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HomeMy WebLinkAboutBUILDING PLANABBREVIATIONS FLOOR PLAN NOTES AB ANCHOR BOLT LAv LAVATORY ABV ABOVE LG. LONG 1. NATURAL VENTILATION: AFF ABOVE FINISHED FLOOR LIN, LINEN AFI ARC FAULT INTERRUPT LGT LIGHT I CERTIFY THAT THIS HOME IS DESIGNED TO COMPLY WITH THE NATURAL VENTILATION ALUM ALUMINUM L.T. LAUNDRY TUB REQUIREMENTS OF SECTION 402 OF THE FLORIDA BUILDING CODE 2014, MECHANICAL AHU AIR HANDLER UNIT MAX. MAXIMUM BF. BI FOLD M.G. MEDICINE CABINET 2. SAFETY GLAZING B.P. BI PASS MECH MECHANICAL BLOCK M.RH. MEAN ROOF HEIGHT ALL GLAZING IN SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND TUB BLK 5LKFST BREAKFAST MTL METAL ENCLOSURES, TO BE SAFETY GLAZED AS PER 2014 F.B.C. R308A. ALL GLAZING IN ANY HAZARDOUS LOCATION OF A BUILDING WITH SILL LESS THAN 60" AFF. SHALL BLK'G BLOCKING MFR. MANUFACTURER BE SAFETY GLAZED AS PER 2014 F.B.C. R308.4 (2) ALL GLAZING WITHIN 24" OF AND BM BEAM MICRO. MICROWAVE PARALLEL TO A DOOR SHALL BE TEMPERED BRG. BEARING MIN, MINIMUM BOT. BOTTOM MIR MIRROR 3• FIRE BLOCKING CAB CABINET M.O. MASONRY OPENING PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES. CER CERAMIC MONO. MONOLITHIC CJ CONTROL JOINT MTL METAL 4. SHUTTERS CL CENTER LINE OBSC OBSCURE GLG. CEILING STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE PROVIDED O.H.D. OVER HEAD DOOR AT ALL OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT CLO CLOSET OC ON CENTER DOORS AND WINDOWS. CLR CLEAR Opp OPPOSITE CMU CONCRETE MASONRY UNITS P.L.F. POUNDS PER LINEAR FOOT 5. ROUGH OPENINGS COL. COLUMN P.5F. POUNDS PER SQUARE FOOT CONC. CONCRETE VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S P.S.I. POUNDS PER SQUARE INCH PRODUCT SPECIFICATIONS. CONN CONNECTION P.T. PRESSURE TREATED CSMT. CASEMENT PART'N. PARTITION 6. EGRESS WINDOWS CTR CENTER PH PHONE DBL. DOUBLE EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF DF DRINKING FOUNTAIN PKT. POCKET TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" " HIGH, 20 PL PROPERTY LINE WIDE, AND MIN. NET AREA OF 5.1 SF. FOR 2nd FLOOR WINDOWS AND 5.0 Sr. FOR 1st DIA. DIAMETER FLOOR WINDOWS. THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE DISP. DISPOSAL PL PFLOOR, LATCH AT 54" AFF.. MAX_ DP DESIGN PRESSURE PNL PAANELNEL DR DOOR R RADIUS 1. INT 10 NON -BEARING WALLS REF REFIGERATOR DW DI5H WASHER REINF REINFORCE, REINFORCED 25ga., 3" STL. STUDS ® 24" O.C. 06" O.C. S AREAS RECEIVING TILE) W/ 1/2" GYPSUM EA EACH REQ REQUIRED BOARD ON BOTH SIDES. (TYPICAL) E.E. EACH END R1 ROOM EJ EXPANSION JOINT S. BATHTUB AND SHOWER SPACES RO. ROUGH OPENING ELEC, ELECTRICAL S.G. SOLID CORE BATHTUB i SHOWER FLOORS 4 WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER ELEV. ELEVATION 5CHED SCHEDULE HEADS 4 IN SHOWER COMPARTMENTS 5144'.L BE FINISHED WITH AN IMPERVIOUS, EMER EMERGENCY SGA. SLIDING GLASS POOR NON -CORROSIVE, NON -ABSORBENT 4 WATERPROOF MATERIAL. MOISTURE RESISTANT ENCL ENCLOSURE BACKING BOARD REQUIRED UNDER IMPERVIOUS WALL AREAS IN BATH TUB a SF SQUARE FOOT SHOWER SPACES. SUCH WALL 5URFACH3 6HALL EXTEND NOT LE55 THAN 6'-0" EQ EQUAL SH SINGLE HUNG ABOVE THE ROOM FLOOR LEVEL 4 Noi LESIi THAN 10" ABOVE THE COMPARTMENT E.S. EACH SIDE SH SHELF FLOOR AT THE DRAIN. ESP ELECTO STATIC PAINT SHWR SHOWERR n EW EACH WAY SPEC SPECIFICATION g• GARAGE SEPAF.ATION FROM DWELLING UiT EXT, EXTERIOR SMS SHEET METAL SCREWS GARAGE SHALL BE