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BUILDING PLAN
CONTRACTOR NOTE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. WIEDER ENGINEERING, INC. IS NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND PROGRAMS, CODES AND STANDARDS 1. WIND LOADS ARE PER ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, FOR A 160 MPH ULT WIND SPEED (124 MPH NOMINAL WIND SPEED), EXPOSURE C, ENCLOSED BUILDING (+/-0.18 INTERNAL PRESSURE COEFFICIENT) AND RISK CATEGORY II 2. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE: A. FLORIDA BUILDING CODE 6TH EDITION (2017) B. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318) C. SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301) D. MANUAL OF STD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315) E. NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION NDS/CURRENT EDITION F. BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530, 530.1/ASCE 5, 6/TMS 402, 602) 3. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. 4. REFER TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS SETTINGS, DRAINS, REGLETS, ETC. 5. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED BY THE OWNER RESULTING FROM THE CONTRACTOR'S FAILURE TO COMPLY WITH THIS REQUIREMENT. 6. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH ANY WORK. 7. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. S. ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. 9. MATERIALS AND ASSEMBLY TEST AS FOLLOWS: A. EXTERIOR WINDOWS, SLIDING GLASS DOORS AND PATIO OR FRENCH GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND SHALL BE LABELED WITH AN APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT CERTIFICATION AGENCY, TESTING LABORATORY, EVALUATION ENTITY OR MIAMI-DADE NOTICE OF ACCEPTANCE TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF ONE OF THE FOLLOWING SPECIFICATIONS: ANSI/AAMA/NWWDA 101/I.S.2 OR TAS 202 B. EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 TIMES THE REQUIRED DESIGN PRESSURE LOAD. THE LOAD SHALL BE SUSTAINED FOR 10 SECONDS WITH NO PERMANENT DEFORMATION OF ANY MAIN FRAME OR PANEL MEMBER IN EXCESS OF 0.4 PERCENT OF ITS SPAN AFTER THE LOAD IS REMOVED. AFTER EACH SPECIFIED LOADING, THERE SHALL BE NO GLASS BREAKAGE, PERMANENT DAMAGE TO FASTENERS, HARDWARE PARTS, OR ANY OTHER DAMAGE, WHICH CAUSES THE DOOR TO BE INOPERABLE. C. WINDOW AND DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEM USED FOR SUBSTRATES NOT SPECIFIED BY THE FENSTRATION MANUFACTUER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. SPECIALTY ENGINEERED PRODUCTS 1. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SPECIALTY ENGINEERED SHOP DRAWINGS WHICH SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT SPECIALTY ENGINEERED A TIMELY MANNER SO S THE SPECIAL SHOP DRAWINGS ARE SUBMITTED IN AS TO ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY. FOUNDATION 1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE REPORT ON GEOTCHNICAL ENDGINEERING EVALUATION PREPARED BY ANDERSEN ANDRE CONSULTING ENGINEERS, INC, DATED JANUARY 24, 2018 (AACE FILE NO. 18-104) 2. THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT INDICATED IN THE SOILS REPORT. ALL SUBGRADES SHALL BE APPROVED IN WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING. 3. BOTTOM OF FOOTINGS TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2500 PSF 4. SOILS SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED SOILS ENGINEER BEFORE COMMENCING WORK. APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE. 5. TOP OF ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM 12 INCHES BELOW EXTERIOR FINISH GRADE AND BOTTOM OF ALL MONO -FOOTINGS SHALL BE A MINIMUM OF 12 INCHES BELOW EXTERIOR FINISH GRADE. 6. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC. 7. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. CONCRETE 1. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS; A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS FOR FOUNDATIONS AND SLAB ON GRADE B. A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI @ 28 DAYS FOR ALL OTHER CONCRETE (I.E. COLUMNS AND BEAMS) C. SLUMPS SHALL BE 5 INCHES +/- 1 INCH D. CONCRETE SHALL HAVE A MINIMUM OF 2% ENTRAPPED AIR E. ALL CONCRETE TO HAVE MAXIMUM WATERICEMENT RATIO OF 0.55 F. JOBSITE WATER SHALL NOT BE ADDED 2. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS 3. LAP ALL BARS PER ACI MINIMUM REQUIREMENTS FOR TENSION LAP SPLICE BUT NOT LESS THAN 48 BAR DIAMETERS. LAP ALL WWF A MINIMUM OF 12 INCHES 4. ALL HOOKS SHOWN IN STEEL REINFORCING BARS SHALL BE PER ACI RECOMMENDATIONS (NOT LESS THAN 12 BAR DIAMETERS PAST BEND) UNO 5. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A185. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND SUPPORT ON SLAB BOLSTERS SPACED AT X-0" O.C. 6. ALL REINFORCING STEEL COMPLY WITH ASTM A615 GRADE 60 7. AT CORNERS OF CONCRETE BEAMS, TIE BEAMS, BOND BEAMS AND CONTINUOUS WALL FOOTINGS, PROVIDE (1) #5 X W-0" BENT BAR FOR EACH HORIZONTAL BAR SCHEDULED AT EACH FACE CONCRETE CONT'D: S. CONCRETE LINTELS: A. ALL LINTELS SHALL BE PRE-ENGINEERED PERCAST TYPE BY CASTCRET'E (OR EQUAL) UNO OR AS NOTED BELOW. NO PRE-ENGINEERED PRECAST LINTEL SHALL BE LESS THAN 81F8 w/ (1) #5 BOTTOM B. LINTEL SHALL BE CAST IN PLACE BEAM WHEN: IMMEDIATELY ADJACENT TO CAST IN PLACE CONCRETE COLUMN. MINIMUM LINTEL SHALL BE WO WITH (2) #5 TOP AND BOTTOM w/ #3 STIRRUPS AT 4" ON CENTER LINO. C. DROP BOTTOM OF BEAM AT WINDOWS, DOORS AND MASONRY OPENINGS AS REQUIRED TO PROVIDE A CONCRETE CLOSURE BETWEEN THE BOTTOM OF THE BEAM AND WINDOW AND/OR DOOR HEADER SHALL BE ALLOWED. D. MAXIMUM DROP SHALL BE 16" (TWO BLOCK COURSES) AND SPAN EQUAL TO MASONRY OPENING WIDTH PLUS 8" EACH SIDE. PROVIDE ADDITIONAL (2) #5 AT BOTTOM OF DROP INCLUDING #3 TIES @ 24" O.C. EXTENDING TO TOP OF BEAM REINFORCING. IF THE LINTEL DROP EXCEEDS THE ABOVE LIMIT, A SEPARATED LINTEL SHALL BE PROVIDED E. LINTELS TO HAVE 8" MINIMUM BEARING AT EACH END. MASONRY 1. MASONRY UNITS SHALL BE, LOAD BEARING ASTM C90, NORMAL WEIGHT AND SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND 2. THE COMPRESSIVE STRENGTH OF MASONRY (F-M)' SHALL BE 1,500 PSI AS CALCULATED IN ACCORDANCE WITH ASTM C1314. 3. ALL MORTAR SHALL BE TYPE M OR S ONLY, IN ACCORDANCE WITH ASTM C270 4. GROUT SHALL BE A HIGH SLUMP MIX IN ACCORDANCE WITH ASTM C476 AND HAVING A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI 5. PROVIDE 8" X 8" MASONRY BEAM WITH (1) #5 CONT. AT EVERY WINDOW SILL. EXTEND BEAM 8" BEYOND EDGE OF OPENING AND HOOK INTO REINFORCED JAMBS 6. PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT REINFORCEMENT (9 GA.) AT 16" ON CENTER VERTICAL IN ALL MASONRY WALLS. PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS. WOOD 1. ALL STRUCTURAL WOOD MEMBERS ARE DESIGNED AS "DRY -USE". MOISTURE CONTENT MUST BE 19% OR LESS. STORE WOOD FRAMING ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION. 2. ALL LUMBER SHALL BE SOUTHERN PINE SPECIES #2I GRADE OR APPROVED EQUAL. ALLOWABLE DESIGN STRESSES SHALL FOLLOW NATIONAL DESIGN SPECIFICATION (NDS) (LATEST EDITION). 3. PROVIDE SP ACQ PRESSURE TREATED LUMBER IN ACCORDANCE WITH AWPA STANDARDS TO A MINIMUM 0.40 PCF RETENTION WHERE LUMBER IS IN CONTACT WITH CONCRETE/MASONRY OR OUTSIDE OF BUILDING. ALL METAL CONNECTORS IN CONTACT ;WITH PRESSURE TREATED LUMBER SHALL BE GALVANIZED WITH A RATING OF G-185 AND CONFORM TO ASTM A653. ALL NAILS AND SCREWS USED WITH PRESSURE TREATED LUMBER ARE TO BE HOT -DIPPED GALVANIZED AND TO CONFORM TO ASTM A153 CLASS D. ELECTROGALVANIZED FASTENERS SHALL HAVE A CLASS RATING PER ASTM B695 NO LESS THAN 55. ALUMINUM NOT TO BE USED IN DIRECT CONTACT WITH ACQ TREATED LUMBER. 4. PLYWOOD ROOF SHEATHING: A. USE 19/32" APA 40/20 RATED, EXP. 1, PLYWOOD SHEATHING B. USE 8'- 0" LONG X 4%0" WIDE SHEETS WITH LENGTH ACROSS FRAMING. STAGGER PANEL END JOINTS 4'-0" TYP., ALLOW 1/8" SPACE ALONG PANEL EDGES AND END JOINTS 5. WOOD CONNECTIONS - ALL NAILS USED FOR STRUCTURAL FRAMING MEMBERS SHALL BE COMMON WIRE, U.N.O. ALL NAILS, TRUSS HANGERS, TRUSS ANCHORS AND STRAPS SHALL BE GALVANIZED FOR CORROSIVE RESISTANCE. ALL METAL STRAPS MUST BE INSTALLED WITH EQUAL LENGTHS ABOUT THE JOINT LINE. USE SIMPSON STRONG -TIE CONNECTOR PRODUCTS OR APPROVED EQUAL. TOE NAILING WILL NOT BE PERMITTED. WOOD TRUSSES 1. WOOD ARE TO BE DESIGNED FOR THE WOOD FABRICATOR BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. SEALED CALCULATIONS AND LAYOUT DRAWINGS ARE TO BE SUBMITTED FOR APPROVAL. TRUSS FABRICATOR TO ',PROVIDE ALL TRUSS -TO -TRUSS HANGERS AS REQUIRED TO RESIST GRAVITY AND UPLIFT REACTION. 2. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE" HANDLING, INSTALLING AND BRACING IOF WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIS (1991EDITION). BRACING IN THE PLANE OF THE WEB MEMBERS: A. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS. C. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS. 3. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8'-0" ON CENTER WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES. IF NO CEILING IS ATTACHED TO BOTTOM OFTRUSSES, BRACING SHALL BE MINIMUM 2X4 @ 36" ON CENTER NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45 DEGREES TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20-FOOT INTERVALS, 4. DO NOT CUT, DRILL OR NOTCH TRUSSES WITHOUT WRITTEN APPROVAL FROM TRUSS ENGINEER. COORDINATE MECHANICAL, ELECTRICAL, PLUMBING, ETC. SIZES AND LOCATIONS WITH TRUSS LAYOUT PRIOR TO ERECTION. 5. TRUSSES SHALL BE MANUFACTURED & DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATION(r) FOR WOOD CONSTRUCTION, AF & PA, AND NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANSIfTPI 1-CURRENT EDITION, AND THE LOCAL CODE JURISDICTIONS. 