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HomeMy WebLinkAboutBuilding PlansSHEET CS-1 COVER SHEET Al FIRST FLOOR PLANS A2 EXTERIOR ELEVATIONS (FRONT + RIGHT) A3 EXTERIOR ELEVATIONS (REAR + LEFT) M1 MECHANICAL PLAN E1 ELECTRICAL PLAN P1 PLUMBING PLAN / RISERS PROJECT INFORMATION JURISDICTION-- ST. LUCIE COUNTY FLORIDA CLASS • : RESIDENTIAL R-3 TYPE OF CONSTRUCTION -- I — NEW CONSTRUCTION FIRE SPRINKLER SYSTEM --NOT REQUIRED FIRE ALARM --NOT REQUIRED BUILDING CODE: 2020 FLORIDA BUILDING CODE-7th edition ASCE 7-16 EXPOSURE: C BUILDING DESIGNED AS ENCLOSED MEAN ROOF HEIGHT. 14.5 FT IMPORTANCE FACTOR: 1.0 BASIC WIND VELOCITY: 170 MPH, 3 SECOND GUSTS ROOF MATERIAL: METAL ROOF PER PRODUCT APPR. ROOF DEAD LOAD: 30 PSF ROOF LIVE LOAD: 25 PSF SOIL BEARING CAPACITY: 2500 PSF ASSUMED REVIEWED FOR SHEAR WALL REQUIREMENTS : YES IMPACT PROTECTION: IMPACT GLASS INTERNAL COEFFIECIENT: 0.18 DESIGN PRESSURES FOR OPENINGS (IN PSF) WITHIN 3FT FROM CORNERS: SEE ELEVATIONS GREATER THAN 3 FT FROM CORNERS: SEE ELEVS. GARAGE DOOR: SEE ELEVATIONS INSULATION: FLOORS: R-13 BATT WALLS CBS: R-4.1 FOIL WALLS WOOD: N/A ROOF: R30 MIN ROOF NAILING PATTERN: 8 D RING SHANK NAILS AT 4" EDGE AND FIELD ROOF SHEATHING: %" EXTERIOR GRADE PLYWOOD W/ RADIANT BARRIER N D E X S1 S2 S3 FOUNDATION PLAN EAM/COLUMN OOF FRAMING PLAN _DETAILS GENERAL CONSTRUCTION NOTES: 1. NI construction shad conform to the Florida building code, and all other applicable governing codes and regulations. 2 Contractor shall verify all dimensions and conditions in the field prior to the bidding of the project. Any discrepancies which may alter the intent of the architectural or engineering documents are to be brought to the Immediate attentlon of the architect in writing, for approval or modification. 3. NI work shall be performed in strict accordance with the best practices of the construction trades in a professional and workmanlike manner. Any work not conforming with these standards may be rejected by the architect and redone by the contractor at no additional expense to the owner. 4. NI materials and labor to hove a one year wcrronty form date of CMVWon. 5. AN wood members in direct contact with concrete and masonry shall be treated With approved preservative. 6. General contractor shall submit to the Architect shop akwings for review and approval of all specialty items such as cabinetry prior to fabrication. 7. General contractor shall submit approved shop drawings, Engineering data, product approvals and any other required information to the Building Department for all new materials they may require this Information for review and approval prior to commencement of construction. & Written Dinenelans take precedence OVER scaled drawings. These drawings are not to be scaled for precise or critical dimensioning. 9. Contractor to use approved survey Va site plan for precise layout of building and other site improvements. I FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS ;SF U-014 & Well # Date: _ _ — Reviewer. 210I - C-2m REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC I � I i ILIM I ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 1677H ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANCED—DESIGN—BUILDING.COM THESE DRAWINGS AND SPEaFlCATIONS ARE INSTRUMENTS OF SEANCE AND ARE THE PROPEM OF ROUND HLL DEVELOPMENT GW NR/ dba ADVANCED DESIGN h RHIDMG THEY ARE NOT W E USED ON ANY OTHER PROJECTS OR EXTENSIONS OF THIS PROJECT EXCEPT BY WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT CROUP. NO DESIGN CHANCES wHIan ALTER THE INTENT OF THESE DRAWINGS OR SPECFMATIONS ARE TO BE MADE WITHOUT OBTAINING WRITTEN PERMISSION FROM ARCHITECT. BoAETTECAY DD JOQR_TOI ARCH01519 rF3 AR0 /Os q CLIENT: SMALL HOUSE PROJECT ADDRESS: COVER SHEET REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT it. SCALE: i INCH CS-1 a *^ AGUNCED JURISDICTION--ST. LUCIE COUNTY, FLORIDA OCCUPANCY CLASS-- RESIDENTIAL R-3 TYPE OF CONSTRUCTION --V FIRE SPRINKLER SYSTEM --NOT REQUIRED FIRE ALARM --NOT REQUIRED BUILDING CODE: 2020 FLORIDA BUILDING CODE 7TH EDITION. NATIONAL ELECTRICAL CODE 2017 ASCE 7-16 EXPOSURE: C BUILDING DESIGNED AS ENCLOSED MEAN ROOF HEIGHT: 19 FT IMPORTANCE FACTOR: 1.0 WIND VELOCITY: VUIt=170 Vasd=132 qh=56.57 psf Kh=.85 Kzt=1.0 Gcpi=.18+/— GCpf=1.0+, 1.4— P=0.6w ROOF MATERIAL: METAL ROOF PER PRODUCT APPROVAL ROOF DEAD LOAD: 30 PSF ROOF LIVE LOAD 25 PSF SOIL BEARING CAPACITY: 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS : YES IMPACT PROTECTION: PER PRODUCT APPROVAL -- WINDOWS AND DOORS IMPACT RATED INTERNAL COEFFIECIENT: 0.18 II CATAGORY RISK : END ZONE WIDTH FOR 30FT L BUILDING: 3 FT COMPONENTS AND CLADDING DESIGN WIND PRESSURES WALL ROOF ZONE Leeward/Windward Leeward Windward TRIBUT.AREA 10sf 1 —36.7 +23.1 ROOF PERINI TER 2 —63.8 +23.1 ROOF CORNER 3 —63.8 +23.1 WALL INFIELD 4 —43.4 +40.1 WALL CORNER 5 —53.6 +40.1 SEE WIND DATA ON SHEET D-1 INSULATION:: WALLS R 4.1 MIN OR WALLS R13 0 6" FRAME EXTERIOR ROOF R 30 MIN ROOF NAILING PATTERN IF REQUIRED 1. 