELF _ .. HEIGHT AS NOTED "[ZsG!!!lll_!J_l.Ci DROPPED SOFFIT LE55 @ 8'-0' UNLE55 NOTED ARCHED OPENING SEE PLAN OR.. ELEV. f— FEET WW iy_INCHE5 DENOTE5 DOOR AND WINDOW SIZE (TYPICAL) FILF COP PAUL CHARETTE A.I.A. LICENS "` 0016279 �•CjE �V O, R� LE A. LICENSE --;s 784 O_ I— ►-- O J LLJ p t-� O J E-4 Q O � U W O J o E-+ I- O F-1 (n ' ' = LO al z Q O ' J �) a- E-+ ♦ E 0 ; Q � r, W w = ~ E_4 �i ++ 00LLJ U coNUa , -t cN Q Ln W N N C) O O , h-r-1 N W U W z L Li � L� U) L W ULiQ Q _W —_ 1 I�_— f LL_I / n C / � W I— O '. J Q r� o _ 0 0 U CD n N STARTED: 04 08 2020 PRELIM: PRELIM FINAL: CONST DOGS: 06 08 2020 BLDG DEPT: 09 04 2020 BLDG'DEPT: BLDG 'DEPT: AS-BUILTS: SCALE: SHEET V R GENERAL NOTES I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2017 (p TH EDITION 2. ALL DIMENSIONS 4 CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE PROCEEDING WITH WORK. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS AT ALL TIMES. 3. THE DESIGNER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES, ERRORS AND/OR 0MI5510N5 ON THE PLANS. 4. CONTRACTOR SHALL ADHERE TO. T44E:REQUIREMENTS OF F.B.C. CHAPTER 33 FOR SAFETY STANDARDS PERTAINING To CONSTRUCTION PROCEDURES, I.E. EXCAVATION, STORAGE OF MATERIALS, SCAFFOLDS, SAFEGUARDS, TEMP. STAIRS. 5, ALL CEILING HEIGHTS ON FIRST FLOOR ARE TAKEN FROM 0-0" 6. ALL.: CEILING HEIGHTS ON SECOND FLOOR ARE TAKEN FROM TOP OF 5U5 FLOOR OR BYP-CRETE. NON -BEARING INTERIOR PARTITIONS I. ALL INT NON BEARING PARTITIONS SHALL BE .METAL OR WOOD STUDS 4 RUNNERS OF CHANNEL OR "G" SHAPE OR P.T. WOOD. HOT DIPPED GALV. WITH 1/2" MIN, GYP BIRD EACH SIDE. SPANS BETWEEN DRYWALL SUPPORTS SHALL NOT EXCEED 24' C/C. FIRESTOPS SHALL BE PROVIDED AT CEILINGS AND FLOOR LEVELS AND AT MID HGT. OR NOT TO EXCEED B' HEIGHT. 2. NON -BEARING INTERIOR PARTITION BASE TRACK ATTACHED WITH POWER ACTUATED TO FASTENERS 16" ox. 4 1.5" LONG. (TYPICAL' UNLESS NOTED OTHERWISE) ANCHORAGE I. METAL 4 WIRELATH: FASTENING SHALL BE PER F.B.C.2017 CHAPTER 25 SECTION 2514.3. LATH SHALL BE NAILED TO SUPPORTS W/ II GA. GALV. BARBED NAILS 1-1/2" LONG HAVING A HEAD NOT 'LESS THAN 3/8 INCH 0 FOR HORIZONTAL SUPPORT5. PROVIDE 3/4" PENETRATION OF FASTENER ON VERTICAL SUPPORTS. DOORS I NINDOWS SLIDING GLASS DOORS AND SWING DOORS SHALL BE SAFETY GLAZING PER THE SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS. I. PER F.B.G. 2017 CHAPTER 10 SECTION 1025 - ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS 4 PROVIDING A CLEAR OPENING OF NOT LE55 THAN 20 INCHES WIDTH, 24 INCHES HEIGHT 4 5.7 50. FT. IN AREA. THE GROUND FLOOR OPENINGS HAVE A MIN. 5.0 SQ. FT. IN AREA. THE BOTTOM OF THE. OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR 4 NO PART OF. THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE FINISHED FLOOR. 2. WINDOWS INDICATED AS.EGRE55 MUST BE. MANUFACTURED TO. CONFORM TO THE BUILDING CODE WITH RESPECT TO MINIMUM EMERGENCY EGRESS REQUIREMENTS PER N',F.P.A. 101 CHAPTER 24-2. 3. ALL WINDOWS SHALL MEET EGRESS, LIGHT 4 VENTILATION REQUIREMENTS. 4. OPERATING MECHANISMS ON SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. 5. PROVIDE TEMPERED GLA55 @ ALL OPENINGS WITHIN 240 OF ALL DOORS. 6. PROVIDE THRE51�10LD 4 WEATHERSTRIPPING @'ALL EXTERIOR DOORS. 7. ALL FIXED GLA50 SHALL MEET THE REQUIREMENTS OF THE F.B.C. 2017 CHAPTER 24. B. ALL DOOR 4 WINDOW BUCKS SHALL BE ANCHORED WITH 1-3/5" X Oqq 0 trBO5TITCH, HITACHI, HILTI, ATRO OR EQUAL). COIL NAILS SHOT PNEUMATICALLY P 6' C/C STAGGERED. U.N.O. ALUMINUM SASH SHALL BE ANCHORED W/ 3/16" CORROSION RE515TANCE APPROVED CONCRETE SCREW ANCHORS W/MIN. 1-1/4" EMBEDMENT INTO BLOCK/CONC. ANCHORAGE 15 DE51GNED TO ACCEPT MAX. 3/16" FIXED GLA55 4 3/16' BUTT FIXED GLASS. (MAX. 4q SQ. FT. GLASS). 5/4" DOOR : JAMBS SHALL BE FASTENED TO BUCKS W/ (2) #10. FINISH. NAILS (SIDE BY SIDE) SPACED @ :18" C/C. q. ALL SLIDING GLA55 DOORS 4 FRENCH DOORS SHALL BE TEMP. PER F.B.C. 2017 CHAPTER 24. 10. FRAME TO BUCK TOLERANCE SHALL BE PER WINDOW.MFGR. BUCK TO OPENING TOLERANCE SHALL BE MAX.. 1/4" TOTAL OPENING. II. ALL GARAGE DOOR BUCKS (HEADER 4 JAMB) SHALL BE MIN. 2 X 6 . P.T. WOOD ATTACHED W/ Y/4" 0 TAP -CON @ 18" C/C STAGGERED (MIN. 1.-3/4" EMBEDMENT) PROVIDE WASHER @ EACH ANCHOR. IF ANCHOR HAS WASHER INTERGRAL W/ HEAD PROVIDE. ADDITIONAL WASHER. 12. MANUFACTURERS METHODS OF ATTACHMENT SHALL PREVAIL W44EN 5U5MITTED WITH COMPLETE INSTRUCTIONS. FINISHES I. MIRRORS IN EXCESS OF q S.F. SHALL BE DIRECTLY SECURED TO SUPPORTS 4 SHALL NOT BE HUNG. NOTE- MIRROR INSTALLATION PER MFGR. SPECIFICATIONS 2. SHOWER COMPARTMENT WALLS TO 72" A.F.F. -4 BATHROOM FLOORS 4 BASE SHALL BE IMPERVIOUS MATERIALS PER F.B.C. 2017 RESIDENTIAL CHAPTER SECTION 307.2. TILE SELECTION BY OWNER. 3. ALL WATER CLOSETS 4 LAVATORIES SHALL HAVE 15" MIN. CLEARANCE IN FRONT OF FIXTURE FROM THE CENTER LINE OF FIXTURE 4 151 TO ANY SIDE FIXTURE OR FINISHED SURFACE PER F.B.G. 2014 RESIDENTIAL CHAPTER 3 SECTION 307.2. 4. ALL SHOWERS SHALL HAVE MIN. 900 50. IN. CLEAR FINISH W/ 30" MIN. DIM. 5. PROVIDE TEMPERED GLA55 @ ALL TUB 4 SHOWER ENCLOSURES. BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES TO BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE. AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. NUMBERALS SHALL BE AT LEAST (4) POUR INCHES IN HEIGHTS FOR RESIDENTIAL BUILDINGS..." STRUCTURAL NOTES CONCRETE I. ALL CONCRETE TO HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS .UNLESS NOTED OTHERWISE. CONCRETE PER ASTM C95. CONCRETE WORK PER ACI 301, LATEST EDITION. REFER TO FOUNDATION NOTES FOR FOUNDATION. 2, ALL REINFORCED STEEL TO BE ASTM A-615 GRADE 60, BENT, LAPPED AND PLACED IN ACCORDANCE WITH THESE DRAWINGS AND THE LATEST SPECIFICATIONS IN ACI BIB. ENGINEERED UNIT "fASONRY CONCRETE UNITS I. CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C90-qO AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF Ig00 P.S.L 2. PRE -CAST LINTELS SHOULD BE PRE-CAST/PRE-STRESSED CONCRETE UNITS MANUFACTURED BY "CAST-CRETE" (OR EQUAL). INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURERS'. SPECIFICATION. SUBSTITUTION. SHALL NOT BE PERMITTED W/O WRITTEN APPROVAL BY THE DESIGNER/ENGINEER END BEARING SHALL NOT BE LESS THAN FOUR (4) INCHES. MORTAR TYPE I. M OR 5 PER ASTM C 270-015 (CEMENT/LIME) GROUT 1. GROUT SHALL CONFORM TO ASTM DESIGNATION C476-q5 W/ A MIN.. COMPRESSIVE STRENGTH OF 3000 P.S.I. @ 26 DAYS. 2. THE MIX DE51GN SHALL BE APPROVED BY THE ENGINEER. 3. ALL GROUT SHALL BE FLUID CONSISTENCY, WHICH MEANS THAT CONSISTENCY BE AS FLUID AS P05515LE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. (W X I' SLUMP) 4. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED W/O WRITTEN CONSENT OF THE ENGINEER 5. MAXIMUM AGGREGATE SIZE IS 3/8". VERTICAL REINFORCING 1. ASTM A 615-C14 PER REINFORCING SECTION (GRADE 60). 2. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN THOUGH IT 15 IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING GROUT FILL BOTH CELLS. 3. VERTICAL REINFORCEMENT STEEL SHALL HAVE A MINIMUM CLEARANCE OF 1/2" FROM THE MASONRY. 4. VERTICAL REINFORCEMENT SHALL BE AS SHOWN ON PLANS, 5, VERTICAL REINFORCEMENT EACH SIDE OF ANY OPENING SHALL BE 'CONTINUOUS TO TIE BEAM AND SHALL HOOK AT TERMINATION. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BA95 TO CONTINUE UNINTERRUPTED. 6. ALL LAP SPLICES SHALL SE 48 BAR DIA, HORIZONTAL REINFORGEMEN3 1, REINFORCEMENT BARS SHALL CONFORM TO ASTM A615-CIO AND BE GRADE 60, (Fy 60 K51). 2, HORIZONTAL JOINT REINFORCEMENT SHALL CONFORM TO ASTM A82. ALL WALLS SHALL BE REINFORCED WITH q CWAGE GALVANIZED LADDER TYPE DUR-O-WALL (OR EQUAL) PLACED IN EVERY OTHER WORIZONTAL JOINT. (16" VERTICAL). ALL MANUFACTURERS' RECOMMENDATION.. 3. ADDITIONAL HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SHOWN ON WALL SECTION (IF ANY 15 REQUIRED). FOUNDATION NOTES REINFORCING STEEL= WIRE WELDED FABRIC ASTM A 1155 REINFORCING BARS A5TM A 615 TIE WIRE ASTM A 52 SLA55 (EXTERIOR) 1 1/211 MINIMUM CLEAR SLABS (INTERIOR) 3/4" BEAMS AND COLUMNS 1 1/2 COVERAGE FORMED CONCRETE BELOW GRADE 2" OF STEEL UNIFORMED CONCRETE BELOW GRADE 3" ALL BAR SPLICES SHALL BE 36 BAR DIAMETERS. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF ALL CELLS, CONTAINING REINFORCEMENT AND ANY OVERHANGING MORTER OF OBSTRUCTION SHALL BE REMOVED FROM THE SIDES OF SUCH CELL WALLS, AND SHALL BE SOLIDLY FILLED WITH CONCRETE IN LIFTS NOT EXCEEDING 4 FEET IN HEIGHT. SLAB SHALL NOT BE LOADED UNTIL 12 HOURS AFTER THE TIME OF POUR COLUMN REINFORCING DESCENDING INTO ISOLATED FOOTINGS TO BE NOT LE55 THAN 36 BAR DIAMETERS ABV. AND BELOW THE JOINT (1F NOT ENOUGH SPACE) SPLICES IN REINFORCING BARS TO BE CONTINUOUS AND NOT LESS THAN 40 BAR DIAMETERS, AT CORNERS AND/OR CHANGES IN THE DIRECTION IT SHALL BE 45 BAR. INITIAL TRU55 ENGINEERING MUST BE SUBMITTED TO DESIGNER FOR APPROVAL PRIOR TO POURING ANY SLAB OR FOOTINGS. CENTERLINES OF FOOTINGS SHALL COINCIDE WITH CENTERLINES OF COLUMNS UNLESS OTHERWISE NOTED ON PLANS OR SECTIONS. CONTRACTOR TO VERIFY ALL MASONRY OPENINGS W/WINDOW 4 DOOR MANUFACTURER'S SPECIFICATIONS PRIOR TO LOCATING FILLED CELL5. TIE BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED B" MAXIMUM TO FIT BLOCK WALL. ). CONTRACTOR TO VERIFY DESIGNER HAS COMPLIED WITHLAYOUT4 STRUCTURAL STEEL NOTES I. ALL STEEL SHALL CONFORM TO AISC STANDARDS AND SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL, LATEST EDITION. 2. ALL STRUCTURAL STEEL HOT ROLLED SHAPES SHALL BE ASTM A-36 WITH A MINIMUM YIELD STRESS OF 36 KSI. 3. ALL STEEL PIPES SHALL BE ASTM A=101, WITH Fy - 36 K51 ALL STEEL TUBING SHALL BE ASTM A=500, WITH Fy - 46 K51 4. ALL STRUCTURAL STEEL SHALL BE E.HVP PAINTED PRIOR TO JOB SITE DELIVERY W/ AN APPROVED WEATHER RESISTANT PAINfi, 5. ALL BOLTS SHALL CONFORM TO 'SPECIFICATIONS FOR LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED STANDARb FA5TENER5". ASTM A-307, LATEST EDITION, UNLESS NOTED OTHERWISE. 6. ALL BOLTS AND OTHER CONNECTIONS SHALL BE HOT -DIPPED GALVANIZED. 7. ALL WELDS SHALL CONFORM TO AI5C AND AW5 STANDARDS AND BE MADE BY CERTIFIED WELDERS. ELECTRODES SHALL BE E 7OXX. B. ALL. WELDS 514ALL BE WIRE BRUSHED AND REPAINTED. TO A55URE WEATHER RESISTANCE. q. THE STEEL FABRICATORSHALLDESIGN ALL RELATED CONNECTIONS UNLESS OTHERWISE INDICATED ON THE PLANS. INSPECTION 10. THE STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL I. ALL ENGINEERED UNIT MASONRY WORK SHALL REQUIRE INSPECTION BY SPECIAL TO THE DESIGNER/ENGINEER PRIOR TO FABRICATION. INSPECTOR. IN ACCORDANCE WITH ACI - 530 AND F.B.G. 2017. HOOD I. ALL STRUCTURAL LUMBER SHALL BE #2 GRADE SOUTHERN PINE OR DOUGLAS FIR - LARCH OR BETTER WITH A MINIMUM ALLOWABLE EXTREME FIBER STRESS IN BENDING. Fb-1200 PSI. LUMBER USED FOR STUDS IN EXTERIOR WALLS ALL OTHER LUMBER SHALL BE OF STUD GRADE SOUTHERN PINE OR DOUGLAS FIR -LARCH OR BETTER W/ A MINIMUM ALLOWABLE EXTREME. FIBER STRESS IN BENDING OF Fb-1000 PSI. DOUGLAS FIR -LARCH #2 OR BETTER SHALL MEET OR EXCEED THE REQUIREMENT FOR ALL PROPERTIES FOR SIZES USED AS INDICATED IN NDS TABLE 4.A, EXCEPT SOUTHERN PINE .WHICH SHALL BE BASED ON TABLE 4.5. 2. WOOD SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS THE WOOD HAS BEEN TREATED WITH AN APPROVED PRESERVATIVE METHOD, PER F.E.C. 2017 CHAPTER 23 SECTION 2326.2. q FLAME SPREAD FOR INSULATION. 3. ANCHORAGE SHALL BE CONTINUOUS FROM THE FOUNDATION TO THE ROOF AND SHALL SATISFY THE REQUIREMENTS OF THE F.B.G. 2017 CHAPTER 23 SECTION 2306. EACH FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION PER FBC R302.10 ROOF JOIST, RAFTER, BEAM, TRUSS, COLUMN, AND STUD SHALL BE ANCHORED TO THE FLAME SPREAD FOR ATTIC INSULATION SHALL NOT BE GREATER THAN.25 SUPPORT TO RESIST UPLIFT WITH AN APPROVED ANCHORING DEVICE. AND THE SMOKE INDEX SHALL NOT BE GREATER THAN 450 4. WOOD BEARING WALLS HAVE BEEN DESIGNED BY RATIONAL ANALYSIS FIRE BLOCKING REQUIREMENTS 5. PRESSURE TREATED LUMBER USED FOR STRUCTURAL FRAMING MEMBERS ABOVE GROUND AND PROTECTED FROM LIQUID WATER, (LEDGER5, BLOCKING, PLATES, ETC.), SHALL BE PER FBC R302.11 FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONSEALED DRAFT OPEINGS "ADVANCE GUARD PTW' BORATE PRESERVATIVE TREATED WOOD AS MANUFACTURED BY OSM05E, INC. CONFORMING TO AWPA STANDARDS "P5" AND "C31". THE DELIVERY, BOTH VERT. AND HORIZ. TO PROVIDE EFFECTIVE BARRIER BETWEEN THE TOP FLOOR AND ROOF AREA. HANDLING, STORAGE, AND INSTALLATION OF "ADVANCE GUARD PTW" SHALL BE IN FIRE BLOCKING MATERIAL SHALL BE FBC R302.11.1 ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, INSTRUCTIONS, BULLETINS, USE 1 X 2 PT FIRE STOPS AT TOP AND BOTT OF CMU WALLS AND RECOMMENDATIONS FILE COh. PAUL CHARETTE A.I.A. LIQEN�E" `� 79 o`l l MARK, 'E f I_iCENSE- ' 84 O I--1 ; O ZLd J LL NWN O Q O U >- rr F J O O 0 in _ F .e _ ♦ Lo 0 Lo �4 Z Q O 1�1 � ♦bi > o Q LJ _ Q ~ Q 0) Co LLJ Z a W N Q Ln N � W N �- O o L) Q LJ � MM W LLJ z > LIJry LLT c LJJ W u 0 W W (n co (n � I Q o n O NO C.� Q N L STARTED: 04 08 2020 PRELIM: 3 PRELIM FINAL: CONST DOCS: 06 08 2020 BLDG DEPT: BLDG DEPT: BLDG DEPT: AS-BUILTS: , SCALE: SHEET _ c' 1 NOTES: 1. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND UTILITIES ON/OR ADJACENT TO THIS SITE. THE APPROXIMATE LOCATION OF ALL UTILITIES SHOWN HEREON WERE TAKEN FROM ASBUILT DRAWINGS AND/OR ON -SITE LOCATION AND SHOULD BE VERIFIED BEFORE CONSTRUCTION. 2. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND FOOTINGS OF BUILDINGS OR FENCES ON OR ADJACENT TO THIS SITE. 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS OF WAY OF RECORD EXCEPT AS SHOWN ON THE RECORD PLAT IF ANY. 4. THIS PROPERTY WAS SURVEYED WITHOUT THE BENEFIT OF A TITLE SEARCH. 5. ALL ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88), PORT ST. LUCIE BENCHMARK: NO. 793 (ELEVATION 11.99' NAVD 88) 7. THE BEARING BASE OF THIS SURVEY IS ALONG THE NORTH BOUNDARY LINE OF LOT 5, BLOCK 1, N89'47'08"E. 8. LEGAL DESCRIPTION FURNISHED BY CLIENT. 9. ALL BEARINGS AND DISTANCES SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED. 10. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY ® OR PARTIES IS P PARTY OR PARTIES. POINT OF CUR ATUR ARCEL OF LAND HEREON APPEARS TO BE IN FLOOD ZONE X AND AE (ELEV. FOUND NAIL (NO ID � FLOOD MAP 12111CO279K DATED FEB. 2 2020 I 09/25/2020 RE HYDRANT & WATER VALVE 60 69 FOUND 5/8"IRON ROD CAP (LB 6018) 5 k o - ti-A o h V'R O �Z-A O o A o vr-m 0 PA 31.24' LOT 4 EXISTING RESIDENCE FINISH FLOOR EL. 8.30' LEGAL DESCRIPTION: LOT 5, BLOCK 1, OF HIDDEN RIVER ESTATES SUBDIVISION, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT, IN AND FOR ST. LUCIE COUNTY, FLORIDA, AS RECORDED IN PLAT BOOK 18, PAGE 14, TOGETHER WITH THE FOLLOWING DESCRIBED PROPERTY: BEGIN AT THE NORTHEAST CORNER OF LOT 5, BLOCK 1, OF HIDDEN RIVER ESTATES , A SUBDIVISION RECORDED IN PLAT BOOK 18, AT PAGES 14, 14A THROUGH 14B, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE RUN NORTH 89°47'08" EAST, ALONG THE EASTERLY EXTENSION OF THE NORTH LINE OF SAID LOT 5, TO THE WESTERN SHORE OF THE LAGOON SHOWN ON THE PLAT OF HIDDEN RIVER ESTATES; THENCE MEANDER SOUTHEASTERLY, ALONG SAID SHORELINE, TO THE EASTERLY EXTENSION OF THE SOUTH LINE OF SAID LOT 5; THENCE RUN SOUTH 89'47'08" WEST, ALONG THE EASTERLY EXTENSION OF THE SOUTH LINE OF SAID LOT 5, TO THE SOUTHEAST CORNER OF SAID LOT 5; THENCE RUN NORTH 51°09'39" WEST, ALONG THE EAST LINE OF SAID LOT 5, A DISTANCE OF 158.70 FEET, TO THE POINT OF BEGINNING. ALL LYING AND BEING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. N89 ° 7'08 " 222.55'(P� 2,43.8f(M) R R6 6' PLATTED UTILITY EASEMENT AO. JND 5/8" IRON ROD & CAP (LB 6018) RE 6 POINT OF TANGENCY - ���i. `. N89'47'08 5, FL OOD ZONE 'X' LOT 5 k6 k$ BLOCK 45 VACANT LAND (HEA VIL Y O VERGI? OWN) t� 6 51 6' PLATTED UTILITY EASEMENT N8 ° 708 "E EROSION CONTROL NOTES I. THE INTENT OF EROSION CONTROL MEASURES INDICATE GRAPHICALLY ON PLANS 15 TO PROVIDE A BARRIER TO CONTAIN SILT AND SEDIMENT ON THE PROJECT SITE. THIS REPRESENTATION IS PROVIDED FOR THE CONTRACTOR 2. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING,, EXCAVATION OR FILLING EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH MEASURES 3.INSPECTIONS OF EROSION CONTROL MEASURES SHALL BE CONDUCTED WEEKLY OR AFTEREACH RAINFALL EVENT. REPAIRS OR REPLACEMENT SHALL BE MADE AS REQ. 4. KEEP DUST WITHIN TOLERABLE LIMITS BY SPRINKLING 5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQ. IF DEEMED BY ON SITE INSPECTION 6. DRAINAGE INLETS SHALL BE PROTECTED BY FILTER AND GRADED ROCK 7. ANY ACCESS ROUTES TO THE SITE SHALL BE BASED W/ CRUSHED ROCK 8. EROSION CONTROL MEASURES 514AI-L BE MAINTAINED UNTIL PERMANENT GROUND CONTROL 15 ESTABLISHED. EX15TG VEGETATION IS TO BE MAINTAINED AS FEASIBLE 09/25/2020 6 507.69'(1 LOT 6 EXISTING RESIDENCE FINISH FLOOR EL. 9.00' 1 EASTERLY EXTENSION OF NORTH LINE OF LOT 5, BLOCK 1 11, LEGEND: PSM = PROFESSIONAL LAND SURVEYOR R/W = RIGHT OF WAY NAVD = NORTH AMERICAN VERTICAL DATUM EL.= ELEVATION x 0.00' = SPOT ELEVATION R = RADIUS L = LENGTH D = DELTA ID = IDENTIFICATION (P) = PLAT (M) = MEASURED (D) = DEED ORB = OFFICIAL RECORDS BOOK PG = PAGE WESTERN LINE OF SHORELINE (PLAT) `� •��� O \ 7Hpq / N ro APO 6� 59 r - 6' WOOD FENCE 354.2'f (M) 2' HIGH staked 12" deep I— NOTES: SILT FENCE SHALL BE "TRENCHED IN" PUBLIC DRAINAGE ROW SHOULD BE PROTECTED FROM DISTURBED AREA INSPECT AND REPAIR AS REQ. WHEN DAMAGED FLOOD ZONE 'AE', 09/25/2020 SE CORNED OF LOT ` FOUND 5/8" IRON & CAP (LB 601 L-- FILTER FABRIC 2" X 2" STAKES OTYPE III SILT FENCE SCALE: 1/8" = I'-0" e9 ALT POSITION SILT FLOW 12" deep WE S89-47'08"W (D) EASTERLY EXTENSION OF NO LINE OF LOT 5, BLOCK 1 PAUL CHARETT A.I.A. LICENSE Aft_ D, 16279 'C q Y MARK' HUN' = .A. LICENSE Al`0 99784 U) U O_ O J W z LiJ O Q O u W O J CID � 0 O coo ♦ T , L(7 0 a Z � � z z �--i a_ `N ♦ W O > U Q � LLJ = U N 1 00 4_1 r--� O Li r7 N W E-I u 00 N QN WN N 0 �- F�--I 0 � o � Q �Q LLJ ft� 00 W LLJ LLJ C) z W u� LLJLJ U � C:) C) _J W LLJ W o Q i O _ O o u c0 IL I N 04 08 2020 rBLD,DEPT: 06 08 2020 09 25 2020 BLDG DEPT: BLDG DEPT: AS—BUILTS: SCALE: 1/8" PER FT SHEET P -1 SHALE CONSTRUCTION NOTES 6' HT +-20' I"X I" ALUM. PICKETS @ 5" O/C I. SEE DETAIL FOR GRADING EXISTG ASPH ROADWAY I' MI 2. GRASS SWALES MUST BE GRADED PER CIY 5PEC5 AND SODDED APRONS SHALL SLOPE TO 50D NOT TO STREET ` O 3. IF SOD AREA 15 INSUFFICIENT FOR STORM WATER CRITERIA 5UI35URFACE DRAINAGE SHALL BE PROVIDED 3:1 SLOPE 4. PAVER DRIVE CONT. 3'x5" ALUM. DEPTH OF APRON 15 BASED ON 1/2' SLOPE PER FT. OF WIDTH FROM TOP AND BOTT RAIL EDGE OF STREET TO TOP OF DRIVE WHEN INSTALLED DEPTH OF SWALE WIDTH OF EDGE OF STREET TO TOP OF 50D 3/4" PER FT. st augustirle over 2" top soil SWALE CONSTRUCTION NOTES PLASTIC SWALE LINER 50% sand 50% mulch mix NOTE: MAX SLOPE IN RETENTION AREA IS 4:1 PER GO DETAILS GR NOTES: 4" stable subgrade BUILDING 3"X3" ALUM. POST SWALE LINER TO BE GO APPROVED LINEIQ1 IMBED IN CONC.OR 1/4" X 12" SMOOTH PERFORATED POLYETHYLENE 10.0' NAVD '.a GRADE @ V —0" O/ MAX. 1/2" X 12" LONG PVC CAPPED STAKES THROUGH LINER =_ PROPERTY AT CORRUGATION EQ. DISTANCES IO PER 20' LENGTH 2 .2' LINE PEGS SHALL BE FLUSH WITH LINER NOTE" I " OFF PROPERTY LINE ALLOW 1 1/2" EXPANSION GAP BETWEEN LINER SECTIONS O A L U I" I . FENCE DETAILS SWALES SHALL BE CONT. FROM PROPERTY LINE TO PROPERTY LINE OB A SCALE, NTS T P SIDE SWALE C�C TYP S N A L E AND LINER D E T A I L OTE: SEE SITE PLAN FOR OTHER ELEVATIONS SAME SLOPE TO BE MAINTAINED IN ALL SWALES CULVERT NOTES: CULVERT PIPES ARE TO BE SET AT THE TOP OF THE RIPPLE AT THE CENTER BOTTOM OF THE PIPE THE INVERT PIPE GRADES MUST BE CONSISTENT THROUGHOUT THE ENTIRE LENGTH ( NO BOW) PIPE JOINTS SHALL BE EXPOSED FOR INSPECTON AT TIME OF THE DRIVE WAY INSPECTION o� IRE HYDRANT & 0 r; WATER VALVE 1 �1 60 69 rn Z \ FOUND 5/8" IRON ROD \ R0$ 31.1 T "�� CAP (LB 6018) 5l WATER s 1- f 07/29/� 0 SUPPL), / ro lul \ � P rA \ 06 O bc. \ - Z— z� 0 o n \\ 0 -A \� A Z O �Lf Vx \Z— �� �G a b� \ 09 03 o �' otil J r ONE B OW 4 OM 2 CAR no LOT 4 EXISTING RESIDENCE FINISH FLOOR EL. 8.30' N89 ° 708 " 222.6 ' P, 243.8'f (M� 1 6 5 ` B 5k It 6 or ftATEO Uv OMME ot Nn N aY NAW m .0' r Cp1C SIFP SroNF4 6 ❑❑D0❑❑ ;.