6. DO NOT OVERLOAD ROOF TRUSSES WITH BUILDING MATERIALS 7. CONNECTOR PLATES SHALL BE MANUFACTURED BY A' WTCA MEMBER PLATE SUPPLIER AND SHALL MEET OR EXCEED ASTM A653IA653M REQUIREMENTS FOR STRUCTURAL STEEL. S. WOOD TRUSS MANUFACUTER TO DESIGN BOTTOM CHORDS OF WOOD TRUSSES AT ALL ATTIC AREAS FOR A MINIMUM OF 30 PSF LIVE LOAD SHOP DRAWINGS 1. SHOP DRAWINGS SHALL BE SUBMITTED IN COMPLETE PACKAGES FOR THE FOLLOWING: A. CONCRETE MIX DESIGNS B. CONCRETE REINFORCING STEEL TO WELDED WIRE FABRIC C. PRE-ENGINEERED PRECAST CONCRETE LINTELS AND OTHER PRECAST CONCRETE ITEMS D. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACESSORIES. E. PRE-ENGINEERED WOOD TRUSSES 2. PRE-ENGINEERED ITEMS SHALL BE SUBMITTED SIGNED AND SEALED BY A SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA F9:hFAINNIH COMPRESSION WEB - SLOPING OR VERT CONT LATERAL BRACE CEILING 19S WIND LOAD SCHEDULE (Nominal) COMPONENTS & CLADDING ROOF WINO LOADS WALLSEE WINDELOADS ROOF AREA WALL AREA 1 2 3 4 5 PRESSURE (PSF) +13.6 +13.6 +13.6 +30.0 +30.0 SUCTION (PSF) -33.5 -56.2 -84.6 -33.2 -46.9 1. EXTERIOR GLAZED OPENINGS IN BUILDINGS SHALL COMPLY WITH 6th EDITION FBC 2017 BY EITHER BEING DESIGNED FOR IMPACT RESISTANCE OR BEING PROTECTED BY IMPACT PROTECTIVE SYSTEMS. 2. CORNER DISTANCE, A = 3.0 FEET, 10 S.F. n AA m PLAN CONT. LATERAL BRACING AS REQD DIAG BRACING DIAG BRACING NAILED TO OPPOSITE SIDE OF WEB TO PREVENT LATERAL MOVEMENT - AT 20' O.C. CONT LATERAL BRACING LOCATED ON OR NEAR PANEL POINT SEE NOTE 2 BELOW. DIAGONALS FORM V- BOTTOM CHORD BRACED BAY 0 20 FT OF TRUSSES INTERVALS; REPEAT 0 (TIP) BOTH ENDS 1. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE "TRUSS PLATE INSTITUTE" BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS, HIB-91, BRACING IN THE PLAN OF THE WEB MEMBERS : a. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE CONTINUOUS LATERAL BRACING FOR EACH TRUSS WEB MEMBER AS REQUIRED. b. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER). THIS BRACING IS TO BE CONTINUOUS. c. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING IS REQUIRED, ONE AT EACH VERTICAL WEB MEMBER CLOSEST TO BEARING LOCATIONS. 2. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL BRACING SPACED AT 8'-0" 0. C. WITH A CEILING ATTACHED TO BOTTOM OF TRUSSES. OR IF NO CEILING IS ATTACHED TO BOTTOM OF TRUSSES BRACING SHALL BE MIN. 2 x 4 0 36" O.C. NAILED TO THE TOP OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45' TO THE LATERAL BRACES SHALL BE LOCATED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. 3. TOP CHORD BRACING : a. IF PLYWOOD DECKING IS APPLIED DIRECTLY TO TOP CHORD, PROPERLY LAPPED AND NAILED TO DEVELOP DIAPRAGHM ACTION, BRACING IS NOT REQUIRED. b. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING IS REQUIRED AT EACH END. IF BUILDING EXCEEDS 80 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. WOOD TRUSS BRACING DETAIL n _4 ELEVATION DESIGN LOAD SCHEDULE (ALL LOADS SHOWN ARE IN POUNDS PER SQ. FT.) a Lia' a COMPONENT 0 0 0 STRUCTURE 8 ROOFING 15 CEILING 5 MEP 5 MISC. 2 TOTAL DEAD LOAD 35 TOTAL LIVE LOAD 20 TOTAL LOAD 55 WINDOW & DOOR OPENING 7'-0" WIDE AND LARGER) 2" x P.T. BUCK W/ 1/4"0 x 1 1/4" CONC. EMBEDMENT TAPCON AT 8"o.c., START 3" FROM CORNERS. BEAM SCHEDULE MARK SIZE WxH (inches) REINFORCING, STIRRUPS REMARKS BOTT TOP INT TIES SPACING BB-1 8 x 16 1 #5 1 #5 - - - CMU B-1 8 x 24 2 #5 2 #5 2 #5 #3 0 12" O.C. C.I.P. B-2 8 x 20 2 #5 2 #5 2 #5 #3 0 10" O.C. C.I.P. TB-1 B x 12 2 #5 2 #5 - #3 0 24" O.C. C.I.P. L-1 8F8 1 #5 - _ - - PRECAST LINTEL BY CASTCRETE FOOTING SCHEDULE MARK SIZE (WxLxD) REINFORCING REMARKS MF20.18 2'-0" x CONT. x 18" (3) #5 CONT. BOTT. & #5 0 24' O.C. TRANV. BOTT. + (1) #5 TOP MONOLITHIC W/ SLAB MF38.16 3'-10" x CONT. x 16° (5) #5 CONT. BOTT. & #5 0 24" O.C. TRANSV. BOTT. MONOLITHIC W/ SLAB F20.12 2'-0" x CONT. x 12" (3) #5 CONT. BOTT.  0 48" O.C. TRANV. BOTT STRIP FTG F30 3'-0" x 3'-0" x 12" (4) #5 EACH WAY BOTT. PAD T.E. 12" x CONT. x 12" (2) #5 BOTT. THICKENED SLAB EDGE TE-2 8" x CONT. x 8" (1) #5 BOTT. THICKENED SLAB EDGE (WINDOW & DOOR OPENINGS LESS THAN 7'-0" WIDE) 2" x P.T. BUCK W/ 1/4"0 x 1 1/4" CONC. EMBEDMENT TAPCON AT 12"o.c., START 3" FROM CORNERS. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. G.C. TO COORDINATE OPENING DIMENSIONS. TYPICAL WOOD BUCK TO CONCRETE OR GROUT FILLED MASONRY CONNECTION DETAIL EXTERIOR GLAZED OPENINGS IN BUILDINGS SHALL COMPLY WITH 6th EDITION 2017 FLORIDA BUILDING CODE BY EITHER BEING DESIGNED FOR IMPACT RESISTANCE OR BEING PROTECTED BY IMPACT PROTECTIVE SYSTEMS. COLUMN SCHEDULE 1.-0" C "MC-l" 12%12" MASONRY "0" BLOCK W/(4) #4 VERTICAL & #3 TIES 0 12" O.C. MASONRY WALL SCHEDULE MARK THICKNESS REINFORCING MW-1 8" CMU #5 0 48" O.C. MW-2 8" CMU #6 0 24" O.C. MW-3 8" CMU #6 0 48" O.C. MASONRY WALL NOTES: 1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING 0 16" O.C. HORIZ. EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 2. ADJACENT TO ANY EXTERIOR WALL OPENING AND AT CORNERS & WALL INTERSECTIONS, PLACE (1) SCHEDULED VERTICAL REINFORCING IN CELL GROUTED SOLID, FULL HEIGHT, U.N.O. 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 2500 PSI GROUT MIX. CONCRETE COVER SCHEDULE CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 OR LARGER 2" #5 OR SMALLER 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS (#11 AND SMALLER) 3/4" BEAMS, COLUMNS (PRIMARY REINF., TIES, STIRRUPS, SPIRALS) 1 1/2" CONCRETE FOR COASTAL CONSTRUCTION EXTERIOR CONDITIONS WALL & SLABS OTHERMEMBERS St / Ut�iede (!�nqjineerinq, Ac. STRUCTURAL ENGINEER \Y 11718 SE FEDERAL HWY #373 uc #28036 (772) 546-5823 HOBE SOUND, FL 33455 FAX: (772) 545-3734 U Lo N (3)W F- 00 0 5 M fn Wu-00 M 14. m N O Q Z �--� � U) O O) Q� Q CO �'= Q 0Q `n U 00 L. U m O CD S. U J Q Z O Q N Co CY) L.. W M Z M Cu '_ VJ W _x 06 "L = Q O LL U J Z O 0- 1.1 Cu 0 Cu LL Z = O �V ^) (1)) G PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE SHEET # Fj COPYRIGHT 2018 8" CMU WALL (SEE PLAN) it m m a 1 1/2" RECESS, (SEE ARCH'L DWGS. a. CL FOR DOOR RECESS REQUIREMENTS) 4" SLAB ON GRADE z ? (SEE PLAN) (1) #5 CONT. TOP R M M z /\//\ \ \ R g / m N MF20.18 MONOLITHIC FOOTING '1TYP. EXTERIOR MONOLITHIC WALL FOOTING 3-4 Scale:3/4"=1'-0" (MW-1) 8" CMU WALL (SEE PLAN) - I a 5. 1 1/2" MASONRY RECESS, TYP._\ . z SEE ARCH'L DWGS. FOR RECESS AT DOOR 7 SLAB ONGRADE (1) #5 CONT. TOP (SEEPLAN) 4" SLAB ON GRADE SEE PLAN ( ) x x — ° 9 SLOPE a 1� m (TE-2) 8"x8" THICKENED iyv EDGE W/(1) #5 x CONT. 8" - 2'-0" FOOTING MF20.18 MONOLITHIC PAPER JOINT s SECTION S-4 Scale:3/4"=1'-0" --- - ff J --- V - I I 11 II l I - m i GROUT -FILLED CELLS - __�--L__i 1 3000 PSI (TYPICAL) < N L r --- o v I Z a_ -- I r -1 II 4 1/2" x 4 1/2" CUT o I II µ _ L_-I& II L__ -_ __-__I...... _v1_ MASONRY INSPECTION CLEAN -OUT HOLE I DOWELS TO MATCH VERT. - __J ___J ___ I TYPICAL MASONRY FILLED CELL DETAIL MASONRY PROVIDE PREFAB. "L' JOINT REINFORCING AT ALL CORNERS PLAN VIEW MASONRY PROVIDE PREFAB. "T" JOINT REINFORCING AT ALL T-INTERSECTIONS PLAN VIEW EXTEND JOINT REINF. 6" PROVIDE DOVETAIL LCONC INTO CONCRETE COLUMN ANCHOR SYSTEM COLUI PLAN VIEW PLAN VIEW (MASONRY LAID BEFORE COLUMN) (MASONRY LAID AFTER COLUMN) TYPICAL MASONRY DETAILS N.T.S. SEE PLAN T.O. SLAB DOWELS TO MATCH VERTICAL BARS EL. (-2'-1 1 (MW-1) 8" CMU WALL (SEE PLAN) 1 1/2" MASONRY RECESS, TYP. (1) #5 CONT. TOP (MC-1) 12%12" MASONRY COLUMN (SEE PLAN) 1/4" PMJ ® COLUMN SLAB ON GRADE (SEE PLAN) \� COMPACTED FILL (T.E.) 12"x12" THICKENED \/ SLAB EDGE BEYOND /\ (SEE PLAN) r F30 CONC. FOOTING (SEE PLAN & SCHEDULE) SECTION 4" SLAB ON GRADE a , (SEE PLAN) " < SLR a (TE-2) 8"x8" THICKENED EDGE/TURNDOWN W/(1) #5 x CONT. (MIN.) 4" CONC. SLAB ON RAILING, (SEE ARCH'L DWGS.) GRADE (SEE PLAN) EL. VARIES T.O. GRADE FILL X %\COMPACTED E N" CMU WFORCING4 C INTO HOOKREINF/ T.O. FOOTING T FOOTING & SLAB EDGE, GROUT FILL ALL CELLS. F20.12 CONC. FOOTING (SEE PLAN & SCHEDULE) \\%/\ '\ 3 SECTION S-4 Scale: 3/4"=1 '-0" 8" CMU WALL BEYOND #3 BENT BARS ® 12" O.C. (SEE PLAN) AT STEPS STARTING 3" SEE ARCH'L FWGS FOR DOOR FROM EACH END RECESS REQUIREMENTS 4" SLAB ON GRADE (2) #5 TOP SEE (1) #5 CONT. TOP 4" SLAB ON GRADE (SEE PLAN) ARCS(SEE PLAN) DWGS. OL EL. 0'-0" EL. 0'-0" T.O. SLAB 4" SLAB ON GRADE -' a ° x-- , x x, . x x T.O. SLAB rr7 (SEE PLAN) • „ / / /\/\. '6 SLOPE /• R X3" CVR CVR \/ \ \ d\\ n \ ,\\\ �\\ B" 2'-0" TYP (2) #5 BOTT. TYP 16 2'-O' (TE-2) 8"x8" THICKENED MF20.18 MONOLITHIC ®STEPS MF20.18 MONOLITHIC EDGE W/(1) #5 x CONT. FOOTING EDGE 1) THICKENED PAPER JOINT FOOTING EDGE W/(1) #5 x CONT. PAPER JOINT �SECTI®N BEYOND , SECTION e: CS-4 Scale:3/4"=1%0" S-4 Scale:3/4"=1'-0" CAST IN PLACE RE NFORCED CONCRETE TIE BEA PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED (SHEET METAL AND VERT. REBAR w/SAME FELT PROHIBITED) DOWELS IN FOUNDATION. PROVIDE 48 BAR DIA. LAP, SEE PLAN HORIZ. JOINT REINF ® 16" O.C. STARTING AT FIRST COURSE ABOVE FOUNDATION. LAP SPLICES 6". USE PREFAB. L'S AND T'S AT WALL INTERSECTIONS 3000 PSI GROUT FILLED CELL PLACE AND CONSOLIDATE GROUT IN 5 FT. LIFTS MORTAR CROSS WEBS ADJACENT TO FILLED CELLS ASTM C.90 C.M.U.'S SET FIRST COURSE IN FULL MORTAR BEDDING 1 - 4 1/2" x 4 1/2" CLEAN FOUNDATION OUT OPENINGS AT GROUT FILLED CELL LOCATION`;, TYPICAL MASONRY WALL CONSTRUCTION N.T.S. (MC-1) 12"02" MASONRY COLUMN (SEE PLAN) DOWELS TO MATCH VERTICAL BARS Co T.O. GR i \// / • . \\\ \\\/" \/\\ � T.O. FOOTING T N / / 4 SECTION VS-4,1 Scale: 3/4"=1'-0" 3'-10" WALL 1(SEE PLAN) 1/4" PMJ ® COLUMN 4" CONC. SLAB ON GRADE (SEE PLAN) EL. VARIES .COMPACTED FILL (TE-2) 8"x8" THICKENED EDGE/TURNDOWN W/(1) #5 x CONT. (MIN.) ON STEM WALL BEYOND (SEE SECT. 3/S-4). RUN REINFORCING THRU MC-1 COLUMN. 120.12 CONIC. FOOTING (SEE PLAN & SCHEDULE) q FOOTING = CL STEM WALL 30" MIN. LAP 1 1/2" MASONRYLRECESS H'L FWGS FOR DOOR RECESS, TYP. REQUIREMENTSCUT BLOCK TO MAINTAIN COURSINGEL.0-0SIN 0'-6" BLDG. SLAB T.O. SLAB a / DEL. VARIES 7n z // _:'x:x'' TY 0. SLAB R 4" SLAB ON GRADE (SEE PLAN) 3'-10" 8" (TE-2) 8"x8" THICKENED - -- EDGE W/(1) #5 x CONT. MF38.16 MONOLITHIC FOOTING B SECTION PAPER JOINT (5) #5 CONT. BOTT. & S-4 Scale: 3/4"=1'-0" #5 ® 24" O.C. TRANSV. BOTT. (TE-2) 8"x8" THICKENED - (MW-1) 8" CMU WALL BEYOND (MW-1) 8" CMU WALL EDGE/TURNDOWN W/(1) #5 (SEE PLAN) (SEE PLAN) x CONT. (MIN.) #5 ® 24" TRANSV. BOTT. 30" MIN. LAP 4" CONC. SLAB ON IN MF38.16 GRADE (SEE PLAN) 1 1/2" MASONRY RECESS (5) #5 CONT. BOTT. (1) #5 CONT. !r .