8 D RING SHANK NAILS AT 4" EDGE AND 4" FIELD WALL SHEATHING : 1.J"EXTERIOR GRADE PLYWOOD W/ 8D RING SHANK NAILS 0 4" O.C. AND 6" FIELD WINDOW AND DOOR SCHEDULE NO. NOMINAL SIZE TYPE WIDTH X HT. 1O 3'-0" WIDE X F-0" HIGH MAIN ENTRY DOOR O2 T-0" WIDE X 6 4" HIGH ALUM. SINGLE HUNG O3 6-0" WIDE X 6'8" HIGH SWING DOOR 4 4" 0" WIDE X T-2" HIGH TRANSOM (BATHROOM) O5 6'-0" WIDE X 7'4" HIGH ARCH TOP TWIN WINDOW ALL DOORS AND WINDOWS NOMINAL SIZES LISTED -SEE MASONRY OPENINGS ON SHEET D-2 AND VERIFY WITH OWNER I WINDOW REP. CONTRACTOR TO VERIFY ROUGH OPENING DIMENSIONS FOR DOORS AND WINDOWS ORDER[ PRIOR TO CONSTRUCTION ALL DOORS AND WINDOWS TO BE LOW E GLASS AND IMPACT PER PRODUCT APPROVAL C 30'-8" 7'-8" 7'-8" 7'-8" 7'-8" REAR PORCH 9 FT CEILING 9'-0" 5'-6" 8'-11" -1" O ® O 11'-6" V0" 12'-0" ASLEk�j BATH N BREAKFAST 9 FT 9 FT CLNG CLNG cj_ 0 I MASTER BEDROOM o RAISED BA R 9 FT CLNG C ❑ ❑I DDINQO co rl 2 0 4 i I i\ 0 SINK 5'— 10 I D 10 o KITCHEN_ P 9 FT I ' Q p 9 FT CLNG CLNG I N W i I i i 1 XL---------------- REF I hWh 5'-O"X6'-0" N - - ---------------- RAISED BAR oD CLOSET AHU -O POCKET N 5-4 - DOOR BATH Y-6"XW-D" 9 FT CLN O 7-$ LIVING ROOM 0 9 FT CLNG 0 1 N 5'-4" 2'-0" 0 N CLOSET LINE �o 5'-WX8'-O" o I m m L F 17'-6" I 1V 1 BEDROOM 2 z I 9 FT CLNG 2'-0" 4'-10" 7'-0" 4'-0" GO FRONT PORCH 9 FT CLNG 5 6'-5" 6'-5" 4'-10" 6'-4" 6'-8" 12'-10" 17'-10" 30'-8" - n FIRST FLOOR PLAN SCALE: 1/4 INCH A/O = 1056 SQ. FT FRONT PORCH - 89 SO. FT REAR PORCHES - 276 SO. FT TOTAL SQ. FOOTAGE - 1421 SQ. FEET r, DESIGN 8 BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY S 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561—31 319 967TH TH ST ST NO. MIAMI BEACH, FL, 33162 0 305-454-8000 01 WWW.ADVANCED—DESIGN—BUILDING.COM THESE DRAWINGS AND D ARE CAE PR ARE 1` R OF SERVICE AND ARE THE PROPERTY /l COF ROUND RDUND HILL DEVELOPMENT GROUP, INC./ ABE ADVANCED HILL D E DESIGN A: BUILDING. THEY ARE NOT 10 USED THIS ANY OTHER PROJECTS AGREEMENTS W oP TOU HILL T PROJECT P. ROUND 19u E%CEPT sr NPoDEVE OPNTGRO DEVELOPMENT GROUP. NO DESIGN CHANGES ALTER THE INTENT DRAW SPECIFICATIONS OF THESE DRAWINGS OR SWRITBIARONS ARE TO BE MADE WITHOUT OBTAINING wmTEN PERMI390 FROM ROUND HILL DEVELOPMENT P. M ARCHITECT: BERNARD JONES ���P may` , ARCHIT oz LL'ILID 01, Ms� o : W SEAL' 11 V11. 2 ' 2 DATE: 0 I C4 .0- CLIENT: 0 I SMALL HOUSE PROJECT ADDRESS: I FLOOR PLAN 0 I REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT I SCALE: j INCH REVIEWED FOR CODE COMPLIANCE Ar- I ST. LUCIE COUNTY BOCC 2 CEILING HEIGHT FINISH FIL OOR \—TEXTURED STUCCO FRONT ELEVATION stma 1/4 OWN CEILING HEIGHT 2- I IF7 FINISH FLOOR IJLJUULJULJ RIGHT SIDE ELEVATIJ SCALE: 1/4 INCH I BAND FvV 4" STUCCO BAND TEXTURED STUCCO 12 W 6- 4 'A o N ARCHITECTS GENERAL CONTRACTORc. A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718—DO31 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW.ADVANCED—DESIGN—BUILDING.COM 1i MAWJJ AM SPIEURCAll AM INSYRIAMNIS OF Sill AM AM nW li OF - � --._ u Klc .1. ARCHITECT: BERM of. FLORID 0 -s 701 FIRST FLOOR I V� AiF, AR �021- Sir 0. DA .1 �igTERED W, '�i Ng CLIENT. SMALL HOUSE PROJECT AD SS: 12 14'm kxl k'#Rl 4'1% 'g" METAL q'� ii mg ROOFING EXTERIOR ELEVATION. 2•-atl FIRST FLOOR LVI' L 0. —I REVISIONS: DRAWN JBY� CHECKED BY. PROJECT A SCALE. j INCH 111IRTawt REAR ELEVATION SCALE 1/4 INCH FINISH FLOOR- UUUUULIUUUUUUUUU \—TEXTURED STUCCO LEFT !SIDE ELEVATION SCALE. 