�QRXf PIIAQl4'(�r'r� .' �vrem{ Yxeu .o' ro aPnc `- RIpSER \ �6 31.24` FOUND 5/8" IRON ROD & CAP (LB 6018) TYP PEwIwT PoR ` . — ]OSU CAI. SP.PTIC F SECTION POOL S C A L E 9/4" = I'-0" PAVERS - DECK DESIGN BY OTHERS (TYPICAL) -2 FOOTER D. DWG. ON iHEET FOR INFO.) 4/ 1- #5 DECK AN s au>snN" G.1E Wx awErt 3000 PSI CONC SMOOTH CONC SLABS 10' X 4' 5" CONC. DRIVE W/ FIBER MESH I_ a b, A� P DRAINAGE NE CORNER OF LOT 5, 1 POINT OF BEGINNING FOUND 5 $ IRON ROD & CA (LB 6018) .o' D 81FP SrowE9 » PAWS UTLITY EASEMENT 5$ 7'08 "E J07 6,9 LOT 6 EXISTING RESIDENCE FINISH FLOOR EL. 9.00' _ 4" X 1.5" TILE RECESS COMPACT FILL AND 6" MIN DRAINING AGGREGATE TYP DRIVE WAY DETAIL SCALE: 1-1/2" = 1'-0" EASTERLY EXTENSION OF NORTH LINE OF LOT 5, BLOCK 1 WESTERN LINE OF SHORELINE (PLAT) BEACH A SC ,Npq�FNT '970,TF�� LOT 5 F L OCK I FL OOD ZONE 'X = l/A C I - ND 09/24/2020 TYP �354.2'f%� DRIVENAY CONSTRUCTION NOTES I. APRONS SHALL BE 6" CONC. W/ NO STEEL APRONS SHALL SLOPE TO SOD NOT TO STREET 2. GRASS SWALES MUST BE GRADED PER CIY SPECS AND SODDED APRONS SHALL SLOPE TO 501D NOT TO STREET 3. IF SOD AREA 15 INSUFFICIENT FOR STORM WATER CRITERIA SUBSURFACE 4. MIN. 4" CONC. DRIVE W 10 X 10 6/6 WWM MUST BE FORMED 5. ALL DRIVES TO HAVE 6" X 8" FOOTER P ROAD DEPTH OF APRON 15 BASED ON 1/2" SLOPE PER FT. OF WID"iH FROM EDGE OF STREET TO TOP OF DRIVE WHEN INSTALLED DEPTH OF SWALE WIDTH OF EDGE OF STREET TO TOP OF SOD 3/4" PER FT. SITE AREA CALCULATIONS SITE AREA 26, 65g SQ FT 100.00% HOUSE/GARAGE FOOTPRINT AREA 3,53q SO FT TOTAL BUILDING FOOTPRINT 3 539 SO FT 13.3% DRIVES/WALK 1,572 SQ FT POOL/DECK 1,561 SO FT TOTAL NON 3,133 SO FT GREEN SPACE 19, q87 SO FT 74.q% FLOOR TO AREA RATIO FAR/LOT AREA BLDG AREA 25.1% DRAINAGE NOTES: THIS WORK WILL NOT ADVERSELY IMPACT THE ADJACENT PROPERTIES ALL WATER SHALL BE MAINTAINED ON PROPERTY FINAL SURVEY SHALL BE PROVIDED TO THE CITY FOR TOPOGRAPHY TO CONFORMANCE DRAINAGE LEDGEND: 1b. A ��F IV 09/4/2020 09/24/2020 OF %iA Op FLOOD ZONE 'AE' 0924/2020 1 S89.47'08"W (D) EASTERLY EXTENSION OF NO SE CORNER OF LOT 5, OCK LINE OF LOT 5, BLOCK 1 FOUND 5 8" IRON ROD & CA (LB 6018) PROPOSED SITE PLAN SCALE: I/I6" = 1'-O" NOTE: ALL UTILITIES SHALL BE INSTALLED UNDER GROUND INCLUDING TELEPHONE, ELECTRIC AND CABLE ECT. SITE PLAN NOTES I. CONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS 2. FINISH FLOOR TO BE 12" ABOVE AVERAGE GRADE 3. ARROWS DENOTE DRAINAGE PATTERN N o 48 HOURS BEFORE DIGGING CALL TOLL FREE I-B00-432-4770 SUNSHINE STATE ONE CALL OF FL INC. PAUL CHARETTE A.I.A. LICENSE —ARj 0016279 .5 r®A t of f. MARK°;-HUNLEY 1. LICENSE AR <<�99784 O I— > O Z J LL. W Li lY r� -1O O E Q U N 3: J W O J O O ~ cf) = O I CD Ln U (D Ln z Q ).-q CL LLJ p > v U w LLJ = L Q) 0) 1-- 00 rr) a) � Z 0 E1�U � Q Ln N � W N �- o O Qo > 0 LLJ Cr-, U LLJ - z LL LLJ Cr-� 0 z LLJ V) LLJ U W 0 o � LLI � f— W U) W Q 1 o = r� O O U (9 Q- N STARTED: 04 08 2020 PRELIM: PRELIM FINAL: CONST DOCS: 06 OS 2020 HEALTH DEPT 07 29 2020 BLDG DEPT: 09 24 2020 BLDG DEPT: BLDG DEPT: AS-BUILTS: SCALE: 1/1JPERFTSHEESP FILE COPY ° r ° ° ° ° 4-6k 4'-114" electic met O S 3 7cLrill --------------------------------2 -0" 3'-O"`CONC EYEBRQw ----\NEW RESIDENCE SINGLE FAMILY RESIDENCE 32'-011ST RAGE10 10 -I��,_5n 3'-q \3 BEDROOM 3.5 BATH 2 CAR z ° ° ° ° ° ° ° ° ° °CABBOAT CLOSET GAR GE FIN FLOOR ELEV v y� n F4�B GN I ,'I`. BAR 1 / °4 , „ R-II T-7" AC S,_In 1 \ I 2 CAR _�_ I / $-7° - 11 0 - 2,_0„ I UC Rco EF 4„ - „ / o LA U N D Y 41 ® R-II NB I I I \ O 638 SQ FT BAR SINK q 6 CLG / �2 2,✓a O W21 co q' CLG ® HALL AVIARY I I I \ \ co /6 1 1 q CLG a ° ` / - � ° GLO 10' GLG I \ \ N g 1' X 12' CHE ® / B E D R M 11\ N 09/04/2020 10' CLG PATIO N GENIE WASH DRY 11 I \\ ----- ----- ----- P D R 1 1 \ T \ 2 '_O" N c1,_an 175i_4n 482 5Q FT AC H�TE G ABV II 1 - 8'-2" NAVD 88 �9 q' CLG of _ p W6 � ° ° ° ° ° 1 I \ __I`_� /F_____ ° FIN FLOOR ELEV i ° ICE LINE I ` / I WI6 I ff CONC E BROW \ \ I I I \ I I I I I 1 \\\ ° 1.5 WATER STOP I° ° P WATER STOP \ w1 w1 b CONC EYEBROW — — CONC EYEBROW ` \ — — — — — — — — — — — — — — — 21-011 \ 251-011 \\ 1 1 \ \ S3 S3 \ MOTOR COURT \ \ c I \ t \ t I I \ I I \ I \I v I \ _ I \ I 1 I a F====- ° REF WINE 30 _4" 1 I \ \ I 2 c0 \ "IIIIIIIIIIIIIIaI \ W4 m 4'_8n I i_6n -o \ _ v _ P IL \ RAMP 6" SLOPE \ IF d IW (L 0 ,.rRp H_j W5 a° INDUCTION I r ' I� x 0 { m cs a In O � WHOOD m O 0 I 1 0 q { CANT BEAM ABV 7 ( o� VTW I N i SCREENED In i KITCHENI LOUNGE _ 9'-6" TO 10' C G I "�sw 1 I { I LANAI / --1NE OF ON .I .: 5,_On I %ri .`; I I I ... / 10' CLG 10, CLG 5'-4" I' -II" • in i ( WI5 10' NGVD { BREEZEWAY �,, ° --- 12,_ 1 11*0 r 12 -O „ 13_ „ \ '/ CONC WALK �'� i co - 1 { 53'-q" 1 SLOPE 2 In ( / LINE OF ON • • .5" 5 PE \ _ Ln 17 ===== ° >,vA x A, I 1 1 { i 30, _ _ MI RO 3 PANTRY '.. 4RI�I ,. I 09/04/2020 • • a q' HDR �. 1? I I I I I { ICN \ ' 21 1 201 Iq 1 18 1 171 16 15 14 13 12 7&Y " N — — — — — — — — — — — — — — — — — — — — — COVu S2 I I R E Y °' 2 3 _ 4 5 ° I b 5 All 92-2 „ I I� � 1 o FOYER 1 ° ILL (V O 10' GLG 1 1 w I 10' NAVD 88 1 a -- 1 ? a — -I FIN FLOOR IELEV GARAGE NOTES I. GARAGE DEMISING WALL AND ALL BEARING WALL SHALL BE MIN. ONE HR. RATED CONSTRUCTION 5/5' TYPE "X" GYP. BOTH SIDES OF STUDS R II INSULATION 2• CEILING CONSTRUCTION SHALL BE ONE LAYER 5/5' TYPE "X" ON I X 3 FURRING @ 16" OC ON PRE ENG. WOOD TRUSSES OR STL 3. PROVIDE TREATED AND FIRESTOP I X 2 FURRING HORZ. @ CTG INTSECTION PER FBC 4. PROVIDE FIRE RESISTANT ATTIC ACCE55 W/ 2 LAYERS 5/8' TYPE "X" GYP. 5. PROVIDE SCREENED VENTS @ FLOOR LEVEL 60 50 IN PER CAR MIN. THRU GARAGE DOOR, PROVIDE CLOPEY OR EQUAL APPROVED OHD W/ OPENER, SAFETY STOP, OUTDOOR KEYPAD AND 2 REMOTES 6. PROVIDE R-20 INSULATION OVER GARAGE CEILING 7. STUCCO WALLS INTERIOR OF GARAGE DRYWALL NOTES NOTE ALL DRYWALL TO BE 5/8" THICK ALL DRYWALL TO BE SMOOTH FINI5HE5 ROOF OR FLOOR MIN. 25 GA. TOP PLATE FASTENED TO TRUSS N OR MTL FRAMING @ 24'' O.C. 5/8" DRYWALL GLG �m TAP AND SCR-075 050 SPACKLE 3/41' CLG REVEAL 5/8" GYP WALLS. PROVIDE BLOCKING @ MID PT AS REQ PER CODE RII INSULATION WOOD FRAME 2 X 4 OR BLANKETS MIN. 25 GA. METAL STUDS I LAYER-5/8" GYP. BOARD EA. SIDE TAP AND =,,,, SPACKLE aL N 5/5" X 2.25" SWBR -300-2 CONT. PLYWOOD ALUMN BASE BACKER NAILED TO PLATE 2 X 4 PT SILL PLATE THEN MIN. 25 GA. MTL. SILL PLATE ANCHORED THRU BOTH TO CONC. W/ W/ 2" X .300 DRIVEN PINS DRIVEN @ 48" O.C. INT. NON —BEARING NALL DETAIL SCALE: I-1/2" S1 1 I OPEN ABV 2' 1" I 6'-7(b" I 2 STORY 09/04/2020 3 -8" ELEV 1 1 21_21, W13 1 IIn I L'Aft I I 11 ------�— q' HDR --L--- --J I ------------------ / r - — — — — — — — — — — — — — — — — — — — — — — — — — — — -- It1° { � � I I GREAT RMco ' 1 10-10-6" COVE CLG q 1 COVI PATI O I o -e ------ \ I I { 1 line /of b Icmy abv i I I L_ — — — — — — — — — — — — — — — — el I1 ° / I i A�� WII \ GROUND FLOOR PLAN POOL SCALE: 1/4" = I'-O" 24'-011 iTART 04 08 2ozo CHARETTE RESIDENCE 2008-0279 PAUL CHARETTE A.I.A. RELIM FINAL: CHARETTE INTERNATIONAL ARCHITECTURE INC LICENSE '_AR 0016279 O6 08 2020 09 04 2020 633 SE HIDDEN RIVER DRIVE AA26002424 LDG DEPT. ARCHITECTURE PLANNING HISTORICAL RENOVATIONS 7, . PORT STLU CI E, FL 34983 1/4" : i'—o" 2528 N 38 TH AVE HOLLYWOOD, FL _ 1 2020-066 paul@charettearch.com (561) 756-6094 MAJt1c�Nt rA.1.A. LICJSE " R'F' 0099784 FILE COPY OR DOOR SCHEDULE -GROUND FLOOR DOOR SLAB HARDWARE MARK ROOM SIZE SWING WIDTH HEIGHT FINISH HANDLES FINISH FUNCTION m PDR RM 2880 FLUSH RT 2'-8" 8'-0" WALNUT LEVER S PRIVACY (z) AC CLOSET 2880 FLUSH LEFT 2'-8" 8'-0" WALNUT LEVER S CLOSET ® LAUNDRY 2880 FLUSH RT 2'-8" 8'-0" WALNUT LEVER S PASSAGE ® SHOE CLOSET 2080 FLUSH LEFT 2'-0" 8'-D" PAINT PUSH S CLOSET ® GUEST BATH 2680 FLUSH LEFT 2'-6" 8'-0" WALNUT LEVER S PRIVACY ® GUEST CLOSET 2680 FLUSH LEFT 2'-6" 8'-0" WALNUT LEVER S CLOSET INTERIOR DOOR SCHEDULE -2 ND FLOOR DOOR SLAB HARDWARE MARK ROOM SIZE SWING WIDTH HEIGHT FINISH HANDLES FINISH FUNCTION ® 2 ND BEDRM 2880 FLUSH LEFT 2'-8" 8'-0" WALNUT LEVER S PRIVACY 2 ND BATH 2680 FLUSH LEFT 2'-8" 8'-0" WALNUT LEVER Ss CLOSET G 2 BEDRM WIC 2680 FLUSH RT 2'-8" 8'-0" WALNUT LEVER SS PASSAGE ® MASTER BEDRM 2880 FLUSH LEFT 2'-8" 8'-0" WALNUT LEVER S PRIVACY 1 MASTER WIC 2680 FLUSH RT 2'-6" 8'-0" WALNUT LEVER S CLOSET EXERCISE 4080 BARN DR 4'-0" 8'-0" WALNUT LEVER S MASTER LINEN 12080 FLUSH RT 2'-0" 8'-0" I WALNUT LEVER S CLOSET DOOR/WINDOW SCHEDULE ALLOWABLE REQUIREDZONE RM NAME MARK SIZE MO NOA WINDLOADS WINDLOADS COMMENTS GARAGE Al (2) ECO GARAGE DR cI050 IOB".X q6" 18-012q.14 +45 -55 +366 -44 ZONE 5 FROSTED GL GARAGE W2 SENTINEL 30BO FR DR RT SWING CGI 36"-X W 17-1226.05 +80 -80' +37.6 -41 ZONE 4 FROSTED GL 160 GUEST W3 SENTINEL 2020 FIXED GL TRANSOM CGI „ m 24 X 24 N-0603.02 +80 -50 +37.6 -41 ZONE 4 BATH 130 GUEST W4 SENTINEL 30BO FR DR LEFT SWING CGI 50' X q6" 17-1226.05 +BO -80 +37.6 -41 ZONE 4 FROSTED GL RM 160 GUEST W5 2060 FIXED GL_TRANSOMSENCGI 2411 X 7211 Iq-0603.02 +BO -BO +37.6 -41 ZONE 4 RM 130 GUGUEST W6 gENTINEL 6050 SGD XO CGI �� „ 72 X % Iq-0603.03 +EO -60. +36.6 -46 ZONE 5 SCREEN 150 GUEST W7 5EnINE 5050 DBLCASEMENTXX " " 60 X 60 17-Og18.11 +73.2 '.-77.7 . +36.6 -46 ZONE 4 SCREEN RM 23BSN FOYER W8 3690 ENTRY DR LEFT SWING 421, X q6" FL 1B32q-R2 +55 -55. +37 -407 ZONE 4 FROSTED GL 51W GREAT Wq SENTINEL 5060 DBL CASEMENT XX' „ „ 60 X 72 17-OglB.11 +46 -46 +38 -42 ZONE 5 SCREEN RM CGI EAT WIO SENTINEL 5060 DBL CASEMENT XX boll X 72" 17-Og18.l1 +46 -46 +38 -42 ZONE 5 SCREEN RM 23 SIN GREAT WII SENTINEL 5060 DBL CASEMENT XX238 IN . „ oil X 72 I7-Og18.l1 +46 -46 +38 -42 ZONE 5 SCREEN RM GREAT W12 EURO VISTA SLIDE 12Og0 5GD 144" X 105" FL 27423 +70 -70. +39.6 -50 ZONE 5 SCREEN RM 3 PANEL .FOYER` W13 5050 FIX GLA55 5£NTCIGGI boll X q8" Iq-0603.02 +45.B -48.B +35 -42 ZONE 4 130 36100 FIX GLASS SENTINEL 42" X 120' ZONE 4 2 X.4 MULLIONS STAIR W14 23100FIX GLASS CGI 27 X 120" Iq-0603.02 +60 -60 +38 -42 17-0630.01 37100 FIX 5 130 43" X 120" LOUNGE WI5 EURO VI5TA SLIDE OXXX Iq2"X IOB" FL 27423 +70 -70 +3q.6 -50 ZONE 5 FLUSH SILL I6Og0 SGID 4 PANEL LOUNGE WI6 5060 AIR 60" X 72" 18-1001.11 +62.2 -62.2. +3q.6 -50 ZONE 4 SCREEN 375 'AVIARY WI7 2866 MTL SWING DR RT 32" X 5011 FRBELAST 0.1 +75 -75 +35 -42 ZONE 4 AVIARY WIB WINDOOR 5060 HR OX boll X 72" 18-1001.11 +62.2 -62.2 +3q.6 -50. ZONE 4 SCREEN 375 BOAT CLOSET Wlq 2-2B6B FR MTL SWING DR 64" X 5011 FFL 155210.1 210.1 +60 -60 +38 -42 ZONE 4 KEYED SENTI HALL W20 2880 FR DR RT SWING CGNIEL 32"X 96" 17-1226.05 +80-80 +38 -42 ZONE 4 FROSTED GL. 160 LAUNDRY W21 SENTINEL 2640 CASEMENT LEFT CGI „ „ 30 X 48 17-OgI8.II +73.2 -77.7 +35 _42 ZONE 4 SCREEN 23BSN KITCHEN W22 SENTINEL 2650 DBL CASEMENT X CGI „ „ 30 X 56 I7-Og18.11 +46 -46 +38 -42 ZONE 4 SCREEN 23BSN KITCHEN W23 SENTINEL 2650 DBL CASEMENT X CGI „ " 30 X 56 17-OgI5.II +73.2 -77.7 +38 -42 ZONE 4 SCREEN. 23BSN BEDRM 2 W24 SENTINEL 2640 FG CGI �� „ 30 X 48 Ig_p603,p2 +BO -80 +35 -42 ZONE 4 BATH 130 BEDRM 2 W25 SENTINEL 5050 DBL CASEMENT XX GINEL ,i " 60 X 72 17-OgI5.II +73.2 -77.7 +38 -42 ZONE 5 SCREEN 2385N - .BEDRM 2 W26 SENTINEL 8080 SGD XO 96" X q6" Iq-0603.03 +60.-60 +3q.6 -50 ZONE 5 SCREEN 150 2 PANELS LOFT W27 SENTINEL 5080 FIX GLASS CGI „ " 60 X 9B Iq-0603.02 +46.8 -4B.B +30 -42 ZONE 4 130 MASTER SENTINEL 192" X 96" Iq-0603.03 +60 -60 +39.6 -50 ZONE 5 SCREEN BEDRM W25 16080 5GD 150 4 PANELS MASTER MASTER W2q SENTINEL 2680 FR DR RT SWING CGI 32„ X qb" 17-1226.05 +50 -80 +55 -42 ZONE 4 2X 6 MULLIONS BATH 1 MASTER W30 SEN IINEL GI 3050 FIX GLA55 L 36 X 59 0 Iq-60302 .H +80-� +38 -42 ZONE 4 BAT 130 MASTER W31 SENTINEL 2060 FIX GLASS CGI rr ,r 24 X 72 Iq-0603.02 +50 -Bo +38 -42 ZONE 5 BATH MASTER W32 SENTINEL 2640 CASEMENT LEFT CGI „ „ 30 X 48 17-OgI5.11 +73.2 -77.7 +38 -42 ZONE 4. TOILET ..MASTER W33 SENTINEL 2640 FG CGI „ „ 30 X Iq-0603 02 +50 -80 +38 -42 ZONE 4 WIG 130 EXERCISE W34 SENT IML 2640 CASEMENT „ " 30 X 48 17-OgI5.I1 +73.2 -77.7 +38 -42 ZONE 4 23BSN NOTE, ALL FINI5HE5 TO BE CLEAR ANODIZED cc 1 I 4_ 321-011 13r_Oii 17'-6" I I'-2" 41-611 0 31 1 ---- -- X 12 HE ° 30 UTDOOR WER n SILL r 5'-411 LO o GLASS DR o G SS ENCL SLOPE CLG B'6' I D CK PLANTER M BATH CAB mI 9' CLG c� N _ Lv - Lv 2' X 12' NI __ - - - WIC - - - - - - - - - °q, c G I \ 71�b ° Sr Ion 41-011 171-211 -- ----- ____ - \ - TRELLIS MASTER BEDRM BALCONY _ ° 10, CLG - - - -I - - �J QN TILE DECK ALUM RAILG m42" m / I- - - - - - - - - 01 13'-2° o 171-211 { 8r_7n - - - - - - ° EXERCISE L----_ --� q' CLG------ - / ° r IX - - - - - - voc.. llr 4n _ 5'-7R" 5r_3 n ...6 KI 8'-8n 21 20 19 IB V 16 18 21 -7 14 13 12 Orr 1 LOFT 3 n 10 Sr-711 41-511 1 4 5 0 10' CLG CONG OH e 9 BELOW ° a -N P 1 4211 RAILG n V S-5 2 '3/1 v 4'-I0R" OPEN BELOW _ 21_In 61_7n 2 STORY I 5r_ggn - Ln ® 5 -oil r` LO 6' loll �-------- N COV�P II , C G I 21X12'NIGE I n Lv I 2ND BEDRM 4'-1'� --- ? q' TO 9'-6" COFFER CLG BALCO -- - TILE DECK ° 4211 ALUM 15'-411 - AT �I rT _ r II ----- --------- e - II i-1i 2 2 01'10° ii 2'-0'----.--i LL- / 4'-011 - - - - I - OPENING 5'-411 a'-8" n 24'-0° 34'-111 l0'-1111 45'-011 2 ND FLQOR PAN 1/4" . 1'-0" LICENSE52��09978A- . z � O O zLLJ J [W J O O U w 0 J d- o 0 CO Ln ►� z � z � z Q J a- S2 0 > U w LLJry = N ~ 00 a--+ r7 Q Li 1 U C.4 C Q Ln N � N L Q �0 Lij -110 0 W cl� n U W > z W � 0 z � ' �n W W - U 0 0 W ( O < Ir O 0 SCALE: 1 /4" : 1' SHEET A-2 oc TOP OF ROOF 29'-0" AFF 1 3 4 A3 5-5 5-5 E CURVED RAKED I Ak' I 111KCI 8"x12" CONCRETE TIE BEAM W/ 2 /5 REBAR CONTINUOUS I 05 rt1 V O FIU.ED � M�� CONCRETE 1 �� TOP OF BEAM F` _' — — — TOP OF BEAM I CON EYEBROW LAP 30" INTO BOTH T 21'-0" AFF 21'-0" AFF TIE BEAMS �1-- 53 r C C S3 I o OPE p —.—.—.—.—. EL 20'-0" 30'-011 o 8"x12' POURED CONCRE E CONC EYEBROW 6 TIE CONTINUOUS AMW/4 #5� I I I 1 TOB S3 I I I EL 21'-0" SMOOTH O m I' 4" 1'-4" p sTucco ON cN1u N G 2 NO FIN FL _I 8"x 12" POURED CONCR TE 81z 12" POURED CONI, � � O Z — — — — 12'-0" AFF COLUMN COLUMN I I I I I U 9 OPEN 9'x 1Y �OURED CONCREIE� 1 N SZ COLUMN I co o OPE FIN SECOND FL o Of I _ _ EL 12'-0" _--------------- ------ -- -- --- — — — — — --- — --— Ii — — — — — — — — — SLOPE OF FLAT ROOF 6" -loll I NO FL 0 a ---------------- Q I cN O---------- 9 CLG--- .. EL. 11'-9" I = o 1 � N 8"x16" POURED CONCRETE Lt — — — L1 — —L1 _ Zco TIE BEAM W/4 #5 REBAR — m m CONC EYEBROW O O O DO W _ O co I I o 0'-0" AFF MAIN HOUSE FIN FLR ELEV ---- /5 AR Ri CONCRETE- - Fl CEIIPERPLAN-------- -----'�-2•"-WAVD-88----------- — — — — — ------------ 10'-0° NAVD 88 I LAP & INTO BOTH I — — — — T-fill NAVD 88 TIE e s GUEST HOUSE FIN F OOR ELEV 8" 1Y POURED COIM�ETE : GARAGE FIN FLOOR LEV MN— — — — — — — — — — — — — — — — — I I I I I I I I FIN FL EL 0'-D" FRONT (NEST,) ELEVATION TYP MASONARY GABLE END DETA SCALE: 1/4 3) = 1' SEE FOUNDATION PLAN FOR DIMENSIONS AND SPECIFICATIONS TO ALL FILLED CELLS A3 START 04 08 2020 CHARETTE RESIDENCE 2008-0 79 PAUL CHARETTE A.I.A. LICENSE AR O(}6279 ��RErr� n. x' 1� MAR NLEY A.I.A. LICENSE AR 0099784 CHARETTE INTERNATIONA ARCHITECTURE INC AA26002424 ARCHITECTURE PLAN INC HISTORICAL RENOVATIONSNil PRELIM FINAL: O6 08 2020�' 09 04 2D20 633 SE HIDDEN RIVER DRIVE PORT ST. LUCIE, FL 34983, 2020-066 BLDG PT — 2528 N 38 TH AVE HOLLYWOOD, FL 561 paul@charettearch.com ( ) 756-6094 OPEN OPEN SCREEN NOT SHOWEN CURVED CONC EYEBROW O SHOWER CID co O _ O 1 0 :oi ■dl K 2 1 S2 TOP OF BM 10'-0 O : I � - I N 4' CONIC 7YEBROW 1 CURVED Nt O _ S3 ' 0 1 C In r O I 0 8'— " NAVD 88 WEST HOUSE FIN LEFT (NORTH) ELEVATION TOP OF BEAM Jih 21'-0" AFF 19-11 PLANTER 2NDFIN FL ---- --- 12'-0" AFF REAR (EAST.) ELEVATION 2 O I 0 I 7'-6" NAVD 88 FIN FLOOR ELEV ELEV. FINISH SCHEDULE MARK FINISH COMMENTS OGALV ALUM ALUMN ROOF © SMOOTH STUCCO © STUCCO V GROVE OD ALUMINUM RAILING SEE DETAIL OCEDAR FASCIA W ALUMN DRIP ODRIP CAP G 14" DIA SONG TUBE CONIC COL OSTONE TILE TBD OSTEEL STEEL COLUMNS OGLA55 OHD STUCCO FINISH SHORT "V11 REVEAL MOLDING TYP FRAMING 55 ATTACHMENTS' TYPICAL STUCCO V GROOVE CHARETTE RESIDENCE CHARETTE INTERNATIONAL ARCHITECTURE INC 424 C33, SE HIDDEN RIVER DRIVE AA26002ARCHITECTURE PLANNING ♦ HISTORICAL RENOVATIONS PORT ST. LUCIE, FL 34983 2528 N 38 TH AVE HOLLYWOOD, FL 2020-066 paul@charettearch.com (561) 756-6094 4- POST PREFORMANCE CHART DESIGN LOAD CAPACITY - PSF ( RAILING HEIGHT = 44 IN. ) POST SPACING POST WITHOUT REINFORCING 36" 130.0 42" 117.0 48" 105.0 0 JVI\I l IVIVVIY ILV 11111V SPIGOT 2 PER PANEL 4-5/8" TAPCONS BY RATIONAL ANALYSIS THIS RAILING IS DESIGNED TO RESIST A 250LB. FORCE APPLIED AT ANY POINT ALONG THE RAILING. THIS RAILING DESIGN COMPLIES WITH FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, 2017 EDITION. OFT EL 1 /2" 1 ' — 0" EVAT I ON 01, STL PLATE STEEL TUBE 2- 1/2" WA 5" EMBED POWDER COATED WHITE 7I _411 Note: shop drawing to be provided and approved by architect prior to installation STAIR SECTION PAUL CMAbdETTE �'J.,A. LI1-bE AR Q01` 9 t 0' u N6,, G� v MARK HU' A.I.A. LICENSE AR 0099784 C..) O_ ►--� > O W Z J LL 0 O U O W O J o I— O C cn = I co ,� z Ln �- � z � z o Q a_ ♦ o w > C) � Q W W " Do Iw— Z a W N Q N C3 WN � O O O Hrl N Q III > cl� 00 0 0-) LL1 n-- n U > W LL- � � z W W U 0 J W = . LLJ W 0 Q O _ O U c0 12- 1 N STARTED: 04 08 2020 PRELIM: PRELIM 2: PRELIM 3: PRELIM FINAL: CONST DOCS: 06 08 2020 BLDG DEPT: BLDG DEPT: BLDG DEPT: AS-BUILTS: SCALE: 1" : 11-01' SHEET A-5 58 —10� SOIL IL E R�/I E T RE M E T 5'-0" 4'-011 4'-011 4'-011 4'-011 3'-8" 4'-411 b'-8" PROVIDE TERMITE TREATED SOIL. PER FRG 440q.13.5. - IbII 5'-7R" 2'-I4 GI PROVIDE CERTIFICATE FOR REQUIRED TREATMENT FOR PER VENTION OF TEMITES © CI C1 CI CI © CI 1.5" BLOCK RECESS $`o,-4T---------------------7x.1a-=D"FI --- ---�- p -i - — — — — — — — — —32'-0° p _ \ \ @ O 5 STEP ® 0 c \ Lo Ll O G u G -- -a o ® O L---------------------T"3"-BCOCIE CE a CI P �0 r ° a ° ° ° ° ],Tffp ° u \CI F2 1 7'-6" NAVD 88 N 1 1 GI F3 FI © 1 �� ®1 _ 1 FIN FLOOR ELEV - 1 a p,' I _ _ -- ----------------\ ----------I ---------------------------------------------- - ° 1 8 for o I 15-2 (I 2-I F7 I ' 1 2Recess (v B2 I 8'-2" NAVD 88 ' I 5II 3000 P.S.I. GOING. SLAB 1 , „ I \ rot , „ DRAIN Y D / rR�l ��==�i 3 t0 i \ 13 -0 FIN FLOOR ELEV �o. / L1 5 -71 7 F7 L,— �J Ir4- 4" STEP F7 I \ F2 GI W/ 6 x 6 8/8 N.N.M. OVER - o ✓ I 6 MIL. VISQUEEN VAPOR BARRIER 1 �6" 4 / u 1 I 1 ° I ON CLEAN, 2,00 PSF COMPACTION TO 95% PER I m !! F2 i \ _ DENSITY TESTING02�R TERMITE TREATED SO L. ° IS -4 - 5 STEP _ O — A/ VI AR I O w G1 " PATIO a/ / N GI F7 a Rwess I a4 PAG112° BELOW GRADE O 1 Rece / i F7 O------------+- - TYP \ I FI L " n Lu a i a GONG PA eJ ©1 ° ° CJ / ' = 1-------------------------------------------------------------- I . \ / ° I SLOPE , r------------ F2 I . I 1 G1 J &1111111111111111n FI ,I ! / 1 1 u 7Bt O O Lt O O I `L�GI F7 �CI I----------------- 1.1 " BLOCK RE ESS n ° I I RAMP ° = 1.511 IT I I o I �`♦ \ 1 - OVER PouR GI 1 ! O - Q GI 2 I GI 1 © 1.51, S E FI i ° I o F7 1 I o u - ° i O I I 1 1 D TRACK RECESS FI 8"I SL - ° ' 1.5" BLOCK REC 5S ° GI m FIN FLOOR ELEV I ` `-------- - - -- ° 8 qI_1 n .5" SLOPE 2'-2' ' ,a>-' ! Lil 1 Q,-21110.0' NAVD 88 1 0 n 8'-0" NAVD 8 °_ Lt I I -------------------------------------- I RAI TO YARD W5'�3g=ate a ° I" SLOPE ° a a O_ ° ° ° O ° ° ° ° m O ® 0 a N 1 I 'I II' 11'-211 1 O \ I! F5 I" RECESS �`'' B2 0 �' i 4J u a pA I nt I 1 I © u I' RECESS GI © La i" SLOPE © GI KY✓ i i / © O T.O 2 _ " ( I F7 LL J� i FL OUTLET �1 �' S 11, rE 1 , n tl 14 o Bs 1 o - _ � 1 SCREENED / I SLOPE`\` ,!