• • x- '' IN MF38.16, EXTEND 4" SLAB ON GRADE INTO MF20.18 (SEE PLAN) CUT FIRST BLOCK TO __EL. O MAINTAIN COURSING n x' x r—,:.' x x. T.O. SLAB COMPACTED FILL 7\\/8- CMU f HOOK RE NFORCING4 INTOC / FOOTING & SLAB EDGE, i. GROUT FILL ALL CELLS. a /\ F20.12 CONC. FOOTING -� °' \\ MF20.18 MONOLITHIC (SEE PLAN & SCHEDULE) FOOTING \ 2'-0 (3) #5 CONT. BOTT. MF38.16 MONOLITHIC MF20.18 FOOTING SECTION MATCH BOTTOMOOF MF38,116T& 9 CAST MONOLITHICALLY S-4 Scale: 3/4"=1'-0" 2" DEEP SAWCUT (OR 1/3 x SLAB SEE PLAN FOR THICKNESS) WITHIN 24 HOURS OF SLAB DESIGNATION POUR (DO NOT INTERRUPT MESH) 7 ADJACENT SLAB _ ° OR FILL 1L' ,_- .,T-,„—x— IhIIITI ITIIL.II 11-III_I 111�-11 R z I I-1 j 1=i---I J 1 METAL KEY -FORM BY KEYHOLD 00 1 INC. OR EQUAL (STOP MESH) 8" 1 #5 CONT CONSTRUCTION JOINT CONTROL JOINT THICKENED EDGE (TE-21 TYPICAL SLAB —ON —GRADE N.T.S. NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS N.T.S. SHALL CREATE PANELS OF 400 SQ. FEET (MAXIMUM) SEE PLAN FOR SLAB DESIGNATION SEE PLAN FOR SLAB ADJACENT SLAB THICKNESS (TYPICAL) OR FILL %_ SEE PLAN FOR RECESS _ SEE PLAN z " 1 SEE PLAN vxY�� %, % n L12-]\\ 2) #5 CONT III=11 r 1 0 - =TI p THICKENED EDGE (T.E.1 TYPICAL SLAB RECESS N.T.S. N.T.S. " SLOPE ► m SEE SITE PLAN FOR PAVING \ \ T.OY FOOTING / N COMPACTED FILL 2'-0" ,o SECTION \,tV Scale:3/4"=1'-O" .ec er (!IZeerinq, 9nc. 1� STRUCTURAL ENGINEER 11718 SE FEDERAL HWY #373 Lic #28036 (772) 546-5823 / HOBE SOUND, FL 33455 FAX: (772) 545-3734 U CD Lo '� N W f- 00 5 M + ( U)M W LL NT co N =3 N Q U) z O O Q E (0 L0 Q 0 Q L_ ®m C:) CD (1' (10 Cz U �E,D �t z O > Z d' L Z M U (� � t/) w • 0 I- U) � o / T ® LL V Z W U " Q) LL ® a) Z_ 0 o- I.L. 7t Q m LL v_J 2 PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE F ' OT I SHEET # 040p 0 COPYRIGHT 2018 SEE ARCH'L FOR ROOFING MATERIAL (TYP) 5/8" CDX EXTERIOR ROOF PLYWOOD. ATTACH WITH 8d NAILS 0 6" O.C. AATBZO E � AND 0 4" O.C. AT ZONE PRE-ENGINEERED WOOD — TRUSSES 0 24" O.C. SIMPSON TRUSS TIE DOWN (SEE PLANS) ATTACH PLYWOOD TO —� SUBFASCIA W/ 8d NAILS 0 4" O.C. (TYP) 2x SUB FASCIA. ATTACH TO EACH TRUSS W/(2) 16d NAILS SIMPSON H3 HURRICANE TIE, TURN HORIZONTAL. 2x4 P.T. LEDGER x CONT. ATTACH TO CONC. WITH 1/4"0 x 2 3/4" EMBED TAPCONS 0 16" O.C. MAX. PRE-ENGINEERED WOOD, OVER FRAMING TRUSSES 0 24" O.C. EL. VARIES PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. SIMPSON "VTCR" 0 36" O.C. MAXIMUM STARTING 4" MAX. FROM EACH END, TYP. EL. 9'-0" 2x P.T. x CONTINUOUS ATTACH TO END OF TRUSS FOR ATTACHMENT OF PORCH SOFFIT 2' 12 6 (BB-1) 8"0 6" BOND BEAM 8" CMU WALL (SEE PLAN) (L-1) BF8 PRECAST LINTEL AT OPENINGS, U.N.O. 1 SECTION S-5 Scale:3/4"=1'-0" �— 12 6 SIMPSON TRUSS TIE DOWN (SEE PLANS) (BB-1) 8"x16" BOND BEAM 8" CMU WALL (SEE PLAN) (L-1) BF8 PRECAST LINTEL AT OPENINGS, U.N.O. eSECTION S-5 Scale:3/4"=1'-0" ATTACH PLYWOOD TO BLOCK - W/(4) MINIMUM 8d NAILS, TYP. 2x4 DIAGONAL BRACE, TYP., - ATTACH EACH END W/(3) #12 x 3" WOOD SCREWS, TYP. SECTION S-5 Scale: 3/4"=1'-O" J,t 1 EL. 9'-4" T.O. BEAM 5/8" CDX EXTERIOR ROOF PLYWOOD. SEE SECTION 1/S-5 FOR ATTACHMENT �- PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. EL. 9'-4" T.O. BEAM 5/8" CDX PLYWOOD (SEE PLAN) PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. 2x4 P.T. BLOCK BETWEEN TRUSSES 0 48" O.C. MAX. ATTACH EACH END TO TRUSS W/ SIMPSON "H3" TURNED HORIZONTAL. SIMPSON HGA10 EACH BLOCK, INSTALL AFTER DEAD LOAD HAS BEEN APPLIED. (BB-1) 8"x18" BOND BEAM (SEE PLAN) NON -BEARING B" CMU WALL 5/8" CDX EXTERIOR ROC PLYWOOD. SEE SECTION 1/S-5 FOR ATTACHMENT ATTACH PLYWOOD TO - SUBFASCIA W/ 8d NAILS 0 4" O.C. (TYP) 2x SUB FASCIA x CONT. ATTACH TO EACH OUTLC W/(2) 16d NAILS (MW-2) 8" CMU WALL - W/ #6. 0 24" O.C. (SEE PLAN FOR EXTENT) (MW-2) 8" CMU WALL (SEE PLAN) PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. 5/8" CDX EXTERIOR ROOF PLtWOOD. ATTACH WITH Bd NAILS 0 6" .C. AATBZO EOAND 0 4" O.C. A ZONE SIMPSON TRUSS TIE - DOWN (SEE PLANS) ATTACH PLYWOOD TO - SUBFASCIA W/ 8d NAILS 0 4" O.C. (TYP) 2x SUB FASCIA (ANGLED TO MATCH 6:12 PITCH ROOF) ATTACH TO EACH TRUSS W/(2) 16d NAILS SIMPSON H3 HURRICANE TIE, TURN HORIZONTAL. 2x4 P.T. LEDGER x CONT. A ACh TO CONIC. WITH 1/4"0 x 2 3/ " EMBED TAPCONS 0 16" O.C. 4AX. 12"f SEE ARCH'L DWGS "t SIMPSON "HETAL 12" 2x4 OUTLOOKERS 0 24" O.C. SIMPSON "LU24" HANGER (TB-1) 8"x12" MIN. RAKED TIE BEAM (BB-1) 8"x16" CMU BOND BEAM 2 SECTION S-5 Scale: 3/4"=1'-0" EL. VARIES PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. EL. 9'-4" EL.T.O. BE9'-0" AM 4 or (B-2) 8"x20" C.I.P. CONC. BEAM IL:.j T-4" 8.0. BEAM s SECTION S-5 Scale: 3/4"=1'-0" B SECTION S-5 Scale: 3/4"=1'-0" PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. SIMPSON HGA10 EACH BLOCK, INSTALL AFTER DEAD LOAD HAS BEEN APPLIED. (BB-1) 8"x16" BOND BEAM (SEE PLAN) NON -BEARING 8" CMU WALL 5/8" CDX EXTERIOR ROOF PLYWOOD. SEE SECTION 1/S-5 FOR ATTACHMENT ATTACH PLYWOOD TO — SUBFASCIA W/ 8d NAILS 0 4" O.C. (TYP) 2x6 SUB FASCIA x CONT. — ATTACH TO EACH OUTLOOKER W/(2) 16d NAILS ARCH'L DWGS (MW-1) 8" CMU WALL W/ #5 0 48" O.C. (B-1) 8"x24" CONC. BE (SEE PLAN) 5/8" CDX EXTERIOR ROOF PLYWOOD. SEE SECTION 1/S-5 FOR ATTACHMENT ATTACH PLYWOOD TO — SUBFASCIA W/ 8d NAILS 0 4" O.C. (TYP) 2x6 SUB FASCIA x CONT. ATTACH TO EACH OUTLOOKER 12"t W/(2) 16d NAILS SEE ARCH'L DWGS (MW-1) 8" CMU WALL W/ #5 0 48" O.C. (8-2) 8"x20" CONC. BI (SEE PLAN) SIMPSON "HETAL 12" 2x4 OUTLOOKERS 0 24" O.C. SIMPSON "LU24" HANGER (TB-1) 8"x12" MIN. RAKED TIE BEAM 3 SECTION S-5 Scale: 3/4"=1'-0" SIMPSON "HETAL 12" 2x4 OUTLOOKERS 0 24" O.C. SIMPSON "LU24" HANGER (TB-1) 8"x12" MIN. RAKED TIE BEAM B SECTION S-5 Scale: 3/4"=1'-0" EL. VARIES PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. EL. 9'-4" EL. VARIES PRE-ENGINEERED WOOD TRUSSES 0 24" O.C. EL. 9'-0" ,��V�GoMpL1 co�E�G�E Go ( ioc ep (!!�"Cji"eeri"Cj' jnC. IG STRUCTURAL ENGINEER I1/ 11718 SE FEDERAL HWY #373 LIc#28036 (772) 546-5823 HOBE SOUND, FL 33455 FAX: (772) 545-3734 U O Lo "U) N 00 M U) W M CD u- 00 N Q Q Z U m �0rn C) dC � W (0 -1--+ (D Q Lo U 00 Q o C3 L U J Q Z _® Q N m L W Co Z M U) cc V) W 06 L > = Q O LLF v LL z �- c C a- -� p� E _O U) ^ U) G PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE F. a SHEET #A koi COPYRIGHT 2018 +29.3 PSF -38.1 PSF u H WEST ELEVATION 7 +29.3 PSF -38.1 PSF p� +29.3 PSF -31.8 PSF EE SCALE:114"=1'-0" +28.5 PSF -31.0 PSF SOUTH ELEVATION SCALE: 114"=1'-0" I- 7 7 -171 1 I +28.5 PSF )- T -31.0 PSF IT] +29.3 PSF -31.8 PSF DOOR 5 E +30.6 PSF -33.2 PSF SIDELIGHTS +29.8 PSF -39.3 PSF +28.5 PSF +28.5 PSF +29.3 PSF +29.8 PSF -31.0 PSF -31.0 PSF -31.8 PSF -39.3 PSF .3 PSF PSF DOOR -38-31.8 -38.1 PSF -31.8 PSF ADA COTTAGE SOUTH ELEVATION SCALE:114"=1'-0" +30.6 PSF -33.2 PSF SIDELIGHTS F+28.5 PSF tE 31 1 0 JPSF 02 NORTH ELEVATION SCALE:1/4"=1'4' EAST ELEVATION SCALE:114"=1'•0" V 'e GpMP 1 cs cL%3 Q%f iecler �n2 ineerin ' ✓nc. STRUCTURAL ENGINEER 11718 SE FEDERAL HWY /�373 Lic28036 (772) 546-5823 HOB SOUND, FL 33455 FAX: (772) 545-3734 U o 'c/) N W H 00 ® co 'i' LL M It 00 m LL 00 N o Q Z U 0 c rn C�<Lo U 00 G� U o m a a� L _cu U J Q z _0 f °- �' z mM w N z co (n W ob >` C ~ U) 0 = Q Coll p = W N Z �- N� Lf_ Q u- _m 0 v�/! � � v/ PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE G 0 L SHEET # S�`� COPYRIGHT 2018 GENERAL HVAC NOTES 1CHARACTERISTICS.VISIT THE SITE PRIOR TO SUBMITTING A BID. DETERMINE THE OF EXISTING FACILITIES WHICH WILL AFFECT PERFORMANCE OF THE WORK, BUT WHICH ARE NOT SHOWN ON THE DRAWINGS 2.PROVIDE ALL LABOR PERMITS, MATERIAL, TOOLS, SUPPLIES, EQUIPMENT TO INSTALL A COMPLETE AND OPERATING AIR CONDITIONING SYSTEM. INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL CODES. 3.PAY ALL COSTS OF PERMIT INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 4.CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE (5] COPIES OF MANUFACTURERS DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. 5. ALL CONTRACTORS & SUB CONTRACTORS WORKING ON THIS PROJECT SHALL BE LICENSED BY THE STATE OF FLORIDA & PALM BEACH COUNTY, AS APPLICABLE. 6. ALL CONDITIONED AIR DUCTWORK SHALL BE FIBERGLASS, R=6.0 MIN. IN TRUSS SPACE & R=4.2 BELOW 2ND FLOOR SLAB. ALL OUTSIDE AIR & EXHAUST DUCTWORK SHALL BE RIGID GALVANIZED STEEL. ALL BENDS GREATER THAN 45 DEGREES SHALL BE PROVIDED WITH TURNING VANES. THE CONTRACTOR SHALL VERIFY CLEARANCES & ADJUST FOR FIELD CONDITIONS AS REQUIRED PRIOR TO CONSTRUCTING ANY DUCTWORK. ALL SIZES ARE CLEAR INSIDE DIMENSIONS. INSTALL ALL DUCTWORK PER THE APPROPRIATE SMACNA STANDARD. 7.THE CONTRACTOR SHALL FURNISH A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE ARCHITECT. ANY BREAK -DOWN OCCURRING IN THE FIRST YEAR SHALL BE REPAIRED AT NO COST TO THE OWNER. A/C COMPRESSORS SHALL HAVE A 5 YEAR GUARANTEE. &PROVIDE & INSTALL ALL CONTACTORS, RELAYS, AND CONTROLS. 9. THE CONTRACTOR SHALL INCLUDE THE COST TO PROVIDE AN AIR LEAKAGE TEST AS PER THE FBC-ENERGY CONSERVATION SECTION R402.4.1.2. THE TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH ANSI/RESNET/ICC380 & REPORTED AT A PRESSURE OF 0.2 IN WG. THE TESTING SHALL BE CONDUCTED BY EITHER INDIVIDUALS AS DEFINED IN SECTION 553.993(5) OR (7), FLORIDA STATUTES, OR INDIVIDUALS LICENSED AS SET FORTH IN SECTION 489.105(3)(F), (G) OR (1) OR AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST & PROVIDED TO THE CODE OFFICIAL. 10.ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT. DEVICES SHALL BE TITUS OR METALAIRE. 11.PROVIDE NEW FILTERS FOR ALL AIR HANDLERS BEFORE STARTING THEM REPLACE FILTERS PRIOR TO FINAL ACCEPTANCE BY OWNER. 12.PROVIDE A 10 FOOT MINIMUM CLEARANCE FROM ALL VENTS THROUGH ROOF (VTR) AND EXHAUST FANS TO OUTSIDE AIR INTAKES. 