1/4 RICH .7-1 Me om 9' 6- FLOOR LVL 0-- V�% 1� G Adr-\ 01-2INF710 FIRST FLOOR 0 NW, MIA, m ARCHITECTS GENERAL : CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH* 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH. FL. 33162 305-454-8000 WWW.ADVANCED-DESIGN-BUILDING.COM THESE ORANfCS AM spmwATIONS AM INSTRUMENTS OF SERVICE AND AM THE PROPERTY OF ROUND HR-L =rlUyGW&/ dbw ADVANCED DESIGN & E M BE USED ON AM DIM PROJECTS OR EXTENSIONS OF THIS PROJECT DUPT 9Y WRITTEN AGREEMENTS WITH ROUND HILL DEVELOPMENT GROUP. C-4 NO DESIGN CHANGES WHICH ALTER THE MMT OF THESE DRANNIOS OR SKCRCAlIONS ARE TO BE MADE 97HOUT DIFTAINING YRT04 PERMMSION FROM ROM HILL DEVELOPM04T GROUP. ARCHITECT. BER�q F4' j6toe OF FLO 0 0 J014�0'% Os�iPTR AR(0015 11A CLIENT: SMALL HOUSE PROJECT R, IS EXTERIOR ELEVATIONS REVISIONS. m ow lw! RRI DRAWN BY. CHECKED BY. PROJECT SCALE: 4 INCH REVIEWED FOR A CODE COMPLIANCE ST. LUCIE COUNTY BOCC STRUCTURAL NOTES: REINFORCED MASONRY WALLS 1. THE DESIGN COMPLIES WITH THE FLORIDA 1. HOLLOW LOAD BEARING MASONRY UNITS BUILDING CODE - 2020 7TH EDITION AND SHALL CONFIRM TO ASTM C-90, TYPE 1, GRADE REFERENCED CODES AND SPECIFIATIONS SHALL BE N. SQUARE END, WITH MIN. AVERAGE THE LATEST AT THE TIME OF PERMITTING. COMPRESSIVE STREGNTH OF F'M = 1500 PSI 2. BASED ON ANSI/ASCE 7-16: 2.. SPECCAL INSPECTOR SERVICES REQUIRED FOR BASIC WIND VELOCITY = 170 MPH ALL REINFORCED MASONRY CONSTRUCTION. THE OCCUPANCY CATEGORY = II SPECIAL INSPECTOR SHALL INSPECT THE PLACING EXPOSURE C OF REBARS IN CELLS , VERIFYING THE CLEANLINESS OF THE CELLS TO BE GROUTED AND 3. ROOF DESIGN LOADS: DEAD LOADS: 25 PSF OBSERVE THE PLACING OF GROUT OR CONCRETE LIVE LOADS: 30 INTO THE CELLS. PSF 3. MORTAR SHALL CONFORM TO ASTM C- 270 , SEE ROOF FRAMING PLAN FOR UPLIFT DESIGN S TYPE M OR S. LDS. 4. LAY ALL MASONRY WITH FULL FACE HEAD 4. FLOOR DESIGN LOADS: DEAD LOADS 25 PSF JOINTS AND WITH FACE SHELL MORTAR BEDDING LIVE LOADS 40 5. USE OF ADMIXTURES ARE NOT PERMITTED PSF 6. VERITCAL REINFORCING: 5. ALL CONCRETE TO BE REGULAR WEIGHT WITH A. ASTM A-615 PER REINFORCING SECTION A DESIGN STREGNTH OF 3000 PSI A 28 DAYS �� B. VERTICAL REINFORCING STEEL WALL BE 3 IN. METAL TOP WITH MAXIMUM SLUMP OF 4 CENTERED ON THE CELL WITH LAP OF 48 BAR RUNNER 6. ALL REINFORCING TO BE NEW BILLET STEEL DIAMETERS. C. VERTICAL REINFORCEMENT IS REQUIRED AT ATTACHED WITH 2 1.25" CONFORMING TO THE LATEST ASTM A-615 GRADE EACH SIDE OF AN OPENING IN WALL, AT DRYWALL SCREWS EACH 60 , FABRICATED IN ACCORDANCE WITH THE CRSI INTERSECTIONS, CORNERS AND ENDS. TRUSS MANUAL OF STANDARD PRACTICE AND PLACED IN REINFORCING SHALL BE AS SPECIFIED OR MIN. ACCORDANCE WITH LAP SPLICE A.C.I. 318-02 NO. 5 BARS 1/2 INCH SEC. 12.2.3. 30.5" MIN. HORIZONTAL REINFORCING: PROVIDE #9 LAYER OF GAGE, LADDER TYPE HORIZONTAL JOINT DRYWALL 7. CONCRETE COVER UNLESS NOTED OTHERWISE REINFORCING EVERY SECOND BLOCK COURSE (1'4" NON WET ON DRAWINGS TO BE: HOOKED IN TO THE BOND BEAM AT NON - SIDE COLUMNS AND BEAMS ( TO THE TIES): 1.5" CONTINOUS END OF REBARS GRADE BEAMS" 3" 18 GAUGE , 31 IN. EXTERIOR SLABS ON GRADE: BOTTOM: 1.5" D. ALL VERTICAL REINFORCING SHALL BE METAL STUDS AT 16 IN. O.C., NON TOP: 2" REQUIRED FOR LIFTS HIGHER THAN 5 FEET, MAX. BEARING, 14 IN. ( #6) ABOVE. LAP 36 BAR DIAMETER OR MIN OF 18 "L"INTERSECTIONS. ANCHOR TO COLUMNS WITH SCREWS AT 8 INCHES 8. COLUMN REINFORCEMENT: DOWELS TO BE 48" LIFT TO BE 8 FT ON H. O.C. EDGE/ \ INCHES , U.N.O. PROVIDE RIGID TEMPLETS FOR MINIMUM 4" EXTENSION INTO COLUMN POURED DOWEL LOCATION. PROVIDE STANDARD HOOOKS AREA 8. PROVIDE " DOBE TAIL ANCHORS AT 16 31 IN. BOTTOM RUNNER AT TOP OF ALL VERTICAL REINFORCEMENT AT INCHES ON CENTER FOR ALL MASONRY PLACED ATTACHED TO EXISTING ADJACENT TO ALREADY IN PLACE COLLINS SLAB WITH TWO 1" INCH NON CONTINUOUS COLUMNS. 9• CELL FILING CONCRETE SHALL BE "PEA DOCK" EMBEDMENT HILTI PINS SAME SIZE AND NUMBER AS VERTICAL REBARS CONCRETE MIX (8" TO 9" SLUMP) OR GROUT WITH AT 16 INCH O.C. (OR 9. BEAM REINFORCEMENT: LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES ( SEE ANY PC= 3,500 PSI MIN. AT 28 DAYS. TWO " (6" TAPCONS BEAM DIAGRAMS) BOTTOM BARS TO BE SPLICED 10. LINTELS: THE CONTRACTOR SHALL PROVIDE WITH 1" EMBEDMENT TO ONLY AT SUPPORTS, TOP BAR SPLICES ONLY AT PRECAST CONCRETE LINTELS PER SCHEDULE SLAB) MID SPANS. ALL TOP BARS HOOKED AT Concrete Slab NONCONTINUOUS EDGES U.N.O. ALL HOOKS TO WOOD TRUSSES BE STANDARD 90 DEGREE HOOKS AT REQUIRED. THE BUILDING CODE REQUIRES THE ENGINEER OF 10. ADDED REINFORCEMENT: PROVIDE RECORD TO INCLUDE WITH ALL RECORD PLANS YPICAL PARTITION WALL AT WET ADDITIONAL CORNER BARS IN FOUNDATION AND COMPLETE TRUSS FRAMING PLANS, INCLUDING 0 ILLS OF BATHROOM THE BEAMS BENT 36 INCHES MINIMUM EACH WAY Al CONNECTIONS AND LOADING DATA, T CERAMIC TILE WALLS TO MINIMUM 6 FT ABOVE FINISH FLOOR OR