® $ LANAI i 0o T o @ B2 J/ F2 r'' I I I1 ,^ 5" 3000 P. .I. GONG. SLAB I i F2 it W/ 6 x b /8 W.W.M. OVER i o O/ i 6 MIL. VI UEEN VAPOR BARRIER F7 1 i m i „ „ „ II „ „ F4 F2 • i v © O F5 / O ¢I I ON CLEAN, 2,000 PSF COMPACTION TO q5% PER O i SLOPE 84 2 -8 q -0 2 -0 q -0 5 -4 I -II B R E E Z1f�A Y i O L1 I ° i DENSITY STING OVER TERMITE TREATED SOIL. I 10.0' NAVD 8 28'-011 12'-011 31-9a" ` 5" SLOPE ,�/ r-RAD 12" BELOW GRADE 1 I I FIN FLOOR ELIE yi GONG WALK ® / T '--, ELEV VARIES F2 ((LI) I F4 2 / • • i SLOPE SLAB �/ ! F5 PLATES 10"x 12 "x 5/8 12" �ELOW GRADE ` I CI 1F71 Gl CI Ct CI 1 i W 4 5 8"x4" LONG I SLOPE 1.5" 1" (}� �+a/ / /( )- / ( TOP ------ --- HEADED STUDS : --..______-_-----------------------J CL ` �T11P � ! /' .............. I 2 •------- ---- ------ -- / ° ° F2 F4 i / 1 B2 I 571, F2 ©i ` i® 5,_8n /--------------------------------7-- I III I I I 1ELEV i© 1 t09/04/2020 3�_b 9'Si 0' NAVD 8 Bt (3) 1'-0" #4 qII ' ea lI11 '------ 1REBAR i1I OC MID EA WAY AT EACH COLUMN. (TYP) I I I #5 REBAR @ 8" OC HOOK I O (` - © rl / C O V GI 1� I PAD 12" BELOW GRADE 1/4" FILLET I I I �D TYP 24" LONG MID SLAB I `1 �! •�/ EJs�esiRLA®e 1.75" 38-51' F4 1.5 S/I Lt lo' NAVD C1 i Bon yVG z AVERS 3 ELD AL W/ I i I I CL BOTT I / ® STEEL COLUMN. I I I I I I ° ELEV I ( I 4„ DIA x 3/8" qI CIS III POWDER COATED I B5 ,I ! '1 III ( I I I _t----------- u if a ANGLED COL I / ° I /! ! ------- 4— 1 I I 09/04/2020 1 BREEZEWAY TO HOUS S1 6Xb W 2.0X2.0 1 P7 / C 4 1 1 1 �- W.W.MESH CONT 2,_I„ 6'-7" ° I 10.0' NAVD 88 fb I I FIN FLOOR ELEV JIII p _1 1a!j i 1 i I 1 F5 I to O 3 8 4" RECESS I _ 1.0 DIA TO BE P 11VIDED GI i i I APPROXIMATE FINISH GRADE I C I I g 8-0 VIF SEE SITE PLAN I i---- -- J #4 HOOKI BARS IS"LONG 6" HOOK I I I @ ALL FILL CELLS�® ' PA 12" BELOW GRADE I I I T R4 L----I i r----------- --- B2 0J L -, a l FOOTING SCHEDULE COLUMN SCE IEDULECO R4404.5.1.1 �� FOOTING TO HAVE 12" MIN SOIL I 4 0 G I ^ N - COVERAGE SYMBOL TYPE DESCRIPTION SYME30L TYPE DESCRIPTION I F7 6.0' NAVD 88 TOF / % 1 "STEP .i;,.�S •',.� FLOOD ZONE 'AE' I ' CI I ° 1 I I I 18" X 24" GONG. MONOLITHIC FOOTER „ , 'f :: ;:_;�.:." (BASE EL. 6.0') 1 1 3iO I I I W/ 3 #5 CONT. AND #5 TRANSVERSE 8 1 #5 BAR IN EACH I.s',;;5-104 1 I r r GONG. BLK. CELL 4-4" GI FILLED W/ GONG. 1411 x 24" CONT. GONG. SPREAD COV PATIO O 6 11 6 W LA X 2.0 EDGES CONT �, �° I I I I 24" DEL LAYER .0 EDGES (TYP. U.N.O.) •";`'� FOOTER W/ 3 tt5 CONT. AND 1 1 I I FI - 6X6W2.0X2.0W.W.MESH SEE PLAN FOR SPACING " ' 1 #5 TRANS. AT 12" O.C. FBC R4404.5.1.1 11_411 i GI I I I I FOOTING TO HAVE 12" MIN. SOIL 1 #5 BAR IN EACH COVERAGE © _ -'—` GOING.BLK. CELL I 2-PLATES 10"x 12% 5/8" 11 ,o I ° W/(4)-5/8"x4" LONG GOING.FILLED V41 LLI GI 1 I 8" X 8" THICKENED EDGE WITH i / HEADED STUDS o i i 221-611 1 1 I Co 1 #5 CONT. _O" n Q 16° co tt 8 X 12 POURED CONC. / F2 { > 4" DIA x 3/8" t BtI I NOTE: EQUIPMENT SLAB MUST BE © COLUMN W/ (4) #5 _ STL. COL. 8„ SAME ELEVATION AS VERT AND #3 STIRRUPS AT IT I / POWDER COATED FINISHED FLOOR PER 152.21 12" O.G. Lo TYP 4" DIA STEEL COL 5 STEP DOWN W/ 12 FOOTING AND I ____ ------------------- -- ----- - F3 '•.•.'.,*�"r^ (2) #5 CONT. 11 ® POWDER COATED I / PAD 12' BELOW GRADE t 12 • • SINGLE t DBL / POOL 6 X 6 W 2.0 X 2.0 W.W.MESH CONT I a'-o" „ PAD 10'- " NAVD 88 TYP ------, q g•_g N 8 X III POURED GONG. „ I I ;.. x,. „ „ 4 BASE 16" x 30" x 5 8" STL. PLATE F2 FIN FL OR ELEV I 1 --- --------------- N c x. 36" x 45" x 14" GONG. PAD W/ #5 COLUMN W/ (4) #5 4 I -10 / - F4 GRID @ 6" O.C. EA. WAY © o_® VERT AND #3 STIRRUPS AT W/ 6 -5/8" DIA GALV WA BOLTS O -4----- 4'-0" 12" BELOW GRADE 12 O.C. - _ : FOUNDATION P LAN ©�I - G ---------------� 12" DIA POURED CONC. _ f - DOUBLE COL DETAIL SCALE: 1/4" = 1'-0" 4- #5 REBAR 24'-0" N " " " G6 #3 STIRRUPS AT 12" Or- 2'-6" " SCALE: I/4" = I'-0" 36 x 48 x 14 CONC. PAD W/ #5 �� O GRID @ 6" o.c. EA. WAY 12" BELOW GRADE C� 2 ° COLUMN 1W/ (g)POUR#E5D GONG. VERT CAND #3 STIRRUPS AT START 04 08 2020 PAUL CHARI`TTE A.I.A. PRELIM FINAL. CHARETTE RESIDENCE 2008-0279 CI � 'TTE INTERNATIONAL AT'TOl A�1 ARCHITECTURE INC LICENSE _AR p016279 18 X 24 GONG, MONOLITHIC FOOTER `,'- , W/ 3 #5 CONT. AND #5 TRANSVERSE IRREGULAR CONST• 06 08 2020 v AT 12" O.G. W/ #4 TRANSFER 5' LONG �j 8" X 1711 POURED GONG. 09/04/2020 6 3 3 S E HIDDEN RIVER DRIVE AA26002424 L' / AT 12" O.C. EACH WAY AND W.W.MESH © fit/ COLUMN W/ (4) #5 ARCHITECTURE PLANNING ♦ HISTORICAL RENOVATIONS ° ILy VERT AND #3 STIRRUPS AT �-�- 12" O.C. a" PORT ST. LUCIE, FL 34983 2528 N 38 TH AVE HOLLYWOOD, FL I 2020-066 aucareearch.com (561) 756-6094 MANHlfr f® A.I.A. p I@htt� LICENSE E AIR 0099784 a 5r_6n PLATES 10% 12"x 5/8" W/(4)-5/8"x4" LONG SLOPE 1.5" HEADED STUDS r- - IIII IIII 7„I I.II (3) 1'-0- #4 REBAR40 MID EA WAY AT EACH COLUMN. (TYP) 1/4" FILLET #4 0 12" TOP REINFORCEMENT WITH HOOK EACH END (3) 1'-0" #4 REBAR MID EA WAY AT EACH COLUMN. (TYP) 1. — CL TOP yy �— ENPLATE 10"x 12"x 5/8" W/(4)-5/8"x4" LONG T HEADED STUDS #4 0 12" TOP REINFORCEMENT 3" I.. 1.io � TEMPERATURE REBAR WELD ALL CL BOTT #OP012" O.C. AROUND W/' STEEL COLUMN. III 4" DIA x 3/8" —� STL. COL. ®8" rl�iE[iil�l� BEAM SCHEDULE BEAM SCHEDULE MARK SIZE REINFORCING 3 STIRRUPS REMARK TOP MID BTM T61 8" x 12" 21111#5 — 2 #5 '01 OVER WALL SEE BM SCHEDULE NOTES FOR DROPS 0 OPNG'S TYP.. T.BM. 91 8" x12" 21 #5 — 2 #5. CLOSED HOOPS 012" TO B2 8" x 16" 2 #5 2 #5 2 #5. HOC HHO S PS 04" T.0 B3 8" x 28" 2 #5 2 #5 2 MID 2 #5 CLOSED HOOPS 04' TO B4 12"z 20" 3�,i #5 2 #5 3 #5 CLOSED HO PS 04" TO B5 8" x 24" 2 #5 2 #5 2 #5 HOC O ED S PS 04' T.0 B6 12"x 36" 31 #5 4 #5 3 #5 CO SED PS 04" TO STL 1 W 14X30 14"x 6.75" [STL 2 W 10X19 10"x 4" POWDER COATED BOTH WAYS ANGLED col L 1 PRECAST LINTAL BOTTOM REINFORCEMENT TYPICAL BEAM LAYOUT FOR I I I I I I REBAR AN TIES IN SECTION. 8" I DOUBLE COL BASE 16" x 30" x'5/8" STL. PLATE W/ 6 -5/8" DIA GALV WA BOLTS / I/4"/F7 0 0 0 >g N HOOK CONCRETE BEAM Y 1 8- 8" 12" TYP SINGLE COL BASE 12" x 12" x 5/8" STL. PLATE N i i. q a' a o .L ?. W/ 4 —5/8" [ co DIA GALV WA BOLTS I 1= IIf �i1, c i �.. "r Ne T-Bi 82 JI l L VMr v I I I "VF FVm V r@LI.. I w rmGG IJCL'{. L/ U—LIIV 1 GLD SAFE LOAD - POUND PER LINEAR FOOT TYPE LENGTH 8UB BFB-05 BF12-05 BFI("-0B BF2010B BF24-0B BF2B-05 BF32-OB 5FB-15 BF12-I5 BFI6-1B 8F20}IB 8F24-IB BF28-IB BF32-IB 2'-10" (34") PRECAST 2302 3166 4473 603q 7526 g004 10472 IIg36 3166 4473 603q 7526 g004 10472 IIg36 3'-6" (42") PRECAST 2302 3138 3377 465q 60d,1 7315 B630 gg47 3166 4473 603q 752�a 9004 10472 1Ig36 4'-0" (4B").PRECAST 202q 2325 24% 3467 4436 5410 6384 7358 2646 4473 603q 7526 g004 10472 IIg36 4'-6' (54') PRECAST 1651 17B7 Igl3 2657 3 4I4q 45% 5644 2170 4027 603q 752 g004 10472 966E V-4" (64") PRECAST 1184 1225 1301 1509 231 2826 3336 3B46 1665 286q 5057 6001 5400 6424 7450 5'-10"..(70") PRECAST g72 1000 I05q 1474 155 2304 2721 3137 145q 2464 4144 5458 4457 5250 6122 W-6" (78') PRECAST q37 1255 2101 3263 274E 3355 3R7I 4585 1255 2101 33% 526 7134 5gg5 6890 7'-6" (q0") PRECAST 767 1029 1675 23M Iq 243q 28% 3533 102q 1675 2610 383, 55% 66I3 5047 q1-4" (II2") :PRECAST 573 768 1212 IB18 2544 346q 4030 3127 10'-6" (126") PRECAST 456 658 1025 1514 208 2-"43130 2404 WATER PROOF SEALER X 4 ALUMN mullion BEAMS @ 3' OC 0 / 7 6" CONCRETE SLAB STUCCO SCORE LINE CONT. DRIP 2" IN FROM EDGE #5 REBAR @ G" OC #5 REBAR @ 6" OC TOP NOTE 1.5" COVER TYP CONC. TRELLUS EYEBROW S2 GENERAL CONC FLOOR NOTES I. THE CONTRACTOR AND/OR THE OWNER 15 6. ''FLOOR LOADS: LIVE LOAD = 50 P.S.F. RESPONSIBLE TO VERIFY THAT ALL DIMENSIONS DEAD LOAD = 40 P.S.F. AND CONDITIONS SHOWN ON THESE DRAWINGS TOTAL LOAD qO P.S.F. CORRESPOND WITH THOSE IN THE FIELD. THE FOLLOWING WILL BE ADVISE: WATERVIEW ENGINEER, THE STRUCTURAL ENGINEER AND THE 7.,AUREA SLAB ELEME T5 fc = 3000 psi AT 28 DAYS, ARCHITECT, OF ANY VARIATIONS BEFORE THE START OF THE PREFABRICATION OF THE ELEMENTS. 8. MAXIMUM LIVE LOAD DEFLECTION ALLOWABLE: 1/360. 2. WATERVIEW PRECAST INC. WILL NOT BE RESPONSIBLE FOR ANY CHANGESOCCURING AFTER THE SHOP FABRICATION DRAWINGS HAVE q.'STANDARD JOIST SHOE IS: 4"X3"XI/4"X2.5" WIDE. BEEN APPROVED BY THE OWNER, THE GENERAL CONTRACTOR, THE ARCHITECT OR STRUCTURAL ENGINEER. SHOP FABRICATION WILL START ONLY 10.' THE CONTRACTOR SHALL BE RESPONSIBLE FOR AFTER RECEIVING SHOP DRAWING APPROVAL. ALL THE TEMPORARY BRACING AS LONG AS THE PERMANENT BRACING AND THE SHEAR CONNECTIONS BETWEEN SLAB5'HAVE BEEN MADE. 3. ALL BEAMS AND COLUMNS SHALL BE TRUE AND SQUARE, READY TO INSTAL THE AUREA SLABS. EMBED'S SURFACE TO BE AT THE PROPER IL DO NOT OVERLOAD HE'AUREA SLAB WITH ELEVATIONS (I.E. +0", -1/B" TOLERANCE) ALL SKIDS OF BLOCK, eAND,' DRYWALL, ETC. EMBEDS TO BE CLEAN OF CONCRETE. 12.', DO NOT DRILL, BURN OR CUT ANY OPEN WEB 4. THESE DRAWINGS ARE FOR WATERVIEW PRECAST INC STEEL JOISTS (O.W 5.J.) WITHOUT THE AUTHORISATION AND SHOULD BE USED IN CONJONCTION WITH OF THE WATERVIEW PRECAST ENGINEER. APPROVED ARCHITECTURAL, STRUCTURAL, SERVICE PIPES UP rp 5" 0 ARE ACCEPTABLE THRU MECHANICAL AND WATERVIEW PLANS. THE 3" GONG. SLAB WATERVIEW PRECAST ENGINEER TO REVIEW ALL SERVICE PIPES LOCATION BEFORE 5. NO PART OF THE ROOF LOAD SHALL BE APPLIED PROCEEDING TO CUT THE SLAB: ON THE SLAB SYSTEM WITHOUT THE APPROVAL OF THE WATERVIEW PRECAST ENGINEER. 1 /4" PER FT )A,UL CHARETTE AJ.A, ! 'CEN, e Q16279 4 Su U.• LTr U A 764 •® Y�ay» J r 1 M/iKYK MUIVI 11.H. LICFN'SE 9784 Z Q W O z -J LLJ Q O d- W 0 OI- J p 0 (-0 1� ♦ T 1 L0 W C z Ln Q; z � z O Q ♦ i U Q W w = 00 4-� F-1 U 1�0 N Iw- z 0 0 W00 [--� E—qN � � a LN N W N Q — <C � Q LLJ 0 00 Q 0 LLI U LE-1 w J LL- n-� � z W U) W W _ U C) Q w � co LiJ 0 ♦— Q N-) � b = r� U o U Q0 0- STARTED: 04 08 2020 PRELIM: PRELIM 2: PRELIM 3: PRELIM FINAL: CONST DOCS: 06 08 2020 BLDG DEPT: — BLDG DEPT: -------------- BLDG DEPT: AS -GUILTS: SCALE: 1 /4" : 1'-0" SHEET 5-2 i WxIV GONG. STUB , COLUMN W/ 4#5'5 a - -°- a- -� - a-_4 VERT. W/#3 HOOPS ° GONG. T.B. @I2"O.C. HOOK TOP x a a AND BOTT. STEEL INTO TIE BEAM TO CONT. STEEL 30" MIN. a LAP GONG. T.H. °j a d GONG- . d 4— G 30" MIN.LAP t GONG BLK. WALL) 1#5 IN CONCRETE FILLED CELL TIE -BEAM FLEV CHANGE SCALE: N.T.S. GONG. BEAM OR GONG. TIE BEAM. REFER TO BEAM SCHEDULE FOR STIRRUP 5IZE5 AND SPACING. TOP STEEL. DM STEEL. #3 HOOPS. COL. SCHE FOR SPACING. SEE ULE- GONG. COL MN OR GONG. TIE COLUMt V COLUI" IN TO BEAT" f DETAIL SCALE: N.T.S. TYPICAL BAR DIAMETER 30„ INSIDE AND OUTSIDE FACE. CORNER BEND BAR SHALL BE OF SAME 51ZE AND GRADE AS BEAM REINFORCING. VERT. COLUMN STEEL. - BEND BAR SHALL BE TIED DIRECTLY -TO HORIZONTAL #3 HOOPS SEE COLUMN - 040° BEAM STEEL. SCHEDULE FOR SPACING. NOTE: FOR STEEL CLEARANCES REFER TO GENERAL STRUCTURAL 0 (n .00 NOTES. CONT. OR ISOLATED — GONG. BEAM. GONG. FOOTING. BEAM REINFORCING REFER TO BEAM SCHEDULE. 00 BEAM CORNER SCALE: N.T.S. 1/3 SPAN r :C:---- T'OP BAR I BAR ACI 5T fV 90°HOOK LL B'OTTOI I BAR STIRRUPS. SEE SCHEDULE FOR SPACING. USE 90 END HOOKS COLUMN T SCALE: N.T.5. 1/5 SPAN 1/3 SPAN r-1 r 'E' B TOF STEEL. -BOTTOM STEEL WATER PROOF SEALER 6" CONCRETE 5 STUCCO SCORE LINE CONT. 2" IN FROM EDGE #5 R #5 R NOTE I.5" COVER TYP CONC. EYEBROW S3 5' MAX FLASHING WATER PROOF SEA ER TILE FL R E I/4'FT SLOP 6" CONCRETE SLAB =T 41 L DRIP / CONT. 55 P SET IN MASTIC STUCCO SCORE LINE CONT. DRIP SPAN 'X' SPAN 'Y' I. START STIRRUP SPACING FROM FACE OF SUPPORTS. 5. CONCRETE PROTECTION FOR REINFORCEMENT: (A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TC EARTH - 3" 2. ADD 1 #5 LONGITUDINAL WHERE CORNER STIRRUP IS VACANT. (B) CONCRETE EXPOSED TO EARTH OR WEATHER #6 THROUGH #18 BARS..................2" 3. EXTEND PILE HEAD 3" AND PILE REINFORCING 18" INTO GRADE BEAMS. #5 BAR AND SMALLER ....................1-1/2" (C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WIT GROUND. 4. TOP BARS SPLICES SHALL BE LOCATED AT MID SPANS AND AT 5LA55 THE SUPPORTS FOR BOTTOM BARS. #I4 THROUGH #18 BARS I 1/2 " #II BAR AND SMALLER. 3/411' BEAMS............................................. 1-1 /2 ° TYPI(-AI RFNT_lNICz nIAC, FOR BEAMS AND ONE-WAY SLABS SCALE: N.T.S. STEEL SLAB TO STEEL BEAT" 1 CONNECTION 2 S3 0 0 O #5 REBAR @ 6" OG #5 REBAR @ 6" OC TOP NOTE 1.5" COVER HOOK AM ,CONT. COPPER PAN @ DOORWAY SET IN MASTIC PAUL E A.I.A. LICE;.AR 6279 #4 STIRRUPS @ 3" O.C. L/3 DISTANCE EITHER END AND 9" BALANCE OF BEAM d ° d ilE BEA d ° ° ° ° •" TIE d d a a. o °CONCRETE DROP B M WINDOW WIDTH #3 STIRRUPS TYPICAL BEA ° _ TOP OF BEAM � ,' �� lk, Q ' IL O _ M A LICENSE AR �y ;, Q A. 1. A. 0099784 ° - ----� OPENING PROVIDE I" CLEAR FOR WBUCK Z - Lu OINDOW INSTALLATION, TYP. 3 $ _ ~ B (1) #6 IN FILLED 8"x8" GONG. SILL CELL, TYPICAL I� j WITH (2)-#5 O LL ry W WxW CONTINUOUS ,POURED SILL Q O a WITH (2)-#5 AS SHOWN U #5 TRANSVERSE FOOTING REBARS w ft� O -10 [-o I- O O d'. v' W(/''� °° FOOTING REBARSLO FJ-� _ ♦ Cfl a_ n ° d. d' d k TING ^^ _ m o� BEARING ON CONC. WALL" 0 L0 FOR OPENINGS OVER 4'-0" z Z ROUGH l" IASONRY OPENING DETAIL p Q SCALE: N.T.S. 0- CH-100 EMBED PL. . LLJj 0 i Q �- PRECAST SLAB _c� U Y `— HOOK CONCRETE BEAM ,LCONY SLAB TO SLAB ON CONC BEAN CONNECTION Q d REBAR (BY OTHE 3 CONCRETE BLOC WALL (BY OTHERS). 14" BRICK (BY OTHERS). \314'� PROVIDE 3/4" RECESS BETWEEN JOISTS. CH-100 EMBED PL. PRECAST SLAB 1—00 C) ►--q LLJ r , — F+-1 E-1 E—, Q w N O O co r L U N 44-d I Q) Z 00 N N U Q- 6 3 TYPICAL 2nd. FLOOR S3 @ TIE -BEAN STEEL ROD. SLAB TO SLAB CONNECTION :CAST SLAB DET SCALE : 3/4" = I'-0" vA LLJ > rr) 00 W LLJ z > W WrK LZLJ U 0 LJ W O Q N U c� N STARTED: Q /9020 PRELIM PRELIM 2: PRELIM 3: PRELIM FINAL: CCNST DOCS: 06/08/2020 DEPT-BLDG i1l3LDC DEPT: BLDG DEPT: AS-BUILTS: SCALE: 1 /4" 1'-0" SHEET x I 9r L 'k- __0zr I E1 �21 22'11•3- _ -24'8" - - _ _ -. 11' _ry. -9'5"7 _. _.-13'8"13 1 3/4" CDX EXT PLYWOOD, HOUSEWRAP, PAPER BACKED METAL LATH, AND STUCCO NOTE: TO MATCH EXISTING STUCCO ON BLOCK WALL PORTION HOLD IN 3/4" FOR PLYWOOD SHEETING r r- o*w R �» w 1 �R�e�a sw.. �aisi. e.mom 28' 12,— ®99 0"'N 13' — 4" E::==Z\ f BLOCKING2@4PANELS IJOIN75 GABLE END TRU55 2X4 DIAG. BRACE @ 45" O.C. TOENAII TO 2X4 HORIZ. W/(( 16d NAILS AND NA I TO SECOND TRUSS (2) I6d NAILS BLOCKING 2X(o P.T. BTM. PLATE - SECURED TO BM. W/ 1/2" A.B. @ 24" O.C. 8"XI2" CONC. TIE BM. - W/ 4#5 CONT. M 14 3"6 _ o M 1„ N l , M r a 2' _ 2'_ 2' _ 2'_.. -, o -2' __ 2'- 2'.. 2' 10 ¢ " 2' -2 a ¢ 2. 2' 2' Q Q Q ry _ 2' Q N Q Q Q t e10 h m CC) r tf rAg. NOTE: 0 ¢ Q HOLD IN 3/4" FOF Ll A9 Q ;' 3/4" CDX EXT PLYWOOD, Q - HOU5EWRAP, PAPER BACKED Q ' METAL LATH, AND STUCCO to Q TO MATCH EXISTING STUCCO NOTE. ON BLOCK WALL PORTION CANTILEVER BEAM TOP ® 12'-0" ALL HANGERS ARE SIMPSON HUS26 BOT min. ® 11-0" 12'8"-13'1"9 UNLESS NOTED OTHERWISE. A9 2'-6" 2-1/2" LAYERS EXT. GRADE SHEATHING f- 2X8 FASCIA NAILED TO SUB -FASCIA W/ 16d NAILS STUCCO SOFFIT PRE ENGINEERED TRUSS 3/4" CDX EXT PLYWOOD, WOUSEWRAP, PAPER BACKED METAL LATH, AND STUCCO LAP ON BLOCK WALL 12" APA 40/20 -3/4" EXT. GRADE PLYWOOD HURRICANE STRAP EMBEDDED INTO TIE BM. AND (3) Ibd NAILS TO GABLE END TRUSS THRU THE SHEATHING TO THE WEB @ 48" O.G. TRUSS GABLE END DETAIL 1 S-4.1 � BLOCKING2@4PANEL�IJOINTS FASTEN LADDER TO BE 0 D ND TRUSS W/�(2 Ibd NAILS 2-1/2" LAYERS EXT. GRADE SHEATHING �- 2X8 FASCIA NAILED TO SUB -FASCIA W/ 16d Y . NAILS 2X6 DIAG. BRACE 2X4 SUB -FASCIA NAILED @ 48" O.C. TOENAILED TO LADDER W/Ibd NAILS TO 2X6 HORIZ. W/(2) 2X4 P.T. LADDER Ibd NAILS AND NAILED TO SECOND TRUSS W/ (2) 16d NAILS 8"AV RAKED TIE BEAM W/ (2) # 5 BARS TOP i BOTT. W/ #3 TIES @ 10" O.G. 2X(p P.T. BTM. PLATE STUCCO ON GALV. SELF FURRING SECURED TO BM. tty•. LATH BACKED W/ MOISTURE W/ 1/2" A.B. @ 24" O.G. RESISTANT BUILDING PAPER 8"XI2" CONC. TIE BM. APA 40/20-19/32" EXT. W/ 4#5 CONT. GRADE PLYWOOD HURRICANE STRAP EMBEDDED INTO TIE BM. AND (3) Ibd NAILS TO GABLE END TRU55 THRU THE SHEATHING TO THE WEB @ 45" O.L. GABLE END OVERHANG DETAIL 1 S-4.2 ,"a 2, ro is 26'6" 5'6" i 24' _ 'o � — _ __.__..I__.N _.�... N_. N TRUSS FRAMING PLAN 1 /4" PER FT I ro ro I z E-' x - O a a � O o0 ? Yuuz _u'j1) NWLI?[L Jo_Z�aQFJ r A Qx ;: QomOOt z x W°oMzr N i n Lo i PAUL CHARETE I.A. LICENSE-. AR 79 Lx2' U MARK H;k1Al" LICENSE AR 0099784 cn O_ � H O J W z LLJ O E"1 J Q O � P4 0 O O QD ♦ Lo rTy1 �i Q0 C� Lo z_ z z Q O a_ ♦ > U W w = 7__ 00 LLJ zz-� ra y" y N E-1 a w-N0------� N p i� O co 1-+L) Q W > 00 C) V w pr� U � J W o U) z LLi LLJ W U LLJ LLJ CD W O Q O = r� O O U (_o a- N STARTED: 04 08 2020 PRELIM: PRELIM FINAL: CONST DOCS: 06 08 2020 BLDG DEPT: BLDG DEPT: BLDG DEPT: AS-BUILTS: SCALE: 1/4" : 1'-0" SHEET 5-4 5 q'-57n 2 4'-411 +-1114 a ° ° ° ° WH INSTA +-q00 -372 +-1421 m - 1 A C ACCES ++-Iogo r ° O -436 r ' e 5 2 CAR q' -6' CLG' ° IL CJ Z q' CLG T GU ST /Ro d v' m d a W 10' G r"� CONC E EBRO N O ¢ w z Y a 6j -1114 - 45 372 p Y o I - �� -1421 y o 0 5L PE QN 51q y m m Q v -2 X 10 -81q o +-335 O \ I I 02�T e e e °°° e e 0111111111 Lo It `\ N CONC EYEBROW CONC EYEBROW CANT BEAM ABV \ y� +-11 0 — — — — — — — — — — — — — — — — — — — — J -371 PREFABRICATED -B-R E E Z E W A PROVIDE 1/8" WOOD TRUSSES SPACING AT 24" ON CENTER 5-5 PANEL EDGES SEE ROOF PLAN 12'-011 4'X8'CDX PLYWOOD 2q'-11" _ SHEATHING MIN. to1 19/32" THICK v MAX. SPAN 24" PROVIDE 2"x4" BLOCKING GARAGE ROOF-' Ef�A1" 1ING PLAN @ ALL PLYWOOD SEAMS 45" BACK OF GABLE ENb. iv NAIL SEAM 4 IONAILS @ ' " PER, FT PRE -EN INEERED WD. 4"o.c. EA. SIDE OFF 'I SEAM / TRU55E IN RED 2"x8" WOOD FASCIA PLANE. 24" O.G. (SEE TYPICAL WALL (TYP. U N.O.) SECTION) NAILED W/ o 2-16d NAILS @ EACH TRUSS I/16" SPACE AT PANEL ENDS o GENERAL TRUSS NOTE REFER TO TRU55 ENGINEERING PLANS FOR EXACT TRUSS LOCATIONS. ALL GIRDER TRUSSES SHALL HAVE A MINIMUM I #5 FILLED CELL DIRECTLY BENEATH THE GIRDER TRUSS. SHOULD THERE BE A DISCREPANCY BETWEEN THE TRUSS ENGINEERING DRAWING AND ARCHITECTURAL DRAWINGS THE TRUSS ENGINEERING DRAWINGS GOVERNS AND IT SHOULD BE IMMEDIATELY NOTIFY TO THE ARCHITECT. ST IS YOUR RESPONSIBILITY TO NOTIFY THE ARCHITECT IN WRITING AND IN IN GRAPHIC FORM OF ANY CHANGES AND MODIFICATIONS FROM THE ARCHITECTURAL LAYOUT. FAILURE b TO DO 50 SHALL VOID THE TRUSS ENGINEERING PACKAGE. TRU55 MANUFACTURER SHALL ALSO LABEL ALL LOADS , AND UPLIFTS ON PRELIMINARY TRUSS DRAWINGS SENT TO OUR OFFICE. TRUSS BRACING NOTES: 1. CROSS BRACING SHOULD BE LOCATED AT NO MORE THAN 6'-0'b;c. REPEATED AT EACH N O n n PE TED END F BUILDING AND AT 20'-0'" INTERVALS. * 2 x 4 DIAGONAL BRACING 2. BOTTOM CHORD LATERAL BRACING SHOULD BE LOCATED AT NO MORE THAN 0-0"o.c. BOTTOM CHORD LATERAL ATTACH TO TRUSSES BRACING SHOULD BE CLOSE TO THE BOTTOM CHORD PANEL POINTS WHEREVER REQUIRED BRACE SPACING PERMITS. w/ (2) 16d NAILS 3. CONTINUOUS BOTTOM CHORD LATERAL BRACING SHOULD BE CONTINUOUS FROM ONE END OF THE BUILDING TO THE PER CORNERS 4 0 / OTHER AND SHOULD OVERLAID' AT LEAST ONE TRUSS SPACE FOR CONTINUITY. USE MIN. 2"x4" GRADE MARKED LUMBER, INTERSECTION OF NAILED WITH A MIN, TWO 16d NAILS IN ACCORDANCE WITH NDS CRITERIA AT EACH CONNECTION INCLUDING WEB MEMBERS INTERMEDIATE TRUSSES. 