13.ALL STORAGE ROOMS, TOILETS, ETC, WILL HAVE UNDERCUT DOORS TO PROVIDE VENTILATION REQUIRED WHEN DOOR OR TRANSFER GRILLES ARE NOT SHOWN. 14.A/C CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS WORK FOR SIZE, LOCATION, CLEARANCE, ACCESS AND ELECTRICAL CHARACTERISTICS WITH ALL OTHER TRADES AND TO PROVIDE SHOP DRAWINGS TO THE ENGINEER FOR REVIEW BEFORE INSTALLATION OF DUCTWORK OR EQUIPMENT. SHOP DRAWINGS WILL INCLUDE BEAM OR STRUCTURE ELEVATION & REQUIRED EQUIPMENT ACCESS AREAS. 15.000RDINATE LOCATION OF CEILING DIFFUSERS, GRILLES AND REGISTERS IN THE FIELD WITH LIGHTS AND ARCHITECTURAL ELEMENTS. 16.000RDINATE LOCATION OF AHU'S, THERMOSTATS, FANS AND DUCTWORK WITH BUILDING STRUCTURE AND OTHER TRADES SO THAT NO INTERFERENCES OCCUR. 17.MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL AND STRUCTURAL PLANS. DUCT BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 18. ALL REFRIGERANT LINES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. MATERIAL SHALL BE ASTM B88 TYPE L COPPER HARD DRAWN WITH WROUGHT COPPER OR BRASS FITTINGS. JOINTS SHALL HAVE SILVER SOLDER. SUCTION LINES SHALL BE INSULATED. 19.ALL CONDENSATE DRAIN PIPING SHALL BE SCH 40 PVC WITH 1/2" THICK TYPE 'G' CELLULAR FOAM INSULATION, K=0.28 MINIMUM. 20. FLEX DUCTS SHALL BE FACTORY INSULATED & BE VINYL COATED SPRING STEEL WIRE HELIX BONDED TO VINYL COATED LINER WITH FIBERGLASS INSULATION & A VINYL IMPREGNATED CLOSELY WOVEN VAPOR BARRIER. THE ASSEMBLY SHALL MEET NFPA-90A, UL181 & BE ILL LISTED AT A LESS THAN 25 FLAME SPREAD & 50 SMOKE DEVELOPED RATING. 21. RIGID FIBERGLASS DUCT BOARD MEET NFPA-90A, UL181 & BE UL LISTED AT A LESS THAN 25 FLAME SPREAD & 50 SMOKE DEVELOPED RATING. THE PRODUCT SHALL HAVE A +/- 2" STATIC PRESSURE RATING & A VELOCITY RATING OF 5000 FPM, 22. ALL EXHAUST & INTAKE DUCTWORK SHALL BE GALV SHEET METAL SNAP -LOCK. CORRUGATED ALUMINUM MAY BE USED FOR PRIVATE TOILET EXHAUST ONLY. 23, PIPE SLEEVES SHALL BE PROVIDED WHERE PIPES & TUBING PASS THRU MASONRY OR CONCRETE WALLS, CEILINGS, ROOFS, OR PARTITIONS. SLEEVES IN OUTSIDE WALLS SHALL BE ZINC COATED STEEL OR PVC PIPE. 2X2 ISOMODE PADS 1 1/2"X 1 1/2"X 1/4 STEEL ANGLE STAND WELDED CONST. 3"X 3"X 1/4" BASE AIR HANDLING UNIT RET DUCT �`P1,�Al1RN1 FLEX. CONN. AS REQUIRED 2" DEEP DRAIN PAN. }'NOTE: PROVIDE FLOAT SWITCH TO CONTROL OVERFLOW FROM EMER. DRAIN PAN.SWITCH SHALL SHUT DOWN UNIT WHEN ACTIVATED IN ACCORDANCE WITH STANDARD MECH. CODE & LOCAL AUTHORITY. �HU DETAIL NTS 12' ABOVE TOP MOST DRAIN PAN TERMINATE VENT WITH PERFORATED CAP (LOOSE) 3' C.O. PLUG TEE RETURN BEND W/C.O, 1011121,11 [�P�Il�nl CONDENSATE PIPING DETAIL NTS CONDENSING UNIT 1/2" NEOPRENE ISOLATOR PAD. UNIT 1' 1' DEEPER FAN STATIC PRESSURE PROVIDE (B)BMP INTERNATIONAL, INC. STEEL TIE DOWN CLIPS FOR EACH UNIT (2 PER CORNER). FLORIDA PRODUCT APPROVAL #FL14239. FOLLOW THE EXACT INSTALLATION INSTRUCTIONS AS PART OF THE PRODUCT APPROVAL. 4" THICK CONCRETE SLAB. CONDEN15ING UNIT TIE DOWN NTS CaVENSATE LOW THRU WALL. TERMINATE 3/A" CONDENSATE 12" AWAY PRGPA WALL AND 6" AF6.- OA. WALL GAP. PAINT 70 MATCH A" FRESM AIR T FROM WALL) GAP. DOWN & ROIIfE r0 AMR/A. IDEA OrOR1ZED DAMPER IN THE VERTICAL PORTION OF THE DUCT. NTERCONNE67 TO All FAN MOrOR. WHEN THE FAN IS ON THE D SHALL OPEN. WHEN THE FAN IS OFF THE DAMPER SHALL SPRIl CLOSED. CAR PORT TERMINI 12" PROM 6X6 TOILET EXHAUST WALL & 6" AF6 DUCT LP TO SLOPED R/A ,0 � _ _ p-' Eff-2 AXIS BATH 20 CFM GKT6 ATH ..-.-.-... S' f 6X6,IW C6CD • J tE ROOM O o )1 #1 0 —... _, 9GD - T / T� A„� I OXI6 f 1 � R/A IAXI2 14X5 - — A" DRYER DUCT LIP IN g- _ 6' WALL & THRU ROOF---- ROO ---- ---- ------ TO SLOPED ROOF JACK. PROVIDE POSITIVE CONNECTION TO ROOF KITCHEN o HOOD EXHAUST ' T1 UP TO SLOPEP ROOF CONK OF- ITIVE OVIVE TI -- DINING y iE51 DE POS PROVIDE 11 ICI I o-O N6E HOOD _ f _ &FM. IZXS,IW, P _ -RAT€► FOR ` ` / _ 11 170 GFM 0 Cam" 0 AIR DEVICE SCHEDULE MANUFACTURED BY TITUS, � 12xa,Iw,ceGD 170 6f-W FAMILY 0 ROOM ,IW/061? GFM - - MECHANICAL FLOOR PLAN SCALE: 1 /4" = V-7 MODEL CONSTRUCTION MOUNT DESCRIPTION 250-AA ALUMINUM SURFACE CURVED BLADE CEILING DIFFUSER W/OHO, 4FFL-AA ALUMINUM SURFACE FIXE➢ BLADE CEILING RETURN GRILLE. NOTES, 1. COLOR SHALL BE WHITE, FAN SCHEDULE MARK EF-1 &2 MANUFACTURER PANASONIC MODEL FV-05-11VK1 TYPE CEILING SERVICE TOILET CFM/S, P. 110/0. 25 H. P. FRACTIONAL VOLTAGE/PH. 120/1 NOTES, 1, ACCEPTABLE ALTERNATE MANUFACTURER SHALL BE GREENHECK, DEHUMIDIFIER SCHEDULE MODEL NUMBERS BASED ON HONEYWELL. SYSTEM 1 MODEL DR-65 CFM 160 MOISTURE REMOVAL 65 PINTS PER DAY FILTER MERV RATING 11 VOLTS -PH 120/1 AMPERAGE 5.? FUSE 20 HUMIDIFIER CONTROL NOTE 2 DIMENSIONS (HXWXD 12'X12'X29' WEIGHT (LBS) 55 NOTES, 1. PROVIDE ALL UNITS WITH A DRAIN PAN & CONDENSATE LINE. 2. PROVIDE THE UNIT WITH A HONEYWELL MANUAL DEHUMIDISTAT MINIMUM 14 6AU6E SIIJPFD R06F PRYER J< WITH INTEORN- DAMPER. a" RIOP METAL PRYER DUCT TO MAKE A POSITIVE CONNECTION TO TI-E ROOF JACK. a" RI61D METAL PRYER DUCT LP IN b" INTERIOR WAL DRYER DUCT DETAIL NTS MINIMUM 26 6AM SLOPEP ROOF RM16E HOOD JACK - WTTH NTE6RAL DAMPER. SPLIT AIR CONDITIONING SCHEDULE MODEL NUMBERS BASED ON TRANE, SYSTEM 1 AHU MODEL TEM6AOB24 CFM 800 HP/FLA 0, 33/2. 8 HEAT KW @240V 4, 8 VOLTS -PH 240-208/1 FUSE 240V 30 DIMENSIONS (HXWXD) 47'X19'X21' WEIGHT (LBS) 117 CONDENSING UNIT MODEL 4TTR6024 VOLTS -PH 240-208/1 ❑D FAN FLA 0, 6 COMP FLA 10. 1 FUSE 20 DIMENSIONS (HXWXD) 29,X30'X33' WEIGHT (LBS) 162 REFRIGERANT R-410 RviR3urw TOTAL BTUH 24400 TOT. SENS. 18300 TONS 2, 0 SEER 16.5 NOTES, 1, THE REFRIGERANT LINES FOR SYSTEMS EXCEEDING 80 FEET IN EQUIVALENT LENGTH SHALL BE INSTALLED PER THE MANUFACTURER'S LONG LINE APPLICATION GUIDE. 7' RI61D METAL PRYER DUET TO MAKE A POSITIVE CONNECTION TO THE ROOF JAM RANGE HOOD DUCT DETAIL NTS pt)F;Ee G�N1F GCE ST LV G10( J JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 C TEL (561)309-9017 EMAIL: david_jones_conde@bellsouth.net Lo N W 00 (M + Lo (j) W M c0 IL c0 d N O Q Z T U Lo �lrn Q CC CD = ~= Q Q 0 L Q CD m C) C � U J Q Z 0 �(o Z m i Q� W co z M "' _0 CCf IllLU 06 = > = Q O LL Z O L Q Ill = O 'V'^J V, PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE A SHEET # M 1� COPYRIGHT 2018 GENERAL HVAC NOTES 1.VISIT THE SITE PRIOR TO SUBMITTING A BID, DETERMINE THE CHARACTERISTICS OF EXISTING FACILITIES WHICH WILL AFFECT PERFORMANCE OF THE WORK, BUT WHICH ARE NOT SHOWN ON THE DRAWINGS 2.PROVIDE ALL LABOR PERMITS, MATERIAL, TOOLS, SUPPLIES, EQUIPMENT TO INSTALL A COMPLETE AND OPERATING AIR CONDITIONING SYSTEM. INSTALLATION SHALL BE IN ACCORDANCE WITH LOCAL CODES. 3.PAY ALL COSTS OF PERMIT INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 4.CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE [5] COPIES OF MANUFACTURERS DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. 5. ALL CONTRACTORS & SUB CONTRACTORS WORKING ON THIS PROJECT SHALL BE LICENSED BY THE STATE OF FLORIDA & PALM BEACH COUNTY, AS APPLICABLE. 6. ALL CONDITIONED AIR DUCTWORK SHALL BE FIBERGLASS, R=6.0 MIN. IN TRUSS SPACE & R=4.2 BELOW 2ND FLOOR SLAB. ALL OUTSIDE AIR & EXHAUST DUCTWORK SHALL BE RIGID GALVANIZED STEEL. ALL BENDS GREATER THAN 45 DEGREES SHALL BE PROVIDED WITH TURNING VANES, THE CONTRACTOR SHALL VERIFY CLEARANCES & ADJUST FOR FIELD CONDITIONS AS REQUIRED PRIOR TO CONSTRUCTING ANY DUCTWORK. ALL SIZES ARE CLEAR INSIDE DIMENSIONS. INSTALL ALL DUCTWORK PER THE APPROPRIATE SMACNA STANDARD. T THE CONTRACTOR SHALL FURNISH A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE ARCHITECT, ANY BREAK -DOWN OCCURRING IN THE FIRST YEAR SHALL BE REPAIRED AT NO COST TO THE OWNER. A/C COMPRESSORS SHALL HAVE A 5 YEAR GUARANTEE. &PROVIDE & INSTALL ALL CONTACTORS, RELAYS, AND CONTROLS. 9. THE CONTRACTOR SHALL INCLUDE THE COST TO PROVIDE AN AIR LEAKAGE TEST AS PER THE FBC-ENERGY CONSERVATION SECTION R402.4.1.2. THE TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH ANSI/RESNET/ICC380 & REPORTED AT A PRESSURE OF 0.2 IN WG. THE TESTING SHALL BE CONDUCTED BY EITHER INDIVIDUALS AS DEFINED IN SECTION 553.993(5) OR (7), FLORIDA STATUTES, OR INDIVIDUALS LICENSED AS SET FORTH IN SECTION 489.105(3)(F), (G) OR (1) OR AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST & PROVIDED TO THE CODE OFFICIAL. 10.ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT, DEVICES SHALL BE TITUS OR METALAIRE. 11.PROVIDE NEW FILTERS FOR ALL AIR HANDLERS BEFORE STARTING THEM. REPLACE FILTERS PRIOR TO FINAL ACCEPTANCE BY OWNER. 12.PROVIDE A 10 FOOT MINIMUM CLEARANCE FROM ALL VENTS THROUGH ROOF (VTR) AND EXHAUST FANS TO OUTSIDE AIR INTAKES. 13.ALL STORAGE ROOMS, TOILETS, ETC, WILL HAVE UNDERCUT DOORS TO PROVIDE VENTILATION REQUIRED WHEN DOOR OR TRANSFER GRILLES ARE NOT SHOWN. 14.A/C CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS WORK FOR SIZE, LOCATION, CLEARANCE, ACCESS AND ELECTRICAL CHARACTERISTICS WITH ALL OTHER TRADES AND TO PROVIDE SHOP DRAWINGS TO THE ENGINEER FOR REVIEW BEFORE INSTALLATION OF DUCTWORK OR EQUIPMENT. SHOP DRAWINGS WILL INCLUDE BEAM OR STRUCTURE ELEVATION & REQUIRED EQUIPMENT ACCESS AREAS. 15.000RDINATE LOCATION OF CEILING DIFFUSERS, GRILLES AND REGISTERS IN THE FIELD WITH LIGHTS AND ARCHITECTURAL ELEMENTS. 16.000RDINATE LOCATION OF AHU'S, THERMOSTATS, FANS AND DUCTWORK WITH BUILDING STRUCTURE AND OTHER TRADES SO THAT NO INTERFERENCES OCCUR. 17.MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL AND STRUCTURAL PLANS. DUCT BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 18. ALL REFRIGERANT LINES SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. MATERIAL SHALL BE ASTM B88 TYPE L COPPER HARD DRAWN WITH WROUGHT COPPER OR BRASS FITTINGS. JOINTS SHALL HAVE SILVER SOLDER. SUCTION LINES SHALL BE INSULATED. 19.ALL CONDENSATE DRAIN PIPING SHALL BE SCH 40 PVC WITH 1/2" THICK TYPE 'Gr CELLULAR FOAM INSULATION, K=0.28 MINIMUM. 