HIGHER THAN orI IN HEIGHT SHALL BE MADE Cor�CretelSlab UNDER THE DIRECT SUPERVISION OF A LICENCED STRUCTURAL ENGINEER OR ARCHITECT. TYPICAL PARTITION WALL 47CEMENTIOUS FIBERE BACKER BOARD PER R 702.4.2 TILE PORTLAND CEMENT MORTAR [BED SLOPE TO DRAIN PRE ENGINEERED ROOF TRUSSES AT 24 INCHES ON CENTER METAL ROOF PER PRODUCT APPROVAL 2'-0" OVERHANG UNLESS jr EXT. GRADE PLYWOOD W. 8 NOTED OTHERWISE D RING SHANK NAILS AT 4 " CONFIRM LEVEL OR SQUARE CUT O.C. EDGE AND 6" FIELD RETURNS PRIOR TO ORERING CONNECTOR PER TRUSSES ) 2 X 8 FASCIA ALL EXTERIOR CEILINGS AND SOFFITS ARE HI -RIB LATH AND STUCCO c 7/8 INCH HI -ice LATH FASTENED TD TRUSSES OR STRUCTURAL MEMBERS PER AM C1093 WITH BF71T BD COMMON NAWS. STANDARD RooRNG MARS OR 1'3j' BRIDGE STAPLES AT 4"O.C. FRONT REAR PORCH DETAIL SECTION 3/4" SCALE PRE ENGINEERED -� ROOF TRUSSES AT 24 INCHES ON CENTER 2 X4 BRACING AT 40' C.0 WITH 2 -12 D NABS EACH PT. METAL ROOF PER PRODUCT APPROVAL 2'-0" OVERHANG UNLESS EXT. GRADE PLYWOOD W. 8 NOTED OTHERWISE D RING SHANK NAILS AT 4 " CONFIRM LEVEL OR SQUARE CUT O.C. EDGE AND 4" FIELD RETURNS PRIIOR TO ORERING CONNECTOR PER TRUSSES ) 2 X 4 LATERAL BR/ PER TRUSS LAYOUT PT FIRE BLOCKING 5 8" FIRE CODE DRYWALL CLG. 1 X 4 E PT FIRE ' BLOCKING 0 8 ' 0" AFF 1/2 DRYWALL ON PT FURRING STRIPS YOUTH R- 4.1 FOIL INSULATION I 8"X 8" FILLED -CELL W/ VERTICAL REINFORCING PER PLAN 8 " CONCRETE BLOCK WITH VERnCAL REINFORCING PER PLAN CONCRETE SLAB PER FORMED AND POURED MONOLITHICALLY WITH PERIMETER FOOTINGS r 2 X 8 FASCIA OIL 9"-0" A.F.F. or PER BEAM PLAN WIND DESIGN DATA ZONE 4: +48.7 PSF MAX., -50.6 PSF MIN ZONE 5: +49.4 PSF MAX., -54.3 PSF MIN END ZONE WIDTH: 4 FT O/H GARAGE DOORS: +33.6 -38.9 THE ULTIMATE WIND SPEED WAS USED TO DETERMINE THESE COMPONENT AND CLADDING PRESSURES. ALL EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED FROM WIND BORNE DEBRIS AS PER SECTION 1609.1.2 FBC 2020 THE SITE OF THIS BUILDING IS NOT SUBJECT TO TOPOGRAPHICAL WIND EFFECTS AS PER SECTION 1609.1.1.1 OF THE 2020 FBC. 66MP(INFN7 AND CLADDING DESIGN PRESSURES: THE EXTERIOR SHELL OF THIS BUILDINGS ENVELOPE IS DIVIDED INTO 5 DIFFERENT ZONES AS SHOWN IN THIS DIAGRAM: / /iT C (D �® OI � I OO I I I® © I 7/B INCH HI-RB LATH AID STUCCO SOFFIT PATH S CONTINUOUS SOFFIT VENT BOND BEAM : 2 COURSES OF 8" W/ (1) NO. 5 EACH COURSE FINISH (PER BEAM/COLUMN PLAN ) MIN. OVERLAP OF VERTICAL -REINFORCING 48" HORIZONTAL LADDER TYPE REINFORCING EVERY 16" O.C. (TYPICAL) ,1.5" RECESS 1.0 " STEP AT FRONT DOOR ELEV. F.F. PER PLANS �0'-0" A.F.F. 4" I CONC. OR MASONRY ATTACHED TO N/ 1/2" A.B. GALV. STL TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16"x1-1/4" LAG SCREWS 1/4"-20x1/2" CARRIAGE -BOLTS & LOCK NUTS IJAMB DETAIL (OHD) j TYPICAL WALL SECTION 3/4" SCALE 1/2 INCH LAYER OF DRYWALL EACH SIDE FLASHING DETAIL FOR WINDOWS IN MASONRY/ MARBLE SILL OPTIONAL DRYWALL BOARD CONCRETE CONSTRUCTION: 3 INCH CAULKING SOUND ALUMINUM FRAME, SET IN CLEAR SILICONE & _ - ATTENUATION FASTEN W/ .25 INCH 1.) BUCK TO SET IN 1/4 INCH DEEP BED OF SEALANT BEFORE FASTENING TO BLANKET TAPCONS AT 12 O.C. 6" MAX. FROM ENDS CONCRETE/MASONRY STRUCTURE OR R-11 MaITruT �v SILL FLASHING 12.) SEAL WOODEN BUCK BY COVERING IN APPROVED AMMA LIQUID MEMBRAN AT GARAGE -INSIDE FACE AND WRAP AROUND TO SURROUNDING OUTSIDE FACES OF MASOR' 1 X 4 PT BUCK [AND PERIMETER SEALANT CONCRETE ALL FOUR SIDES( JAMBS, SILLS AND HEAD) TUCCO FINISH 13.) ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR POURED SILL (6 "MIN) MANUFACTURERS REQUIREMENTS AMIC TILE NO. 5 BAR ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK W/ 3,/16" TAPCON SCREWS 012 PERIMETER RPAI ANT STUCCO FINISH CONC. OR MASONRY tx4 MIN. P.T. BUCK SET IN SEALANT AND NAILED W 1-1 2" CASE HARDENED COIL NAILS AT 12" 0/C. MAY - DRYWALL BOARD JAMB DETAIL (WINDOW) CBS WALL STUCCO FINISH 2x6 P.T. BUCK SET IN 1/4' SEALANT FASTEN W (2) .25- TAPCONS 0 12 0.