4. ALL STRUCTURAL LUMBER TO BE SOUTHERN PINE NO. 2 OR BETTER. BENDING STRESS, Fb=1,200 psi (MINIMUM) Lo PLYWOOD NAILING DETAIL 20 FITATO / A A F17 ALLOWS LLATERAL BRACING A SCALE: N.T.S. * REFER TO ROOF PLAN FOR LOCATION I I +-335 * DIAGONAL BRACES TO CRO55 MIN. OF 2 TO MAX. OF 4 (2) 16d NAILS EACH MEMBER — — — 2"x4" CONT. LATERAL WOOD BRACING NAILED TO AC BOTTOM CHORD MAXIMUM 6' CRO 5 BRAG I N DETAIL -0' SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER 70 TRUSS NOTES AND TRU55 LAYOUT FOR LOCATION) SCALE: N. r.s. 4 3 5-5 S3 — ®+-1778 - -q26 45'-011 41-0 A +-335 I U q' CL ° q' G q' CL ° \ ° \ \ \ VAI N 41_Oa 17' 2" TpR�EI L/-LtS \\ 01 1- A 10' LG O `---------/ I------- b --- --/ ' / (V / -- — — — — —-- r-8'-- — — — — — -7 I _ — _ --- _ —J _ S +-177[A- / -1041 T81 _8 3 ® ° A ° LL co 411 N 1 _7 " 8„ -94 _ co 1 8'-711 Q10 -1310 GONG 3 BELOW -� 6" CONC. ELA r P `0 BOX T FOR AC DUCT 2r V � +-® /////-1061 -1061 +-1616 - 0 TB1 I n to 50 ® I iv I I e c — --- S2 pi I I +-3351 PRE-ENGINEERED WOOD TRUSS TRUSS LATERAL BRACING SPLICE SCALE. N.T.S. TYPICAL: CDX PLYWOOD DECKING TO TRUSSES W/ 10d NAILS, AS PER ZONES ROOF SHEATHING NAILING SCHEDULE NAILING FOR ZONE 1 10d NAILS AT 6" O.C. AT EDGES AND AT 6" O.C. AT INTERIOR MEMBERS NAILING FOR ZONE 2 10d NAILS AT 6" O.C. AT INTERIOR MEMBERS AND AT 4" O.C. AT EDGES (4' FROM EDGES AND RIDGES) NAILING FOR ZONE 3 10d RING SHANK NAILS AT 6" O.C. 0 INTERIOR MEMBERS AND AT 4" D.C. AT EDGES (4' FROM GABLE EDGES) SIP" IPSO',N CONNECTION SCHEDULE TRUSS TO CONCRETE CONNECTION NOTE: STRAP LENGTH TO. BE DETERMINED BY BUILDER TRUSS 70 WOOD FRAMING CONNECTION MODEL MARK I PLY TRU55 UPLIFT I PLY. TRU55 UPLIFT I LATERAL FI 4 F2 MODEL MARK I PLY TRU55 UPLIFT I PLY TRUSS UPLIFT METAI6 0 q-10d x 1 1/2 1450 10-I0d x 11/2 1805 10-I0d x 1 1/2 1805 12-10d x 1 1/2 2335 7-16d q-Ibd q-Ibd 11-16d 1450 335 1510 335 1510 335 2235' 335 635 730 730 730 M 515 Q 14-I0d 1 1/2" 14-I0d 1 1/2" IG-IOd x 11/2 16-10d x 1 1/2 840 840 1450 1450 14-I0d 14-I0d 16-I0d 16-10d 1000 1000 1450 1450 730 730 1245 1245 860 860 1245 1245 HETA20 AB MI 520 © HETA24 ® I -IT 20 6 HHETA20 © HT 24 a MMTSMI6 MISSING STRAP 7_I0d 560 4-1/4" X 2 4-I/4" X 13/4" 1/4" TAPGON 7APCON TO CMU TO GONG NAVY GIRDER TIEDOWNS W O.C. DIM ANCHOR DIA UPLIFT NOTE: ALL TRUSS TO TRUSS CONNECTIONS DESIGNED BY TRU55 MANUFACTURER. IIIGT © 3 3/4" - 5/8° 2-3/4" 3g65 100180 H T-2 © 3 5/161, 5 3/,411 -608p q' CLG q' CLG 0 1 w ° Lo 6080 `t1 q' rO q'-4' COFF R CLG <n Lj 0 v +-q80 v _. -522 I—— 241_011 45'-011 ROOF FRAMING PLAN 1 /4" PER FT PAULt`fiT' .I uC � Ar Go 0 Q- �, O, U J � MARK A.1.A. LICENSE AR 0099/-34 u 1 . I �,,:. I ! In VJI T. O I— W O z LLJ Q O U_ � W 0 O� � U O CD _ I Ln 0 Ln 1 4 z z O Q J F�1 � O W > U Q D ~ I— 00 � t U r CD � z � W _ ui U H Q N 03 co IM Fyl Q U Q 01-1 0 Q LLJ � U j W LL Q LLJ LLB U ry Q Q W LLJ (J� co O I— Q O _ O ON U 60 IZ 04 /,08 2027 STARTED: PRELIM: PRELIM FINAL: CONST DOCS: 06 08 2020 BLDG DEPT: BLDG DEPT: BLDG DEPT: AS-BUILTS: SCALE: 1 /4" : 1'-0" SHEET S-40 1 51UCC0 ON CMU STUCCO STOP/WEEP 5CREEED W/ FASTENERS 2'-0" O.G. SEAL TpP OF FLA5HINI W/ FABRIC AND MASTI MTL COUNTERFLA5H. PRECAST SLAB ONE PLY ROOFING 4" CANT Q 4 E E� FASTEN @ 6" O.G. 12" MIN BLACK ARMOR FLASHING SYSTEM B UNDER I FLY 8" LAP ROOF DETAIL TO GABLE END I 3/4 — 1 ' — 0" CAN BIEDUSED WITHOUT LIGNITION ARRIER FOR SPRAY FOAM PER RFBC R316 OPTIONAL PERSCITPIVE MATERIAL 1.5" MINERAL FIBER INSULATION BARRIERS TYPICAL ROOF CONSTRUCTION 5vCRIMP METAL ROOF PER NOA 12 SURFACED ROLLED ROOFING HOT MOPPE TO 52# FELT IN TAGGED TO 2 LAYERS 1/2" RID.GRADE PLYWOOD NAIL FIRST LAYER ON F ) @ 24" O.C. MAX. S22 tIUSS OfII C'S 2ND LAYER 1/2" EXTERIOR PLYWOOD SCF P STAGGERED TO ROOF TRUSSES, SHALL B REGISTERED FLORIDA ENGINEER.. - TYPICAL TRUSS ANCHOR PROVIDE (1)SIMPSON STRAP PER SCHEDUL ° 2x4RAT RUN W/ 8-1 Od NAILS - 6-0" D.C. MAX. MOISTURE BARRIER BETWWEEN TRUSSES AND MASONRY TOP OF BEAM .., EL SEE PLAN 21'-0" .AFF .� TYPICAL FASCIA CONSTRUCTION " TYPICAL INT. CEILING CONSTRUCTION ALUM METAL DRIP OVER 1X2 P.T.NAILER 5/8" GYP BOARD ON PRE-FAB ROOF I OVER 2X8 FASCIA TRUSSES @ 24" O.C.MAX. FASCIA CORNERS USE 3 SS SCREWS :. .SOFFIT STUCCO SOFFIT ON LATH I TYPICAL TIE BEAM CONSTRUCTION. P.T. 1x2 FIRESTOP : p_p TYP. TIE BM. OVER SOLID WALLS B X 16 !. O.H. TY PRECAST CONC. LINTELS @ ALL OPENINGS _ AS INDICATED TYPICAL EXTERIOR WALL CONSTRUCTION TYPICAL WALL INSULATION SMOOTH STUCCO FINISH ON 8" CMU :. R-5.2 MIN. INSULATION ON CMU PRIOR TO NAILING STRIPS. - I WALL W/8"x8" BLOCK COLUMNS PER ENERGY CALC I CONCRETE FILLED W/ 1 #5 RB VERT. SEE FOUNDATION PLAN PROVIDE 3/4" RECESS'' BETWEEN JOISTS. - CH-100 EMBED PL.- PRECAST SLAB - 5" 3000 P.S.I. GONG. SLAB W/ 6 x 6 8/8 W.W.M. OVER (a MIL VISQUEEN VAPOR BARRIER ON CLEAN, 2,000 PSF COMPACTION TO q5% PER DENSITY TESTING OVER TERMITE TREATED SOIL. 114I ) 2 ICK (BY OTHERS) ° TOP OF BEAM i EL SEE PLAN * { CONCRETE BEAM 10.0' NAVD 88 FIN FLOOR ELEV #4 HOOK BARS IB"LONG 6" HOOK APPROXIMATE FINISH GRADE @ ALL FILL CELLS V-O" VIF SEE 51TE PLAN FBC R4404.5.1.1 FOOTING TO HAVE 12" MIN 501L COVERAGE F7 GO NAVD 88 TOF s FLOOD ZONE 'AE' (BASE EL. 6.0') 4 14" x 24" CONT. GONG. SPREAD FOOTER W/ 3 #5 CONT. AND I #5 TRANS. AT 12" O.G. TYPICAL TWO S-5 3/4„ _ �,_0„ STORY WALL SECTION PROVIDE 3/4" RECESS BETWEEN JOISTS. C14-100 EMBED PL. PRECAST SLAB 1/4" 5LOPE/FT 1/2" R-BOARD CEILG P.T. 1x2 FIRESTOU TYPICAL INT CEILING CONSTRUCTION 5/8" GYP. BOARD ON PRE-FAB ROOF TRUSSES @ 24" O.C. MAX. TYPICAL WALL INSULATION R-5.12 MIN'.. INSULATION ON CMU PRIOR TO NAILING STRIPS PER ENERGY CALC 5/8" ';GYP. BOARD ON PT 2x FURRING @ 24" O.C. MAX. FIN SH BASE MOLDING TYPICAL SLAB CONSTRUCTION — 4' C�NC. SLAB SE STRUCTURAL TYPICAL ROOF CONSTRUCTION METAL ROOF PER NOA SURFACED ROLLED ROOFING HOT MOPPED TO 52# FELT IN TAGGED TO 5/8" EXT. GRADE PLYWOOD ON PRE-FAB ROOF TRUSSES @ 24" O.C. MAX. ROOF TRUSSES SHALL BE DESIGNED BY A REGISTERED FLORIDA ENGINEER.. TYPICAL TRUSS ANCHOR PROVIDE (1)SIMPSON STRAP PER SCHEDULE W/ 8-1 Od NAILS MOISTURE BARRIER BETWWEEN TRUSSES AND MASONRY %to1s010:1201! 7 OFF GARAGE FL ALUM METAL DRIP OVER 1X2 P.T. NAILER. OVER TO CONC DECK SOFFIT. STUCCO SOFFIT ON. LATH TYPICAL TIE BEAM CONSTRUCTION_ 4" TYP. TIE BM. OVER SOLID WALLS 8"X 16" O.H. TYP PRECAST CONC. LINTELS @ ALL OPENINGS AS INDICATED TYPICAL EXTERIOR WALL. CONSTRUCTION SMOOTH. STUCCO FINISH ON 8" CMU WALL W/ 8"x 8" BLOCKCOLUMNS CONCRETE FILLED W/ 1 #5 RB VERT. SEE FOUNDATION PLAN TYPICAL HORIZ. TIES DURAWLL MTL LADDERS EVERY OTHER - COURSE PRECAST CONC. LINTELS @ SOME OPENINGS AS INDICATED TYPICAL 1.5" RECESS ,!_ GARAGE FINISHED FLOOR A \ \ 7'-6" NAVD 88 FIN GRD. 5" 3900 P.5.1. GONG. SLAB APPROXIMATE FINISH GRADE W/ x 6 5/5 W.W.M. OVER -6" AFF GRADE 6 MIL. VISQUEEN VAPOR BARRIER FBC R4404.5.1.1 ON CLEAN, 2,000 PSF COMPACTION TO q5% PER FOOTING TO HAVE 12" MIN SOIL DENSITY TESTING OVER TERMITE TREATED SOIL. COVERAGE TYPICAL ONE STORY WALL SECTION S-5 GARAGE 3/4,, _ 11_0„ FASTENER SCHEDULE 3-22-12 LOCATION NAIL SIZE STAPLE METHOD SPACING * STRUCTURAL WOOD. UP TO 0.131 x 2-1/2" Od, OR 10d RING SH POWER DRIVEN 6" O.C. 0 PANEL EDGES & F WALL SHEATHING 5/8' WITH FULL HEAD 4" O.0 . 0 CORNER AND GAE * STRUCTURAL WOOD UP TO 0.131 x 2-1/2" Bd POWER DRIVEN 6" O.C. 0 PANEL EDGES & F 2ND FLOOR -SUB 3/4" WITH FULL HEAD FLOOR SHEATHING * STRUCTURAL WOOD UP 77qq 0.131 x 2-1/2" 1Od POWER DRIVEN 6" O.C. A PANEL EDGES AND ROOF SHEATHING & 5/B' WITH FULL HEAD 4" O.C. 0 GABLE ENDS 0 GABLE END 4" O.C. 0 STRUCTURAL FASC xP.T. WOOD FUR RING-ROM 9 x- 0 R DRI .. STRIPS APPLIED TO EXT, ROUND NAIL MASONRY WALL * EXTERIOR WINDOW BUCK .D99 x 3" ON (2x4) BUCKS POWER DRIVEN 12" O.C. (FOR BOTH APPUCA APPLIED TO EXTERIOR MASONRY WALL .D99 x 1-3 8" ON 1x4) BUCKS * EXTERIOR DOOR BUCK .D99 x 3 1x6 BUCKS POWER DRIVEN 12 O.C. FOR 1A APPUCAIP APPLIED TO EXTERIOR (FOR SWINGING DOORS) MASONRY WALL .099 x 1-3/8" ON (16) BUCKS 9" D.C..(FOR 1x6 APPLICATIONS) FOR-SUDING GLASS DOORS * GARAGE DOOR BUCKS 14 x 3". EMBEDDED TAPCON UP TO 9'-0 DOOR USE MAX.12 O.C. INTO 4-BAR COLUMN UP TO 16'-V DOOR USE MAX. 9" O.C. WOOD BOTTOM SOLE PLATE 1/2..ANCHOR BOLTS POWER DRIVEN 2'-0" O.C. W/MIN. 7 EMBEDMENT * WIRE LATH x 1- 2 16 GA. �STAPLEJ PNEUMATIC FASTENER MAX. 6. O.C. SIDE LAPS SECURED TO SUPPORTS& TIED BETWEEN SUPPORTS 0 9" O.C. 4" O.C. 0 RIBS * ROOFING PAPER AS PER PRODUCT APPROVAL * DRBtLME IN VERT. 11 GA. x 3/4" SMOOTH SHANK/ I HAND DRIVEN IW ON C THROUGH DRIP EDGE ON 12 AS PER PRODUCT APPROVAL INTO 2x4 TRUSS 16d (GALV) HAND NAILED 2 PER TRUSS OVERHANG INTO 2x6 TRUSS 16d (GALV.) HAND NAILED 3 PER TRUSS OVERHANG. — 2x4 RAT RUN 6-W O.C. MAX. TYPICAL INT. CEILING CONSTRUCTION 5/8" GYP. BOARD ON PRE-FAB ROOF TRUSSES @ 24" O.C. MAX. P.T. 1x2 FIRESTOP / TYPICAL WALL INSULATION R-5.2 MIN. INSULATION ON CMU,PRIOR TO NAILING STRIPS PER ENERGY CALC. TYPICAL INTERIOR WALL CONSTRUCYION 5/8" GYP. BOARD ON PT 2x FURRING @ 24" O.C. MAX. FINISH BASE MOLDING TYPICAL SLAB CONSTRUCTION 4' CONIC. SLAB SEE STRUCTURAL 5" 3000 P.S.I. CONIC. SLAB r W/6 x 6 B/8 W.W.M. OVER 6 MIL V15QUEEN VAPOR BARRIIER ON GLEAN, 2,000 PSF COMPACTION TO q5% PER DENSITY TESTING OVER TERMITE TREATED SOIL. TYPICAL CEILING INSULATION _ PROVIDE "ICYNEENE`CLASSIC MAX" CAN BE USED WITHOUT IGNITION BARRIER FOR SPRAY FOAM PER RFBC R316 OPTIONAL PERSCITPIV€ MATERIAL 1.5' MINERAL FIBER. INSULATION BARRIERS TYPICAL ROOF CONSTRUCTION 5v CRIMP METAL ROOF PER NOA SURFACED ROLLED ROOFING HOT MOPPED TO 52# FELT IN TAGGED TO 2 LAYERS 1/2" EXT. RID. GRADE PLYWOOD NAIL FIRST LAYER ON PRE-FAB TRUSSES @ 24" O.C. MAX. S22 BUSS I-0fIIAS 2ND LAYER 1/2" EXTERIOR PLYWOOD SCREWED AND GLUED ROOF TRUSSES SHALL BE DESIGNED BY A .REGISTERED FLORIDA ENGINEER. TYPICAL TRUSS ANCHOR PROVIDE (1)SIMPSON STRAP PER SCHEDULE W/ 8-1 Od NAILS MOISTURE BARRIER BETWWEEN TRUSSES AND MASONRY / 9'-6" TOP OF BEAM EL SEE PLAN � TYPICAL FASCIA CONSTRUCTION ALUM METAL DRIP OVER 1X2 P.T. NAILER OVER 2X8 FASCIA FASCIA CORNERS USE 3 SS SCREWS SOFFIT STUCCO SOFFIT ON LATH TYPICAL TIE BEAM CONSTRUCTION.. V-O" TYP. TIE BM. OVER SOLID WALLS 8"X 16" O.H. TAP PRECAST CONC. LINTELS @ ALL OPENINGS AS INDICATED TYPICAL EXTERIOR WALL CONSTRUCTION '.. SMOOTH STUCCO FINISH ON 8" CMU WALL W/ 8"x 8" BLOCK COLUMNS I CONCRETE FILLED W/ 1 #5 RB VERT. I SEE FOUNDATION PLAN I fF rr TYPICAL HORIZ. TIES DURAWLL MTL LADDERS EVERY OTHER COURSE PRECAST CONC. LINTELS @ SOME OPENINGS AS INDICATED - TYPICAL 1.5" RECESS 1ST FINISHED FLOOR EL. 0'-0" - FIN. GRID. 8'-2" NAVD 88 APPROXIMATE FINISH GRADE -6" AFF GRADE FBC R4404.5.1.1 FOOTING TO HAVE 12" MIN SOIL COVERAGE 0 TYPICAL ONE STORY WALL SECTION S-5 GUEST HOUSE 3/4„ = 1,_0 PAUL 1. A. LICE �'. 0 • O� G MARK ..A. LICENSE AR 0099784 U) O_ Q _J Li ry o E-4 J!' Q�' O' � W U 0') O; O N� w ♦ Ln � U Q0 Its z' 7� ♦ j U Q W w ~ �-+ D U' r') t-1 W Z„ L W E-+ N ! � Q N C) W N Q O � lr��1 Q Q LLB > �M LL �y� W LLJ z > __j LLJ 0 z cn LLJ LLJ U LLJ _ W LLJ (n (n O Q O _ 0 0 U Q0 CL N SCALE: 1 /4" 1'-0" SHEET V ear THRU FLOOR CONFIGURATION See "CLEARESCE TABL " to near t wall H W V 0 LU � 6 u° t� but J `t G C15sqf-t FLOOR AREA w J w3 Hoistway Z N 9 Hoistway ww sV 1 v imum Uoor swin 4 _ga11 Cleorence �y Finished Runway Dia 9 tp 9` \p. Nv .:\k' � pvp ea Pit Hole BCutout �a l 1p �� f�uG�p< 3< Base Ring Did wH PLAN VIEW THRU FLOOR PLAN VIEW CUCN U¢rri 5i_3$n wUj Minimum Door swing— c N Clearence lY L . • I�1 it ' /�I' c0m c D°ia ay Cob Gate to a3 Sir pc K'�e � Hoistway Door In Compliance with. 4 w 3/4-4 Rule ��c of ti°%'� s�� Per ASME AI7.1-2016 ` 1q 10�c° a` •,c Sec. 5.3.1.8.3 �� dw 4� cn ` <�j a c PIT/BOTTOM FLOOR 3 I m0 i na : I" fear from alcony ring G 2'- 1 tto Ede of Balcony �H d< F`°`y �Pao�`t91 ,e&if 94 ' NAo``A�t- \ ELEVATION VIEW -BALCONY ATTACHMENT T 'k �7 Y ` I Xj fe Hoistway u T O m w 2149 < �A Fastener � s z d'sec Min. Diu. > c q c c aIf<`' cP' Balcony Overhm we "e�� \ 2'-71" t o} : �� Eto Edge of E w \P `F Balcony L- �.c�. - 2'-10" 12'-10"1 d d k tto Edge of H Balcony Plate ' iaN TOP VIEW BALCONY DETAIL �.'6 s� Sn cc, c PLAN VIEW PIT CUTOUT/THRU FLOOR CUTOUT i C $" E Hoistway v - y m� 6, c v d d d '.41 b . b L T/ PIT ° a d' db 414'-II"] Hole cutout < 0 g 4 vFa°j ��•e��rt,�l�d`ar d Q d t tieF �, 10 cd:``pCop,ico op do V PIT CUTOUT DETAIL ILI gL C c VL C i v�in c C 3 E mQ U7� E',E 7 E IL _ M -'I6 `4 cZ Hole cutout I � TYP ELEVATOR DETAILS SCALE: 114" = I'-0" PAUL CHAR A.I.A. LICENS 9 x{ 0, 1J a v � f Q MAR w LICFNSF AR 0099784 �..� O I� ; W O z -1 � LLJ O Q O - W 11� O O w = ♦ LO In z Q 0 W O > U Q C W W U j O -d � 00 � I --I U Li' r0 z � � W E� U00U W N Q O QI CO a U a LLJ Q:� 00 t W � U W W r z LLJ U� W W U Q LLJ Z � � W O W O Q 0 N OCV U LO a- °` STARTED N Z20?0 PRELIM: PRELIM FINAL: CONST DOCS: 6 08 2020 BLDG DEPT: j BLDG _DEPT-.' BLDG 'DEPT: AS-BUILTS: SCALE: 1 /4" l'-O" SHEET ; Opp RAILG NOTES: I . BY RATIONAL ANALYSIS THIS RAILING IS DESIGNED TO RESIST A 250LB. FORCE APPLIED AT ANY POINT ALONG THE RAILING. 1" DIA ALUM. PICKETS @ 4.5" O/C 2 THIS RAILING DESIGN COMPLIES PATH FLORIDA MAX. 4" CLEAR OPENING MAX. CONT. 2" DIA ALUM. ACCESSIBILITY CODE FOR BUILDING HANDRAIL CONSTRUCTION, 2017 EDITION. -- -- 3 NFPA AND FBC HAND RAIL REQUIREMENTS ARE APPLICABLE TO THIS INSTALLATION. N z o -----2" DIA. ALUM. POSTS v� BOTTOM RAIL MAX 2" ABV FIN DECK CONC. BALCONY 2"DIA ALUM. POSTS ON CONC. SLAB @ 6'-0" 0/C MAX. PROVIDE COATED POSTS AT REIN. CONC. APP. 250# HORIZ. FORCE @ HANDRAIL PER CODE 3 O.D. PROVIDE PITCH PAN COLARS ALUM. PIPE FOR WATER PROOFING PIPE RAILING TYP PITCH CUP ATTACHMENT FILL W/ NON - SHRINK GROUT 1 /4" X 4" SQ. STL. PLATE I EXTERIOR RAILING DETAIL 5-7 SCALE: 3" = 1"-U' 2" 2" DIA ALUM. POSTS JJ N 114" PLATE 2- 5116" 2.5" WA GALV. PROVIDE SEALANT AND CAP 1.5" GRIPABLE RAILG 34" HI STAIR RAIL FROM NOSING W/ PICKETS TO REJECT 4" DIA SPHERE 42" HI GAURD RAIL SPECIFICATIONS FOR WEDGE ANCHORS SPACING: MIN STANDARD 10 DIA. BETWEEN ANCHORS MIN STANDARD 5 DIA. FROM EDGES ANCHORS ANCHOR DIA. EMBEDMENT TENSION SHEER 1 /4" 2" 1841 # 1443# 5/16" 2" 1882# 2110# 3/8" 5" 4075# 4318# 1/2" 5" 6336# 7419# 5/8" 5" 8554# 8264# WEATHER FLASHING FOR Cl" IU PROVIDE FLASHING PER CODE WEATHER CAULKING ON ALL SIDES OF BUCKS BEFORE WINDOW INSTALL PAINT CMU SILLS, JAMBS AND 8" AROUND OPENINGS WITH LATEX WATER WATERPROOFING PROVIDE CAULKING ON WINDOWS AND DOORS PER NOA PROVIDE CAULKING ON WINDOWS AND DOORS @ PERIMETER AFTER STUCCO APPLIED PER FBC R612.1 AND R703.6.8 CONT. CAULK @ PERIMETER. PROVIDE PAINT FINISH OVER 2 COAT STUCCO FINISH. ALUM. WINDOW FRAME 8" MASONRY UNIT. �— FILL CELL SOLID W/ CONC. O° °oo PROVIDE 1/4" X 3" TAPCON ' SCREWS THRU WINDOW E I X 4 P.T. WOOD BUCK INTO GONG. FILLED CELL G" INSULATION ON 8" C.M.U. FROM TOP AND BOTTOM REFER TO PLANS FOR AND 24" O.G. MAX. 0SU14116YJ TYPE AND SPACING. _JA PROVIDE CONT. VERT. G.W.B. TAPED, SANDED BEAD @ EDGE. SMOOTH AND PAINTED. HEAD LONG. BEAM. DROP OVER o°0 SMOOTH AND PAINTED. NDED WINDOW. ° STUCCO FINISH. PROVIDE CONT. BEAD. PROVIDE CONT. CAULK @ PERIMETER. PROVIDE WR X TAPGON SCREWS TNRU WINDOW ALUM. WINDOW FRAME E I X 4 P.T. WOOD BUCK INTO CONC_ FILLED CELL G" NOTE: I X 4 P.T. WOOD n SILL CUT TO BUCKS ATTACHED W/ 1-1/4� FIT OPENING. POWDER ACTUATED PII 5 G FROM CORNERS AND 12' O/G THRUOUT. o .0 CONT. CAULK. 5/8" G.W.B. TAPED SANDED GONG. WINDOW SILL. SMOOTH AND PAINTED. INSULATION ON B" G.M.U. 8" MASONRY UNIT. I L REFER �AT TO PLANS FOR SU ATIO60TYPE AND NINDON HEAD, SILL, AND JAMB DETAIL SCALE: N.T.S. 1"x 2" CONTINUOUS WOOD TRIM W/ CONTINUOUS CAULKING EXISTING POURED CONCRETE COLUMN EXISTING STUCCO � OR FILL CELL CONC. COL. / 2"x G" P.T. WOOD LEDGER ANCHORED TO CONCRETE COLUMN 1/4" WEDGE ANCHORS MIN 3" IMBED W/ WASHERS G" FROM EACH END AND 24" D.C. GARAGE DOOR # TRACK ASSEMBLY FASTENED TO 2"x G" AS PER MANUFACTURER'S SPECIFICATIONS. GARAGE DOOM BUCK SCALE: N.T.S 5/8" SMOOTH STUCCO FIN EXTERIOR POURED GONG. BM. OR PRE -CAST LINTEL (SEE STRUCTURAL DWGS. ) PVC CORNER BEAD Ix4 P.T. SET IN CAULK BED NAILED TO C.M.U. w/ CASE HARDENED GUN NAILS MAX 5" O.G. DOOR FRAME ATTACHMENTS TO ATTACH TNRU Ix4 AND INTO MASONRY CAULKING WOOD BRICK MOLDING PRE-ENGINEERED WOOD ROOF TRUSSES @ 24" O.G. BATT INSULATION (SEE ROOF DETAILS TYPE 'X' DRYWALL ON PLYW'D BACKER BOARD 1" X 4" CONT. WOOD BLOCKING ATTACHED TO ROOF TRUSSES 5/8" TYPE "X" DRYWALL ATTIC ACCESS DETAIL SCALE: 1-1/2" = 1'-0" GENERAL NOTE: APPLY SHERWIN WILLIANS SHER-CRETE FLEXIBLE CONCRETE WATER PROOF (TEXTURED A5 SERIES) AT EXTERIOR PERIMETER OF ALL DOOR +f: WINDOW MASONRY OPENINGS TO A DISTANCE OF 12" FROM EDGE OF OPENING SCALE: N.T.S. CABINET LOCATIOI A HORIZONTAL MEMBER SECURELY FASTENED TO NOT LESS THAN TWO STUDS SHALL BE INSTALLED FOR THE ATTACHMENT OF WALL HUNG CABINETS AND PLUMBING FIXTURES AS PER F.B.G. 2020 R4409.5.1.15 TAL 0 C.C. X G BLOCKING STUDS FOR WALL NETS AND FIXTURES TYPICAL SECTION OF STUD SPACING DETAIL @ CABINETS AND NALL-HUNG ITEL IS SCALE: N.T.S. INTERIOR 5/6" GYPSUM WALLBOARD REFER TO ID DRAWINGS FOR FINISHES 1 5/5" METAL FURRING STUDS @ 24" O/C WOOD CASING (VERIFY STYLE) 114" SHIM SPACE (INSULATION FILL) EXTERIOR DOOR JAMB w/ PREFAB. WEATHERSTRIPPING. GENERAL NOTE: APPLY SHERWIN WILLIANS SHER-CRETE FLEXIBLE CONCRETE WATER PROOF (TEXTURED A5 SERIES) AT EXTERIOR PERIMETER OF ALL DOOR 4 WINDOW MASONRY OPENINGS TO A DISTANCE OF 12" FROM EDGE OF OPENING EXTERIOR DOOR SILL DETAIL SCALE: N.T.S. I NTEF Fl1 GENERAL NOTE: APPLY SHERWIN WILLIAMS SHER-CRETE FLEXIBLE CONCRETE WATER PROOF (TEXTURED A5 SERIES) AT EXTERIOR PERIMETER OF ALL DOOR I: WINDOW MASONRY OPENINGS TO A DISTANCE OF 12" FROM EDGE OF OPENING THRESHOLD NON-SKID FINISH 1:20 SLOPE MAX. 5/8" GYPSUM WALLBOARD WOOD CASING (VERIFY STYLE) 1 5/8" METAL FURRING STUDS @ 24" O/C 1/4" SHIM SPACE (INSULATION FILL) EXTERIOR DOOR JAMB W/ PREFAB . WEATHERSTRIPPING. WOOD BRICK MOLDING CAULKING Ix4 P.T. SET IN CAULK BED NAILED TO C.M.U. W/ CASE HARDENED GUN NAILS MAX 8" O.C. WINDOW TAPCONS TO ATTACH TNRU Ix4 AND INTO F1A6C5R;` NER BEAD 5/5" SMOOTH STUCCO FINISH 8" CMU BLOCK EXTERIOR DOOR JA"IB DETAIL SCALE: N.T.S. PAUL CHARETTE`'A.I.A. LICENSE AR-'0016279 c MARK H A.1.A. LICENSE TXR 0099784 (n O O z J (((W LJ O J Q O 3: U_ W E4 O 0 ~ � I - .. (D L(� z � z Q ♦ i U Q � W LJ = ~ Q) I— 00 4_1 LLJ W00� E4 U L� Q Ln WN � O M -r 11 Q W Q�_' co 0 LLJ U LL z � LLJ 0 z LLJ LLJ W U 0 (� - J LLJ F___ I — IL LLJco -I U) O 0� Q O = r0 O O uo a_ N STARTED: 04 08 2020 PRELIM: IU PRELIM FINAL: CONST DOCS: 06 08 2020 BLDG DEPT: BLDG DEPT. BLDG DEPT: AS-BU I LTS: SCALE: 1 /4" : 1'-O" SHEET S-7 c�A etectic meter p11 I I I I I ]BATTER' PACK I I SOAR ON FLAT ROOF OF GAR!) I I I 0 SQ FT I 09/04/2 TA N19-0429.0� Q MISSION SOLAR L—-- —----1------ 1-------- --------1 F---------------- T--------- T------ - I I I I I l II I 2 qAR 9 GI11G I l i i I I EVE I I I I I r I - I I � I I I I I CHARGING 220 O -- I I I I I \ I I I I I I \ I I I I I I \I I I 1 I I I I 1 I I I I I 1 I I\ I I i I I I CGFIC L---------- ---------- L--- ItAfx lc--1---------1---------J ohd ohd iT RAGE I WI C` IU LT 211,11111 LA 21 _ _ I R / 22 F IG I / RECESSBOX TV ° I / I / o \ I\ GGFIG REF \ — / / I / \ — — — AF INCH I 9' -6" CLG I / \ AF \ \ \ AR SINK AF r / I Qcm ` �� \� PATIO I2 1 — — — — — — VP \\ //.��AF 4 i/ / °_AR_l — I �------- \r \ / ° WPGFI u AF AF La R \r / W/U55 AF AF � I o AF 0u0 / I J a „ / 4 WPGFI / ° - 1 1 \\\ --- • •LT BREEZEWAY TO FRONT DOOR \ \ \ • • \ \ '\ --- L5 LS PROVIDE INTERSYSTEM BONDING TERMINATION ACCESSIBLE FOR CONNECTION AND INSPECTION IVn WV La. ruR unnAR rI. I TV BACKING DETAIL 1 1/2' = r-O" (3) - # 8 PAN HEAD SHEET METAL SCREWS, TYPICAL 6"X16 GAUGE MIN. STEEL PLATE ATTACHED TO THREE STUDS MIN. & EXTEND 6" MIN. BEYOND MOUNTING POINT EACH DIRECTION PROVIDE MIN. 20 GAUGE STUDS & BACKING PLATE ANCHORAGES. DOUBLE STUDS @END OF PARTITIONS. NOTES: 1. TYPICAL BACKING PLATE ASSEMBLY FOR HANDRAILS, GRAB BARS, TOILET ACCESSORIES AND WALL HUNG CABINETRY. 