20. FLEX DUCTS SHALL BE FACTORY INSULATED & BE VINYL COATED SPRING STEEL WIRE HELIX BONDED TO VINYL COATED LINER WITH FIBERGLASS INSULATION & A VINYL IMPREGNATED CLOSELY WOVEN VAPOR BARRIER. THE ASSEMBLY SHALL MEET NFPA-90A, UL181 & BE ILL LISTED AT A LESS THAN 25 FLAME SPREAD & 50 SMOKE DEVELOPED RATING. 21. RIGID FIBERGLASS DUCT BOARD MEET NFPA-90A, UL181 & BE ILL LISTED AT A LESS THAN 25 FLAME SPREAD & 50 SMOKE DEVELOPED RATING. THE PRODUCT SHALL HAVE A +/- 2" STATIC PRESSURE RATING & A VELOCITY RATING OF 5000 FPM. 22. ALL EXHAUST & INTAKE DUCTWORK SHALL BE GALV SHEET METAL SNAP -LOCK. CORRUGATED ALUMINUM MAY BE USED FOR PRIVATE TOILET EXHAUST ONLY. 23, PIPE SLEEVES SHALL BE PROVIDED WHERE PIPES & TUBING PASS THRU MASONRY OR CONCRETE WALLS, CEILINGS, ROOFS, OR PARTITIONS. SLEEVES IN OUTSIDE WALLS SHALL BE ZINC COATED STEEL OR PVC PIPE. 12'ABOVE TOP SUPPLY DUCT FLEX. CONN. AIR HANDLING UNIT 2X2 ISOMODE PADS 1 1/2"X 1 1/2"X 1/4 STEEL ANGLE STAND rD WELDED CONST. AS REQUIRED 3"X 3"X 1/4" BASE 2" DEEP DRAIN PAN. -/NOTE: PROVIDE FLOAT SWITCH TO CONTROL OVERFLOW FROM EMER. DRAIN PAN.SWITCH SHALL SHUT DOWN UNIT WHEN ACTIVATED IN ACCORDANCE W17H STANDARD MECH. CODE & LOCAL AUTHORITY. AHU DETAIL NTS CONDENSATE PIPING DETAIL NTS 1/2" NEOPRENE ISOLATOR PAD. f PROVIDE (8)BMP INTERNATIONAL, INC. STEEL TIE DOWN CLIPS FOR EACH UNIT (2 PER CORNER). FLORIDA PRODUCT APPROVAL #FL14239. FOLLOW THE EXACT INSTALLATION INSTRUCTIONS AS PART OF THE PRODUCT APPROVAL. 4" THICK CONCRETE SLAB. CONDENSING UNIT TIE DOWN NTS CONDENSATE LON THRU WALL. aL:L TERMINATE 9/4" CONDENSATE IV' AWAY PROM WALL AND 6" AF6. OA. WA1L GAP. PAINT TO MATCH I (DI 4" ffRESH AIR P_ T F`'!M tALL� GAP. DOWNI& ROUTE TO AHU R/A. FROVIPE A WrOK2ED DAMPER IN THE VERTICAL PORTION OF THE DUCT. INTERCONNECT TO AHU FAN MOT WHEN THE PAN IS ON THE DAMPS SHALL OPEN. WHEN THE FAN 15 OFF THE DAMPER SHALL 5PRIN6 CLOSED. CAR PORT R/A #1 KITCHEN -'_i -► YtXS,IWGbGD 170 OW (J TERMINATE 12' FROM 6X6 TOILET EXHAUST WALL & 6" AF6 DUCT UP TO SL OPEP ROOF JACK. I-4X12 6X6,IW,06D J 20 GPM -BATH IV' o (� 1646 \ R/A 14X8 4" DRYER DUCT UP IN - 6" WALL & THRU ROOF 1 TO SLOPED ROOF dACK. j PROVIDE P051TIVE L.._ CONNE67ION�a00F JACK. -_ _ ____............. 0�', HOOp EXHAl15P�T UP _ TO SLOPED ROOF BACK. PROVIDE POSITIVE CONNECTION ''�r DINING PROVIDE 1 0 SI IAL HOOD -------FOR- IO TT o ,Iw,ce CFM 40 01) imllw,c 120 cm Y'q�T #2 I5,IW,6w 170 GPM ------------- FAMILY 00 ROOM 00 --- i ocar ACCESSIBLE COTTAGE MECHANICAL FLOOR PLAN AIR DEVICE SCHEDULE MANUFACTURED BY TITUS. MODEL CONSTRUCTION MOUNT DESCRIPTION 250-AA ALUMINUM SURFACE CURVED BLADE CEILING DIFFUSER W/OBD, 4FFL-AA ALUMINUM SURFACE FIXED BLADE CEILING RETURN GRILLE, NOTES, 1, COLOR SHALL BE WHITE. FAN SCHEDULE MARK EF-1 &2 MANUFACTURER PANASONIC MODEL FV-05-11VKI TYPE CEILING SERVICE TOILET CFM/S, P. 110/0. 25 H. P. FRACTIONAL VOLTAGE/PH. 120/1 NOTES, 1, ACCEPTABLE ALTERNATE MANUFACTURER SHALL BE GREENHECKr DEHUMIDIFIER SCHEDULE MODEL NUMBERS BASED ON HONEYWELL. SYSTEM 1 MODEL DR-65 , CFM 160 MOISTURE REMOVAL 65 PINTS PER DAY FILTER MERV RATING 11 VOLTS -PH 120/1 AMPERAGE 5. 2 FUSE 20 HUMIDIFIER CONTROL NOTE 2 DIMENSIONS (HXWXL) 12'X12'X29' WEIGHT (LBS) 55 NOTES, 1, PROVIDE ALL UNITS WITH A DRAIN PAN & CONDENSATE LINE. 2, PROVIDE THE UNIT WITH A HONEYWELL MANUAL DEHUMIDISTAT MINIMUM U 6AXSE SLOPED ROOF DRYER JAl.K WITH INTEGRAL DAMPER. 4'r RI61D METAL DRYER GLUT TO MAKE A POSITIVE CONNECTION To THE Roof JACK 4" RIGID METAL DRYER DI.U'T LF IN 6" IN'MRIOR WALL. DRYER DUCT DETAIN. NTS MINIMUM 26 &AU6E SLOPED ROOF RANGE HOOD JACK WITH INTEGRAL DAMPER. SCALE: 1/4" = V-1)" SPLIT AIR CONDITIONING SCHEDULE MODEL NUMBERS BASED ON TRANE. SYSTEM 1 AHU MODEL TEM6AOB24 CFM 800 HP/FLA 0.33/2.8 HEAT KW @240V 4. B VOLTS -PH 240-208/1 FUSE 240V 30 DIMENSIONS (HXWXD) 47'X19'X21' WEIGHT (LBS) 117 CONDENSING UNIT MODEL 4TTR6024 VOLTS -PH 240-208/1 OD FAN FLA 0. 6 COMP FLA 10. 1 FUSE 20 DIMENSIONS (HXWXD) 29'X30'X33' WEIGHT (LBS) 162 REFRIGERANT R-410 .T&AdAz TOTAL BTUH 24400 TOT. SENS. 18300 TONS 2, 0 SEER 16. 5 NOTES, 1, THE REFRIGERANT LINES FOR SYSTEMS EXCEEDING 80 FEET IN EQUIVALENT LENGTH SHALL BE INSTALLED PER THE MANUFACTURER'S LONG LINE APPLICATION GUIDE. 7" ROD META- DRYER PWT TO MAKE A P0617vE CONrEaION TO THE ROOF JACK RANGE HOOD DUCT DETAIL NTS ftn%`VC�tn% CoCO� ST• j JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 TEL (561)309-9017 EMAIL: david-jones-conde®bellsouth.net L CV 00 Z) M co coLLJ co H- O Q Z O T �+ V N W Q r ac co +� Q O Q Ln U 00 L U Do O O NT O L U a z O �� z m I— O co _O Z cz Cz (n LLI 06 70 I` = Q o L- J O_ U N u' z O E4� D_ Q = U- O 'V'^J v5_J G PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE U 0 SHEET # M-102 COPYRIGHT 'C OP 2018 GENERAL ELECTRICAL NOTES 1.VISIT THE SITE BEFORE SUBMITTING A BID. DETERMINE THE CHARACTERISTICS OF EXISTING FACILITIES WHICH WILL AFFECT PERFORMANCE OF THE WORK, BUT WHICH ARE NOT SHOWN ON THE DRAWINGS OR THE SPECIFICATIONS. 2.ALL MATERIALS SHALL BE UL APPROVED. INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2014 N.E.C. & THE FLORIDA BUILDING CODE, 2017, 6TH EDITION. 2.PROVIDE NEW COMPLETE SERVICE. FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEMS AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 3.ALL CONDUCTORS SHALL BE COPPER. THE MINIMUM SIZE SHALL BE #12 W/THHN INSULATION. ALL EXPOSED, EXTERIOR, OR UNDERGROUND CONDUCTORS SHALL BE IN CONDUIT. INTERIOR CONCEALED CONDUCTORS SHALL BE IN TYPE ENT CONDUIT. 4.PROVIDE A TYPEWRITTEN DIRECTORY FOR EACH NEW PANEL. 5.ALL SWITCHES SHALL BE 6" FROM DOOR JAMB OR CORNER AND 48" AFF. - QUIET TYPE SINGLE POLE. 6.ALL SWITCHES & RECEPTACLES SHALL BE WHITE DECORA SERIES BY LEVITON 7.ELECTRICAL CONTRACTOR TO GUARANTEE WORKMANSHIP AND MATERIALS FOR ONE YEAR AFTER ACCEPTANCE OF JOB. BLIGHT FIXTURES SHALL BE SUPPLIED WITH ALL MOUNTING HARDWARE, LAMPS AND BE CLEAN BEFORE ACCEPTANCE. 9.CONTRACTOR TO VERIFY ALL MOUNTING HEIGHTS W/OWNER PRIOR TO ROUGH -INS UNLESS NOTED OTHERWISE. 10.ALL CIRCUIT BREAKERS, TWO AND THREE POLE, TO BE COMMON TRIP, NO TIE HANDLES, OR TANDEMS WILL BE ACCEPTED. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R ELECTRICAL LEGEND: SURFACE OR PENDANT FLUORESCENT. OQ RECESSED DOWNLIGHT. SURFACE LIGHT O--I STRIP FLUORESCENT LIGHT. �A LIGHT FIXTURE TYPE DESIGNATION. DUPLEX RECEPTACLE. QUAD—PLEX RECEPTACLE. OJ JUNCTION BOX. 4" SQUARE UNLESS NOTED. TV TV OUTLET FOR COAXIAL CABLE. 17 TELEPHONE OUTLET. WP WEATHERPROOF GFI GROUND FAULT INTERRUPTER. $,$3,$4 TOGGLE TYPE WALL SWITCH (3 = 3 WAY) $D DIMMER SWITCH TWO POLE RECEPTACLE ® AREA TYPE SMOKE ALARM. © AREA TYPE CARBON MONOXIDE DETECTOR. MOTOR. D1 DISCONNECT SWITCH. LEAD CHNTER SCHEDULE 'A' 20/240 volts 1 phase 3 wire 200 amP bus 40 bra---, poles X I neiItrpl FLUSH 't c 200 0 mP main LUGS shor+ clrrult 1= 10,000 bkr c a c bkr pond, & oac k u k !oad P a P a - t s t 'alrP 1/2" #12 LTG & RECEPT -FAMILY/DINING 1 20 ; 2 2 30 AHU tf; 3 4 -KITCHEN s 6 2 20 CU -BATH 1&2 LTG t 7 a 1 -BATH 1 GFI 9 io 2 30 DRYER -BATH 2 GFI 11 12 -BED 1 13 14 2 30 EN -BED 2 1s 16 EXTERIOR LTS & RECEIPT 17 to 2 50 RANGE 3/ SMALL APPLIANCES 19 20 j 21 22 1 20 WASHER DISHWASHER 23 24 I ATTIC/DEHUMIDIFIER POWER MICROWAVE/HOOD 25 26 SPACE REFRIGERATOR 2 28 DISPOSAL 29 30 SPACE 21 32 23 34 27 38 2 30 SPD 1f1 29 40 NOTE: SEE LOAD CALCULATION FqR TOTAL BUS AMPS. NOTE: PANEL SHALL BE EQUAL TO SQ'D TYPE DO LOAD CENTER. NOTE: ALL SINGLE POLE 20 AMP 'CIRCUITS SERVING AREAS AS DESCRIBED IN NEC 210.12 SHALL BE PROTECTED WITH A LISTED ARC -FAULT CIRCUIT INTERRUPTER. LOAD CALCULATION: PANEL'A' SERVICE: 120/240 VOLT, 1 PHASE DEMAND LOAD INTERIOR LIGHTING & RECEPTACLES (1077 SF X 3 W/SF) 3231 WATTS EXTERIOR BUILDING LIGHTS/RECEPTACLES 660 STACK WASHER 1500 STACK DRYER 5000 EWH 4500 GARBAGE DISPOSAL 1000 SMALL APPLIANCES (2 X 1500 WATTS) 3000 MICROWAVE/HOOD 1200 RANGE 8000 FULL SIZE REFRIGERATOR/ REEZER 1000 DEHUMIDIFIER 600 i7iy71"►.iyB�3 SUB TOTAL 30691 WATTS 1ST 10 KW @100X 10000 WATTS REMAINING DEMAND LOAD @40X 8276 DUCTLESS HEAT PUMP @100% NA LARGER ❑FlTOTAL CU @100,OR MIAL AHU & HEAT 265% 3120 TOTAL 1 21396 WATTS 21396 WATTS / 240 VOLTSI= 89 AMPS A-17 61E. _ _ WP,GFI ELECTRICAL FLOOR PLAN SCALE: 1 /4" = V-1)" MISSIONARY FLIGHTS COTTAGES LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MFR CATALOG NUMBER VOLTS LAMPS MOUNTING REMARKS F 2' LED VANITY LIGHT TLI DP24-120.6-ZE600-120-**-30K 120 20W LED WALL SEE NOTES 3,4. H 4' LED DOWNLIGHT HALO H457-TAT-E010-EL406-9-30-TL410H UNV 10W LED RECESSED SEE NOTE 1. L OUTDOOR LED SCONCE TLI 49298BKTLED 120 1OW LED WALL M LED UNDERCABINET HALO HU10 **-9-30-P SERIES 120 7W/FT LED SURFACE SEE NOTE 4. N 4' LED VANITY LIGHT TLI DP48-L41.2-ZE600-120-**-30K 120 49W LED WALL SEE NOTES 1,3, Q CARPORT CEILING LED SQUARE LIGMAN UPA-31941-W30 TBD 20W LED WALL SEE NOTE 1. R 2' LENSED LED STRIP METALUX 2SNLED-LD5-16SL-LW-UNV-L830-CD1-U UNV 16W LED WALL SEE NOTE 1, NOTE 1: DIMMABLE WITH 0-10V SIGNAL. TWO LOW VOLTAGE CONTROL WIRES REQUIRED. NOTE 2: MOUNT CENTER OF FIXTURE 66" A.F.F. NOTE 3: FINISH TO BE SELECTED BY ARCHITECT NOTE 4: LENGTHS AND CONFIGURATIONS PER PLANS. CONTRACTOR TO CONFIRM, DIMMABLE WITH LEADING EDGE OR TRAILING EDGE DIMMER. CONFIRM DIMMER COMPATIBILITY. FOR QUESTIONS PERTAINING TO THIS FIXTURE SCHEDULE PLEASE CONTACT TONY PLONNER @ LIGHTING DYNAMICS (561) 718-8917 5 L 210.2 D FAKER IN NIT SHALL 60 IF 1E ALARMS 0610 xe 5v•V-ec J JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 c TEL (561)309-9017 EMAIL: david_jones-conde@bellsouth.net J Q O zY C_ LJJ Z () I— J LL Q z O () U) 2 PROJECT # DATE REV # SHEET # Lo c4 O CV O O (D CV W U) Q C_ O Lo T N Lu I_ 00 cy) U)Ce) d J LLJ LL a Qz� � O Q (D Q LC z0 00 U m O O CD m Q Nq7 cr U 0 z cz u, O � d -O 1 On E+ czu 17-09: 7-12-f COPYRIGHT GENERAL ELECTRICAL NOTES 1.VISIT THE SITE BEFORE SUBMITTING A BID. DETERMINE THE CHARACTERISTICS OF EXISTING FACILITIES WHICH WILL AFFECT PERFORMANCE OF THE WORK, BUT WHICH ARE NOT SHOWN ON THE DRAWINGS OR THE SPECIFICATIONS. 