( (6 INCHES FROM ENDS) DOOR TRIM DOOR FRAME PER PRO. AP FASTEN TO BUCK W/ 2 �5 x 2" LG. P.H. SMS EWS 0 12" 0/C' DOOR TRIM DOOR TRIM SEALANT (TYP.) ALL INSTALLATIONS PER FMA/AAMA METHODS AND WINDOW /DOOR HEAD/JAMB DETAIL (DOOR) SILL DETAIL (WINDOW) MANUFACTURERS REQUIREMENTS REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ARCHITECTS -I- GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW. AD VANCED-DESIGN-BUILDING. COM THESE DRAWNGS AM SPECIFICATIONS ARE INSTRUMENTS OF SERYW£ AND ARE THE PROPERTY OF ROUND HILL OEVEAPMENT GROUP. MC/ &a ADVANCED DESIGN & SURDMQ THEY ARE NDf TO RE USED ON ANY OTHER PRO,ECTS OR EXTENSIONS OF THIS PRQCC'T EXCEPT BY NRTTEN AGREEMENTS NTH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THEE DRANNGS. OR SPECIFICATKINS_ARE TO BE MADE ARCHITECT: t3LKNAKU JONES APSE of ARCH, C r, _ �ERNARO% e � SEAL: AROQ#5193ilk DATE > CLIENT: SMALL HOUSE PROJECT ADDRESS: DETAILS I[I4►Tt&i14R&1 DRAWN BY: JMG CHECKED BY- BYJ PROJECT III: SCALE: i INCH D-1 SUPPLY AIR DUCT SUPPLY AND RETURN DUCT PLENUMS TO BE MECHANICALLY ATTACHED TO THE AHU PER FBCR-M1601.4.1.6 AND PROPERLY SEAL air handler 6"CLEARANCE ALL AROUND UNIT BOTTOM MOUNTING BRACKET W/ (1)NO. 10 SCREW AT 12"OC /6"EI AIR HANDLING UNIT CONDENSATE DRAIN " PLY. 16 DS EACH END EE CONDENSATE TRAP DETAIL FOR FL SWITCH OR AUXILARY DRAIN PAN PER FMC SEC. 307.2.3 iARGE OF CONDENSATE PER SECTION OF THE FMC AND SECTION 1503.7 OF IDA B CODE MOISTURE RESISTANT (GREEN BOARD) kLL ALL SIDES OF RETURN AIR DUCT RETURN AIR DETAIL AT AHU STAND EXTERIOR A/C UNIT 4 INCH SLAB (MIN) TIE -DOWN A/C CONDENSOR UNIT W/ (6) Y4 DIA. X 1.5" EMBEDMENT TAPCON CONCRETE SCREWS 0 ALL 4 CORNERS AND (6) NO. 10 S.S SHEET METAL SCREWS THRU 18 GUAGE STRAP TO A/C UNIT FRAME OR (2) 3/8" X 4" EMBEDMENT WEDGE ANCHOR TO SLAB AIR CONDITIONING SYSTEM SCHEDULE UNIT. MAKE AIR HANDLER UNIT DATA CAPACITY DATA AIR COOLED CONDENSING UNIT DATA REMARKS NO. MODEL CFM AMPS VA COOLING MODEL LINE SZ SEER VOLTS F.L. AMPS COOLING MBTU'S TOTAL V S L URA I RLA TOTAL SENSIB i CARRIER OR EOU SIZED FX4D DNF0281L 1250 4.3 230/ 1-80 28000 10. 230/ 1-60 CA18NA0 CA16NAO 7/83/8 16 30/1/60 117 21.8 28000 2.5 TON AIR HANDLING UNIT CONDENSATE DRAIN PAN FLOAT SWITCH IN SECONDARY DRAIN LINE TO DISABLE AHU SHOULD SECONDARY DRAINLINE ACCUMULATE WATER. (NOT REQUIRED IF SECONDARY DRAIN PAN IS USED) 12" EXTENSION PIPE WITH THREADED CAP AT END VENT CLEANOUT WITH SLIP -FIT (NOT SCREW) CAP WITH DRILLED HOLE TERMINATE VENT CLEAN OUT AT LEAST 1" ABOVE FLOAT SWITHC TRIPPING HEIGHT �IN SECONDARY DRAIN - 2T PAN. PREMANUFACTURED TRAP AT 3" DEEP WITH CLEANOUTIS CONDENSATE TRAP DETAIL ADVANCED DESIGN & BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 C PH: 561-216-1000 (� CELL 561-718-0831 �1 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW. AD VAN CED-DESIGN-BUI LDI NG. COM THESE OOF SERVICE AND D ARE AE PR ARE INSTRUMENTS OF SERVICE AND ARE ATI PROPERTY OF ROUND HILL DEVELOPMENT GROUP, ING. db" ADVANCED DESIGN & BUILDING. THEY ARE NOT BE USED ON ANY OTHER PROJECTS OR EXTENSORS OF THIS PROJECT ... EXCEPT BY MITTEN AGREEMENTS MITH ROUND HILL DEVELOPMENT GROUP. No DESIGN CHANGES M ICH ALTER THE INTENT\ OF THESE DRAWINGS OR SPECFlCATNMIS ARE N BE LM E MITHOUT OBTAINING MITTEN PERMISSON FROM ROUND HILL DEVELOPMENT GROUP. V` ti, 5 0AT E O �!. SEAL• DRAWN BY: JMG CHECKED BY: BVJ PROJECT I. SCALE: } INCH REVIEWED FOR 1 CODE COMPLIANCE' m ST LUCIE COUNTY BOCC E ' LEGEND EwrnNc WALL MOUNT FIRE SUPPRESSION 0 AT KITCHEN HOOD LING NDANT LAMP(HEA PENDANT ° SWITCH LETTER •NEW EXISTING ADDED FIRE EXISTING SPRINKLER HEAD HEAD ORECESSED MAKE UP AIR LIGHT CEIDNG RETURN AIR GRILLE SURFACE MOUNT 1 % 4 FLUORESCENT ,-i-, �� SUPPLY C II lul4" REGISTER S I[nil II II 2 X 4 CEILING FAN Iil��l�l� FLUORESCENT EXIT SIGN/EMERGENCY LIGHT COMBO ® EXHAUST FAN EXIT SIGN 3 WAY $ SWITCH SWITCH PANEL EMERGENCY LIGHTING A-10\ CIRCUIT NO. GROUND TYPE DUPLEX RECEPTACLE FIRE ALARM PULL STATION 12OV-20AMP INTEGRAL FAULT OGFI INTERRUPT PROTECTION GO COMBINATION /VISIBLE STROBE GROUND TYPE DUPLEX RECEPTACLE120V-20AMP WEATHERPROOF TYPE CD-CANDELAWP 80"-98" AFF RATING/SETTING GROUND TYPE SINGLE GROUND TYPE DUPLEX RECEPTACLE RECEPTACLE 120V-20AMP +18"AFF UNLESS NOTED - 20 AMP MOUNTED IN CEILING OTHERWISE GROUND TYPE DUPLEX +18"AF OUTLET 120V-20AMP +78AFF U.N.O. GROUND TYPE DOUBLE DUPLEX RECEPTACLE 12OV-20AMP MOUNTED _+ IN TWO GANG OUTLET BOX AT 18"AFF UNLESS NOTED OTHERWISE �A 120V SPECIAL PURPOSE OUTLET GROUND TYPE DUPLEX (SUFFIX INDICATES AMPS) ® 12OV-20AMP MOUNT ABOVE COUNTER OR AT HEIGHT NOTED 00C $ 'tT zzov a COMMUNICATIONS OUTLET 3 WIRE 10 0R 4 WRE 30 �A SPECIAL PURPOSE OUTLET (SUFFIX INDICATES AMPS) g SECURITY JUNCTION BOX PPAnl TELLITE SARADIO a TV OUTLET SRA ANTENNA CONDUIT SECURITY KEY PAD THRU WALL SMOKE DETEC p (PHOTOELECTRIC WIRELESS , TELEPHONE WAP ACCESS OUTLET POINT no CM CARBON MONOCIDE EMERGENCY CALL/PUSH BUTTON PUBLIC ADDRESS NTERCOM S SPEAKER (CEILING MOUNT) ° SUFFIX TEGRATED TO SECURITY SYSTEM) INDICATES MICROPHONE OUTLET ❑M (MICROPHONE SYSTEM) D _SUFFIX O PUBLIC ADDRESS/INTERCOM S SPEAKER (WALL MOUNT) ° \ SUFFIX INDICATES INDICATES INPUT+OUTPUT CAM SECURITY CAMERA SECURITY MOTION SENSOR ITI THERMOSTAT POINT OF SERVICE Fo-s-1 70B 10 BASE T WIRING Q SPEAKER WIRE POINT AT CEILING SPEAKER VOLUMN CONTROL ® RESTROOM A/C SUPPLY ® RESTROOM EXHAUST FAN AIR DIFFUSER ELECTRICAL PLAN SCALE 1/4 INCH SPECIFICATION: SQUARE ELECTRICAL MAINS: LUGS MAIN BUS RATING: 200 AMPS LOCATION: LIVING VOLTAGE. 