2. COORDINATE BACKING PLATE LOCATION WITH ACCESSORY MANUFACTURER MOUNTING INSTRUCTIONS, NEC 406.8 PROVIDE UL USTED WEATHER PROOF ENCLOSURES NON LOCKING RECEPTICALS ELECTRIC RISER DIAGRAM N.T.S. SCALE: 1/4" = NOTES: 1. 75% of LIGHTING SHALL BE ENERGY EFFICIENT FIXTURES AND BULBS 2. ALL CEILING FANS TO BE UL LISTED FOR FAN PURPOSE PER NEC 314.27 AND NEC 422.18 CEILING BOXES SUSPENDED PADDLE FAN CEILING BOXES MUST BE MARKED TO SUPPORT 35# BUT NO MORE THAN 70# AND BE FAN LISTED 3. ALL NEW RECEPTICALS SHALL BE UL LISTED TAMPER PROOF 4. ALL NEW HIGH HATS SHALL BE IN THERMAL ENVELOPE SEALED AIRTIGHT & IC PROTECTED USE 120 V 3" LED WAG (HR 2 LED-H09D -1CA ) AIR TIGHT RECESSED LIGHTING HOUSING 14 W BULB 2008-0279 LS UP LT 0 CHARETTE RESIDENCE O6 OS 2020 09 04 262° 633 SE HIDDEN RIVER DRIVE PORT ST. LUCIE, FL 34983 E— 1 2020-066 WPGFI ` _ — — — — — — — — ` WPGFI E1 41— L II it II \/ II — ..................... (1)� 5 01mim) • • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIGIII. IIIIIIIIIIIIIIIIIIIIII� DI!IIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIII heal 1� p I I \ I I AVIARY \, /�, I I I I tlpnll \� I W%FI 'hill ° --- // 1 r I— Tx7tl e I / \ in ni REF WINE , / \ {���\\ to r ar to Is \ to Uc Itg \ 1� '\ \ 01 It -40 ----�— CGIF r is Q \ \ IJCTION OOD / \ AF \ I / CGFIC VAC \ MICRO \\ �\ RECESS TV BOX �n --- _GGFIG 420 O \ 3 / ®60 PANTRY CC,-�cIE —- O\EY� cm T (d .O — — — — — — to 5 „p UP LT I COV\\ ' ENT �% 11 \ to dit I/ II II I I I I I I I I I I I I I I I I ° T- I ° \ <\ I � I o / I OPEN ABV I / I 2 STORY ELEV I I — — — —J — 9' HDR -- L— ---� ° -- — — — — — — — — — — — — — — — — — — — i / I GREAT RM- \ R 7 10'-10-6"/OvE CLG / I / I / I I I I I I I q------------ ---------— ° 111011111111111111111111111 ° I o I ° WPGFI - POOL PANEL — — — — — -- CHARETTE INTERNATIONAL ARCHITECTURE INC AA26002424 ARCHITECTURE PLANNING HISTORICAL RENOVATIONS 2528 N 38 TH AVE HOLLYWOOD, FL paul@charettearch.com (561) 756-6094 / / / / PAUL CHARETTE A.I.A. LICENSE C`M M 0016279 _ -r< MARK HUt� S' A.I.A. LICENSE';µ A�0099784 i' j LOAD CALCULATION - PANEL B BREAKER LOAD CIRCUIT DESCRIPTION POLE WIRE 100% COMMENTS (AMPS) (KW) 1,3 DRYER 2 30 10 5,000 NO 2 WASHER. 1 20 12 1,200 NO''.,, 4 LAUNDRY /PDR GFI 1 15 12 1,200 NO 5 LAUNDRY VAC & VAC SYSTEM 1 15 1,2 1,200 NO 7,9. GEO AC 2 35 10 5,000 NO 6,8 GEO AC 2 35 10 6,000 NO 10,12 INDUCTION RANGE 2 40 8 - 9,600 NO 11 UNDER COUNTER MICROWAVE 1 20 12 1,500 NO 12 REF 1 20 12 1,500 NO 13,15 OVEN 2 20 10 4,500 NO 16 SMALL APP 1 20 12 1,500 NO 17 SMALL APP 1 20 12 1,500 NO 16 DISHWASHER 1 20 12 1,200 NO 19,21 WATER HEATER 2 30 10 5,000 NO 20 AVIARY LIGHTING 1 20 12 1,000 NO 22 AVIARY WPGFI 1 20 12 1,200 NO 23 FANS 1 15 12 1,000 NO '.. 24 KITCHEN /LAUNDRY LIGHTING 1 15 12 1,000 NO 25 LOUNGE / PDR LIGHTING 1 20 12 1,200 NO 26 EXTERIOR LIGHTING 1 20 12 1,200 NO 27 EXTERIOR WPGFI 1 15 12 1,200 NO 28 FOYER LIGHTING 1 15 12 1,000 NO 29 LIVING RM LIGHTING 1 15 12 1.000 NO 30 ELEVATOR 1 20 12 1,200 NO 31 LIVING RM OUTLETS 1 20 12 1,200 NO 32 BEDRM 2 LIGHTING 1 15 12 1,000 NO 33 BEDRM 2 OUTLETS AF 1 20 12 1.200 NO 34 BATH OUTLETS CGFI 1 20 12 1,200 NO 35 LOFT LTG/OUTLETS 1 15 12 1,000 NO 36 MASTER LIGHTING 1 20 12 1,000 NO 37 MASTER OUTLETS AF 1 20 12 1,200 NO 38 MASTER EXERCISE OULETS 1 20 12 1.200 NO 39 MASTER BATH OULETS CGFI 1 20 12 1,200 NO 41 EXTERIOR 2ND FL EXTERIOR LTG 1 15 12 1.200 NO 40,42 STEAM UNIT 2 97 2 20 KW LOAD CALCULATION - PANEL A BREAKER LOAD CIRCUIT DESCRIPTION POLE WIRE 100% CONDUIT SIZE (AMPS) (KW) 1,3 LECVEHICLE CHARGER 2 30 10 5,000 NO 3/4" 2,4 ELEC VEHICLE CHARGER 2 30 10 5,000 NO 3/4" 5,7 GUEST HOUSE A/C 2 30 10 5,00o NO 6,8 GUEST HOUSE INSTA HOT TITAN N85 2 40 8 81500 NO 9 GARAGE DOOR OPENER 1 15 12 800 NO 10 '.ARAGE LIGHTING 1 15 12 1.000. NO 11 ARAGE EXTERIOR LTG 1 20 12 11000 NO 12 3ARAGE OUTLETS CGFIC 1 20 12 1,000 NO 13 "UEST BATH LTG 1 15 12 1,000 NO 14 3UEST BATH OUTLETS CGFIC 1 15 12 1,000 NO 15 JUEST HOUSE OUTLETS AF 1 15 12 1,200 NO 16 UEST HOUSE LTG/FAN AF 1 15 12 1,000 NO 17 XTERIOR WPGFI 1 20 12 1,200 NO 18 UC REF 1 15 12 1,000 NO TOTAL AC/CHARGERS ® 65% FIRST 10K BALANCE 13950 0 40% 25330 / 240 33,700 9,750 10.000 5580 105.5 LOAD CALCULATION - POOL PANEL BREAKER LOAD CIRCUIT DESCRIPTION POLE WIRE 100% CONDUIT SIZE (AMPS) (KW) 1,3 DOOL PUMP 2 20 12 2.4 NO 2 OOL LIGHT 1 15 12 1.0 NO 4 DOOL SALT CLORINATOR 1 15 12 1.2 NO 5,7 IRRIGATION PUMP (GFI) 2 20 12 2.4 NO 6 P(GFI) 1 20 12 1.0 NO 8 LANDSCAPE LTG 1 20 12 1.0 NO OTAL TOTAL 85700 AC ® 65% 7,800 FIRST 10K 0 100 10,000 BALANCE 69700 ® 407. 27,880 TOTAL 45680/240= 190.2 ELECTRICAL NOTES I. CONTRACTOR SHALL VERIFY WITH FP*L THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANELS AS REQUIRED. 2. ALL WIRE SHALL BE THHN COPPER, UNLESS NOTED OTHERWISE. 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. b. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER SPECIFICATIONS. 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT AND AT PUMPS NOT VISABLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER RECOMMENDATIONS. q. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE EXTERIOR OULETS AS SHOWN ON PLANS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS SELECTED BY OWNER. II. 'PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON ELECTRICAL PLAN. PROVIDE PRE -WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS, 12. DEDICATED CIRCUITS SHALL HAVE NO MORE THAN 6 DUPLEX RECEPTACLES. 13. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTICAL OUTLETS FOR COUNTER SPACES SHALL BE GFI PROTECTED ACCORDING TO NEC 210-8(a). 14. ALL CLOSET LIGHTING SHALL COMPLY WITH NEC SEC. 410.5. 15. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. 16. PREWIRE FOR GARAGE DOOR OPENER SENSOR. 17. C TICALS TV ANTENNAS OR TELEPHONE JACKS ALL OUTLET BOXES FOR RE EP � , ETC. IN RATED WALLS MUST BE METAL OR U.L. RATED FOR, USE IN ONE HOUR FIRE RATED CONSTRUCTION. 15. ALL ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRICAL CODE AND NFPA 70. Iq. ELECTRICAL CONTRACTOR TO CONFORM WITH BELLSOUTH REQUIREMENTS FOR -TELEPHONE EQUIPMENT INSTALLATION 20. CO-ORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHER TRADES TO AVOI CONFLICTS PRIOR TO FABRICATION, INSTALLATION, AND ERECTION. 21. ELECTRICAL CONTRACTOR TO VERIFY ALL HVAC UNIT CONNECTIONS WITH HVAC CONTRACTOR PRIOR TO INSTALLATION. ALL A/C UNITS TO HAVE INTERNAL BREAKERS. 22. ALL METERS, METER CENTERS AND DISCONNECTS TO BE APPROVED BY FPtL. "y 23. MINIMUM WIRE SIZE SHALL BE #14 AWG INSULATION FOR WIRE SIZE #6 AND SMALLER SHALL BE THWN #4 AND LARGER SHALL BE THHN. ALL CONDUCTORS #10 AND SMALLER 9.000 9400 / 240 = 37.5 ELECTRICAL LEGEND SYMBOL DESCRIPTION O SMOKE DETECTOR 11OV., INTERCONNECTED W/ 10 YEAR BATT BACKUP. SMOKE DETECTOR/CARBON MONOXIDE, INTERCONNECTED W/ 10 YEAR &M BAIT BACKUP. C� ELECTRICAL PANEL DISCONNECT SNITCH $�p ELECTRIC METER 40 CEILING FAN WITH BRACED JUNCTION BOX. EXHAUST FAN ® COMBINATION EXHAUST FANLIGHT ® DOOR CHIME Q PUSH BUTTON CEILING OR WALL MOUNTED LED. UGHT FIXTURE RECESSED LED LIGHT FIXTURE �1 LED ROPE STRIP LIGHTING FIXTURE RECESSED LED WALL WASH SINGLE POLE SWITCH AT STANDARD HEIGHT 3 $ THREE WAY SWITCH AT STANDARD HEIGHT FOUR WAY SWITCH AT STANDARD HEIGHT D $ DIMMER SWITCH W/ BUILT-IN OFF -ON SWITCH R ❑® FLOOR MOUNTED IM OUTLET, PHONE OUTLET, RECEPTACLE tt SINGLE CONVENIENCE RECEPTACLE WITH GROUND, 120 VOLTS 1p QUAD CONVENIENCE RECEPTACLE WITH GROUND, 120 VOLTS c SINGLE CONVENIENCE RECEPTACLE WITH GROUND, 240 VOLTS O TELEVISION OUTLET W RECESSED BOX PHONE OUTLET ABBREVIATIONS WP = WEATHER PROOF AF = ARCH FAULT GFCI = GROUND FAULT INTERRUPTER BC = BELOW COUNTER AFF = ABOVE FINISH FLOOR VP = VAPOR PROOF VH - VERIFY PRIOR TO INSTALLATION PB - PUSH BUTTON CARBON MONOXIDE DETECTORS SHALL BE HARDWIRED N/ BATTERY BACKUP AND WITHIN 10' OF EACH SLEEPING ROOM PER FL STATUTE 553.865 SI" IOKE DETECTOR _ NOTE SMOKE DETECTORS SHALL BE HARDWIRED TO NEAREST ARC FAULT', CIRCUIT PROTECTED AND WITH INTERCONNECT TO ALL CARBON MONOXIDE DETECTORS FOR SIMULTANIOU5 ALARM OF ALL DEVICES. IN CASE OF ONE DEVICE IS ACTIVATED W/ TAMPER RESISTANT 10 YEAR BATTERY 4 42 42 iN AW EF-1 CGFIC I\ CGFI i rVP. VP GFIG \ r \ W G 55 ENCL EF2 yP GAB � BATH ,I° � \�__--/..�,` T/ Lu o LIN L - ii WIC j AMB It r TTI ' \ C 42 I LL Dt11 r M „15 Al it I I TT / 11 II II AF II Ii L---- ' ° ° AF AF / i AF \ / DRAT T AF // \ 0 / \r AF / \ MAS BEDRM AF � IT I I AF LAF AF /+RS \AF i AF / AF �r E---',' AF I AF 1 / RECESS TV BO I / Q60' / RECESS TV PDX WA F----\\060 �---�agP-�F ---- I GONG f BELOW ®►_�oIIIIIIIglllllilllliiiuuiiiiip VAC C °USB \r.. LEV I I I LOFT cm � \ 42" RAILG / OPEN BELOW\ 2 STORY / I \ II I II 13 ------- - - / \ AF @60,, I \ RECESS TV BOX \J F� p �/� C 0 V�� A-T�O- \ AF / l 2N ,BLED'RM o- �- -- BALC AF \3\3 AF58 A IAF all 0 0 0 II I II I 61_6n 2 ND FLOOR PLAN PAUL � A.I.P� L_ICE ®a 79 �ev MAR A.I.A. LICENSE AR 0099784 �ev MAR A.I.A. LICENSE AR 0099784 O I--1 WN O z J IL Lij lY o o J Q O U_ 0'- W 0 _j E--+ O 0 ♦ T 1 Ln U] 0 Lo I--� z z 0 I�1 0- ♦ U � a ' W W = U Q I-_ 00 � I--� U Ld r7 Q) z C3 W 00 0 N Q N C3 O 1�1 Q Q LLJ >' ry' 00 W U W' > _j z W /0LLJ V / L� I , I U Q �`JI 0 J W CD LL O ♦- Q I`7 1 O _ 0 u (-O n cN STARTED: 04 08 2020 PRELIM: CONST DOCS: 06 08 2020 BLDG DEPT: BLDG DEPT: =BLDG DEPT: _ -- - AS-BUILTS: SCALE: 1/4" SHEET PLUNEINGNOTES: BATHROOM FLOOR /ENCLOSUREa NOTES: Bath tub/shower glass enclosures if used are to be tempered 1. PLUMBING CONTRACTOR SEWER TAP LOCATION SMALL VERIFY SERVICES AND PRIOR TO CONSTRUCTION, Shower heads shall have anti -scald devices. 2. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS All bathroom door locks shall be designed to permit the opening OR VALLEYS. of the door from the outside in case of an emergency. 3, SIZE' t LOCATION OF CLEAN OUTS SMALL BE IN CONFORMANCE W/ CODE. Bath tub $ shower floors, and walls above bath tubs with installed 4. A MEANS OF CONTROLLING INCREASED PREASURE CAUSED shower heads and in shower compartments shall be finished with BY THERMAL EXPANSION SHALL BE PROVIDED WHERE a non absorbent surface. Such wall surfaces shall extend to a REQUIRED 1N ACC RDANCE WITH F.B.C. SP607.3.1 SP607.3.2 height of not less than six feet above the floor. SHOWER HEADS @ W 5. ALL' TUB/SHWR. VALVES SHALL BE ANTI SCALD WITH INTEGRAL STOPS. FLOOR AND BASE TO BE IMPERVIOUS TILE SURFACES IN SHOWER OR TUB SHALL BE NONABSORBENT 6. THE FLOORS t B SE MATERIALS OF BATHROOMS � POWDER ROOMS SHALL BE IMPERVIOUS MATERIAL. TO A MIN 6' HT ABV. FLOOR PER FBC 7. PROVED BACK FLOW PREVENTION DEVICE AS DESCRIBED IN F.B.C. TABLE 608.1 NOTE: SHOWER/TUB VALVES SHALL COMPLY W/ B. WATER -HAMMER RRESTORS SHALL BE REQ'D FOR QUICK CLOSING VALVES AS PER F.B.C. P-604.9 FBC RES P2708.3 CONTROL VALVES SHALL HAVE PRESSURE- BALANCE/ THERMOSTATIC MIXING OR Ci. THE WATER HEATER RELIEF VALVE DISCHARGE PIPING MUST CONFORM O F.B.C. P-504.7.1 COMBO PRESSURE -BALANCE MIXING VALVES W/ A HIGH LIMIT STOP PER ASSE1016 OR CBA B125 10. SHUT OFF VALVE5 MUST BE I/4 TURN BRASS BALL JOINT TYPE THE HIGH LIMIT STOP SHALL BE SET TO A MAX OF 120 DEGREES PROVIDE TEMP GLASS ENCL. IN -LINE THREMOSTATIC VALVES SHALL NOT BE USED FIXTURE TYPE WATER PIPE SIZE NOMINAL SAN. SIZE NAXINUN FLOW RATES WATER CLOSET 1/2" 1/2" 311 211 1.25 LED 'G.P.F G.P.M. LAVATORY KITCHEN SINK 1/211 21111 1.5 G.P.M. SHOWER HEADS 3/4" 211 1.15 G.P.M. 3' 1;1 ST��o ; �Rql� Now I R ER I I LAV\ pNEAR CD I 2 AIN SN�WE I / R I I WASHER 3/411 2" I. 5 G.P.M. j NOTE: ALL WATER LINES TO BE SIZED AS 3/4 itCOPPER PIPING WATER PIPING SHALL BE TYPE "L" COPPER Op>> SOIL AND WASTE PIPING SHALL BE WITHIN UNITS AND ALLI, I I CONDITIONED SPACE ABOVE GRADE AND SCH. 40 PVC BELOW GRADE. VENT RISERS MAY BE SCH 40 P.V.C. I APPROVED AI R CHAMBERS AT FURNISH AND INSTALL A I PLUMBING FIXTURE. I I N BATH �h 3 � , F91, STU DpR i LA � W� � 2 �2 2'� 3 PDR 3 n R SINk I q'' MAIN HC o Set- SFp�I T ANk PLUMBING FIXTURE SCHEDULE: .FIXTURES ( TRIM AS SPECIFIED COLOR SELECTION BYARCHITE TAN® /OR OWNER. .MARK FIXTURE A�TALM NO. DESCRIPTION/COLOR WC 1 WATER CLOSET TOTO WHITE WC 2 WATER CLOSET TOTO WHITE LAV 1 LAVATORY KOHLAR UNDER MOUNT. WHITE LAV 2 LAVATORY KOHLAR UNDER MOUNT WHITE SINK SINK KRAUS DEX 33" KDlUS33B UNDER MOUNT SS VERSIDRAIN W CAP - LT LAUNDRY TUB KRAUS DEX 25" KDlUS25B UNDERMOUNT SS VERSIDRAIN W CAP ICE LINE see seperate permit 1200 GAL SEPTIC TANK 500 sq, ft trench drainf ield �0 KITCHEN 3 SCALE: N.T.€ IC L 11 I I I r� 3 2 BEDR1" 12 PAU R'E4° A.I.A. LIR 0 79 01 E �v Q- Wi ®r. jr MAR A.1.A, LICENSE AR 0099784 O W O z -j Ld ry 0 J Q O 'S O d- W 0 o J rn E-I �--+ y? O _ 0 I ♦ cx az C Ln -- z q O ♦ '� > Q� w W D 1 00 Ld z ° E"4dO N E-+ Q CY N W Q � co �Q W Q:� 00 o 0-) LIJ U W > W r w Un LIJ W U 0 Q J WLL Cn o Q N-) ct�' S r� O N NO STARtD: U4/iLU PRELIM: 6/CONST DOCS 0�" 11 BLDG DEPT: M BLDG DEPT: BLDG DEPT: F 1 AS-BUILTS: SCALE: SCALE: N.T.S. SHEET F-1 2 CAR 2" WIC y I D 1 \ I / I BAR 2 SHOWER HEADS''@ 88' � ' o i /31 _811 RAMP I I i H J PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK AB5 PLASTIC PLUG: TAPERED -THREAD WITH TFE JOINT COMPOUND. — WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. CONCRETE FLOOR SLAB — SINK STUD OOR 1-1/2" E3 GUEST ROOM PATIO 2" LOOP VENT LAONDRY GENIE II kASH II DRY FREC ° MAIN co - ��-- BREEZEWAY SEPT - u 411 II -- MAIN O CO Q IO DESIGN BY OTHERS — TgNK a ol KITCHEN I COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. NOTE: PROVIDE NCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. TYPICAL NALL CLEAN OUT DETAIL SCALE: N.T.S. q 1/4" R.O. GUY GRAY MFG. CO. I MODEL FB-200 RECE55ED MOUNTED m I WITH WATER ARRE5TOR I HAMMERS �CL�AN OUT AT r- A.F.F. 3" DRAIN 2' VENT vz" c. . I m 3" DRAIN FIN. RASPING rlACHINE PIPING DETAIL NO SCALE REMOVABLE TEE 3/4" HOSE THR'. 3/4" CONNECTION LESS FLANGE WHERE ATTACHED TO EXPOSED PIPING ROUGH CHROME PLATED VACUUM BREAKER (VANDAL PROOF) HOSE BIB DETAIL SCALE: N.T.S. SHUT OFF VALVES (TYP) T� V SFp�IC DESIGN BY OTHERS"INL COLD WATER SUPPLY TO WATER HEATER FROM MAIN METER N 85 TITAN TANKLE55 WATER HEATER FOR 1 BATHS OR EQUAL INSTALLATION INSTRUCTIONS AND SPECS MOUNT TO WALL WITH MANUFACTURER SUPPLIED SCREWS AND BRACKETS TYPICAL GUEST RN INSTA HOT WATER HEATER 411 BREEZEWAY 3" co I m PANTRY 11------- I I II III I li I r �I HALL II 3" 211 OVEN VAC BOAT CLOSET ST M \ CLO 51-05" IG AVIARY 8' — 0" X 13' Jul lul -- o -6 0 O q' HDR I 21 I 201 Iq 115 1 17 1 16 15 14 13 12 a COV ° II 1 2 3 4 5 6 7 9 10 E RY q ° FOYER 1 �� O 10' NGVD e I I p OPEN ABV 2 STORY ELEV I CO — q' HDR— -VERT"—- - SCREENED LANAI 10' CLG 10' NGVD GREAT RM 0 I 0lul Jul0 [Ulu - -J fr . POOL L- - GROUND FLOOR FLAT SANITARY PLAN 1 /4" . 1'-0" PAUL CHARETTE I A.I.A. LICENSE-0 AR.,001.6279 MARK fH .f.A. LICENSE AR 0099784 O_ 7Q.) 1uu� 1� Q O J W z LL � LLJ o O J Q O r , U W 0_ J rn E� O O c0o ►—� � = U Ln z Q F-1 W O U W Lu = ~ N 00 Lli 00 @� Q Lo :3 W N N O �- O O Q LLJ >_y LL ���� 00 L -i U W > z LJ_ w 12L�- 0 W Ld LLJ U LLJ LLJ U) CD W O Q Ir O O O U 2— STARTED: 04 08 2020 PRELIM: OS2020 CLNST DOCS: 06 BLDG DEPT: BLDG DEPT: BLDG DEPT: AS-BUILTS: SCALE: 1'-0" —1/4" SHEET F-2 SCHEDULE CERAMIC TILE -REFER TO INTERIOR DESIGNER DWGS. LATEX MODIFIED THIN -SET GALV. MTL. STUDS WATER RESISTANT BACKER BOARD WATERPROOFING MEMBRANE LINER EXIBLE SEALAN 7 ILI r --------- I 41 \ 4 4 4 4 4 4 v a 4 4q 4. 3 PIECE DRA1 SEE PLUMBIN ,DRAWING TYP SHOWER PAN SECTION SCALE: 3" = 1'-0" WALL PEFZ PLAN SHOWER SIDE TILE WALL SOLID CKII FILL ALL DRILLED HOLES WITH SILICONE SEALANT CHANNEL 2 1/2" 5. Sc SHOWER CURB BELOW TW SI GLASS CHANNEL AT WALL A '' ° ''' ° PLAN VIEW SECTION - WALL ASSEMBLY PER PLAN 4 SCHEDULE - WALL PAINT PER SCHEDULE - PROVIDE SC14LUTER 'SCHIENE' PROFILE AT EXPOSED ENDS OF TILE - C.R. LAURENCE BRUSHED CHROME GENEVA 037 STANDARD HINGE, TWO PER DOOR - GLASS TO BE CENTERED ON DAM - SHOWER DAM BELOW - SINGLE ACTION, 1/2" TEMPERED GLASS SHOWER DOOR PANEL TO SWING OUT FROM SHOWER - SOLID BLOCKING AS REQUIRED TO RECEIVE SHOWER DOOR MOUNTING HARDWARE. - TILE 4 THIN SET OVER 5/5" DENS GLASS TILE BACKER BOARD WALLS FOR TILE FBC R702.4.2 —sHowER GLASS ALL NALL BOARD IN SWONER' OR TUB TO BE DURAROCK FOR TILE (TEMPERED). ALL DURAROCK TO BE PAINTED N/ WATER PROOF LOCKTITE INSTALL PER MANUF. SPECS CEILING BOARD IN SHONER OR TUB TO BE NATER RESITANT BOARD TILE LE CERAMIC 5 MIL. PLASTIC BEHIND DURAROCK FLOOR AND BASE TO BE II" IPERV IOUS -n i �7 L WATERPROOFING MEMBRANE LINER -LATEX MODIFIED THIN -SET, SLOPE TO DRAIN o -CONCRETE STRUCTURAL SLAB > rd 24" EILALMETERl CONDENSATE SUMR TRENCH DRAIN'! 2' grade _ p C1 O� J 0 p / gravel filled i conc. pipe r ` IO�r CONDENSATE SUMP DETAIL SCALE: NTS PRESSURE RELIEF VALVE ATTS 530G r - -0 t THERMOMETER - TYPICAL UNION - TYP CAL ELECTRIC WATER HEATER DRAIN PA FINISH FL R 1T E P VALVE V PIPED TO 0 AFF DRAIN VALVE RELIEF LINE (SEE * BELOW) I" COPPER RELIEF PIPE TO OUTSIDE *TERMINATE RELIEF LINE OVER DRAIN PAN W/ AIR GAP PROVIDED * PIPE PAN TO OUTSIDE W/ P COPPER PIPING NOTE: DISCHARGE PIPING SHALL COMPLY W/ NFPA 72. ELECT IC WATER NEATER PIPING' SCALE: N.T.E. /I SHOkER HEAD5 II ii 2 ND FLOOR FLAT SANITARY PLAN 1 /4" : 1'-0" PAUL C TE A.I.A. I IC �p 6279 ,mod J E G: ua M LA. LICENS 099784 L7 � O F--1 ; O W Z L- LLJ J O Q O U' 0) W 0 J 0) N O O CD T Ln N ♦ � 0 Lo z .. O J I--1 a_ E"1 Q U` W LjJ _ E-1 j N ~ 00 4 F� FW- z U ) W00 E Q N N U N nNW Fr-�i O O Q IJ-�1 �Q 00 O7 LiJ � z LLJ > LLw a� V)II W U clJ Q Q LLJ W U) O LLJ �' O � 1-- Q rr) ry N _ O O u c� N STARTED: 04 08 2020 PRELIM: CONST,IDOCS: 06 08 2020 BLDG_DEPT- BLDG DEPT- BLDG DEPT- AS-BUILTS: SCALE: 1/4" : 1'-0" SHEET p — 3 Ir`/L� cOpY i II I 18" _ Fvl 1 AHUl j \ 3 TON ° LAUNDRY 10 FM HALL 1 WA 30 p 8 X GENIE Eyl 1 WA DRYER EXHAUST cN�TE 1 ' VENT THRU WALL + RETURN WITH BUG SCREEN 7=� NE 18 X 20 -� ° REF -WINE T p I I I I p HOOD VENT THRU I O I [0!WALL WITH BUG — � SCREEN 300 CFM p CIO KITCHEN e I BREEZEWAY \ I COV EN RY I I #1 AT V3W — P D I Iil I1 \ 1 E, cFl FAN 1 1 it 1 145 C M \ LINEAR SLOT DIFFUS R / / SCREENED LOUNGE LANAI 10' CLG / 10' CLG / 10' NGVD I / / 145 CFM 1 / LINEAR SLOT 1 DIFF SER' I l l / I I / / p / p 1 201 1,9 1 16 1 A 1 16 15 14 13 12 I I' ° is NGVD 1 95 CFM I M 95 CFM ° 6'r., I 12 X 8 LINEAR S 0 1 WAY ° DIFFUSE ° I CNI. I p x OPEN ASV 211 STORY I E L CEVELEV I 1 1L I 1 I - a' WOR !i 1461 SQ FT 1 ST FLOOR 1290 SQ FT 2 Ind FLOOR 2751 SQ FT MAIN 482 SQ FT GUEST HOUSE En ®> SUPPLY DIFFUSERS RETURN AIR DIFFUSER O — T-STAT. E DAMPER IN DUCT ANCING DAMPER IN SUPPLY fORITED OUTSIDE AIR ANCE DAMPER Y & RETURN DIFFUSER FIRE/SMOKE DAMPER 'PLY TRUNK URN TRUNK S FOR R-5.2 RAGE & PATIOS R-5.2 PAUL CHARETTE A.LA LICENS 6279 _ dap A � o �<1 n 0, n� x 'Q � MI AIR H -'INS, 99784 71 O_ 1 I- �1 j W 0 Z J I'- � LLJ o J Q O >O> 7 W U OI-f C7 1—I 07 0 _ O CD = I Lo C� Ln ►-� Z Z Z Q J >, E C W Q t W LLI = -j 700 0 n 4-d Q) ►---� � Z � W E� d 0 N � dN Q N p WN O o � c9 Q LLJ '' LLJ r U W L� E 0 W cn z — W W U C) 0 � LLJ W (n o Q ro n-� o _ ro Q o U CO n N STARTED: 04/08/2020 [ED�E.P� T: PROJECT #: 3417072OR T: 2 ND FLOOR 1" IECNANICAL PLAN THIS HVAC SYSTEM AS DESIGNED IS INCOMPLIANCE WITH 2O17 F.B.C.M. AND THE 2017 F.B.C.EC [RE] RESIDENTIAL.r EFFICIENT ENERGY SERVICES, INC. 1/4"1ROY ABOOD STATE OF FLORIDA RATER RES. # 1316 COMM. #1361 SHEET P.O. BOX 181 ALTOONA, FL. 32702PHONE - 352-669-9090 PLANSHVAC®GMAIL.COMr I OR m' PAUL CHARETTE A.I.A. " GENERAL HVAC NOTES ARE IN COMPLIANCE WITH 2O17 F.B.C.M AND F.B.C.EC [RE] RESIDENTIAL BE M . 