2.ALL MATERIALS SHALL BE UL APPROVED. INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2014 N.E.C. & THE FLORIDA BUILDING CODE, 2017, 6TH EDITION, 2.PROVIDE NEW COMPLETE SERVICE. FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEMS AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 3.ALL CONDUCTORS SHALL BE COPPER. THE MINIMUM SIZE SHALL BE #12 W/THHN INSULATION. ALL EXPOSED, EXTERIOR, OR UNDERGROUND CONDUCTORS SHALL BE IN CONDUIT. INTERIOR CONCEALED CONDUCTORS SHALL BE IN TYPE ENT CONDUIT. 4.PROVIDE A TYPEWRITTEN DIRECTORY FOR EACH NEW PANEL. 5.ALL SWITCHES SHALL BE 6" FROM DOOR JAMB OR CORNER AND 48" AFF. - QUIET TYPE SINGLE POLE. 6.ALL SWITCHES & RECEPTACLES SHALL BE WHITE DECORA SERIES BY LEVITON. 7.ELECTRICAL CONTRACTOR TO GUARANTEE WORKMANSHIP AND MATERIALS FOR ONE YEAR AFTER ACCEPTANCE OF JOB. BLIGHT FIXTURES SHALL BE SUPPLIED WITH ALL MOUNTING HARDWARE, LAMPS AND BE CLEAN BEFORE ACCEPTANCE. 9.CONTRACTOR TO VERIFY ALL MOUNTING HEIGHTS W/OWNER PRIOR TO ROUGH -INS UNLESS NOTED OTHERWISE. 10.ALL CIRCUIT BREAKERS, TWO AND THREE POLE, TO BE COMMON TRIP. NO TIE HANDLES, OR TANDEMS WILL BE ACCEPTED. 11.ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R. ELECTRICAL LEGEND: SURFACE OR PENDANT FLUORESCENT. �Q RECESSED DOWNLIGHT. SURFACE LIGHT i-0-� STRIP FLUORESCENT LIGHT. LIGHT FIXTURE TYPE DESIGNATION. DUPLEX RECEPTACLE. QUAD-PLEX RECEPTACLE. �J JUNCTION BOX. 4" SQUARE UNLESS NOTED. I-OV TV OUTLET FOR COAXIAL CABLE. v TELEPHONE OUTLET. WP WEATHERPROOF GFI GROUND FAULT INTERRUPTER. $3$4 TOGGLE TYPE WALL SWITCH (3 = 3 WAY) $D DIMMER SWITCH TWO POLE RECEPTACLE ® AREA TYPE SMOKE ALARM. © AREA TYPE CARBON MONOXIDE DETECTOR. MOTOR. �I DISCONNECT SWITCH. EE�E CENTER Sl'—EEC_E 200 a'�p bus 40 branch 'A' poles X Full, reutral 120/240 volts 1 phase 3 Alr FLUSH r3ounting 200 amp (nain LIIGS sno-t clrcult i= 10,000 amp-syrn-rns rid & m� re load bkr, I c k t u s c l k t k kr p a load ccr a& wl-�e P a 1/2 #12 LTG & RECEPT-FAMILY/DINING 1 120 1 1 z 2 30 AHU 1/2 #10 3 4 -KITCHEN 5 6 2 20 CU -BATH 1&2 LTC 7 e -BATH 1 GFI 9 10 2 30 DRYER -BATH 2 GFI 11 12 -BED 1 k 13 14 2 30 EWH -BED 2 15 10 1 1 EXTERIOR LTS & RECEPT n 13 2 50 RANGE 3/4" #8 SMALL APPLIANCES 1) e0 1 2' C2 1 '20I WASHER 1/2" #12 DISHWASHER 23 24 ATTIC/DEHUMIDIFIER POWER MICROWAVE HOOD 25 z6 SPACE REFRIGERATOR 27 28 DISPOSAL 29 30 SPACE 21 32 23 34 25 36 27 3e 2 30 SPD 1/2" #10 29 40 NOTE: SEE LOAD CALCULATION FOR TOTAL BUS AMPS. NOTE: PANEL SHALL BE EQUAL TO SQ'D TYPE QO LOAD CENTER. NOTE: ALL SINGLE POLE 20 AMP CIRCUITS SERVING AREAS AS DESCRIBED IN NEC 210.12 SHALL BE PROTECTED WITH A LISTED ARC -FAULT CIRCUIT INTERRUPTER. LOAD CALCULATION: PANEL'A' SERVICE: 120/240 VOLT, 1 PHASE DEMAND LOAD INTERIOR LIGHTING & RECEPTACLES (1077 SF X 3 W/SF) 3231 WATTS EXTERIOR BUILDING LIGHTS/RECEPTACLES 660 STACK WASHER 1500 STACK DRYER 5000 EWH 4500 GARBAGE DISPOSAL 1000 SMALL APPLIANCES (2 X 1500 WATTS) 3000 MICROWAVE/HOOD 1200 RANGE 8000 FULL SIZE REFRIGERATOR/FREEZER 1000 DEHUMIDIFIER 600 DISHWASHER 1000 SUB TOTAL 30691 WATTS 1ST 10 KW @100% 10000 WATTS REMAINING DEMAND LOAD @40% 8276 DUCTLESS HEAT PUMP @100% NA LARGER ❑F1TOTAL CU @100 OR TOTAL & HEAT @65%& HEAT @65% 3120 TOTAL 21396 WATTS 21396 WATTS / 240 VOLTS = 89 AMPS ACCESSIl3LE COTTAGE ELECTRICAL FLOOR PLAN SCALE: 1 /4" =1'-0" MISSIONARY FLIGHTS COTTAGES LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MFR CATALOG NUMBER VOLTS LAMPS MOUNTING REMARKS F Z LED VANITY LIGHT TLI DP24-1_20.6-ZE600-120'*-30K 120 20W LED WALL SEE NOTES 3,4. H 4' LED DOWNLIGHT HALO H457-TAT-E010-EL406-9-30-TL410H UNV 10W LED RECESSED SEE NOTE 1. L OUTDOOR LED SCONCE TLI 49298BKTLED 120 10W LED WALL M LED UNDERCABINET HALO HU10-**-9-30-P SERIES 120 7W/FT LED SURFACE SEE NOTE 4. N 4' LED VANITY LIGHT TLI DP48-1_41.2-ZE600-120-**30K 120 49W LED WALL SEE NOTES 1,3. Q CARPORT CEILING LED SQUARE LIGMAN UPA-31941-W30 TBD 20W LED WALL SEE NOTE 1. R Z LENSED LED STRIP METALUX 2SNLED-LD5-16SL-LW-UNV-L830-CD1-U UNV 16W LED WALL SEE NOTE 1. NOTE 1: DIMMABLE WITH 0-10V SIGNAL. TWO LOW VOLTAGE CONTROL WIRES REQUIRED. NOTE 2: MOUNT CENTER OF FIXTURE 66" A.F.F. NOTE 3: FINISH TO BE SELECTED BY ARCHITECT NOTE 4: LENGTHS AND CONFIGURATIONS PER PLANS. CONTRACTOR TO CONFIRM. DIMMABLE WITH LEADING EDGE OR TRAILING EDGE DIMMER. CONFIRM DIMMER COMPATIBILITY. FOR QUESTIONS PERTAINING TO THIS FIXTURE SCHEDULE PLEASE CONTACT TONY PLONNER @ LIGHTING DYNAMICS (661) 718.8917 5 =L 20.12 D FAKER IN NIT SHALL SO IF 1E A -ARMS aE�1ev 3Ot)e GOM ST • LV CI O J JONES & CONDE, LLC 4440 PGA BOULEVARD (�Jw PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29763 DAVID R JONES, PE #41042 C TEL (561)309-9017 EMAIL: david_jones_conde®bellsouth.net F( O T N � M Ch It N O < U) Z T O r ^U' W Q 0� m Cfl -�- Q 0 Q Ln U 00 L < 000 O O L U Q Z _O z 2 fY L COW Q� �� z M 7 `� cz U) W 06 _ > _ Q C) OC C� = oC Cu J a' -0 i Q) U. Qi z 0� Q LL _cz O Wr^ r V J 5 -"7-1 I PROJECT # 17-093.03 DATE 7-12-2019 REV # a DATE NQp 0 SHEET # COPYRIGHT 2018 i RANELBOARD SCHEDULE 'MDP' (EXISTING) 120/240 VOLTS 1 PHASE 3 WIRE 800 AMP BUS 42 BRANCH POLES X FULL NEUTRAL SURFACE MOUNTING 800 AMP MAIN C.B, SHORT CIRCUIT T- 65,000 AMP--SYM-RMS CONE, & WIRE AMPS LOAD BKR C K T B U S C K T BKR LOAD AMPS COND. & WIRE A B P A P A A B 2 1/2" #1/0 88 COTTAGE 1 2 125 1 1 2 2 175!RV PEDESTAL — 1,2,3 132 2 1/2" #4/0 88 1 1 1 3 4 1 1 132 COTTAGE 2 1 2 1 125 1 5 7 6 e 2 1 175 1 — 4,5,6 132 132 COTTAGE 3 2 125 9 10 2 1125 — 7,8 99 3" #300 1 1 1 11 12 J. 1 199, COTTAGE 4 2 125 13 14 2 125 1 - 9,10 99 1 1 1 15 IG 1 1 99 2 1/2" #4/0 COTTAGE 5 2 125 17 18 2 125 — 11,12 99 1 1 1 19 20 1 1 99 -._., COTTAGE 6 _-........................-----------..-..-_._....----............-... 1 2 1 125 1 21 23 _......--2 22 ..-... 4 - -------- _ SPACE .-............. .................... ......_-_...... ........... __....._ .._.. ---- .......... _ ........ ... ....... _._...._.__.-. 2" #1 541 IGARAGE 2 100 25 26 1 50 1 1 1 27 28 SPACE 29 30 31 32 33 34 35 36 -- - 37 38 - - - - --- — 39 40 1 2 1 30 --........ ,---....__............. _....... .__.___.._ 1 TVSS _ .__....... -... 1/2" #10 41 42 TOTAL AMPS BUS A- >Ic* BUS B= ** CONNECTED KVA= * NOTE: THE NOTED CIRCUIT IS A NEW CIRCUIT IN THIS EXISTING PANEL. ALL OTHER CIRCUITS SHOWN ARE FOR REFERENCE ONLY. * * NOTE: SEE LOAD CALCULATION FOR TOTAL BUSS AMPS. PANEL'MDP'CALCULATION: SERVICE: 120/240 VOLT, 1 PHASE, 3 WIRE COTTAGES (6 TOTAL) 6 X 33811 WATTS PER COTTAGE 202866 X 0, 44 (➢IV PER NEC 220, 84) GARAGE UTILITY BUILDING 810 S. F. X 5 WATTS PER S. F. RV SITES (12 TOTAL) 12 X 13200 WATTS PER SITE 158400 X 0.50 (DIV PER NEC TABLE 551.73(A) TOTAL PANEL ' MDP' LOAD 180941 WATTS / 240V = 754 AMPS Fk MAIN BONDING JUMPER PER NEC 250.28 GIRD - #4 Gu TO (2)' ew RODS 202866 WATTS 158400 WATTS 79200 WATTS NOTE: PROVIDE #4 Cu 15ROMIN6 ELEGTRODE CaVUOTOR TO GROUND RODS, DUIL PINC; STEEL, & GOLD WATER PIPE BONDING BAR LOCATED PER NEC 250.94(3) FOR INTERSYSTEM BONDING BOND TO EQUIPMENT HOUSING PER NEC 408.3 (C) 4 Cu #6 Cu #4 Cu PIPING SYSTEMS BUILDING SYSTEMSPERNECEC250.52(A)(1). 1 1 -GROUNDING CONDUCTOR TO CONCRETE ENCASED ELECTRODE PER NEC 250.52(A)(3). GROUNDING CONDUCTOR TO IF AVAILABLE. MADE GROUNDING ELECTRODE(S) PER NEC 250.52(A)(5) & 250.56. TYPICAL GROUNDING DETAIL NTS EXISTING EXISTING (4)4"C-3 #500 MCM 2-C-3 #3/0 IN EACH EXISTING 16'H X 10"D X LENGTH AS COTTAGES --� WIREWAY.RISER RISER RSER RISER RISER RISER IRED WATER TIGHT 7 N07E 1 NOTE 1 NOTE 1 NOTE 1 NOTE 1 NOTE 1 EXISTING (3)3'C-3 #350 MCM—�_ s _ _- Tn� IN EACH -� F, E "1 ' IIII �i�, EXISTING PANEL PANEL PANEL PANEL PANEL PANEL I EXISTING I LJ�EPA ESTIL I III I \M \ I C.T. METER 'AB' 2= 'AS' 2� 'A4' 2= A3' 2= A2' 2� 'A1' I 2800 H, I EXISTING I III I— SERVICE. 125 125 125 125 125 2125 I 8 IJ I I PANEL j III L - J LOCATED AT I MAIN 3 1 F�J MAIN 21 F� I MAIN 1 1 1 1 1 1 I 2 1/rC-3 j4/0 2 1/rC-3 f4/0 2 1/2b-3 /1/0 T2 1/YC-3 /I/0 2 1/2-C-3 #1/0 2 1/rC-3 /I/b i OF 3 i LJ L OF 3 J LJ� OF 3 I III I w/1s GND w/6 cro W/c ac W/o Gm W/o 1AID •/b ow `---_T� i `_TIII TITI� i i i ExlsnNc 1 1/a•c r--- 2'C-3 /I Yc-3 /1 rc-3 /I 2'C-3 p rc-3 /I YC-3 /I I 3 0 I w/b GND #4 Cu w/8 am #4 Cu WA OND #4 Cu W/o am /4 Cu w%o GND Qj W/O GND EXTEND EXISTING 2 1/2-C TD I Cu/ i I i I'll, 11, I I I I PAD M",D 1 /4 #4 Cu I IIII I I I NEW DISCONNECT LOCATION. _---1_______J Illill IIII I i xFMR TYPICAL. IIII I - - -- -4— fSLZ_'l - I I I I I 1 I 111111 IIII I I IIII L--------- I1------------------------I----------------------------------I--------------J-IIIII I I I I L------------------JIIII F I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J --------------I---------------------------------1---------------------------------------------------------------------------------------------------------------�� UJ_L----------------------J1Llaav%s* p� I L--------------------- ---------------------------------------------------------------------------------------------------------------- ot - - - - - - - - - ------------� ----- - - - - -- ---------------------------------- EXISTING IN)EACH3 #750 MCM RISER NOTES i oo %30% cc IS SURGE GND PER NEC. GND PER NEC. GND PER NEC. GND PER NEC. GND PER NEC. GND PER NEC. 1PR �MOTIIVVEEDDE��EQUAL70 EXISTING GND st' B C( SEE DETAIL. SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL SEE DETAIL ASOD /425-120S-PIOANJ ELECTRICAL SERVICE RISER DIAGRAM SCALE1 NTS J JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 cEMAIL: david-jones-conde@bellsouth.net U LLo T CV CDLu 00 M Ict + � " v CD W�05 d N O Q Z r U CD N U)�rn LLI Q T Q I= cr CO }� Q Ln U 00 i— Q U O m O cD L U J a Z O >Itt Z m ui � qqi- M O � fz U) W � 70 > = a o ` U J d. ai U- z O E � 4— II L Z r O Lo/� c/) G _�-1(10 PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE O Y 0 0 SHEET # FEol kl COPYRIGHT 2018 CAR PORT J '�"��/ / yn ' BATH TH I W f ------------------------W-- --- ---- ---- I yr I I I I I I I I I I W..LMIN6 WATM 6tVIGE 5m CIVIL DRAWIN65. WATER PIPING FLOOR PLAN SCALE: 1/4" = V-0" #2 FAMILY ROOM 0, o 0�' 0 PLUMBING FLOOR PLAN SCALE:1/4" = V-0" vkVj , oof poE c E � cc� sv . 