120/240, 1—PH, PANEL " A MOUNTING: FLUSH 3—WIRE ONLY RM MOUNT AMPS POLES TOTAL VA WIRE SIZE DESCRIPTION CKT. NO. CKT. NO. DESCRIPTION WIRE SIZE TOTAL VA POLES AMPS 20 1 1500 12 GENERAL LIGHTING 1 2 SMALL APPLIANCES 12 1,500 1 20 20 1 1500 12 GENERAL LIGHTING 3 4 SMALL APPLIANCE 12 1,500 1 20 60 2 (10,000) 6 AHU HEAT STRIP #1 5 6 RYER 50 60 7 40 2 8 ACU #1 9 HWH PER MANUF. 10 4500 2 25 11 12 50 2 12,000 6 COOKTOP/ OVEN 13 14 LIVI ROOM LI N 50 Y 20 15 16 LIVING ROOM POWER 12 1,500 1 20 25 2 4500 6 WATER PUMP 17 18 SMOKE DETECTORS 12 1,000 1 20 19 20 BATH GF1'S 12 1,500 1 20 20 1 1,500 12 1 WASHER 21 22 EXTERIOR GFI'S 12 1,500 1 20 20 1 1,200 12 1 DISHWASHER 23 24 DINING/BREAKFAST LTG. 12 1500 1 20 20 1 1,000 12 GARBAGE DISPOSAL 25 26 KITCHEN LIGHTING 12 1000 1 20 20 1 1500 12 REFRIGERATOR #1 27 28 BATH LIGHTS 12 2,000 1 20 20 1 1,500 12 MICROWAVE 29 30 BEDROOM POWER 12 1500 1 20 15 1 419 12 FOYER/ENTRY 31 32 SPARE 15 1 1000 12 EXTERIOR GFI 33 34 SPARE 35 36 37 38 40 41 2 SUBTOTAL 31519 TOTAL LOAD(WATTS)= 51019 WATTS 19500 SUBTOTAL DEMAND LOAD CALCULATIONS OTAL GENERATED CALCULATED LOAD: FIRST 10 KW 0100% 10,000 REMAINDER ® 40% : 16407 A/C 10 KW 0100% 10,000 TOTAL: 36,407 CURRENT PER PHASE = TOTAL LOAD (VA) / (240)�= 151.6 AMPS 200 AMP SERVICE * RIFY ALL EQUIPMENT LOAD BREAKER AND WIRE SIZES PRIOR TO I TALLAT11ONS CPANEL A ELECTRIC M.C.B. METER 200 AMP 200 AMP wIvire72l 3 #2/0 IN 2": C. #2 CU IN 1.5" CONDUIT GROUNDING ELECTRODE UFER GROUNDING PER NEC 3 POINT GROUND FIELD I�IATTACHED TO #5 FOOTING STEEL ENCASED IN CONCRETE FOOTING FOR MIN 30 FEET UNDERGROUND COLD WATER PIPE(CU) CONCRETE ENCASSED ELECTRODE ELECTRICAL RISER DIAGRAM NITS NOTES; 1. ALL LIVING, BEDROOM, AND OTHER REQUIRED RECEPTACLES TO BE ARC -FAULT PROTECTED AND TAMPER PROOF PER NEC. ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 (� PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 f"�\ WW AADVANCED-DESIGN-IBUIONS ARE THESE DRAWERS AND D ARE CAE PR ARE INSTRUMENTS DEVELOPMENT DF SERENE AND ARE C./ PROPERTY CF ROUND HILL LDING.TH GAWP. INC./ ABE ADVANCED DESIGN R PROJECT OR ARE NOT TO BE USED ON ANY OTHER PROJECTS aR EXTENSORS OF THIS PROJECT FYCFOT AY WRTIEN AaIEFLENiS W1H RAND HRL �- 7 5E oA CLIENT: ;- SMALL HOUSE ELECTRICAL PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH 3 " VTR SANITARY RISER DIAGRAM 1ST FLOOR FROM (FIELD LOCATE BUILDING PER SEPTIC ) ISOMETRIC KEY NOTES R SOUX CHIEF WATER AMMER ARRESTOR #660 TYPICAL WATER HAMMER ARRESTORS ARE REQUIRED FOR QUICK CLOSING VALVES PER FBC RESIDENTIAL CODE P903.5. 7 4 (TYPICAL) GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 !� PH: 561-216-1000 (�J CELL 561-718-0831 319 ST Q� N0. MIAMI BEACH, FL, 33162 (�`�\' 305-454-8000 WW THESE DNCED—DESIGN—BUIONS ARE THESE ORAMNGS AND D ARE CAE PR ARE INSTRUMENTS OF SERENE AND ARE THE PROPERTY OF ROUND HILL DEVELOPMENT GROUP, NOT flo ADVANCED DESIGN R BUILDING. THEY ARE NOT OF SE USED ON c ANY OTHER PROEC79 OR EXTENSIONS OF THIS Pq AL ..3 EXCEPT BY NRITTEN AGREEMENTS NI7H ROUND PALL OF ARCHITECT: BEFNARu rY JONES''i ' o`'�`s ARC ,ECe ,gym a g SEAL'. �cil rr cD s DATE: CLIENT: SMALL HOUSE PROJECT ADDRESS: PLUMBING RISER DIAGRAMS REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT f. SCALE: } INCH F-1 FOUNDATION SCHEDULE REINFORCING REINFORCING MARK SIZE MARKS MARK �X REMARKS BOTTOM TOP BOTH BOTfdI TOP BOTM WAYS DEPTH X WD 07H x LEGNIH WAYS F-4 16, X IS, CONTINUOUS F-7 CONIINUOUS (2) /5 MONOLITH MONOLITHIC F-2 (2) F-8 CONTINUOUS X CONTIAICUS F-0 OCO16' F_3 CO N7NUOUS (2) MONOLITHIC p_4 1Yxd0' X #5 O 050 YES ISOLATED F-10 30" 6"O.0 6"O.0 8' X e" (1) CON F-5 CONTINUOUS MONODIHHIIC 32'X2,C X 050 #5 O YES ISOLATED F-6 24" 6 ' O.0 5 " O.0 CONCRETE BLOCK COLUMN SCHEDULE MARK ELEV. (A.F.F.) SRE REINFORCING TEs SEE M07M REMARKS NUMBER SIZE SIZE SPACING NUMBER C-1A 16 X 16 4 05 %3 Ir . O.C. 15" COLUMN BLOCK C-iB 12 X 12 4 05 /3 8" . O.C. W