1. AN AIR DISTRIBUTION SYSTEM SHALL BE DESIGNED AND INSTALLED TO TO SUPPLY THE REQUIRED DISTRIBUTION OF AIR. THE INSTALLATION OF AN AIR DISTRIBUTION SYSTEM SHALL NOT AFFECT THE FIRE PROTECTION -REQUIREMENTS SPECIFIED IN THE F.B.C.B. 2017. DUCTS SHALL BE CONSTRUCTED, BRACED, REINFORCED AND INSTALLED TO PROVIDE STRUCTURAL STRENGTH AND DURABILITY. REFER TO THE F.B.C.M. CHAPTER 6, SECTION 603 - DUCT CONSTRUCTION & INSTALLATION. A LEVEL WORKING SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PROVIDED iN FRONT OF THE CONTROL SIDE TO SERVICE THE APPLIANCE. REFER TO F.B.C.M. 2017 CHAPTER 3, SECTION 306 - ACCESS & SERVICE 2❑. ALL DUCT SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC "OR" APPROVED TAPES THAT EXTEND NOT LESS THAN 1 INCH AND LABELED IN ACCORDANCE WITH THE UL-181A, PART 1 FOR DUCT BOARD OR UL 181B, PART 1 FOR FLEX. ALL THRU-WALL, FLOOR & CEILING PENETRATIONS INTO THE DUCT SECTION SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT BOARD OR RIGID METAL AND IS SEALED TO BOTH E DUCT SECTION AND GRILLE SIDE WALL SURFACE. THE BRANCH DUCT SHALL BE FABRICATED AND ATTACHED IN ACCORDANCE WITH 2O17 F.B.M.C. CHAPTER 6, SECTION 603 AND 604 RESPECTIVE TO THE DUCT TAPE USED. ( 33 ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE E USED IN PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES, E EQUIPMENT AND APPLIANCES INSTALLED AT GRADE LEVEL SHALL BE SUPPORTED ON A LEVEL CONCRETE SLAB OR OTHER APPROVED MATERIAL EXTENDING NOT LESS THAN 3 INCHES (76MM) ABOVE ADJOINING GRADE OR SHALL BE SUSPENDED NOT LESS THAN 6 INCHES (152MM) ABOVE ADJOINING GRADE. SUCH SUPPORT SHALL BE IN ACCORDANCE I THE MANUFACTURE INSTALLATION INSTRUCTIONS. AS PER 2017 F.B.C.M. CHAPTER 3, SECTION 304.10 5. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO 2017 F.B.C.M. CHAPTER 6. 6. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL AND COMPLY WITH 2O17 F.B.C.M. CHAPTER 5, SECTION 501.15 7. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED. "EXCEPTION" RESIDENTIAL BATHROOMS HAVING NO LESS THAN 4 PERCENT OF FLOOR SPACE. REFER TO THE 2017 F.B.C.M. CHAPTER 4, SECTION 402.2 ALL EXHAUSTED BATHROOMS, CLOSETS & STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FOR MAKEUP AIR TO BE RETURNED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED. REFER TO 2017 F.B.C.M. CHAPTER 6, SECTION 601:5 9❑. BALANCED RETURN AIR - (1) TRANSFER DUCTS MAY ACHIEVE THIS BY INCREASING THE RETURN TRANSFER 1-1/2 TIMES THE CROSS SECTIONAL AREA (SQUARE INCHES) OF THE SUPPLY DUCT ENTERING THE ROOM OR SPACE IT IS SERVING AND THE DOOR HAVING AT LEAST AN UNRESTRICTED 1-INCH UNDERCUT TO ACHIEVE PROPER RETURN AIR BALANCE. (2) TRANSFER GRILLES SHALL USE 50 SQUARE INCHES (OF GRILLE AREA) TO 100 CFM (OF SUPPLY AIR) FOR SIZING THROUGH -THE -WALL TRANSFER GRILLES AND USING AN UNRESTRICTED 1-INCH UNDERCUTTING OF DOORS TO ACHIEVE PROPER RETURN AIR BALANCE. (3) HABITABLE ROOMS ONLY SHALL BE REQUIRED TO MEET THESE REQUIREMENTS FOR PROPER BALANCED RETURN AIR EXCLUDING BATHROOMS, CLOSETS, STORAGE ROOMS AND LAUNDRY ROOMS, EXCEPT THAT ALL 'SUPPLY AIR INTO THE MASTER SUITE' SHALL BE INCLUDED. AS PER 2017 F.B.C.M. 601.6 EXCEPTION #1, #2 & #3. 10CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN F�n . APPROVED PLACE OF DISPOSAL. SUCH PIPING SHALL MAINTAIN A MINIMUM HORIZONTAL SLOPE IN THE DIRECTION OF DISCHARGE OF NOT LESS THAN ONE -EIGHTH UNIT VERTICAL IN 12 UNITS HORIZONTAL (1-PERCENT SLOP). CONDENSATE SHALL NOT DISCHARGE INTO ANY STREET, ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE. ` IN ADDITION TO THE REQUIREMENTS OF SECTION 307.2.1, WHERE DAMAGE TO ANY BUILDING COMPONENTS COULD OCCUR, AS " A RESULT OF OVERFLOW FROM THE EQUIPMENT PRIMARY CONDENSATE REMOVAL SYSTEM, AN AUXILIARY PROTECTION METHOD SHALL BE PROVIDED FOR EACH COOLING COIL OR FUEL -FIRED APPLIANCE THAT PRODUCES CONDENSATE. EX REFER TO F.B.C.M 2017 CHAPTER 3, SECTION 307.2.3 #1 THRU #4. CONDENSATE DRAIN SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH F.B.C.M. 2017 CHAPTER 3, SECTIONS 307.2.1 THROUGH 307.2.5 CONDENSATE WASTE AND DRAIN LINE SIZE SHALL BE NOT LESS THAN 3/4" INTERNAL DIAMETER AND SHALL NOT DECREASE IN SIZE FROM THE DRAIN PAN CONNECTION TO THE PLACE OF CONDENSATE DISPOSAL. WHERE THE DRAIN PIPES FROM ONE UNIT ARE MANIFOLDED TOGETHER FOR CONDENSATE DRAINAGE, THE PIPE OR TUBING SHALL BE SIZED IN ACCORDANCE WTH 2017 F.B.C.M. CHAPTER 3, TABLE 307.2.2 G ALL HORIZONTAL PRIMARY DRAIN LINES WITHIN UNCONDITIONED AREAS SHALL BE INSULATED IL DUCTLESS MINI -SPLIT EQUIPMENT THAT PRODUCES CONDENSATE SHALL BE PROVIDED WITH AN INLINE CHECK VALVE LOCATED IN THE DRAIN LINE OR A TRAP. REFER TO F.B.C.M. 2017 CHAPTER 3, SECTION 307.2.4.1 CONDENSATE PUMPS LOCATED IN UNINHABITABLE SPACES, SUCH AS ATTICS AND CRAWL SPACES, SHALL BE CONNECTED TO THE APPLIANCE OR EQUIPMENT SERVED SUCH THAT WHEN THE PUMP FAILS, THE APPLIANCE OR EQUIPMENT WILL BE PREVENTED FORM OPERATING. PUMPS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS. Ill-T.1 REFRIGERANT PIPING FOR REFRIGERANT LINES SHALL BE INSULATED TO A THERMAL RESISTIVELY OF AT LEAST R=4 HR. SUCTION LINE MUST BE INSULATED IN ACCORDANCE WITH ASTM E96/E96M-16. REFER TO 2017 F.B.C.M. CH. 3, SEC., 307 Fl-2-1 IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, IT'S CAPABILITIES OF SENSIBLE HEAT I E UAL TO THE EQUIPMENT SPECIFIED BY THE HVAC DESIGNER. DRYER EXHAUST DETAIL 2017 F.B.C.M. 501.3 ROOF CURB FLAT ROOF CAP ROOF MIN. ROOF FLASHING EXHAUST DUCT -" -ERIOR WALL INTERIOR FRAME WALL J OR FRAME FERIOR WALL DRYER TER VENT -��q - :XHAUST DUCT 'HRU WALL CEILING EXHAUST FAN DETAIL N T S FLAT ROOF CAP ` CEILING/ROOF JG -� MIN EXH. DUCT REMOVAL MUST Q 13. ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO 2017 F.B.C.M FOR ANY SYSTEM NOT INSTALLED ACCORDING AND F.B.C.EC TO PLANS. [RE] RESIDENTIAL 114.1 THE DESIGNER WILL NOT BE RESPONSIBLE A ` A ` SEE GENERAL HVAC NOTES: VERIDICAL FLOW AIR HANDLING UNIT GENERAL HVAC DETAIL N.T.S. ICYNENE R-20 ROOF DECK INSULATION CONDITION AREA ATTIC OR UNCONDITIONED AREA RETURN SIDE FRESH AIR LINE ALL SUPPLY AND RETURNS MUST BE METAL PIPE TO MOTORIZED DAMPER MIN. 1 FIBERGLASS DUCT OR FLEXLEX IN ATTIC OR UNCOND, SPACE IN CONDITION SPACE MIN. R-4, i INCH. aSUPP1-Y �R �? SUNPRPLY 6 INTERIOR WALL ANT LINES TO RETURN AIRL ATTIC a OR WALL VENT INTAKE MOTORIZED OUTSIDE AIR DAMPER - 30 CFM IN 4 INCH PIPE TO APPROVED SOFFIT OR WALL VENT - VENT TO MATCH SOFFIT OR WALL COLOR EXTERIOR RM CLIP 1" X 1-1/4" 14 GAUGE ME' RM CLIPS .mill EXHF FAN WALL CAP FLOOR W/ BACKDRAFT DAMPER LING L- EXHAUST DUCT` N.T.S. "NOTE: 4 CLIPS PER CONDENSING UNIT". AIR CONDITIONING 6 EACH 3/16" X 3/8" SHEET METAL SCREWS IN THE SLOTTED HOLES ON RM CLIP 1 EACH 1/4" X 3 1/4" LONG TAPCON CONCRETE SCREW THROUGH RM CLIP CONCRETE SLAB I B DUCTS MUST BE IN COMPLIANCE WITH CHAPTER 6, 2017 F.B.C.M. SECTIONS 603 & 604 SUPPORTS 5 ft. MAX. DISTANCE TYPICAL SPIN -IN FITTING OR TAP OLLAR APPROVED HANGER HARE MINIMUM R-6, 1 1/2' FIBERGLASS DUCT DRAW BAND FOR INTERIOR LINER effi OR FLEX IN ATTIC OR UNCONDITIONED SPACE APPROVED HANGER WIRE MIN. R-6, 1 1/2" INSULATED FLEX SUPPORTS 5 ft, MAX. DISTANCE IN ATTIC OR UNCOND. SPACE t I � I/ I HANGER CHANNEL 1.5 INCH WIDE (min.) TYPICAL DUCT TRUNK SUPPORT DETAIL DUCT TRUNI EXTERIOR LINER SEAL SHALL FASTEN TO DUCT .DUCT SUPPORT INTREVALS 'HORIZONTAL DUCT - 5FT VERTICAL DUCT - 6FT. C G-90 RATED FOR CORRISION/WIND RESISTANCE, 2015 ASCE 10-15, 170 MPH WINDS CONDENSING UNIT MOUNTING DETAIL NOTE: ELECTRIC REQUIREMENT FOR EQUIPMENT H , V. A. C. EQUIPMENT SCHEDULE FIELD VERIFIED BY ELECTICTIAN/MECHANI TO BE AL CONTRACTOR. A/C MFG. MODEL NUMB ER SENSIBLE LATENT TOTAL-BTUH EER VOLTAGE RLA. M.C.A. MAX BREAKER CF O/A CFM DIA. 0/A DUCT OR EQUAL EQUAL OR BETTER"COOLING/HEATING FURNACE A/H: NSVO36H101CTLOBN 24938 8762 3 TON 5 KW 22 0 208/230 23.9 27.4 40/40 1200 30 4" 1 SASTER ERIES GEOTHERMAL H/P GEOTHERMAL H/P 33700 1/60 WATER R50OA A/H: NSZ036H110CNNOBA 24938 8762 3 TON 5 KW 22.0 208/230 23.9 27.,4 40/40 12 0 30 4" 2 1 GEOTHERMAL H/P GEOTHERMAL H/P 33700 1/60 URNACE A/H: NSVO18H101CTLOBN 13690 4810 1.5 TON 5 KW 18.3 �208/2301 16.5 18.1 20/20 60 30 4" 3 5ASERIESTER GEOTHERMAL H/P GEOTHERMAL H/P 18500 1/60 EXHAUST FAN SCHEDULE FAN# MFG. TYPE CFM I VOLTS PART# DUCT DIA. 1 BROAN CEILING EXH. FAN 70 120 XB80L - 4 INCHES 2 BROAN CEILING EXH. FAN 50 120 X650L 4 INCHES 3 BROAN CEILING EXH. FAN 150 120 QTXE150 6 INCHES 4 BROAN CEILING EXH. FAN 80 120 QTRE080 6 INCHES 5 BROAN CEILING EXH. FAN 80 120 QTRE080 6 INCHES 6 TYPICAL DIFFUSER IN NO CASE ,MATERIAL SUPPORTING FLEX DUCT THAT IS IN DIRECT CONTACT PATH IT MUST BE LESS THAN 1 r INCHS NONMETALLIC DUCTS ALL: DUCT SHALL BE ' ALL DUCT SHALL BE I ALL DUCT SHALL BE I IN ACCORDANCE WITH UL 181 AND LABELED AS CLASS OR CLASS 1 OF R-6 INSULATION' IN UNCONDITION AREAS EN Z/ SUPPLY DIFFUSERS N— RETURN AIR DIFFUSER O — T-STAT. F/b —FIRE DAMPER IN DUCT BALANCING DAMPER IN SUPPLY _ MOTORIZED OUTSIDE AIR BALANCE DAMPER ®`7 WHITPPL FIRE/SMOKE KENDAMPER PER SUPPLY TRUNK RETURN TRUNK ROUND FLOOR GUEST HOUSE rlECHANICAL HLAN RESIDENTIAL A/H'S IN ATTIC HORIZONTAL AIR HANDLER DETAIL ON PLATFORM MANUAL OPERATING DAMPER MOTORIZED DAMPER FOR O/A INLET (WALL OR ROOF) i--- I SUPPLY RETRIGERATI 'S.L RETURN. DUCT ONES- EL '�'� DUCT CONDENSA DRAIN LINE , CONDITION AREA ATTIC OR UNCONDITIONED AREA ALL SUPPLY AND RETURNS MUST BE A/HSITTING ON PLATFORM USE MIN. R-6,1 1/2" FIBERGLASS DUCT PRESSURE TREATED 2 X 4'S IN AUX. PAN OR FLEX IN ATTIC OR UNCOND. SPACE IN CONDITION SPACE MIN. R-4, I INCH. NOTE: SEE ELECTRICAL REQUIREMENTS NOTE: SEE GENERAL HVAC NOTE #9 RESIDENTIAL A�H'S IN ATTIC FOR CONDENSATE LINE NOTES. NOTE: AS PER 2017 FL*DA BUILDING CODE [RE] ENERGY CONSERVATION RESIDENTIAL CHAPTER 4 SECTION R403.3.6 1. THE SERVICE PANEL OF THE EQUIPMENT IS LOCATED WITHIN 6 FT. OF AN ATTIC ACCESS 2. A DEVICE IS INSTALLED TO ALERT THE OWNER OR SHUT THE UNIT DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. 3. THE ACCESS OPENING IS OF SUFFICIENT SIZE TO REPLACE THE AIR HANDLER 4. A NOTICE IS POSTED ON THE ELECTRIC SERVICE PANEL INDICATING TO THE OWNER THAT THE AIR HANDLER IS LOCATED ABOVE THE CEILING. SAID NOTICE SHALL BE IN ALL CAPITALS, IN<16 POINT TYPE, WITH THE TITTLE AND FIRST PARAGRAPH IN BOLD: i NOTICE TO HOME OWNER: A PART OF YOUR AIR-CONIDITIONING SYSTEM, 'THE AIR HANDLER', IS LOCATED IN THE ATTIC. FOR PROPER, EFFICIENT AND ECONOMIC OPERATION OF THE AIR-CONDITIONING SYSTEM,'I YOU MUST ENSURE THAT REGULAR MAINTENANCE IS PERFORMED YOUR AIR-CbNDITIONING SYSTEM IS EQUIPPED WITH ONE OR BOTH OF THE FOLLOWING: (1) A DEVICE THAT WILL ALERT YOU WHEN THE CONDENSATION DRAIN IS NOT WORKING PROPERLY. (2) A DEVICE THAT WILL SHUT THE SYSTEM DOWN WHEN THE CONDENSATION DRAIN IS NOT WORKING. TO LIMIT POTENTIAL DAMAGE TO YOUR HOME AND TO AVOID DISRUPTION OF SERVICE, IT IS RECOMMENDED THAT YOU ENSURE PROPER WORKING ORDER OF THESE DEVICES BEFORE EACH SEASON OF PEAK OPERATION. (n �. O W O z Ld Of M-� J O O E4 Q W of O J O cf) = I ♦ In 0 Ln 1-� z .� z I�I IG-I Q a ♦ U ; W Q, c � W N �i 1 u 00 P� I-1-I IW z W d U 00 N � Q ' � Ln N :3 0 W N C) O �..> Q } Q:� 00 LLJLLJ LL- LLJ ry W cn III LzLW U C) Q ,:... LLJ I- I- W Qo O I- "--OEM • IN on IJLUU UtF' 1: BLDG DEPT. PROJECT #: 3417072OR BLDG DEPT: _--- VAC SYSTEM AS DESIGNED IS IN -- - THIS H COMPLIANCE WITH 2O17 F.B.C.M. AND THE 2017 F.B.C.EC [RE] RESIDENTIAL. AS-BUILTS EFFICIENT ENERGY SERVICES, INC.' ROY ABOOD STATE OF FLORIDA RATER SCALE: 1/4" RES. # 1316 COMM. #1361 SHEET P.O. BOX 181 ALTOONA, FL. 32702 PHONE - 352-669-9090 I ;' PLANSHVACC)GMAIL.COM /Cy, IN 0 0 r� NOTE: HOLD IN 3/4" FOR NOTE. All HANGERS ARE SIMPSON HUSZ UNLESS NOTED OT ERWISE. .e I 421, 2616" 5'6" --{ rFGK , r, --2—PLY, r r r r r I—- � — -- -- — -- I l I � W I 2' 2' 2' Q' 0 2 2 Z x 2' 2 2' 144 n - 24'- 57' I ; NOTICE Field Bracing is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer, Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in a straight and plumb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" o.c. max. Where no rigid ceiling is applied directly to the bottom chords, they shall be braced at 6'-0" O.C. max. Trusses shall be handled with reasonable care during erection' to prevent excessive damage or personal injury. ZSee Engineering for connections, nailing schedules, etc, —' NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is W the responsibility of the builder to utilize engineered x drawings when erecting trusses. Girder truss to girder truss connections which 'exceed q the capacity of a standard hanger or truss to wall connections are the responsibility of the builder. O GENERAL NOTES 1. TRUSSES SPACED 24" ON CENTER, U.O.N. a 2 ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING BY BUILDER. 4. SOME VALLEY FRAMING BY BUILDER. 5. BOT.= BOTTOM OF TRUSS FROM ELEV. 0'-0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION Z WIND SPEED: 170 MPH TYPE: MWFRS DESIGN CRITERIA: ASCE 7/10 Q CATEGORY: 2 EXPOSURE: C .4 O x ROOF LOADS FLOOR LOADS TCLL: 20 TCLL: 40 TCDL: 15 TCDL: 10 BCLL: 0 BCDL: t0 BCDL: 5 TOTAL: 55 TOTAL: 55 ALLOWAINCREASE 1.25 ALLOWABLE 1.00 INCREASE DEFLECTION 3601240 DEFLECTION 360 240 APPROVED FOR TRUSS LAYOUT ONLY I •';IC4. c 874ZI 2 W , 0 /QlllllllllN� JULf4 P I III TEL: , (954) 975-3384 FAX: (954) 978-8980 3635 PARK CENTRAL BLVD POMPANO BEACH, FL. 33064 SHOP DRAWING APPROVAL_ THIS DRAWING IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL_ OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE, PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. CHARETTE INIT. ARCH I FILE COPY 2828 8 aF1 „TH N 38 Tt' AVE HOLLYWOOD .FL 3302, Approved By: VOL; e: CUSTOMER: P A U L 'ATE : 07-07-20 NEV: B. FRANKO.... : SCALE NA CHARETTE. RES. SUMV - PORT ST. LUCIE PAGE: COUNTY: MARTIN 2.. OF 2 LOT/BLoac DWG N0. 633 SE HIDDEN RIVER DRIVE 20185 - 6 V7 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 50 Legend & Abbreviations: (symbols not scaleable for size) PLS — PROFESSIONAL LAND SURVEYOR E-- — GUY WIRE PSM — PROFESSIONAL SURVEYOR & MAPPER `0 — WOOD UTILITY POLE LB — LAND SURVEYING BUSINESS ® — TELEPHONE SERVICE T. — CENTERLINE ® — CABLE T.V. BOX R — RADIUS ® — ELECTRIC BOX L — LENGTH — LIGHT POST JN — DELTA ANGLE — WELL E/P — EDGE OF PAVEMENT o — HYDRANT B/C — BACK OF CURB D4 — GATE VALVE B.M. — BENCHMARK b! — IRRIGATION VALVE POC — POINT OF COMMENCEMENT — WATER METER POB — POINT OF BEGINNING S — SANITARY MANHOLE o — (PCP) PERMANENT CONTROL POINT — SANITARY SERVICE PCP — PERMANENT CONTROL POINT — SEPTIC TANK M — (PRM) PERMANENT REFERENCE MONUMENT — DRAINAGE MANHOLE PRM — PERMANENT REFERENCE MONUMENT — CURB INLET O — (IP) IRON PIPE ® — SURFACE INLET IP — IRON PIPE EN — MITERED END SECTION ® — (IRC) IRON ROD & CAP - CONCEPTUAL DRAINAGE IRC — IRON ROD & CAP v — STREET SIGN O — (CM) CONCRETE MONUMENT pd5 — PROPOSED GRADE CONCRETE MONUMENT — TYPICAL ELEVATION FD — FOUND xZy,5 (M) — MEASURED A/C — AIR CONDITIONER (P) — PLAT CONC.— CONCRETE (C) — CALCULATED F.F.E. — FINISH FLOOR ELEVATION OVERRIGHT L BSB — BUILDING SETBACK LINE R/W — WAY EL./ELEV. — ELEVATION P.\W — RIGHT OF WAY AB — AS —BUILT P/K — PARKER—KALON REPORT OF SURVEY: * TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC * THIS SURVEY PERFORMED BY: MERIDIAN LAND SURVEYORS LB#6905 1717 INDIAN RIVER BLVD, SUITE 201 VERO BEACH, FLORIDA 32960 * PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE: MATTHEW CROWLEY P.S.M. #7214 * THIS SURVEY MEETS ALL APPLICABLE REQUIREMENTS OF THE FLORIDA STANDARDS OF PRACTICE AS CONTAINED IN 5J-17, FLORIDA ADMINISTRATIVE CODE. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 9/2/2020 * BUILDING SETBACK LINES, IF SHOWN ARE BASED ON THE BEST AVAILABLE INFORMATION, BUTARE NOT CERTIFIED TO. THE SETBACKS MUST BE VERIFIED PRIOR TO DESIGN OR CONSTRUCTION. * THE THE BEARING BASE FOR THIS SURVEY IS N89*47'08"E ALONG THE NORTH PROPERTY LINE OF LOT 5, PER PLAT. * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME. * LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT. * UNLESS OTHERWISE INDICATED, FOUND MONUMENTATION IS UNIDENTIFIED. * THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONES "X (SHADED)" AND AE (ELEVATION 4.3) PER FLOOD INSURANCE RATE MAP #12111CO279 K, DATED FEBRUARY 2, 2020. * ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. * THE ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. PRIMARY BENCHMARK IS PORT ST. LUCIE BENCHMARK NO. 793, ELEV = 11.99. FND PIK NAIL 3�ea�1 V 0 U1 0l 0 0\rn2 �f moo. A Z cpr � v � � Z � m LOT 4 I= VISTING RESIDENCE FIAVSH FLOOR EL. 8. 30' FND `IRON ROD KITH CA 18 6018 5 6 5 1 �3 d �69 7,6• .�5• -� �6 AD\5/8" I & CAP (LB m � \ �m 31.24\ EASTERLY EXTENSION Or NORTH LINE OF LOT 5, BLOCK 1 *,5 0 RECEIVED OCT 01 2020 Pernutt/nfl C*alvment fit: Wglo c'@unty G' UTILITY EASEMENT PER P AT ---�---- `------------- � ------------------� 0 \ WESTERN LfNE OF SHORELINE (PLAT) �jj NE CORNER OF LOT 5, BLOCK 1 \ ♦ O \ >► PPROPOSED POINT OF BEGINNINGIV;PROVEMENTS FOUND ?, IRON )ROD& CAFh (LB 6018\ r--Ir—�� a\ ®®09 4I IIDDEI ❑❑❑❑❑❑❑❑ \\\\ ®°� Fsc��6'Fp (s eCiNFrCO :.,vn.au \ 7 ti O! \\Cq 0 \ add . 0%,018) ji ill 1; L C� T �� �T !! !NI I r11 jt ("t I .!i.] �l=' I v q f / \ _ c I II I! I _l I �A y� /� /� � ILL, II } �! �" I !I \ \ \ FLOOD ZONE AE' \ K( / 11i,�\ k�.U_1 II.;� ;i li p I F'ifGD ZONE X' \ i /�� (BASE EL. 4.3' + _ �• ;. i ii (SHADED) CA N �HVl EA�l7EG'�T��7�LTr-�"----k6 6�------------'- ,.. ----- 307.63 ----F------------------------ --------Ci-- 6------ k• ) k 6' UTILITY EASEMENT PER PLAT 6? 6• c• , \ y 46.62(C NB9470B £ 3 4.25' S89'47'OS W (D) + 9 6' WOOD FENCE a EASTERLY EXTENSION y$ 6' ® LINE OF LOT 5, BU 0• SE CORNER QF LOT 5, OCK FND IRON ROD k� O FOUND 5 IRON ROD 7w/ TH CA "LB 6018" & CAP(LB 6018) LOT 6 EXISTING RESIDENCE FINISH FLOOR EL. 9.00' LEGAL DESCRIPTION: (OFFICIAL RECORDS BOOK 3287, PAGE 1809) LOT 5, BLOCK 1, OF HIDDEN RIVER ESTATES SUBDIVISION, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT, IN AND FOR ST. LUCIE COUNTY, FLORIDA, AS RECORDED IN PLAT BOOK 18, PAGE 14, TOGETHER WITH THE FOLLOWING DESCRIBED PROPERTY: BEGIN AT THE NORTHEAST CORNER OF LOT 5, BLOCK 1, OF HIDDEN RIVER ESTATES, A SUBDIVISION RECORDED IN PLAT BOOK 18, AT PAGES 14, 14A THROUGH 14B, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE RUN NORTH 89'47'08" EAST, ALONG THE EASTERLY EXTENSION OF THE NORTH LINE OF SAID LOT 5, TO THE WESTERN SHORE OF THE LAGOON SHOWN ON THE PLAT OF HIDDEN RIVER ESTATES; THENCE MEANDER SOUTHEASTERLY, ALONG SAID SHORELINE, TO THE EASTERLY EXTENSION OF THE SOUTH LINE OF SAID LOT 5; THENCE RUN SOUTH 89'47'08" WEST, ALONG THE EASTERLY EXTENSION OF THE SOUTH LINE OF SAID LOT 5, TO THE SOUTHEAST CORNER OF SAID LOT 5; THENCE RUN NORTH 51'09'39" WEST, ALONG THE EAST LINE OF SAID LOT 5, A DISTANCE OF 158.70 FEET, TO THE POINT OF BEGINNING. ALL LYING AND BEING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA. M D 8URVE CW LAN� SURVEYOR8 1717INDIAN RIVER BLVD, SUITE 201 ® S VERO BEACH, FL. 32960 LB#6905 PHONE: 772-794-1213, FAX: 772-794-1096 EMAiL:INFO@MLS-LB6905.COM PROJECT# 20-633 633 SE HIDDEN RIVER DRIVE PORT ST, LUCIE, FL 34983 PLAT OF SUR VEY FOR REVISIONS TBIS SURVF'YIS Nv; T `VALID WITUOUT TBE SIGNATURE AND THE ORIGINAL RAISED SEAL OF TRU FLORTDA LJCENSEL� SURVEYOR AND MAPPER NAMED BELOW. �`� t/Z Fle v --- -- MATTH$Wl-NU)1'LEY PROFESSIONAL SUR VEYOR AND MAPPER #7214 i m CHARE 1 I - EDA B. 328/22/20 F.B. 328 PG. 72 _ DRAWNBY.