3 eoc J JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 C TEL (561)309-9017 EMAIL: david_jones_conde®bellsouth.net U 'cf) CV W 00 0 M I U) CM co cV o Q U) Z O co U N w Q rn Qi cc CC C4 -�-� Q Q U 00 s- Q U o m 0 as c� U J z O �(o z m_0') ui M 7 Z M c cz iz V) LIU w .0 = Q O LL rr n U J z E Ir Q (z LL O U) U) 5 PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE c d 0 0 SHEET # Row lv6p" COPYRIGHT 2018 0 -,,i wi. amnmme� CAR PORT IY� p ,I. 4• BATH A-7 Lu #2 FAMILY ROOM KITCHEN i i I VV L I 1 ISM i DINING �l I o I U --._ C) 00-0-. W ------------ lTjlfMqjjjI]1111I. _ _.III:I1:1:1 IIIIIIfIlll ------------------------------W--�--- — — — — -- I V� I I I I I i W4MINE' WATER Smvm qm GIVL DRAWN06. ACCESSIBLE COTTAGE WATER PIPING FLOOR PLAN SCALE: 1 /4" =1'-0" CAR PORT Li BEDROOM #1 4„ BATH #2 FAMILY ROOM KITCHEN ING I k' �q I I I I I I I I I 00. I I CONNECT TO SANITARY STIR. FIELD VERIFY EXACT I IIJCATION & INVERT PRIORI To McINNIN6 WORK ACCESSIBLE COTTAGE PLUMBING FLOOR PLAN SCALE: 1 /4" = V-0" I� j JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 ' DAVID R JONES, PE #41042 TEL (561)309-9017 EMAIL: david—jones_conde®bellsouth.net U C N Q� FW-- 00 M It ( Li t� It'� coo u- 0000 N O Q cn Z T U O rn tom-+ Q Q = Q O �- a o m 0 C6 U J a 0 F— > Z It cy) Luqlzt Z M 70 =� cz U) IJ 06 > Q 0LL oc 0 = E a� ?� J C' - i a> U. c z E � i a = U. U) U) 2 PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE 0 SHEET # cco .2 Py COPYRIGHT 2018 PLUMBING NOTES 1.ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2.PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3.ALL MATERIALS SHALL BE NEW. 4.REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 5.PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. &DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING AND EQUIPMENT. TALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. S.VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 9.ABOVE GRADE DOMESTIC WATER PIPE SHALL BE TYPE "L" HARD DRAWN COPPER WITH CAST BRASS OR WROUGHT COPPER FITTINGS & NO LEAD SOLDER. BELOW GRADE DOMESTIC WATER PIPE SHALL BE TYPE Y COPPER. PIPES PASSING THRU THE SLAB, BEAMS, OR BLOCK WALLS SHALL BE PROTECTED FROM CORROSION PER FPC-305.1. PIPES PASSING THRU FOUNDATION WALLS SHALL BE PROTECTED PER FPC-305.5. 10.SOIL, WASTE, & VENT PIPING SHALL BE CAST IRON OR SOLID WALL SCH 40 PVC IF CODE PERMITS. 11.NOT USED. 12.DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. 13.ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. 14.PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 15.ALL CONDENSATE DRAIN PIPING SHALL BE SCH 40 PVC. 16.TEST DOMESTIC WATER TO HYDROSTATIC PRESSURE OF 100 PSI AND REMAIN LEAK FREE FOR 24 HOURS.PROVIDE ALL NECESSARY TEST EQUIPMENT. PERFORM TEST IN PRESENCE OF OWNER'S REPRESENTATIVE. ENTER TEST RESULTS IN GENERAL CONTRACTOR JOB LOG.STERILIZE WATER PIPING WITH SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER MILLION OF CHLORINE AND ALLOW TO REMAIN IN SYSTEM FOR A PERIOD OF EIGHT (24)HOURS. FLUSH SYSTEM AFTER STERILIZATION. ALL COST FOR STERILIZATION AND EQUIPMENT SHALL BE PROVIDED BY THE CONTRACTOR. 17.ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 18. THE DESIGN & INSTALLATION OF THE PLUMBING SYSTEM & ALL APPURTEN- ANCES SHALL COMPLY STRICTLY WITH THE APPLICABLE PROVISIONS OF THE FLORIDA BUILDING PLUMBING CODE, 2017, 6TH EDITION. Project: Missionary Flights Internationa€ FOR QUE,511PONS c ON '.@ IIN � CO PLUMBING FOR COTTA< t5 FI FAyE CiLL ANGLLFl s`Po- t <203 9{1D 1764 REViSLD:5-.10 18CLi_- ,RDOMFIXTURESCHEDULE PLUMBING _ � - _ ..� Rp4M AREA. 1IXTURE MANU�ACTURERLOGAi ION"REMARKS KITCHEN All kitchen faucets are to be decided by Mr & Mrs. Maas. Refer to photos of faucets in silver toned brushed nickel. Note chrome fixtures are half the cost. Moen fixtures PL-1 have a life -time warranty MORGAN BROS. 6 COTTAGE KITCHENS. 6 FAUCETS 896172 SINK, G18165 MOEN 18 GAUGE STAINLESS 5 COTTAGE KITCHEN SINKS. NOT HAITI PL-2 SINGLE D UDMT SINK 301N X 18 IN X 91N - SINGLE BOWL. MORGAN BROS. (ADA) 967995 SINK G18161 MOEN 18 GA UM SS SINK SINGLE D 30X18X6 RDC 31-1/41N X 181N X 61N STAINLESS. SINGLE P-3 BOWL MORGAN BROS. HAITI ADA COTTAGE KITCHEN P-4 SS440 SNAP-TITE STAINLESS STEEL BASKET STRAINER MORGAN BROS. HAITI ADA COTTAGE ONLY -NO GARBAGE DISPOSA 73134H IN SINK-ERATOR BADGER 5 HP DISPOSAL, 1/2 HP P-5 LESS CORD, # WDEV26952-2YR. MORGAN BROS. 5 COTTAGE KITCHENS, NOT HAITI BATHROOMS 5 MASTER BATHRMS: 2 EA. Bathroom Faucets are to be selected by Mr. and Mrs. 5 GUEST BATHRMS: 2 EA. Maas. Refer to photos of faucets in silver toned brushed- ADA MASTER 2; GUEST BATHRM. 1. PL-6 nickel. MORGAN BROS, TOTAL: 23 BATHROOM FAUCETS 909500. 62300 MOEN RGHIN M-PACT POSI 1H TS IPS BK BILK PACK POSI-TEMP R 1/2 IN IPS CONNECTION PL-7 PRESSURE BALANCIN G VALVE. MORGAN BROS, ALL COTTAGE BATHROOM SHOWERS TOTAL: 12 909458. T2131BN MOEN TRIM EVA 1 H TS POSI VLV PL- 8 ONLY BN POSI-TEMP R VALVE TRIM. MORGAN BROS. ALL COTTAGE BATHROOM SHOWERS TOTAL: 12 All shower heads and fixtures are to be decided by Mr. and Mrs. Maas. Refer to photos in silver -toned brushed PL-9 nickel. MORGAN BROS. ALL COTTAGE BATHROOM SHOWERS TOTAL: 12 the Drop ELL will be decided by Mr. and Mrs. Maas. In PL-10 brushed nickel. Refer to photos. MORGAN BROS. ALL COTTAGE BATHROOMS: 12 909404. 2210-0 KOHLER CAXTON UNDERCOUNTER LAVATORY SINK UNDERMOUNT WITH OVERFLOW, 171N PL-11 X 14IN. X 7-1/2 W/CLAMP ADA WHITE. MORGAN BROS. ALL COTTAGE 23 LAVATORY SINKS. 819652. GSE21128 GERBER MAXWELL ELONGATED TOILET BOWL. ERGOHEIGHT. 121N ROUGH -IN ** SE OR PL-12 DUAL FLUSH ** ADA WHITE 12 R 18. 1.6 MORGAN BROS. ALL COTTAGE BATHRMS: TOTAL 12 846931. 0028170 GERBER MAXWELL TOILET TANK. PL-13 1.6/GFT 12IN ROUGH -IN WHITE (30) MORGAN BROS. ALL COTTAGE BATHRMS: TOTAL 12 909890. 4774-0 KOHLER BREVIA ELONGATED TOILET SEAT CLOSED FRONT W/COVER SOLID PLASTIC W/ Q2 PL-14 ADVANTGAGE QUICK RELEASE WHITE. MORGAN BROS. ALL COTTAGE BATHRMS: TOTAL 12 CONNFLT TO SANITARY SEWER STLP. FIELD VERIFY EXACT LOCATION & INVERT PRIOR TO PE&NNINO WORK SANITARY ISOMETRIC DIAGRAM nts / %I IAj`I li i 13/4 i I& I MVI=ORD WHITE AREN066 / % / I/2" AO 6AL TANG W/DLNL H.F1v1ENT, / / i I ' NON-gMI.LTANEOl15 OPERATION. 1W1210V,IPH, h5KW. PROVIDE WITH/ / 2" DEEP DRAIN PAN & DRAM VALVE. EXPANSION TANG#-I/7" �\ \ AV UNfr MAIN \/\ I NULL VA-W- i {"I I/4" WMHM ' I WATER HAMMER ARRESTOR INGGMM6 ISE I ZLAiN #17FaO OR EQUVALENT. WATER % "-L CONFORM TO ASSE W & ~AGTJRM6 LffERATU2E SERVILE I/ i MUST ALLOW MSTALLATION IN / / STI.D WALL WITTi NO A64ESS. �I TYPICAL. r / TO REF WATER ISOMETRIC DIAGRAM nts cove, St. L J JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 C TEL (561)309-9017 EMAIL: TEL U LLO r CV F- 00 ',I - co LI CYD (b V- 00 N O Q Z O r ((i }+ V O N I Q Q) Q Ir CO t+ Q Q LL7 U 00 i Q U O 00 O L U J Z O �� Z cC m F_ O M O 70 > = Q O LL V J - Z ° E n- }, i Q = U_ O Fn �-1►'(T PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE SHEET # FILL C*aPj COPYRIGHT 2018 PLUMBING NOTES 1.ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2.PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3.ALL MATERIALS SHALL BE NEW. 4.REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 5.PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. &DRAW'INGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING AND EQUIPMENT. TALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. &VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 9.ABOVE GRADE DOMESTIC WATER PIPE SHALL BE TYPE "L" HARD DRAWN COPPER WITH CAST BRASS OR WROUGHT COPPER FITTINGS & NO LEAD SOLDER. BELOW GRADE DOMESTIC WATER PIPE SHALL BE TYPE 'K' COPPER. PIPES PASSING THRU THE SLAB, BEAMS, OR BLOCK WALLS SHALL BE PROTECTED FROM CORROSION PER FPC-305.1. PIPES PASSING THRU FOUNDATION WALLS SHALL BE PROTECTED PER FPC-305.5. 10.SOIL, WASTE, & VENT PIPING SHALL BE CAST IRON OR SOLID WALL SCH 40 PVC IF CODE PERMITS. 11.NOT USED. 12.DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. 13.ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. 14.PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 15.ALL CONDENSATE DRAIN PIPING SHALL BE SCH 40 PVC. 16.TEST DOMESTIC WATER TO HYDROSTATIC PRESSURE OF 100 PSI AND REMAIN LEAK FREE FOR 24 HOURS.PROVIDE ALL NECESSARY TEST EQUIPMENT. PERFORM TEST IN PRESENCE OF OWNER'S REPRESENTATIVE. ENTER TEST RESULTS IN GENERAL CONTRACTOR JOB LOG.STERIUZE WATER PIPING WITH SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER MILLION OF CHLORINE AND ALLOW TO REMAIN IN SYSTEM FOR A PERIOD OF EIGHT (24)HOURS. FLUSH SYSTEM AFTER STERILIZATION. ALL COST FOR STERILIZATION AND EQUIPMENT SHALL BE PROVIDED BY THE CONTRACTOR. 17,ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 18. THE DESIGN & INSTALLATION OF THE PLUMBING SYSTEM & ALL APPURTEN- ANCES SHALL COMPLY STRICTLY WITH THE APPLICABLE PROVISIONS OF THE FLORIDA BUILDING PLUMBING CODE, 2017, 6TH EDITION. .�ii�p E! st 131 3 Div i s �tffri ihi"S ° °j i " Ih3y�k i; gig ti17, t, gg , t i TKtITCHEN A ! 1 :.-::M IPACTU � Mi L�Sw ..... ::;.. �.,. : .. :' All kitchen faucets are to be decided by Mr & Mrs. Maas. Refer to photos of faucets in silver toned brushed nickel. Note chrome fixtures are half the cost. Moen fixtures PL-1 have a life -time warranty MORGAN BROS. 6 COTTAGE KITCHENS. 