COLUMN BLOC( F2 8 X /8 4 05 i3 8• . O.C. CONCRETE - TIE COLUMN C-3 8 X 8 MN 6 #5 j3 e" . O.C. CONCRETE -TIE COLUMN C-3 NOTES. CONTRACTOR TO VERIFY AND USE EXACT ROUGH OPENINGS SIZES REOUNED FOR THE WNDOW AND DOOR MANUFACTURES PRODUCTS USED 9 00 I to 1 30'-8" 7'-8" 7'-8" 7'-8" 7'-8" ■ ■ ■ ■FILLED ■ F-5 F-5 CELL ON ALL PORCH F-5 4" CONCRETE SLAB POURED NTH PORCH DECK 6 MIL VAPOR F-5 BARRIER, CLEAN WELL COMPACTED TERMITE TREATED SOIL 1 1 4'-4" 3'-5" 3'-8" —4" 4'-8" 3'-3" 6'-8" 3'-4"1 4. ■ ■ I 1 1 F-1 I ■ ■ 1 1 1 -&-+0.0" SEE SURVEY FOR FINISH 1 FLOOR ELEVATION 1 ■ ■ 4" THICK CONCRETE SLAB, 3000 PSI 1 FIBERMESH MIX, MONOTLITHIC WITH FOOTINGS PER SCHEDULE ON CLEAN , TERMITE TREATED SOIL, COMPACTED TO MIN 1 2500 PSF, 6 MIL VAPOR BARRIER AND CORNER BARS ■ ■ 1 1 1 1 1 1• ■ 1 1 1 I ■ F-i 1 ■ 1 4" n■ ■ ■ ■ 1 Gj S-10" — " 3' S-4" — 1 (1) NO. 7 AR IN 8" COL .BLOCK F-I FILLED � FlLLED CELL ON ■ 3'-1" 6'-8" ALL30RCH F-1 ■ ■ 3'-1" 4'-10" 6'-4" -- 1 6'-8" ■ 12'-10" 17'-10" 30'-8" FOUNDATION PLAN SCALE: 1/4 INCH m r BUILDING ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 W WW. ADVANCED -DESIGN -BUILDING. COM TNESE DRAWNGS AMD SPEORCAIMS ARE INSTRUMENTS OF SERVICE MD ARE THE PROPERTY OF ROUND HILL OEY XIE GROUP. HC. dba ADVANCED DESIGN & BIIADIN¢ THEY MUE NOT '10 BE USED ON ANY OTHER PROEM OR EXTENSONS OF THIS PRO ECr EXCEPT RY W ITEN AGREEMENTS WTH ROUND HILL DEVELOPMENT GROUP. NO DESIGN CHANGES WHICH ALTER THE INTENT OF THESE DRAW = OR SPECFlCADONS ME TO BE MADE WITHOUT OBTAINING MPoTRN P GG FROM ROUND Hu DEVELOPMENT GROUP. N ARCHITECT. BERNA JOINT I LOR�oq A ECT 'V 3ONF�', ,yam e • 9 �R00,�5�L93 'ry DA CLIENT: SMALL HOUSE PROJECT ADDRESS: FOUNDATION PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT f. SCALE: } INCH REVIEWED FOR S-1 CODE COMPLIANCE ST. LUCIE COUNTY BOCC CASTCRETE LINTEL BEAM SCHEDULE MARK LEGNTH OF LINTEL GRAVITY LOAD UPLIFT LOAD BEAM COMPOSITE REMARKS ALLOWED APPLIED ALLOWED APPLIED 4'-8" 5113 550 7M4 650 6F76-18 E4'-81 4300 550 2D93 850 8F24-18 1609 650 993 700 8F32-/BIT Q9'-r 2632 650. 1634 1350 BF16-11B s'—Io' 1121 650 727 500 8F76-iB Y-6• 2632 650 134 1350 8F16-1B NOTES. LINTEL ASSEMBLIES ARE MIN. DEPTHS AND INCREASE BY 1 NO. 5 BAR FOR EACH INCREASE IN 8- CONCRETE/BLOCK COLUMN SCHEDULE MARK ELEV. (A•F.fJ SIZE REINFORCING TIES SEE NOTES REMARKS NUMBER SIZE SIZE SPACING NUMBER -tA 16 X 18 4 #5 16' COLUMN BLOCK C-1B 12 % 12 4 /5 /3 8' . O.C. 12' COLUMN BLOCK C_2 8 X 16 4 115 i3 8" . O.C. CONCRETE - PC COLUMN C-3 8 X 8 MIN 8 #5 %3 e" . O.C. CONCRETE - TIE COLUMN C74 8 X 8 1 FILLED CELL MASONRY BLOCK NOTES: CONTRACTOR TO VERIFY AND USE EXACT ROUGH OPEPNNGS SIZES REOUNFD FOR I�1L A1nW CONCRETE TIE - BEAM SCHEDULE NAPoC. ELEV. (AF.F.) SIZE5000 W X H REINFORCING HOOPS SEE NOTES REMARKS PSI CONCRETE UP IHRU 2ND FLOOR POUR DECK PSI BEAMS AND COLUMNS ABOVE 2ND FL BOTTOM MIDDLE ME TOP SIZE SPACING NUMBER 8-1 12 X 20 3 - %5 3 - #5 3 - 05 /4 6' QQ B-1A 8 % 12 3 - #5 3 - 05 /3 • 8' x 12" W/ 3 -/5 TOP h BOT h r3 STIRUPS 4', 8'. 16' h 3Y' O.C. FROM EACH END. e 2 12 X 16 2 - /5 2 - #5 2- #5 /4 18' ac GRADE BEAM / FRONT PORCH BEAM B-3 16 X 24 3 - 06 3 - 06 3 - /6 /4 8" D.C. B-4 12X30 2-/5 2- #5 2-#5 /4 6"QC. B-4A 12 X 36 2 - I5 2 - #5 2 - 05 #4 6" O.Q O8-5 8 % 12 - /5 2 - - /4 8' QC. SEE DETAIL A ON SHEET D-1 FOR SLAB AM/MONOUTHIC BALCONY SLAB 0-5 8X20 1 -/6 2-05 2- 11111 /4 6'QC. B-58 8 X 20 8X16 Z - /5 2-05 2 - #5 2-/5 2- 2-#5 /4 /4 8' O.C. BO.C. FLOOR BEAM COLUMN PLAN FOR INTEGRAL BEAM VVITH STEP B-6 B-7 8X24' 2-#5 2-/5 2-MI5 p4 6'O.Q B7 8 % 16" 3 - 05 2 - 05 2- 05 /4 8" O.C. 8' x 18" W/ 3 -PS TOP a SOT k /3 STIRUPS C. 9% 16" h 32' QC. FROM EACH END. B-8 8X18 2-#5 2-/5 2-#5 f4 80.Q B-9 12 X 12 2 - #6 2 - #8 2- 05 /4 6" QC. R-BA 2 - MI6 2 _ #6 2- #6 +4 6" O.Q B_7 2-#5 /4 e. O.c 3n'-R" 7'-8" 7'-8" 7'-8- (1) NO. 7 BAR N ■ ALL PORC ■ ■ ■ — �COLUM 0" �(1) —❑ 91-0" ■ AFF NO. 7 BAR IN FILLED CELL ON AF ALL PORCH COLUMNS TYP. I� I DI I 9'-7" 5'-6" 8'-11" 6'-8" i ILI ■ a , ■ �F 9'-0 ■ TOP COURSE AF ■ (2) COURSES OF ■ BOND BEAM W/ 1 TOP COURSE NO. 5 BAR EACH (2) COURSES OF BOND BEAM W/ 1 NO. 5 BAR EACH ■ ■ ❑ -&-+0.0" SEE SURVEY FOR FINISH ■ ■ FLOOR ELEVATION ■ .a o TOP COURSE (2) COURSES OF 91_0„R _0" A ■ ./Ikg� 1117AFF BOND BEAM W/ 1 NO. 5 BAR EACH W/ INTERMEDIATE TOP COURSE ■ TOP COURSE BOND BEAM AT (2) COURSES OF (2) COURSES OF 9-4" AFF OF 2 C'S BOND BEAM W/ 1 BOND BEAM W/ 1 OF N05'S EA. FOR NO. 5 BAR EACH a ■ NO. 5 BAR EACH