•BDR CHECKED BY. M.C. SCALE: P" 20' 1 9122120 PLOTPLAN MC SHEET IOFI NO. DATE DESCRIPTION BY I SURVEYOR'S NOTES: LEGAL DESCRIPTION: LEGEND: 1. NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND UTILITIES 6N OR ADJACENT LOT 5,; BLOCK 1, OF HIDDEN RIVER ESTATES SUBDIVISION, ACCORDING TO THE PLAT THEREOF ON PSM = PROFESSIONAL LAND SURVEYOR TO THIS SITE. THE APPROXIMATE LOCATION OF ALL UTILITIES SHOWN HEREON TWEE TAKEN FROM FILE IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT, IN AND FOR ST. LUCIE COUNTY, R/W = RIGHT OF WAY ASBUILT DRAWINGS AND/OR ON -SITE LOCATION AND SHOULD BE VERIFIED BEF✓E CONSTRUCTION'. DESCRIBED NAVD - NORTH AMERICAN VERTICAL DATUM FLORIDA, AS RECORDED.. IN PLAT BOOK 1$ PAGE 14, .TOGETHER WITH THE FOLLOWING CI 2, NO ATTEMPT WAS MADE BY THIS FIRM TO LOCATE UNDERGROUND FOOTING OF BUILDINGS OR PROPERTY: EL.= ELEVATION FENCES ON OR ADJACENT TO THIS SITE. BEGIN AT THE NORTHEAST CORNER OF LOT 5, BLOCK 1, OF HIDDEN RIVER ESTATES A x 0.00' = SPOT ELEVATION 3. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND SUBDIVISION RECORDED IN PLAT BOOK 18, AT PAGES 14, 14A THROUGH 14B, OF THE PUBLIC AND/OR OF WAY OF R = RADIUS RECORD EXCEPT AS SHOWN ON THE RECORD PLAT IF ANY. / RECORDS OF ST. LUCIE COUNTY, FLORIDA; THENCE RUN NORTH 89-47'08" EAST, ALONG THE L = LENGTH 4. THIS PROPERTY WAS SURVEYED WITHOUT THE BENEFIT OF A TITLE SEARCH: EASTERLY' EXTENSION OF THE NORTH_ LINE OF SAID LOT 5, TO THE WESTERN SHORE 0 THE D DELTA 5. ALL ELEVATIONS SHOWN ARE BASED ON LAGOON SHOWN ON THE PLAT OF HIDDEN RIVER ESTATES; THENCE MEANDER SOUTHEASTERLY, ID = IDENTIFICATION NORTH AMERICAN VERTICAL DATUM 1988 (NAND 88), ALONG SAID SHORELINE, TO THE EASTERLY EXTENSION OF THE SOUTH LINE OF SAID LOT 5; = PORT ST. LUCIE BENCHMARK: NO. 793 (ELEVATION 11.99' NAVD 88) (P ) PLAT LINE OF = 7. THE BEARING BASE OF THIS SURVEY IS ALONG THE NORTH BOUNDARY LINIY OF LOT 5, BLOCK THENCE RUN SOUTH 89 47 08 WEST, ALONG THE EASTERLY EXTENSION OF THE SOUTH, (M) MEASURED 1, N89'47'08"E. SAID LOT 5, TO THE SOUTHEAST CORNER OF SAID LOT 5; THENCE RUN NORTH 51 09 3,9 WEST, (D) = DEED 8: LEGAL' DESCRIPTION FURNISHED BY ,CLIENT. "CLI N ALONG THE EAST LANE OF SAID LOT 5, A DISTANCE OF 158.70 FEET, TO THE POINT OF ORB OFFICIAL RECORDS B BEGINNING. ALL LYING AND BEING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ST. OOK 9. ALL BEARINGS AND DISTANCES SHOWN ARE PLAT AND MEASURED UNLESS OTHERWISE NOTED. PG - PAGE a E 10. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN' THE SIGNING PARTY LUCIE COUNTY, FLORIDA. 2 OR PARTIES IS PROHIBITED WITHOUT WRITTEN ' CONSENT OF THE SIGNING PARTY OR PARTIES: 'I POINTOFNAICUR(VA TURE 12. THIS SITE LIES IN FLOOD ZONE 'X' AND 'AE' BASE ELEVATION 6.0' AS (SCALED AND FOULI INTERPOLATED ON-FEMA MAP NO. 12111C 0280 J, DATED: FEBRUARY 116, � 2012 L — 1 I �I I 1 I LOT 4 �I EXISTING RESIDENCE T \ FINISH FLOOR EL. 8.30' 01 o, IRE WATER VALVERANT » ' \ n \ N89 7 0 222.55 (P� 24J. 8 (M� __II lk 5 i ` EASTERLY EXTENSION OF No TH W`\ 6Q + 69 1 6 \� TINE OF LOT 5, BLOCK 1 r o ➢,\ iF®UND 5/8 IRON ROD 5 k ( ) i N89*X`03"E( � CAP LB 6018 k• � 6 PLATTED UTILITY EASEMENT \\ \` ------ - ---- - -- - - - - - - - ------ WES7 RN LINE OF SHORELINE PLAT O I \`I NE CORNER OF L 5, 00� 1 � POINT OF BEGINNING FOUND 5 IRON RO \ / 1 p I I I FLOOD ZONE 'A � � ONE S (BASE EL, 6.0" \; FLOOD Z lY / - WSJ UND !0" IRON ROD L l� T 5 I � � A .: fly &CAP (LB 6018) 0 \ \� VA CAM T L % ND �, , �q'��``. ��J 9 -A I�� �� 2 13 (HEA 41L Y OI/ERGROWN) O,� \ ��o I A� F 00D ZONE 'A ' y� `--- (BASE EL. 6.0`. nPHON _ ' _ -- -- ---- --- — - - -- - r----- - ---------- - --- -- 4 -- - - -- -- ----- — ^- -- - - ----T \ RISER �6 - �. 6' PLATTED UTILITY EASEMENT 6 6� y. 5 y� 31.24' ( ) �j_G, 6' WOOD FENCE EASTERLY EXTENSION OF N-9 1' FOUND 5/8' IRON TROD / 1 5� 6 LINE OF LOT 5, BLOCK 1 ,� 05 5• SE CORNER OF LOT 5, OCK 1 FOUND 5 8 IRON ROD � �n Zo\ � �' &CAP (LB 6018) � & CAP 6018) \' �f N8 0 7'08 "E `307 69'( 354.2 ' �M� Z, 1--5' MAX--� I ; �\ ✓\ ,. i i Imax247deg LOT 6 ` EROSION ONTROL NOTES EXISTING `RESIDENCE \ FINISH FLOOR EL. 9.00 2 HIGH I I c` I. THE INTENT OF ERC)sION CONTROL MEASURES INDICATE GRAPHICALLY ON I ALT POSITION ! PLANS IS TO PROVIDE A BARRIER TO CONTAIN SILT AND SEDIMENT ON THE \ PROJECT SITE. THIS REPRESENTATION IS PROVIDED FOR THE CONTRACTOR GRADE SILT FLOW 1 1 1 1 I h COP 2. APPROVED EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED i I ✓1 I I I ' I staked 12" deep PRIOR TO ANY CLEAR( Gt GRADING,, EXCAVATION OR FILLING staked 12" deep - I — --} h — — /I 1 EXCEPT THOSE OPERA IONS NEEDED TO INSTALL SUCH MEASURES NOTES: \ I SILT FENCE SHALL BE TRENCHED IN PUBLIC DRAINAGE ROW SHOULD BE I 3. INSPECTIONS OF EROSION CONTROL MEASURES SHALL BE CONDUCTED WEEKLY PROTECTED FROM DISTURBED AREA FILTER FABRIC '~. �'STAKES OR AFTEREACH RAINFA L EVENT. REPAIRS OR REPLACEMENT SHALL BE MADE INSPECT AND REPAIR A5 REQ. \` WNEN DAMAGED ` `\ I AS REQ. III SILT F514(� E I 4. KEEP DUST WITHIN TOLERABLE LIMITS BY SPRINKLING TYPE( `I 5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQ, I IF DEEMED BY ON SITE INSPECTION 6. DRAINAGE INLETS 514ALL'BE PROTECTED BY FILTER AND GRADED ROCK 7. ANY ACCESS ROUTES TO THE SITE SHALL BE BASED W/ CRUSHED ROCK POINT OF TANGENCY''EXISTING BDU N DARY TOF'OGR GROUND CONTROL IS E TABLISNED.PN I C SURVEY 8. EROSION CONTROL EASURES SHA LL BE MAINTAINED UNTIL PERMANENT EXISTG VEGETATION IS TO BE MAINTAINED ALE: I/811 =,1'-0" AS FEASIBLE i. I I +-20' EXISTG ASPH ROADWAY 1' MI 4r 3:1 SLOPE PLASTIC SHALE LINER st Augustine over 2" top soil PER GO DETAILS 50% sand 50% mulch mix NOTES: 4" stable subgrade SHALE LINER TO BE CO APPROVED 1/4" X 12" SMOOTH PERFORATED POLYETHYLENE 1/2" X 12" LONG PVC CAPPED STAKES THROUGH LINER AT CORRUGATION EQ. DISTANCES 10 PER 20' LENGTH PEGS SHALL BE FLUSH WITH LINER ALLOW 1 112" EXPANSION GAP BETWEEN LINER SECTIONS SHALES SHALL BE CONT. FROM PROPERTY LINE TO PROPERTY LINE nC TYP SNAL.E AND LINER DETAIL SITE AREA CALCULATIONS PAUL CHARETTE A.I.A. LICEN` 1 10016279 SITE AREA 26/ 659 SO FT 100,00% II HOUSE/GARAGE FOOTPRINT AREA 3/539 SO FT 4. PAVER g21VE C� _f EDGE OFS PROT TO ]BASEDTON 112- SLOPE PER FT. D WIDTH FROM TOPCONT. AND 3' ALUM TOTAL BUILDING FOOTPRINT: .:. 3./ 53q SO FT 13.3% d', V a' • Q DRIVES/NALK 1572 SO FT DEPTH OF *WALE WIDTH OF EDGE OF STREET TO TOP OF 50D 514' PER FT. e BOTT RAIL / d U N SWAL1 - CONSTRUCTION NOTES POOL/DECK I / 56I SO FT LI 99784 NOTE: MAX SLOPE IN RETENTION AREA IS 4:1 GR TOTAL NON 3/ 133 SO FT 11.8% )BUILDING u LINE 3 x3 ALUM. POSTS GREEN SPACE 19 %7 SO FT 74:G/ / I a' IMBED IN GONG. OR Cn z Z I PROPERTY GRADE C� 5'-0" O/ MAX. FLOOR TO AREA RATIO O 2D LINE n I FAR/LOT AREA '� I — NOTE" I OFF PROPERTY LINE BLDG AREA 25.1% j ALUI" I. FENCE DETAILS O O SCALES. NTS z O TYP SIDE SHALE � w NOT9': SEE SITE PLAN FOR OTHER €LEVATIONS, SAMk SLOPE TO BE MAINTAINED IN ALL SHALES j CULVERT NOTES: CULVERT PIPES ARE TO BE SET AT THE TOP I OF THE RIPPLE AT THE CENTER BOTTOM'OF ' 1 THE PIPE THE INVERT 1 PIPE GRADES MUST BE CONSISTENT THROUGHOUT THE ENTIRE LENGTH ( NO BOW) 1 PIPE JOINTS SHALL BE EXPOSED FOR INSPECTON AT TIME OF THE DRIVE WAY INSPECTION 1 it L0T 4 11 EXISTING RESIDENCE FI SHFLOOR EL. 830' IRE HYDRANT & Z WATER VALVE o sr , e N89 7 08 � 222. 55 (P) 2, 4 J. 8 " f (M) EASTERLY EXTENSION OF NORTH LINE OF LOT 5, BLOCK 1 D Z FOUND 5/8" IRON ROD' B k 0 w kph 31� CAP (LB 6018) k1Q o _ R6 PU UMWEam T m a �\ N89'4 '08"E( s aa.c> - \`" WESTERN LINE OF SHORELINE (PLAT) fe 6T------------ ----1 -- — -- -- NE CORNER OF LOT 5 0 1 �\ roA�"� �°°�' POINT OF BEGINNING / PAVER Wa1X �--_ _----i 3' W151NNG GaTf POI �` 1 M N aosEx FO&NCAP (LB I 60N 8�OD ONE SNRY CPU z caP 559 FAI \ ONE SroRY MU a _ ._. A ^ ® BEACH�,RR\\EEA OF , \ 0MC S1FP STONES I�J<-�y1\�\ C 1 /�/�! Ll ,v \,, • ti` ` i IANE NEO I V -ILIEUEEI TT��s. � ON XM el�waV 'tom. I DEW ea^". caxc wwc `� to: Naw BB Paws a, zS.wi 70- ♦tY �Ol Q u,CMC P CM WNC STEP STONES • ' SEE W P �T I,M 9 -,_--- / • I 7 • • : • , , - 'FR CN BY OTHERS E T \ O \ 9 a .\ I,__ WSO GAL sEP17C ANK \` -_`` SEPARATE PEANIT C. aEsr Pxwrac tzz 4znktlu.. Y� \. (^ y \, maw - n's'ER ssrcu \. " I �� ty x So / \ \ J .\ r Fl.wE �... '\ ___ J aEA Ei L 0. T Q K 1 •� /\\ PER tltt - 9 lJ \ Z T \ �� N L OC1� �- i �� S\\ o z� I P°� VAC � �% ND N , c �O \ — n:,a \ FLOOD ZONE AE ya —Z%� �r H ME �a.ar �.es ° \ (BASE EL 6.0 C1 w.m zw.ao-- \ _ 6 • \ '. -c� O�� U / ro awidxo \ nz�aw-GA a ---- -- -- -- ---- --------------� 9 - - ----- - — a x IRSER \ \ -,3� 6 - y 31;24�, �' �' 6' P A TED UTILITY EASEMENT 6 6 6 ��```1 \ k5 S89-47'08"W D Z �1� FOUND 5/8" IRON ROD 5.0 6:b 6' WOOD FENCE EASLENE ORLY LOT ION BLOCOF K OR 0 5 &CAP (LB 6018) B SE CORNj /OF LOT 5, OCK 0 o sr > FOU CAP 8" IRON OD �$g N8 7 08 E 507. 69 ( J54. 2 f (M� SOT 6 ii EXISTING RESIDENCE PAVERS - DECK FINISH FLOOR EL. 9.00' e ! DESIGN BY OTHERS i4 (TYPICAL) PROPOSED SITE PLAN SCALP: 1/I6" = I'_011 TYPE TE-2 FOOTER i !(SEE TYP. DWG. ON ,..'DETAIL SHEET FOR FURTHER INFO.) , , S x S W / I— #5 � REBAR i D SECTION FOOL DECK 5NALE CONSTRUCTION NOTES 61 HT I. SEE DETAIL FOR GRADING I"X. Ill ALUM'.: PICKETS: @ 5" O/C 2. GRASS $MALES MUST BE GRADED PER CIY SPECS AND SODDED APRONS 5H6LL SLOPE TO 50D NOT TO STREET S. IF 50D -AREA 15 INSUFFICIENT FOR STORM. WATER CRITERIA SUBSURFACE DRAINAGE MALL BE PROVIDED x NOTE ALL UTILITIES SHALL BE INSTALLED UNDER GROUND INCLUDING TELEPHONE, ELECTRIC AND CABLE ECT. 48 HOURS BEFORE DIGGING CALL TOLL FREE SITS PLAN NOTES I-800-432-4770 1. CONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS SUNSHINE STATE 2. FINISH FLOOR TO BE 12" ABOVE AVERAGE GRADE 3. ARROWS DENOTE DRAINAGE PATTERN ONE CALL OF FL INC. o O J, U W O J Cn O co ♦ Ln CD Q Ln z E p > Q -C Lj = �i H 00 LLJ Q) w C = �U i 00 N N a in W N 0 �I N �..� Q > W U > J z � W W _ U o --j W W Q0 O Q N U CD ICt_ N STARTED: 04 08 2020 PRELIM: PRELIM FINAL CONST DOCS: 0� 08 2020 BLDG DEPT: BLDG-DEPT: 1 BLDG DEEPT: AS -GUILTS: SCALE: FT 1/16"I PER SHEET P % J / 1461 SQ FT 1 ST FLOOR 55'-104 1290 SQ FT 2 'nd FLOOR 2 35- ql-51i' 3'-a6, 1 2751 SQ FT MAIN A" 4'-114" ` �I S3 482 SQ FT GUEST HOUSE electic mete T 3233 SQ FT TOTAL --- —------------------------- - --- — —------------------- ---- ---- - - - - - - - - - - - - ----_- ---- -- — ----------------- 2 0 3,_0„ _ _�-�'------- l O 32-0 \ SINGLE EAM CONC EYEBROW--- \ NEW RESIDENCE ISJ II w� ILY RESIDENCE ° V STORAGE WI.0 ° m ii \/ °■ ■ - r lo,_.I„ i e'-n+' \ �,_5,,.. \ 4'-q " 3 :BEDROOM: 3.5 B>n-,TN 2 CAR.. I r , z 0 1 p --- y I �, fN - GAB A BOAT CLOSET \ - ■ > 1 - - - ----- - - 7Q,,.H \ 7 -6 NAVD 8 _t_ - 8 �I I F I GARAGE FIN FLOOR ELEV V W K I �� i i I 9' CLG I Y _�.' _ _8"�4" A7,_7n CAC) N B RICH B A R I \ - I. y_� UC REF I -. 5�- t( i LA �' HB : \ - > UND Y 4 I I -1 HALL AVIARY i i �`li 2 CAR D 2dcl 1_On 8,_4" q, _bn CLG �0:2 /W2I 9' CLG \ D p CLO 10 CLG p _ _ 638 SQ FT BAR SINK_. )1 ��� 9' CLG ® ' 9'CLG ■. �\ 333 CN' - , n m T ROOM 1 I N N ® �/ Iq' CLG N WASH DRY PATIO - - - - 2 ,_O" q'_8" 51-411 4�2 TE G ABV O 9'DR 1 III \ _ 8'-2" NAVD 88 _ \ p 9' CLG Oi FIN' FLOOR ELEV . s wb _ v� F ° ■ - - - ■ ° ■ ■ ■ \ - m� --- -----------------� r---------------- -- �1 Y ICE LINE I i I :O --------1 -� i\\ ----_ \ \ CONC E BROWLL�. I 1 I I Y rr>,'q, F===== REF WINE - 30 -411 1 \ \ ■ i i I Si_8n ° W3 ' �\ I 4 _8 - W4 fit , " I H \ I _ LU -, m w VTW�D INDUCTION O O \ CONIC EYEBROW CONC EYEBROW P \\\` N ■ v 1 � ` I N I = SCREENED \------- --- - --- } KITCHTO EN GI I :r: / LOUNGE I LANAI ----- / 101 LG 5,_On ,�t� I i } .._ � /'. I 10, CLG .. �� i.. I >}';�.• / '.. I 10 NGVD .. ... to < .., ._ \ - " BREEZEWAY ° .: --- 12 13 111 GONC WALK \ \ i 1- - tMa7 ` 8�` q 2 028 _0 q 0 5 4 I -II 12 -0 • . � SLOPE \ \ \ 23 T VAC - LINE OF OH . • \ \ \ 6___= ° ik xT �\ xt �\ Q ( / PANTRY a'-Ta70VE S3 ■ S3 \ ■ ■ ■ \ , O 9 HDR \\ ICID ° (o 21 1 201'.. Iq 1 18 1 17 1 16. 15 14 13T12 11 \ I IZ a I I 3 \ o L- _I \\ ------ -- ---- — — — — _— -- ------ — -- — — — — — -- —♦ —---- — — r— COV II S-5 2 ` I \ o I m 2 10 \ .,..- S2 -� • I E RY //�t 3 4 5 ° 6 7° \\ \ _ 10' NGVD 9 _ MOTOR COURT' o W8 II -2ZI : I 0 I C 985- ILL P - FOYER — ER \ 1 -10 CLG I L \ I z 110 NGVD I O \ OPEN ASV \ 6'-7�g° STORY I Ib I \ Oil ROOF OR FLOOR FASTENED TO TRUSS ELEV I WI3 I ,I r� OR''. MTL FRAMING @ 2411 O.C. MIN. 25 GA. TOP PLATE I , „ \ FDOH in St. Lucie Cwhty \ Environmental HeMfh \ v ffi; — — — — — — — — — — — — — - I \ -- ----- 9' HDR -- \ Site Plan Approved .'for Constr ction 5/8" DRYWALL CLG % Hm m � — — — - — L n — - J Supersedes All Prevlou site Pt ins for TAP AND / / — — — ----- R \ SPACKLE F / F----,-------------- OSTDS # 5le- -tit ti7 &Well # 14"SCRCL5 050 1 ■ \ 3/4" GLG REVEAL m \I 1 1 Date: / - at I w9 I I \ kevie_w 5/8" GYP WALLS. \ AS REQ PER CODE PROVIDE BLOCKING @ MID PT I - ° 4 GREAT RM I \ 1 10 - 10 6 COVE CLG =1 I ,_ ,_ „ o I COVI PATIO1 ------ GARAGE NOTES N 1 \ RII INSULATION WOOD FRAME 2 X 4 OR- xx \ BLANKETS � MIN. 25 GA: METAL STUDS I - I \ I LAYER-5/8" GYP. BOARD EA. SIDE I I k u I ■ IA I. GARAGE DEMISING WALL AND ALL SEARING WALL SHALL BE MIN. ONE HR. ATEDTAP :. xx A CONSTRUCTION 5/5" TYPE "X" GYP..BOTH SIDES OF STUDS R 11 INSULATIONSPACKLE - o xx \ 2, CEILING CONSTRUCTION SHALL BE ONE LAYER 5/6" TYPE "X" ON I X 3 FURRING x \ Ib" OC ON PRE ENG. WOOD TRUSSES` OR 5TL N �/ xx \ xx 3. PROVIDE TREATED AND FIRE5TOP I X 2- FURRING HORZ.. @ CTG INT5ECTION PER FBC ,I ,�. \ 5/8 X 2.25 SWBR 300-2 _ ix; \ 4. PROVIDE FIRE RESISTANT ATTIC ACCESS W/ 2 LAYERS 5/8" TYPE "X" GYP 41 BCONTI ACKER LYWOOD ALUMN BASE-___= L - - - - u - -'- -e- - - - - - -.- - - -. -1,.- - - _ -I ■ x \ NAILED TO PLATE 2 X 4 PT SILL PLATE THEN ■ ■ ■ � 5. PROVIDE SCREENED @FLOOR LEVEL 60 SQ IN PER CAR MIN. \ MIN. 25 GA. MTL. SILL PLATE wl1 I n xx \ THRU GARAGE DOOR, PROVIDE CLOPEY OR EQUAL APPROVED OHD W/ OPENER, ANCHORED THRU BOTH TO CONC.` W/ O II xx\x \ SAFETY STOP, OUTDOOR KEYPAD AND 2 REMOTES W/ 2" X :.300 DRIVEN PINS 4 -0"11 II i II O � \ 6. PROVIDE R-20 INSULATION OVER GARAGE CEILING .DRIVEN @ 48". O.C. POOL u_-' xIF \ 7: STUCCO WALLS INTERIOR OF GARAGE INT. NON -BEARING HALL DETAIL !, 1* x SCA I I/ n _ , " x \ c x \ x, x IF x \ x IF x LE" - 2 _ I -o GROUND FLOOR PLAN SCALE: 1/4n 24'-611 I - START 4/01 0_ CHARETTE RESIDENCE PRELIM FINAL: CHARETTE -- - 1 FDAUL cHARE TE A.I.A. CE 279 INTERNATIONAL ARCHITECTURE INC NS CONST - 06 08 2020 'AR'I'0�, yr' B 633 SE HID RIVER DRIVE AA260 02424` -DEN: BLDG o PT ARCHITECTURE .PLANNING HISTORICAL RENOVATIONS 1/4" : V-o" -- ry O T ST. LUCIE, FEE 34983 � + j 2528 N 38 TH AVE HOLLYWOOD, FL 'j41 �13 ;o - -- `t 2020-066 MaU� A.I;Z paul@charettearch.com (56 1) 756-6094 I IIII I I INTERIOR DOOR SCHEDULE GROUND FLOOR DOOR SLAB HARDWARE MARK ROOM SIZE SWING WIDTH HEIGHT FINISH HANDLES FINISH ` FUNCTION OO PDR RM 2880 FLUSH RT 2'-8" 8'-0" WALNUT LEVER S PRIVACY AC CLOSET 2880 FLUSH LEFT 2'-8" 8'-0" WALNUT LEVER SID CLOSETI1' LAUNDRY 2880 FLUSH RT 2'-8" 8'-0" WALNUT LEVER S3 PASSAGE 04 SHOE CLOSET 2080 FLUSH LEFT 2' 0" 8'-0)) PAINT PUSH SID CLOSET S GUEST BATH 2680 FLUSH LEFT 2'-6" 8'-0" WALNUT LEVER SS PRIVACY GUEST CLOSET 2680 FLUSH LEFT 2'-6" 8'-031 WALNUT LEVER S CLOSET INTERIOR DOOR SCHEDULE 2 ND FLOOR DOOR SLAB HARDWAR MARK ROOM SIZE SWING WIDTH HEIGHT FINISH HANDLES FIN SH FUNCTION 2 ND BEDRM 2880 FLUSH LEFT 2'-8" 8'-0" WALNUT LEVER SO PRIVACY ® 2 ND BATH 2680 FLUSH LEFT 2-8" 8'-0" WALNUT LEVER SS CLOSET O 2 BEDRM WIC 2680 FLUSH RT 2'-8" 8'-0" WALNUT LEVER S S PASSAGE ® MASTER BEDRM 2880 FLUSH LEFT 2'-8" 8'-0" WALNUT LEVER S PRIVACY 1 MASTER WIC 2680 FLUSH RT _ 2'-6" 8'-0" WALNUT LEVER S S CLOSET EXERCISE 4080 BARN DR 4'-0" 8' 0" WALNUT LEVER S MASTER LINEN 2080 FLUSH RT 2'-0"1 8'-0" WALNUT LEVER SO CLOSET DOORM I N DON SCI- E DU L E ALLOWABLE REQUIREDZONE RM NAME MARK SIZE MO NOA COMMENTS WINDLOADS WINDLOADS GARAGE WI (2) EGO GARAGE DR g080 108" X q6" I8-012q.14 +45 -55 +36.6 -44 ZONE 5 FROSTED GL SENTINEL -- GARAGE W2 3050 FIR DR RT SWING CGI 36" X 96" 17-1226.05 +60 -80 +37.6 -41 ZONE 4 FP05TED GL 160 GUEST BATH W3 SENTINEL 2020T . FIXED GL RANSOM CGI 24" X 24 „ ,9-0603.02 +80 -80 +37.6 -41 ZONE 4 130 GUEST SENTINEL RM W4 3080 FR DR LEFT SWING CGI -36" X qr 17-1226.05 +50 -80 +37.6 -41 ZONE 4. FROSTED GL 160. GUEST RM W5 SENTINELn 2060 FIXED GL TRANSOM 3G01 24„ X 72 19-0603.02 +80 _g0 +37.6 -41 ZONE 4 GUEST RM W6` SENTINEL 6080 SGD XO CGI 72„ X q6 „ Iq-0603.03 +60 -60 +36.6 -46 ZONE 5 SCREEN 160 GUEST RM yN7 5050 DBL CASEMENT XX SENC.JIINEL 60" X GO,,17-0918.11 +73.2-77.7 ZONE 4 2385N +36.6 -46 SCREEN. FOYER W8 36g0 ENTRY DR LEFT SWING 42" X qb" 18-0926.06 +100 -110 .+37 -40.7 ZONE 4 FROSfiED GL GREAT RM W9 SEN INEL 5060 DBL CASEMENT XX CGI " „ 60 X 72 17-0918.11 46 -� +38,-42 ZONE SCREEN 238SN GREAT WIO SENTINEL„ 5060 DBL CASEMENT XX CGI 60„ X 72 17-OglB.11 +46 -46 +35 -42 ZONE 5 SCREEN RM 238SN - GREAT WII SENTINEL 5060 DBL CASEMENT XXCGI 60" X 72 „ 17-09I8.11 +46 -46 +38 -42 ZONE 5 SCREEN RM 238SN GREAT EURO VISTA .SLIDE 'RM N12 120g0 SGD XXO 3 PANEL 144" X 108" FL 27423 +70 -70 +3q.6 -50 ZONE 5 SCREEN SENTINEL FOYER W13 5080 FIX GLASS CGI GO,X qa" 19-0603.02 +46.6 -48.8 +38 -42 ZONE 4 130 36100 FIX GLASS SENTINEL 42" X 120" STAIR WI4 23100 FIX GLASS CGI 27" X 120 Iq-0603.02 +60 -60 +38 -42 ZONE 4 2 X 4 MULLIONS 37100 FIX LASS 130 43" X 120" 17-0630.01 LOUNGE WI5 EURO VISTA. SLIDE OXXX 16090 SGD it " Iq2 X 108 FL 27423 +70 -70 +3q.6 -50 ZONE 5 FLUS14 SILL 4. PANEL LOUNGE WI6 SENTINEL 5060 HR OX CGI 0" X 7211 (.0"+3q.6 la-IOOI.II +80 -80 -50 ZONE 4 SCREEN 120 AVIARY W17 2868 MTL SWING DR RT 32" X 80n. FIBERPLA5T FL 15210.1 +60 -60 +38 -42 ZONE 4 AVIARY W18 SENTINEL 5060 HR OX CGI 60" X 72" 19-1001.11 +50 -80 +38 -42 ZONE 4 SCREEN 0 BOAT CLOSET W,q 2-2868 FIR MTL SWING DR 64" X 80" FIBERPLAST +60 -60 ZONE 4 KEYED FL 15210.1 +38 -42 SENtI EL HALL. W20 28W FR DR RT SWING GGI 32" X qb" 17-1226.05 +80 -80 +38 -42 ZONE 4 FROSTED GL 160 LAUNDRY W21 SENTINEL 2640 CASEMENT LEFT CGI 30" X 45 17-0918,11 +73.2 -77.7. +38 ZONE 4 2385N -42 SCREEN KITCHEN2650 W22. .SENTINEL DBL CASEMENT X CGI 30„ ,i . X 56 17-Og18.11 +46 -46 4 238SN +35 -42 .ZONE '- SCREEN KITCHEN W23 SENTINEL 2650 DBL CASEMENT X CGI n „ 30 X 56 17-0918,11 +732 `77.7 ZONE 4 238SN +38 -42 SCREEN BEDRM 2 W24 SENTINEL 2640 FG CGI " „ 30 X 48 Iq-0603.02 +80 -80 ZONE 4 BATH 130 +38 -42 BEDRM 2 ' W25 SENTINEL 5050 DBL CASEMENT XX CGI „ „ 60 X 72 17-Og18a1 +732 -77.7 ZONE 5 ' 2385N +38 -42 SCREEN BEDRM2. W26 SENTINEL 8080.SGD XO 96" X %" FL 27423 +70 -70 + q +3q.6 -50 ZONE 5 SCREEN 150 2 PANELS LOFT W27 `SENTINEL 5080 FIX GLASS CGI „ " 60 X 98.. 1q-0603.02 +48.8 -48.8 ZONE 4 +38 _42 MASTER BEDRM W28 SENTINEL OXXO 16050 SGD 4 PANELS Iq2" Xqb" FL 27423 +70 -70 +3q.6 -50 ZONE 5 SCREEN 150 MASTER SENTINEL BATH W29. 2680 FR DR RT SWING CGI 32" X q6" 17-1226.05 +60 -80 +38 -42 ZONE 4 2 X 6. MULLIONS 160. q MASTER BATH W30 SEN IINEL 3050 FIX GLASS �GI „ „ 36 X.5q ,q-0603.02 +80 -80. ZONE4 130 +38 -42 MASTER W31 SENTINEL 2060 FIX GLASS CGI 24„ X.72 n 19-0603.02 +80 -80 ZONE 5 BATH +38 -42 MASTER TOILET N32. SENTINEL 2640 CASEMENT EFT CGI 30" X 48" 17-0g18.11 +73.2 -77.7 ZONE 4 130 +38-42 MASTER W33 2640 FG SENTINEL CGI 3011 X 48" Iq-0603,02 +80 -80 ZONE 4 WIC . 