6 FAUCETS 896172 SINK, G18165 MOEN 18 GAUGE STAINLESS 5 COTTAGE KITCHEN SINKS. NOT HAITI PL-2 SINGLE D UDMT SINK 301N X 18 IN X 91N - SINGLE BOWL. MORGAN BROS. (ADA) 967995 SINK G18161 MOEN 18 GA UM SS SINK SINGLE D 30X18X6 RDC 31-1/41N X 181N X 61N STAINLESS. SINGLE P-3 BOWL MORGAN BROS. HAITI ADA COTTAGE KITCHEN P-4 SS440 SNAP-TITE STAINLESS STEEL BASKET STRAINER MORGAN BROS. HAITI ADA COTTAGE ONLY -NO GARBAGE DISPOSA 73134H IN SINK-ERATOR BADGER 5 HP DISPOSAL, 1/2 HP P-5 LESS CORD, # WDEV26952-2YR. MORGAN BROS. 5 COTTAGE KITCHENS. NOT HAITI BATHROOMS 5 MASTER BATHRMS: 2 EA. Bathroom Faucets are to be selected by Mr. and Mrs. 5 GUEST BATHRMS: 2 EA. Maas. Refer to photos of faucets in silver toned brushed- ADA MASTER 2; GUEST BATHRM. 1. PL-6 nickel. MORGAN BROS. TOTAL: 23 BATHROOM FAUCETS 909500. 62300 MOEN RGHIN M-PACT POSI 1H TS IPS BK BILK PACK POSI-TEMP R 1/2 IN IPS CONNECTION PL-7 PRESSURE BALANCIN G VALVE, MORGAN BROS, ALL COTTAGE BATHROOM SHOWERS TOTAL: 12 909458. T2131BN MOEN TRIM EVA 1 H TS POSI VLV PL- 8 ONLY BN POSI-TEMP R VALVE TRIM. MORGAN BROS. ALL COTTAGE BATHROOM SHOWERS TOTAL: 12 All shower heads and fixtures are to be decided by Mr. and Mrs. Maas. Refer to photos in silver -toned brushed PL-9 nickel. MORGAN BROS. ALL COTTAGE BATHROOM SHOWERS TOTAL: 12 the Drop ELL will be decided by Mr. and Mrs. Maas. In PL-10 brushed nickel. Refer to photos. MORGAN BROS. ALL COTTAGE BATHROOMS: 12 909404. 2210-0 KOHLER CAXTON UNDERCOUNTER LAVATORYSINK UNDERMOUNT WITH OVERFLOW. 171N PL-11 X 141N. X 7-112 W/CLAMP ADA WHITE. MORGAN BROS. ALL COTTAGE 23 LAVATORY SINKS, 819652. GSE21128 GERBER MAXWELL ELONGATED TOILET BOWL. ERGOHEIGHT. 121N ROUGH -IN ** SE OR PL-12 DUAL FLUSH ** ADA WHITE 12 R 18. 1.6 MORGAN BROS. ALL COTTAGE BATHRMS: TOTAL 12 846931. 0028170 GERBER MAXW ELL TOILET TANK, PL-13 1.6/GFT 121N ROUGH -IN WHITE (30) MORGAN BRCS. ALL COTTAGE BATHRMS: TOTAL 12 909890. 4774-0 KOHLER BREVIA ELONGATED TOILET SEAT CLOSED FRONT W/COVER SOLID PLASTIC W/ Q2 PL-14 ADVANTGAGE QUICK RELEASE WHITE. MORGAN BROS. ALL COTTAGE BATHRMS: TOTAL 12 CONNECT TO SANITARY SEWER 51"U15. MELD VERIFY EXACT LOCATION & INVERT PRIOR TO 15E6INNINEr WORK. ACCESSIBLE COTTAGE SANITARY ISOMETRIC DIAGRAM nts n i i LAY NON-eIMIL .TME0U5 OPERATION. r /j' I 1'Yk Mo/1AOV,IPhI, aSKw. PROVIDE WIm ,6/%- I/�" k Imo; 2" DEEP DRAM PAN & DRAIN VALVE. k EXPANSION TANG /'/- I/2n¢ t`I/2" /./ I : LAY UNIT MAIN PALL VALVE bldO i fk I^r WATER HANNIIER ARRESTOR. INGGMIN6 ZU2N M25O OR MIVA_ENf. WATER � SHALL OONFORM TO ASSE IOE �I Sg2VIOE / / & MANUFACTURERS LITr RATUiE MUST A10W INSTALLATION M 6W WALL WITH NO ACCESS. TYPICAL. ACCESSIBLE COTTAGE WATER ISOMETRIC DIAGRAM nts j JONES & CONDE, LLC 4440 PGA BOULEVARD PALM BEACH GARDENS, FL 33410 CERTIFICATE OF AUTHORIZATION #29783 DAVID R JONES, PE #41042 TEL (561)309-9017 EMAIL: david-jones_conde®bellsouth.net GC U 7^�1 V/ LID r CV W 00 M Itt CQ Cn C'M �t CCO LLI U_ CO N O Q Z r }� � � O C3) Q� Q cr (fl -}-, Q (3 Q U 00 L- a U O CIO O CD _CU U J Q z _O F_ � z �r LL m (0 M vJ W W 70 ■� Q O U_ OC C.3 = - i z � _ Q (z LI_ O G 7-11-�` PROJECT # 17-093.03 DATE 7-12-2019 REV # DATE 0 SHEET # COPYRIGHT 2018 6is=LIFE SAFETY �A INmbol identities Life Safety Warnings that should be stud and given speelal attention to all persons installing lrussdea SPACING NOTE All trusses ,are to be set T-O" on center except as rooted, MULTIPLEPLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTINGREFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY: I j a 00NT I.&IF7M UseEa WTH S:PtiNS LONQsR TM.Ahk aG' N THE PEAK CC}HSULT OC,41 30' spin or Miss C u sfa'e er f3ar F AW d4giees er I Y+il-dd 1Pti djt3 _ Rd:P€R TO Sam R 10 "Of vnus must or sal Va6t owl u m'nA9 to meant Tana ^msl Ga at shoe lips 0 R uaoi... Tame Is as e+cwar¢k, 5vur fi ae tNmY ryW rwxuil Thai an sesF+�4s, Y+aa &Lma slay Nr9 INN:9i. (Haut wwra. a}eararcr aa+a Satpa arts fir, (Halal F".r%Fie a' flair swi s #R6 mew All lead bearing wails, headers, beams, & lintels must be in place at indicated height before trusses are installed, AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses, are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor, WARNING The size of these trusses makes it necessary that they a set by a proteaslorial builder familiar With and experienced in the problems arid dangers of setting large apart trusses. 171110 builder and erector should consult with an engineer licensed in Florida specializing in wood root trusses about tie sate Section of these trusses. The erigireer should be at the job sere when trusses are erected to provide Supe vision and advice. AT PLATES s TRUSS HANDIER SORJ!OuLE Use,-HLtVB POR 2X4 SUN45 FOR 4X2 EXCEPT AS.SHOWN r„kRFKD C RYWa HN;wm to FASTM-1A4 DR FASTENERFOR Ypt4/¢a , Tau uAMJED rri its • &o RwAW TRuaS f : `REatza rainy In Standard eNgCnaeratg ttaake efforiiineMI miwotiorl 4n IsslaGihp hangers f C .4 14E x 3' I8 40 162" x 3 1** Hft Legend � �f # i AT al % of v LOAM 9141 LOAD fiA 1 RAKED ; BEAM BYBUILMElf 3 3 YAt Ir Its else, SQUARE CUT END 2X4 TOP CHORD WALL HEIGHT 9'-4° END DETAIL, TYPICAL 4-43r i1IIIIIIIIIIIIm m "IIIIIIIIIIIIMMEIM I 12 6 r— Provide flats flit as shown on plans. 4 1-0' -os 1 2 1N Via ..�. . max•. . �y .a,. P., This ceiling should be at 10t-4" it possible. FABRICATION AGREEMENT TRiS$EG C,a"V BE FARM UNTIL THIS As M9,1@fdf IS SIGNED b RETLIR*i e u a �d 0hrnet 4eoo and rasa. t T VRII h sirk8 dcr»rdars� watt M hues I l diagram aatov, which a oe min au�NaaiRy rcn inky sox�aarW 1 '0a of oohs truce{ 2. A9 dtrmsne la% In Nis !I ham brom miilad by IN tmdara gi:aa. 3. Ihtt�e 00tod" Is 004dod by Ofrgird mat W Chambers:Truss eirt tmt (10) days of detvaey doe'. uteradRad teas this no tmck.Pargaa wal be 410N d In Foe anent 19ih w t aA noq� b 4ur ty�t CS xn 4e s Truss, Nall lama mr0a { buxsbaas days in ahldt repro+:, rta2ulrad of to subejuta r Irvie4A ar fib -. niest Ex f 0 reof 4buary ramody mr bs, taradiittea kt Hoods s eisie 8',st. oy4lrlrt $ Tits unr§$rp ad 9e%nwale a§ r�itAaf'BCSo, sdmMd y sttoet Ay TPI b Wick a Qlarvaq is vier) Eris 4 Is IN buWa heemsi*y to raAa m 0 aita au`teNo lire 4atvery Chm(kisId Truss he$ as sale searaty Ia dal oot ins s ktr of the Job or a cow Of IN 4 arse for ry Ch ns , TiAir rs raeyrxts�Ua to rrryl daEvarp+xnly, The hlya. Is s�sa lca I dEtv+ay It ChSrrntigra Trues has, a rc v+sr piss bb ells not axapattd tcf d2lts y cr buyer is nol Prepared $a dativerr of Wean. Bayer it ffiCaass:Wa to C ha't!9at7 Tnsdg rfX aqN dais el acm>ritaarua. 8. P as as enaw un par r� 1 t� avv eo ate W td saga d any are a n 0I s,'nwt. A $6D per hov ae to rav{sicns tier he dteXQmd by Chamb�a Truax 7, Thl, fa a duIRCHASE. dRk"h�St tl0 hRerw Tom a eta aaaa agrees i. rx If :ra aGca a. Mica. twi'r„a will to irtais qa detlwn7 an Palo st�hia Oporto a Hat as , lnrlpoa may N n�ler of mtheduiad Bald :�.. ia4t y !t tklp+ar mane! t l daMngry Or fdbr a d W,aaos, The gnai apYrYa4 to pay C�Ninn Toss l nia�t 7lonang's i tnr in S Cd PeymanC radI fimaly mado-. I -lip % Per mow, asruk0 sit:ba ddad brr avms Hat Paid wttTln at 3 A 51Snsture or by ab anywbostc or this ahead CcanalMAW aer someol to 0. vor hmaie 9 In a 4i5lor-saan Of Charnbtra Truss w actop aatdt fou rids raatarter 00 umtar4nad un0 tgoslly wean aaa ay"orn "N" din a6 pry and it indfOuRldreffe mod W Chambers TOM by Tory riorr isoorlsOna material and the r,dW4Asd agri la to pay quilt trwaabta ctsx hiducdg atmraeys sees t delete s1 paymant for rnaadat W melds by has folpfuni, armorI I ai awn! td ony "arm cotcernlry this Westmont theelam "407 Isroutalur 0r P00'reoWs r�trod to pWIms Woo Zell Ne We %ninon for my soon &-iitm xdl be spent LIr aEa %cunt rlaris. 1 Dodir" laa5aam6allot one par'"' mNfl9 Stand" AMA �ufoumonsnded 5todesinare oa Rued a rolaes For a�".n ItAil o Heise Mein retire� Tfu ANStl AI"TCA 4 - "" 2. %dana uty Is our retire Truss Warfel mauNd: TED )NED A spreader igise may be required par "SCSI" to prevent Injury & damage, a.: , together X. Ware set, fall Or* to !X .F it roof i TOMPOrars' slid permanent fi required f% } ton save life and property ,and is the Tiffsponsiblifty 49*1111 Stuffy a contents of Plaskett setting ® .' i; Tru"OS Must be W a it -edesignpreventfiltifyxd_ Trusses Fandsquare 00 not set launks or stuk of pryowftozf, roofingF r any other concentrated loadsh collapsfa USE PLAN R MT14 TRUSSES TO SET TRUSSES CHAM�BERS' TRUSS INC 1,3P Fort Pierce, Florida 6423 { y'9y 'p yyry�4JV�5"u:J I^.P 4q Fax Pierce F Pierce 7i2465�20 2 Fax IrG,465,8/11 f Vera Beech 772 9402 Stuart 772.2 ;3302 u+4w..mao H ,tt F �V>••h t:l vYV , e W , Wq{ r6."eg*.��'Fpg . ', '` t Yt:i: ` ¢g es n li„ 'i j,i rr I , �.y qq�y�. p� 9 Ehdalb hWL HAMS RS q,FX,M 4 i .t4 , i 4 ,l t }`If , ggt'it. I t N - ,:wt,..l .. :eC.YfiAaIDN FXi.iel .... ..•..., ... ' . 4R COVE $11blf..AaGi107e744..1 DESIGN CRITERIA ..,...,�...-,-. " ...._.F,„„.., , .• �.._ r i s to -soon 3T LUCI Stalk kntl ae art Rana yy P T it coLm sT t.uG ..,.' •; . .alto# Naval Crlt'erho ASrE 410 bt+nd poster Nlathaa M4VFRSPfecilosoal C.0 hybsd W3N ASC G 8-1rS Roaring Material METVV_ toseuicInPsF „+ Top chord RWI F3,01Floor (tve 20 Too chord Dead 26 4,y 1Bottom rychond eµl�we2 G+MCCyA�ll0 U •pt@,rdbrt (� TI Lead d5 T 2 . 4 Llurnnon Paactor it3Dmph : hWltw SPoed 0 ' Top C5 ndsdsd . Sheafhing by Wifder d C,.8 houtithi�^�g by builder lt3gtom; l Buddfng TYpa Enclaaad Building Category' f. tYvn Reatrlbtiver . .. Milos from r)4M Cato nh 5 aQpan Tannish with saaway t obstructiofas Cot?ARE CUT END .. , Cnnitvmg to Plorida Buiidlhg Code 2017 is R L uRestgeWog Dead Load C,O, csu hnuoufr ansolhg 2X4 TOP CHORD WALL HEIGHTVA"SQUARE ., UT END, 25 4 ITC IP'�HORD : 1 niy L SI N GS lTE1 lA shown abe ue +with the END LTETAtl . COFFER � Vt!Ad L hiE10h1T 9' Da 41 buiWing depattmtratl and your engineer, END DETAIL PORCH' 1 Desd n CAeria 4 the IesParisitlilily Of the y Building Designer and/Of Engineer of Record .... 1 ...... .. ry 4-D3 • , ,, Chambers Truss Inc. Drawring Narrie; 7ab2C? SCALE. 11t.r -. 1 r_15 2-o} ^I3t3 3#15 33 total trusses, 10 unlQue.designs -Ot7-piJ t DeSigneir• RLC Reviewed by: RLC Date: 0110Sr Zit n>,.ws..-.•- v FOR DAVIS CONSTRUCTION DESCRIPTION: MISSIONARY FLIGHTS Page i of I CUSTOMER INITIALS EACH PAGE 76520 FILE COPY