LEDGER 9'-0" ■ FF ■ ■ ■ ■ ■ ■ ■ 4'-10" 7'-0" 4'-0" (1) NO. 7 BAR IN FILLED CELL ON ALL PORCH 6 ❑ 9'-0" _ COLUMNS TYP_ AF F ■ ■ ■ 6'-5" 6'-5" ■ 4'-10" 6'-4" 6'-8" 12'-10" 17'-10" 30'-8" BEAM/COLUMN PLAN SCALE: 1/4 INCH DESIGN BUILDING ARCHITECTS GENERAL CONTRACTORS A RWND HILL DEVELOPMENT GRWP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1 WO CELL 561-718-0831 319 167TH ST NO.. MIAMI BEACH. FL, 33162 305-454-6000 WWW. ADVANCED -DESIGN -BUILDING. COM THESE DRAWINGS AND SPOMFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF ROUO HILL OE1ElOPMBIT GROUP. NC./ m• ADVANCED DESIGN & BURONG THEY AAE NOT TD EE USED ON ANY OTHER PROJECTS OR EXTENSIONS OF TMS PRO.ECT DICFPT BY W RIN AOEOIENTS WITH ROUND HILL OEVOJOPIENT GROUP. NO DESIGN CHANCES Wq1 ALTER THE INTENT OF THESE DRAWNGS OR SPECRCATIOHS ARE TO SE MADE 07HO T OBTNMNC MTRN POUSSION FROM ROUND HLL DEVELOPMENT GROUP. lot N ARCHITECT: BERNARD, ,`, JONES",Y" '; ¢ ARCM TEq.`� . v SEAL- "A DATE CLIENT: " o SMALL HOUSE PROJECT ADDRESS: BEAM — _I o COLUMN io PAN REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC REVISIONS: DRAWN BY. JMG CHECKED BY: BVJ PROJECT #: SCALE: } INCH S-2 TRUSS CONNECTO SCHEDUL LD. MANUF. TYPE BEARING CONNECTOR UPLIFT CONNECTOR LATERAL F1 CONNECTOR LATERAL F2 FASTENERS TO TRUSS FASTENERS TO STRUCTURE Sl CUSTOM 4" ALUM. COL ALUM 1905 585 525 SEE COLUMN DETAIL ON SHEET D-1 S2 SIMPSON H-10A WOOD 855 590 525 (9) 10 D X 1.5 (9) 10 D X 1.5 S3 SIMPSON HETA 16 CONCRETE 1810 415 1100 (14) 1ODS X 1.5 EMBEDDED S4 SIMPSON ACR4 WOOD 1070 715 715 8-16DS 6-16DS S5 SIMPSON UPB44T WOOD 1000 — _ I BOLT SET IN 3• 6-16DS S6 SIMPSON HGT-2 CONCRETE 10530 700 410 (16) 10 D (2) 3/4"X 12" THRU—B W/ 2" WASHERS S7 SIMPSON MGT CONDRETE 3965 - - (22) 10 DS (1) 5/8" X 6" EMB. BOLT S8 SIMPSON MSTA 18 WOOD 1115 — 2000 (12)10D X 1.5 (12)10D X 1.5 S9 SIMPSON HU28-2 CONCRETE 1085 _ 18 10 DS ATRJ"X8) S70 IM HU28 WOOD 670 (6) 16DS (14) 16 DS 11SIMPSON HGT-2 2 PLY WOOD 10980 - - (16) 10 D (2) TITENS .75" X 5" 3.56/9.25 CONCRE 2715 - - SDS 1/4 X 2.5 (22) 16 DS 13 1505 (10) 16DS (22) 16 DS S14 SIMPSON DETAL 20 CONCRETE1.5 2480 2000 .10 DS X 5 EMBEDDED S15 SIMPSON HU28-2 CONCRETE 1085 _ - 6 10 DS 14 DIA.X 1.25" TAPCONS S16 SIMPSON 2 CONNECTORS HETA 16 CONCRETE 2035 1215 1520 (10) 1 ODS X 1.5 EMBEDDED S17 SIMPSON MTS12 WOOD 1000 - - (7)10D X 1.5 (7)10D X 1.5 S18 SIMPSON 2 CONNECTORS HETA 16 CONCRETE 2500 1215 1520 (12) 16DS5 EMBEDDED S19 SIMPSON VGT WOOD 8890 — — (32).25" X 3" (1)j� BOLTS S20 SIMPSON HDU4—SDS2.5 WOOD 4565 1215 1520 (10) .25 SDS X 2.5 (1)j" BOLTS S21 SIMPSON HDU5—SDS2.5 CONC, 5645 1215 1520 (14) 10 SIDS X 2.5 (,) " BOLTS U. 1000 F1 — 350 NOTES: 1.) CONTRACTOR TO VERIFY USE OF COMPATIBLE HARDWARE WITH PRESSURE TREATED WOOD USED IN CONTACT WITH 2.) CONTRACTOR TO VERIFY SIZES OF ALL CONNECTORS FOR PERFECT FIT 3) CONTRACTOR TO SUBMIT TRUSS ENGINEERING TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING TRUSSES OR CONNECTORS. ATTIC VENTILAMON CALCULATIONS TOTAL ATTIC AREA = 1421 SO. FT ho X 3665 = 9.47 SO. FT 3" SOFFIT VENT CONTINUOUS =15 SQ. IN. / FT. ( .104 SQ. FT PER FOOT) 9.47 / .104 = 91 LINEAR FT REQUIRED OF 3" VENT U. F1 F7 !av:•1 U-2055 F7 -300 F2 —300 Ua2M FT -300 F9 =300 ■ IN: a2055 FT =0 S7 J 2055 -300 S7 ■ ■ 9'-0" CLNG HGT ■ ■ ■ ■ ■ —2055 —300 U-2055 Ft —30D F2 -300 7 S7 ■ 1 )rm-T. ■ Ua 055 FT =30D F2 a300 rF1 2 S3 FT = � U= ADD =300 -300 1 F13W F2 a � 1 , ! z 1 F2 —300 JJ/ �/ Ua 600 " -300 F2 =300 ROOF FRAMING PLAN SCALE: 1/4 INCH U. Boo FI -300 F2 -300 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ARCHITECTS GENERAL CONTRACTORS A ROUND HILL DEVELOPMENT GROUP COMPANY 17968 115 TH AVE. NORTH JUPITER, FLORIDA 33478 PH: 561-216-1000 CELL 561-718-0831 319 167TH ST NO. MIAMI BEACH, FL, 33162 305-454-8000 WWW. ADVANCED —DESIGN —BUILDING. COM THESE DRAWINGS AND SKCIFWA11M ARE INSTRUMENTS OF SERVICE AM ARE THE PROPERTY OF ROUND FULL OETEIGPMENT GROUP. RT4:./ d a ADVANCED DESIGN A: i ➢INV, TTEY ARE NOT m BE USED ON ARY OTHER PRQECIS OR EXTENSIONS OF THIS PROJECT ExcEvr BY DEVELOPMENT GROUP. ROUND Im1 11UNGE WHICH GROUP. NO DESIGN CHANCES ECR C ALTO THE TO OF THESE D T OffrA OR WRITR ATM PERMISSION AAE m BE MADE WNHWT aBM LLc EYELOP Nr GROW. FROM RaurO IREL DETELOPEENr GROUP. ARCHITECT: ARC I �NJo'l J seu: AR0015'D3 DATE: , �� •<• CLIENT: SMALL HOUSE PROJECT ADDRESS: ROOF FRAMING PLAN REVISIONS: DRAWN BY: JMG CHECKED BY: BVJ PROJECT A SCALE: } INCH S-3