130 +35 -42 EXERCISE W34 2640 CASEMENT SENT&FI_L 30" X 48" 17-Og18.11 +73.2 -77.7 ZONE 4 238SN +38 -42 NOTE: ALL FINISHES TO BE CLEAR ANODIZED I FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for )STD #Sle 5-11�f11 & Well # )ate: '1 tevilewer. (14 IQ 451-011 321-011 131.-011 7i bn -2" 41_611 5'-411 1 �1 o o OUTDOOR SHOWER I6 10'°On n - a, n I SILL37 _ .SS DR I G S& ENCL SLOPE CLG 8161' PLANTER MD CK BATH lO q' CLG J ° 4" ---1 WIC �- - - - - - - - - - - - - - - - - - � rG I0 b' 10" I 4'-011 I ao 17'-211 I I (V \ a 0 TRELLIS MASTER BEDRM I I i " BALCONY i 10, CLG I I �_ - - N 128 I - - - .TILE .DECK.-� N 42" ALUM RAILG - I I I3'-2" o I 17'-211 I I r8'-7°--------7 I EXERCISEq, CLG = I I i - - - - I � ° ° ° ��� r - - - - -- VAC III. 4n 51_7Jn \ 21 20 19 IB 17 16'. Is 14 13 12 4" " -8" 21 o a - - - - - - - - - - - - - - - i LOFT 2 to u ; 3 4 10, CLG ll° e e CONC OH e BELOW co 42".RAILG 6n 4'-109" OPEN BELOW 9 n 2 STORY co ELEV� I 16_21 ��_011 r II _ -- - --� 6' 10" 6 co WIC C O VAR - ------ I I - IIr� JI q CLG II wo LV "2NDF42 BEDRM4'-la°� q' TO q'-6" COFFER CLGLo LCO LCUM 1 ALUM AT I ®L-------- -----I ° I I - -L _� �R 20i -10n ,, 3' IF-211 2'-011I I IL I41-Qn I I OPENING 51_411 --- b- - - 241_On 341-111 101 _ 111 451 _011 2 ND FLOOR PLAN _ 1/4" 1'-0 PAUL CHARLI IE A.I.A- LICENSE ,AR 00162E U ,111b .Q M Ki6HUNLeEY,'�. CN'SE' _AR•�, 84 V) 0 W o z � LLJ o Q J Q O �r W 0 -1 0 E-4 �- o 0 a--r cf) _ I co 0 z + � z ® Q J CL ♦ U � W LIJ _ E-4 ~ 1-1 U Ld rn (D L WLcc L-4 Q N �- rrr---ttt,,,��� 0 cc F-1�-•1 Q LiJ \ ( LLJ U Ld W V l W W U C:) _ J L_L_I W co W 0 1v�/ I J cr� Q O N U STARTED: 04{08 2020 PRELIM: , PRELIM 2: PRELIM 3;' - - PRELIM FINAL: CONST DQCS 06 08 2020 BLDG DEPT: BLDG DEPT: BLDG DEPT: AS-BUILTS SCALE: 1/4" 1'-0" SHEET A A E1RIALTM FLOOR SYSTEM GENERAL NOTES: THIS DRAWING IS FOR AERIAL PRECAST CONCRETE, LLC AND SHOULD BE USED IN CONJUNCTION WITH APPROVED ARCHITECTURAL, STRUCTURAL AND MECHANICAL PLANS. AERIAL® ELEMENTS: FC = 5,000 PSI AT 28 DAYS 3" CONCRETE SLAB ALL STRUCTURAL ELEMENTS DESIGNED BY AERIAL PRECAST CONCRETE, LLC FOR THIS PROJECT HAVE BEEN DESIGNED IN COMPLIANCE WITH 2O17 FLORIDA { BUILDING CODE. DEFLECTION_ CRITERIA: LIVE LOAD DEFLECTION LIMIT: LENGTH/360. TOTAL LOAD DEFLECTION LIMIT: LENGTH/240. STRUCTURAL STEEL (AISC LRFD) ALL STRUCTURAGSTEEL COMPLIES WITH AISC LRFD 13TH EDITION. STEEL BEAMS - ASTM A992 (GRADE 50). STEEL RECTANGULAR / SQUARE COLUMN SECTIONS - ASTM A-500 (Fy=46 KSI), GRADE B. STEEL CIRCULAR COLUMN SECTIONS - ASTM A-500 (Fy=42 KSI), GRADE B. STEEL ANGLES - ASTM A592, GRADE 50 STEEL ROUND WEB MEMBERS - ASTM A36 ALL STRUCTURAL STEEL PROVIDED WITH A SHOP COAT OF RUST INHIBITIVE PAINT. ALL SHEAR STUDS - TYPE B, ASTM A108 (Fu = 65 ksi) CONSTRUCTION NOTES ALL SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED, AS DESCRIBED IN "AMERICAN WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE (ASW D1.1), TO PERFORM THE TYPE OF WORK REQUIRED. ALL STEEL WELDING RODS SHALL BE E70XX ELECTRODES. ALL STEEL BEAM CONNECTIONS ARE INTENDED TO SIT DIRECTLY ON TOP OF TOP PLATES OF HOLLOW STEEL TUBE COLUMNS (NOT TO THE SIDE OF STEEL TUBE COLUMNS). DO NOT CUT TOP PLATES OF STEEL COLUMNS TO BE FILLED WITH GROUT, ALL STEEL BEAMS CONNECTIONS TO EMBED PLATES ON CONCRETE SHALL BE DONE AFTER CONCRETE HAS REACHED 70% OF THE SPECIFIED COMPRESSIVE STRENGTH (VERIFY WITH THE 7 DAY CONCRETE SPECIMEN BREAK RESULTS). THE CONTRACTOR AND /OR THE OWNER IS RESPONSIBLE FOR VERIFYING THAT ALL DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS CORRESPOND WITH THOSE IN THE FIELD. THE AERIAL ENGINEER, THE STRUCTURAL ENGINEER AND THE ARCHITECT OF RECORD SHALL BE ADVISED OF ANY VARIATIONS BEFORE FABRICATION. i ' AERIAL PRECAST CONCRETE, LLC WILL NOT BE RESPONSIBLE FOR ANY CHANGES OCCURRING AFTER THE SHOP DRAWINGS HAVE BEEN APPROVED BY ONE OF THE FOLLOWING: OWNER, GENERAL CONTRACTOR, ARCHITECT OR THE STRUCTURAL ENGINEER OF RECORD. FABRICATION WILL START ONLY AFTER APPROVAL HAS BEEN RECEIVED. ALL CONCRETE BEAMS AND COLUMNS SHALL BE LEVEL AND SQUARE READY TO INSTALL THE AERIAL FLOOR SYSTEM. DO NOT PLACE SKIDS OF BLOCK, SAND, DRY WALL, ETC. WITHOUT SHORING. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE TEMPORARY SHORING. DO NOT DRILL, BURN, OR CUT ANY OPEN WEB STEEL JOIST. PENETRATIONS THROUGH THE 3" CONCRETE SLAB OF UP TO 5" IN DIAMETER ARE ACCEPTABLE. LARGER OPENINGS REQUIRE THE APPROVAL OF AERIAL FLOOR ENGINEER. NO PART OF THE ROOF LOAD SHALL BE APPLIED ON THE SLAB WITHOUT THE APPROVAL OF AERIAL FLOOR ENGINEER. ALL VERTICAL REINFORCEMENT IN THE TIE BEAM MUST BE OFFSET AT LEAST 4" FROM THE INSIDE FOR BEARING CLEARANCE OF THE AERIAL FLOOR SYSTEM. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO GIVE US FREE AND EASY ACCESS FOR OUR CRANE AND TRAILERS. NOTE: SHOPDRAWING SHOULD BE USED IN CONJUNCTION WITH ARCHITECTURAL & STRUCTURAL DRAWINGS, FOR ADDITIONAL DIMENSIONS AND MORE DETAILS. NOTE: ALL GRAVITY AND LATERAL LOAD REQUIREMENTS ARE RESPONSIBILITY OF ENGINEER AND ARCHITECT OF RECORD FOR THE STRUCTURE, TO BE PERFORMED BY ENGINEER OR ARCHITECT OF RECORD, M.W.F.R.S. LATERAL SHEAR REACTIONS TO BE DESIGNED BY ENGINEER OR ARCHITECT OF RECORD WITH CONNECTION REQUIREMENTS STATED. ONCE AERIAL SHOP DRAWINGS ARE ACCEPTED, AERIAL PRECAST HAS SATISFIED ENGINEER OR ARCHITECT OR RECORD REQUIREMENTS. CONCRETE SLAB A SHOE CONTINUOUS tj4 REBAR WIRE MESH 6/6 W2.9 X W2.9 0 It --' x x x .� L f 2X" MIN. STEEL JOIST z BEARING a O M N `24" MAX TIP. —I CONTINU �1 ( H 1 END OF STEEL JOIST DETAIL �—I�ARIES I�I APo-1 FOR AERIAL FLOOR SYSTEM VIEW A " ENI N.T.S. VIEW B #4 REBAR DIAGONALS STEEL BEAM DESIGNED SCHEDULE BY E.O.R. MK QTY. I LENGTH-F SIZE ELEVATION B-1 1 6'-5j" W10 X 19 11'-9" B-2 1 15'-11 " W14 X 30 11'-9" L E G E N B-1 STEEL BEAM SCHEt ULE SC1 STEEL COLUMN SCH. STEEL BEAMS — - — JOISTS 32'-0" -- 13'-10" 6 IT 0---- 2-- - 01i Ltj Ltj L i rA 0 LnLn. 1" SLOPE. I s I.. _ra—_ ti co qI APC 3 �I 16 d p I L . \ 0-APC-3 0.. �I 8, g�� ,, 8'-0'I:: V to �' 8„ v'/ 4 -9�g -0" 4'- 2'- 10 2' 10/E8 4'-01.,'. 4' 0 8» 1 5 3'_0 0 g' — — — — — — — — — — — 6 1 bv- o o \ 10 j r P) Or SLABR. i 1-p1L � 7 I E: r-o A.F r Bi�LCONY APC-2 I I - .TOP OF SLAB EL: + ,1-r A.FF. I / I � � I ^J1-D17. I � �I OI � Al I L _0 2" SLOPE _ems / 11 0 / 1s I I ^'J1-D17 L N -D1L —L 0„ 4'-0„ 4 0" 4'-0" 3'- Y2 4, �„ 3 7�2'' 4' 0„ 2' 0 / I'' APc 3 2 I -D1 — -rj -P—J 1:0 f 7- Ia 113 12 o \ I PC T - - I 4 —J1-D —_ \ I / - o H �- ------ �-7' ' a 9 +.. \ ' I �J1 D1L \I o I �I I^POVRE[XMPLAC) '' I I. 14 a � � 1APC-3 `01zEN TO BELOW I T I 4, r..:.1�Y Q NI"IES}, 1 O APC3 c° <F 10 \ ` `. .: 4 4 I 5 D 7 \ ` L --J ANGLE FOR SPECIA� JOIST ..4 D17 JOIST NAME - 4„X6..X3 8,. ANGLE LEDGER ° ' 4:a . PENINc/ .- L, r v �X SLAB NUMBER n a WJZVA \f� m 15 PENING\ 5 -D17 THICKENED SLAB AREA ---------i 1 / ------- ------ ---- - - - ----11 APC_2 � � 6 -—1.3-D1L_ I I I 18 I-----J I / Pc z 116 :o To NDSF BR. 3 1- - - - - ELA L. + 12•-0' A.F.F. 11 1M THICK - DROCT.B.T' I I SP13-D 1.[_. 5"THICK I I. (VOTE: PLANS TO BE APPROVED BY ARCHITECT OR E.O.R. Pc-z A I PC-z I 24'-0" ----- - FILE Copy SC"C) l Sl.iAL YA„ = 1 1-0 It w O Ll cn a o o O N 00 0 L LLI V) a o 0 0 S of o L,, w o > ZI w O N O 04 ) I I I I xll N y o n o- a o m m 0 Z -rV) 0 Lu U�� o o a �r- �� dco o U E- 5, 0 o W a "z xZ ti IF, -J15 W Z 2 O) t0 —2rnLO ® Z mWUMv N Z C w MLL OCN ® z WW�UN w 0_a;to Er piO M a W p 0 LL m 0 lL o 0L (nMOM 0�MOai JCWO n3 jLLgq 11,0 In m N O��t�t.� if) 0) w o 0 w Z 0 s± o � ff CO O O i W Q W 1�' CODW U � � W W Z� W _ V) Qa U � xc W H d, SHEET No. APC-1 SEQUENCE 1 OF 3 (2) 6" LONG #4 WELDABLE REBAR ANCHORS PLATE 6" X 7" X 7/32" CH-100 (INSERT CH-200 (INSERT NOTE: PLATE SIZES CAN VARY BY + 1" IN BOTH DIRECTIONS TIE BEAM EMBED FOR SLAB APc-2 N.T.S. 2 SLAB TO SLAB CONNECTION APc-2 N.T.S. CH-300 VARIES UP TO 8'-0" WIRE MESH % W2.9 X W2.9 uj 0= I j O N3 0 24" D.C. M> U 0 e' nd O U CONCRETE SLAB 5000 PSI JL COMPOSITE STEEL JOIST Y4 " EMBED PLATE 0 3'-0" O.C. #3 RESAR TYPICAL ® 24" O.c. (CH-300 INSERT) (TYP) 3 AERIALTMFLOOR SYSTEM APG-2 N.T.S. TYPICAL SECTION 0 TOP VIEW CONCRETE GROUT CH-300 INSERT :::,, 1 /4" 3" d .. d ::.:.:........ . �J 4 z . 4 4 .a. a CH-300 INSERT STEEL ROUND BAR vARIES (CONNECTION LOCATED 0 3'-0" O.C.) 4 SLAB SEAM DETAIL APc—z N.T.S. NOTE: STEEL ANGLE MAY BE USED AT SLAB TO SLAB CONNECTION IN LIEU' OF ROUND BAR PROVIDE 346" ANGLE MATERIAL MINIMUM THICKNESS L 8"X15"X3/4" W/ (6)-3/4"OX5 /4"',LONG HEADED STUDS. o: n 'mac d I• O AT (2 L 3"X3"X3/8" L LONG O LN a` TEEL BEAM STEEL ANGLE LENGTH SCHEDULE W (L) LENGTH 8 6" 10 8" 12 9" 14 11" 16 13" a 4 a d 04 2 a 2" 4" 2" CONCRETE BEAM 3/1 2"-6" 8 (BY OTHERS) 5 STEEL BEAM TO CONCRETE BEAM aPc-z CONNECTION PROVIDE 2 1/2" MIN, BEARING OF SHOE PROVIDE RECESS 3/4" PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTEM BRICK OR GROUT (BY OTHERS) M CONCRETE BEAM (BY OTHERS) e ,W COMPOSITE 0 °STEEL JOIST Z J d0- Ld y W/ LLI (" LONO2S 44" MIN.ATE4 ATJOIST SHOE, 4-0" 8,0, (TYP.) PROVIDE 3/4" RECESS BRICK OR GROUT -I (BY OTHERS) m a. a' , a PROVIDE 2 1/2" MIN. BEARING OF SHOE ON THE PLATE, TYP. CH-200 EMBED PLATE. PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTEM e' �r Q d a e' COMPOSITE STEEL-! n JOIST a CONCRETE BEAM (BY OTHERS) g JOIST TO WALL T.B. CONNECTION APC-2 PROVIDE 2Y2" MIN. PROVIDE 3/4" BEARING RECESS CH-300 INSERT Y2" 3 4'-0" O.C. PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTEM 3/16" 2' a . o M 4 a a d BRICK OR GROUT c a. ROUND BAR/PLATE (BY OTHERS) o SIZE VARIES a CONCRETE BEAM (BY OTHERS) z a. Q J ` CH=200 EMBED PLATE o_ w Q, 4'-0" O.C. N a a COMPOSITE STEEL BAR JOIST V PROVIDE RECESS BRICK OR G (BY OTI CONCRETE BEAM° (BY OTHERS) Y7 6" a fA � ... PROVIDE 2 1/2" MIN. BEARING OF SHOE ON THE PLATE, TYP. PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTEM L 4"X6"X3/6" W/'1/4" STIFFENER PLATE W/ (2) 3/4"OX7" LONG HILTI TYPE WEDGE ANCHORS. 5 MIN. EMBEDMENT EDGE DI T. LOCATED AT JOIST SHOE, 4'-0" O.C.�— 6.) ALTERNATIVE JOIST TO WALL CONNECTION APC-2 N.T.S. (TO COMPENSATE FOR 2 1/2" MIN. BEARING) BRICK OR GRCUT (BY OTHERS) CONCRETE BEAM (BY OTHERS) STEEL JOIST PROVIDE RECESS 3/4 �— CH-300 INSERT ® 4'-0" O.C. PRE -CAST CONCRETE SLAB rAERIAL FLOOR SYSTEM 6.2 ALTERNATIVE JOIST TO WALL CONNECTION 7,1 ALT. SLAB EDGE TO WALL CONNECTION APC-2 N.T.S. (TO COMPENSATE FOR MISSING EMBEDS) 7 SLAB EDGE TO WALL T.B. CONNECTION APC-2 N.T.S. (TO COMPENSATE FOR 2 1/2" MIN. BEARING OR MISSING EMBED) 58' -10Y4" 24'-8" 1 V-0 23'-21/4_ 19 I APC-3 IF I 11 I I I I I L_ _ j 1 I F-7 1 1 T L E G E N D I I I 1 I A PICCESS p B-1 STEEL BEAM SCHEDULE SC1 STEEL COLUMN SCH. I I I�3A GE ROOFAl �21 S I TOP of SLAG _ EL + 11-3 Fl o STEEL BEAMS I I ! ! L tl I G I I I d d dd /l d d It / —' -' — JOISTS It/ � � �' d / d It� _---� ANGLE FOR SPECIAL JOIST N I "' f 1 I I 1 1 q I d d / d / d l / CONC EYEBRO `I `I `I `I `I ` `L I' I I I I b I 1 q d l d dl ® / d / J1-D17 JOIST NAME ' -a" a -o zo4"X6�X3/8ANGLE LEDGER ' " 8' 0" 04 12', lI 0"/2-SLAB! NUMBER 4 3'-' II II tlI III III tlII II / d / It i d d d /' THICKENED SLAB AREA I ( I I I I I d d ® d dd d l\ Jf Z03 i I II d d d d d dd l � / d NOTE: 28'-0" _j WA / PLANS TO BE APPROVED BY ARCHITECT OR E.O.R. / \ y' Fite co CARAG L.AY= N SCALE %4" = I ` - 0" V) EL rn V o Il 'n ,— 0 0 Of 0 o 0 a 0 0 z N j W FF_ O 0 (y It It K 1 zll w r 0 F r \ 0- m m Gj 0 Z 3 0 N N00 K dco 6 � I_ _ w� as �� z-.4 U xw xw �z xz IT �•i• s co Iz a:Orr (� V Z 0) L0 ® Q' U 0) 0) <DW cM� z �U-JM WX NZ LU LU M (D () LL N W z W(3nUrn ® LU �mco0 w L. X o pM,0LL ()`.If 0 •'6 U (B LL w M M Li? /0/�p•QIfD •' I ® 0) 0) w W O J Qi U Z N U 0 >; � o U � � Q d rj Q i W a � PIP_ m 00 w L LI Uw � z P4 _ M Qa U UJ xE4 W CO E-I ca SHEET No. APC 2 SEQUENCE 2 ' OF 3 L 411X4"X3/8"X4'-0" LONG STEEL CHANNEL CENTERED ON THE BEAM (PROVIDE MIN. 3" BEARING WELD ALL AROUND AT ALL ON THEI STEEL ANGLE.) INTERSECTING DIAGONALS. PRE -CAST CONCRETE SLAB 1 J_�7— 162 AERIAL FLOOR SYSTEM G , ' d. ° d d. V) z COMPOSITE STEEL JOIST D- w w N STEEL SHIMI " N 1/4 STIFFENER PLATES I EACH SIDE 8 STEEL CHANNEL TO SPECIAL JOIST CONNECTION APC-3 PROVIDE 2Y2" MIN. BEARING GROUT PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTEM d d .d ' 'A �a, e PZCONCRETEB�AM RS) A PROVIDE 2Yz" MIN. BEARING OF SHOE ON THE BEAM. (TYP.) PRE -CAST CONCRETE SLAB L 5" L G ANGLE W/ D.C. AERIAL FLOOR SYSTEM X 5" LONG N.S. ®12" O.C. WELD ANGLE TO STEEL WEB ° 4 W/ Y4" FILLET WELDS 2" d ° " LONG W/ 8" PITCH T&B °° d d d° - A d a. d. ° d d CONIC. STAIR ° BY OTHERS ° d d . , ° 4 3/16„ 2„ d dd COMPOSITE STEEL d. JOIST d ': ° STEEL'BEAM ° .a ' (SEE BEAM 4 d SCHEDULE) a' a 12 JOIST TO STEEL BEAM © STAIR CONN. APC-3 PROVIDE RECESS %3 4" GROUT PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTEM CH-300 INSERT CH-100 EMBED PLATE PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTEM 4 4 . ° 4 COMPOSITE STEEL- JOIST 9 JOISTI TO CONC. BEAM CONN APC-3 CH-300 INSERT GROUT PROVIDE 2V MIN. BEARING @ 4'-0" O.C. OF SHOE ON THE BEAM. (TYP.) PRE ' -CAST CONCRETE SLAB PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTEM 3 16 2 AERIAL FLOOR SYSTEM PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTEM — e11) a : ° a4. e PROVIDE 2Y2„ MIN. OMPOSITE BEARING STEEL JOIST ROUND BAR/PLATE °` a SIZE VARIES -STEEL BEAM \\ (BY OTHERS) ON 10 JOIST TO STEEL BEAM CONNECTION APC-3 a d C CONCRETE BEAM (BY OTHERS) ° • ^� '4 •,b 4„ L 4"X6I" X3/8" W/ 1/4" ••�' STIFFENER @4'-0" O.C. ' PLATE 8"X12"X%4" W/ (4) 3/4"OX5-1/4" LONG HEADED STUDS PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTEM M COMPOSITE - STEEL JOIST 13 JOIST LEDGERED PERPENDICULAR TO TIE BEAM APC-3 2 LAYERS OF WIRE GROUT CH-200 EMBED PLATE a'' , •; 0 4'-0" O.C. ' < 3/16„ 2,, CONCRETE BEAM COMPOSITE (BY OTHERS) STEEL JOIST COMPOSITE STEEL - BAR JOIST 11 JOIST AND SLAB EDGE TO TIE BEAM CONNECTION APC-3 3/4" RECESS AS NEEDED WIRE #5 ® 8" O.0 STEP DOWN b d d , ° ad 'd p 4 p I S P ® 4-0 O.C. 3/ 2 PLATE 8"X12"X�K" MESH % W2.9XW2.9 SEE PLAN W/(4)3/4"OX5-1/4" LONG I p HEADED STUDS D - CH 300 INSERT C SERT H-300 IN a p d' a z a a N —0 D.C.0.. C - a - d a a ° e a � PRE -CAST CONCRETE RETE SLAB ° w z z w ¢ - J AERIAL FLOOR SYSTEM d d " o PRE -CAST CONCRETE SLAB ° - AERIAL FLOOR SYSTEM PROVIDE 2Y2" , . " ' N ° o a D v MIN. BEARING ° " — AERIAL FLOOR SYSTEM - ].. ° ° J i 4 - ° M 1 a d 'a a. a - d ' BRICK OR GROUT ° d. ROUND BAR/PLATE D PROVIDE 2)�Z" MIN. (BY OTHERS) .p SIZE VARIES PROVIDE 2Y2" MIN. BEARING d "BEARING 4.vCONCRETE BEAM BEARING v. z d p d v. (BY OTHERS) z Q e � d Q Q CH-200 EMBED ° d a W ROUND BAR/PLATE o PLATE ®4'-0" O.C. w 3/1$" 2" Li SIZE VARIES � 4 w in COMPOSITE COMPOSITE 4 COMPOSITE STEEL a' ° ° ' a JOIST STEEL JOIST STEEL JOIST M 21 n 18__ JOISTS PARALLEL TO CONC. BEAM ''CONNECTION z ROUND BAR/PLATE - SIZE VARIES a CH-100 EMBED w ° PLATE TO BE c w CH-200 EMBED w_ OMPOSITE PLACED ON THE „ u3 f16„ 2,. STEEL i PLATE ® 4'-0" O.C. m SIDE OF TIE BEAM 4 D 3 16 2 a tv JOIST COMPOSITE STEEL D o COMPOSITE J BAR JOIST L6"X4"X3/8"W/(2) STEEL ROUND BAR BAR JOIST a o 3/4„ X 7" WEDGE ' W NOTE: BOLTS AT HORIZ. LEG ANCHORS TO BOTTOM COMPOSITE CONCRETE BEAM I- 4"X6"X W/1/4" STIF . w OF ANGLE IS ONLY REQUIRED LEG AND TOP LEG TO STEEL JOIST LOCATED AT JOIST SHOE,LO IF THE EMBED IN SLAB BE WELDED TO SLAB (BY OTHERS) IS MISSING AT TOP LEG PROVIDE EMBED CH-100 EMBED PLATE 4'-O" O.C. (TYP.) �,. (2) 1/2"0 X 3" WEDGE ANCHORS TO BE PLACED ON THE 15 JOIST AND SLAB EDGE TO TIE BEAM- CONNECTION 16 SLAB SECTION AT RECESSED SHOWER CONNECTION SIDE of TIE BEAM APC-3 APC-3 BRICK OR GROUT (BY OTHERS) PROVIDE 2 1/2" MIN. BEARING' PROVIDE 2Y2" MIN. CH-300 INSERT OF SHOE ON THE PLATE, TYP. 'i BEARING ® 4'-0" O.C. CH-300 INSERT CH-200 EMBED 2Y2 BRICK OR GROUT PLATE. ® 4'-0' O.C. PRE -CAST CONCRETE SLAB PRE -CAST CONCRETE SLAB AERIAL FLOOR SYSTEM (BY OTHERS) PRE —CAST CONCRETE SLAB AERIAL FLOOR SYSTEM a d - ° ::.....:: .:.:. d M ° d M e 4 W -- p CONCRETE BEAM (BY OTHERS) 1 g JOIST TO WALL T.B. CONN -ROOF APC=3 ° CH-200 EMBED PLATE ® 4'-0" O.C. uj a. COMPOSITE STEEL BAR JOIST PROVIDE 2Y2" MIN. BEARING PRE -CAST CONCRETE SLAB MESH-, ESH OF SHOE ON THE BEAM. (TYP.) AERIAL FLOOR SYSTEM ,.A ° 0 y ° d '. d EE LAN A .' Q #4 0 12" O.0 z J O_ CH-100 EMBED PLATE (SEE DETAIL 1) a"' : •d LOCATED AT JOIST SHOE 3 16 2 CONCRETE BEAM COMPOSITE STEEL (BY OTHERS) JOIST 14 CANTILEVERED SLAB AT BALCONY 2 LAYERS OF WIRE 17 SLAB SECTION AT RECESSED SHOWER APC-3 CH-300 INSERT GROUT ® 4'-0" O.C. PRE -CAST CONCRETE SLAB o p AERIAL FLOOR SYSTEM D s M v d d CONCRETE N RETE BEAM (BY OTHERS) D . $ o 3 16 2 STEEL ROUND BAR z a D OR PLATE SIZE aJ VARIES w v U) D . COMPOSITE STEEL JOIST JI CH-100 EMBED PLATE TO BE PLACED ON THE SIDE OF TIE BEAM 20 SLAB EDGE TO WALL T.B. CONN.-ROOF 21 SLAB LEDGERED TO T. BEAM CONN.-ROOF APC-3 APC-3 : N.T.S. 11 o I'- U' o � o_ 0 U Q O p n O O U) w Q 14— IJi_ O _I O o v M N } N uj d O n Z Q a } m m W Z Z W a N � o o L L �� r U WH c y, o W E- 0 W z W U w W. CC U 92 1��I Q W W 04 HHyy U Q' U IA 0) ~MV• ® z fM°W to WV Lu ui NZ M Lu z -(nLLN -N Z>•>v W(>V� 0 z W Lu ddco Er oMwO � a w ® 0 OvjV'Q U (n(y)0m U Fr 0 (3) L LL ®® GOWcycm N N Q M ® m (3) v W W J O IY W � (n U O D I.. cis U D a a F- Q co � W s Q � W CO m Q di W W co r ' Z ��! � � e W W 1--1 U U W W E-+ d'I coa � C,fl SHEET No. APC-3 SEQUENCE 3 OF 3 EX SABAL PALM 2 EX SLASH PINES EX FIRE HYDRANT AND WATER VALVE Rpp�vw.' Z EX SABAL PALM EX SLASH PINE TO BE " REMOVED "r Fw EX SABAL PALM SLASH PINE BE REMO4 19 EX FIRE HYDRANT AND WATER VALVE EX BASAL f PALM `2 EX SLASH PINES EX 5ABAL PALM EX SABAL PALM 3 EX OAK TREES TO BE REMOVED EX SABAL PALM TO BE RELOCATED EX SABAL PALM TO BE RELOCATED FEX SLASH PINE BE REMOVED EX OAK TO BE REMOVED EX OAK EX SLASH PINE r 6` UTILITY EASEMENT, EX SABAL PALM TO BE RELOCATED EX OAK ON THE ADJACENT PROPERTY 2 EX SLASH PINES TO BE REMOVED EX SABAL 'PALM TO BE RELOCATED • EX SABAL PALM AND STRANGLER FIG ON ADJACENT PROPERTY 3 EX CARROTWOODS TO BE REMOVED i\EX OAK ON THE ADJACENT PROPERTY EX FICUS TREE TO BE REMOVED r EX OAK TREE J i 1-4 jicS l ❑L ❑❑❑ --------------- f r .. I , r I�I„ 1 �Ix rr r _ ti /•may ....-�..®®.n ..-...._. _ 2 EX POYAL POINCIANAS EX POYAL POINCIANA 6' UTILITY EASEMENT TO BE REMOVED TO BE REMOVED 6 WOOD FENCE 2 EX OAK TREES EX CARROTWOOD TO EX FICUS TREE TO BE REMOVED EX DOUBLE SLASH A BE REMOVED EX SAW PALMETTO PINE TO BE REMOVED 1\\ EX SABAL PALM \ E ► or" G TREE SURVEY I t1Nya.. 1 to UTIUI;Y EASEMENT � EX PHONE RISER r , r I 3 RELOCATED � t SABAL PALMS to' UTILITY EASEMENT EX OAK ON THE ADJACENT PROPERTY EX OAK EX SLASH ,PINE it WESTERN LINE OF SHORELINE 1\'t I0' UTILITY EASEMENT 32 SCALE: 1 `" = 16' 64 4' 0 R T H BRAZILIAN PEPPER COVERS ROUGHLY 50% OF THE SITE. ALL BRAZILIAN PEPPER IS TO BE REMOVED. NORTH FORK OF THE at. LUCIE RIVER APPARENT SHORELINE FLOOD ZONE "AE" (BASE EL 6.e9 EX CARROTWOOD TO ISE REMOVED .� 2 EX: OAK TREES 7 ��•: . EX SABAL PALM AND STRANGLER FIG ON ADJACENT PROPERTY .\� EX OAK ON THE ADJACENT PROPERTY `1 � Y\ EX OAK TREE 1 RELOCATED SABAL PALM EX SABAL PALM 6' WOOD FENCE 2 £X OAK TREES £X SAW PALMETTO 6' UTILITY EASEMENT ` ai IN, EX SABAL PALM SEEDLING CLUSTER .` WESTERN LINE OF SHOREUNE 10' UTILITY EASEMENT 32 SCALE: 1 " = 16' NORTH FORK OF THE ST. LUCIE RIVER APPARENTSHOREUNE FLOOD ZONE "AE" (BASE EL 6.0) 2 EX OAK TREES \Y 1 I4 � 1 J EX SABAL PALM SEEDLING CLUSTER 4 EX OAKTREES I ill It LLI I I;� (il 64$�l NORTH 4 EX OAK TREES sI--- .t 000 E co O $ a LiS N N CD r ` m N c 3" � L S C D) D a a c+ a.^ # •- u a 04:j � D a. t b O, I o \ (� > > 0 o 0 Q� V7 ry