SEPARATED FROM T!;E DWELLING UNIT AND IT'S ATTIC AREA BY EXT'G EXISTING SQ SQUARE MEANS OF A MINIMUM I/2" GYPSUM 304' + APrLI p TO THE GARAGE SIDE EXP EXPANSION 55 STAINLESS STEEL , ,, _ , F.B.G. FLORIDA BUILDING CODE 55 STAINLES 10, GARAGE CEILING BENEATH HAB!T;T%_E ROOMS FDN FOUNDATION STD STANDARD FIN. FL. FINISH FLOOR 5/8" TYPE "X" GYPSUM BOARD FOR GARAGE CEILINGS BENEATH HABITABLE ROOMS FLUOR FLUORESCENT STL. STEEL SHALL BE FASTENED AT MAX. 6" O.C. W/ MIN. 1'%" 6d COATED NAILS OR EQUIVALENT FO FLOOR OUTLET 5W SWITCH DRYWALL SCREWS. 5YM SYMMETRICAL F.R. FIRE RATED II. GARAGE-DUCT5 FR DR. FRENCH DOOR TEMP. TEMPERED FRAM'G FRAMING T.B. THROUGH BOLT DUCTS IN THE GARAGE 4 DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING FT FOOT OR FEET T.BM TIE BEAM THE DWELLING UNIT FROM THE GARAGE SHALL BE MIN..019" SHEET METAL d SHALL TNK THICK HAVE NO OPENINGS INTO THE GARAGE. PURR FURRING G.T. GIRDER TRUSS T d G TONGUE a GROOVE 12. EXTERIOR OPENINGS GA. GAUGE T05 TOP OF BEAM GALV, GALVANIZED T.O.B.B. TOP OF BOND BEAM NO OPENINGS ARE PEWITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED GFI GROUND FAULT INTERRUPT T.O.PL. TOP OF WOOD PLATE FROM ADJACENT BUILDING BY A DISTANCE OF LESS THAN GL. GLASS T.O.T.B. TOP OF TIE BEAM 13, LP YWOOD BACKING GND, GROUND TPH TOILET PAPER HOLDER GYP GYPSUM TYP. TYPICAL PROVIDE 12" HORIZONTAL PLYWOOD BACKING IN KITCHEN W/ TOP 9 35" AFF. t TOP GYP. BD. GYPSUM WALLBOARD UND. UNLESS NOTED OTHERWISE a 8'-0" AFF. t IN BATHROOM VANITY AREAS W/ TOP is 30" AFF. OR AS REQUIRED HB H05E BIBB UL UNDERWRITERS LABORATORIES FOR CABINET ATTACHMENT. HC HOLLOW CORE VERT VERTICAL 14. CaLA55 CLOCK HGT. HEIGHT V.IF. VERIFY IN FIELD ALL GLASS BLOCK ON ZERO LOT LINT SHALL BE ONE HOUR FIRE- RATED HORZ. HORIZONTAL WA. WEDGE ANCHORS HM HOLLOW METAL W/ WITH 15. FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEXES HPS. HOOPS WC WATER CLOSET WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT HR HOUR WD. WOOD GREATER THAN 200 AND A SMOKE DEVELOPED INDEX OF NOT GREATER HVAC HEATING VENTILATION AIR CONK WH WATERHEATER THAN 450 HVHZ HIGH VELOCITY HURRICANE ZONE WM WASHING MACHINE 16. FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEXES ID INSIDE DIMENSION W/O WITHOUT INSULATION MATERIALS SHALL PAVE A INSUL INSULATION WP WATERPROOF AND A SME SPREAD INDEX OF NOT MORE THAN 25 SMOKE DEVELOPED INDEX OF 450 INT. INTERIOR WPH WALL PHONE LAM. LAMINATE WSCT WAINSCOT WT WEIGHT ELECTRICAL SYMBOLS LEGEND 1-WAY SWITCH HANGING LIGHT FIXTURE d 110V DUPLEX OUTLET 3 3-WAY SWITCH WALL MOUNT LIGHT FIXTURE kjL 110V UNDERCOUNTER OUTLET 4 GFI 4-WAY SWITCH RECESSED LIGHT FIXTURE IIOV GFI DUPLEX OUTLE'D CAI DIMMER SWITCH �WP 110V GFI/WP DUPLEX OUTLET EYE BALL RECESSED LIGHT RHEOSTAT SWITCH VP VAPOR PROOF RECESSED SWITCHED IIOV DUPLEX OUTLET 4Tv OUTLET V LIGHT FIXTURE 110V QUADRAPLEX OUTLET PH FLOOD LIGHT PHONE OUTLET 110V SINGLE OUTLET -DEDICATED WPH F---4 FLUORESCENT FIXTURE 1{ = WALL PHONE OUTLET 111 SWITCHED I10V OUTLET H I--1 -1 TRACK LIGHTING DEDICATED DATA LINE 17 230V OUTLET LOW VOLT. PUSH BUTTON 230V HARD WIRE CONNECTION CEILING FAN OUTLET D6 LOW VOLT. DOOR BELL �aJ�\ -� C/ \ J 110V FLOOR OUTLET DODO CHIMES ® EXHAUST FAN 110V GARAGE OPENER OUTLET ELECTRIC METER EXHAUST FAN W/ LIGHT SD O IIOV SMOKE DETECTOR ELECTRIC PANEL GARAGE DOOR OPENER SD/CMD 110V SMOKE /CARBON MONIXIDE O DETECTOR COMBO DISCONNECT SWITCH 110V JUNCTION BOX SD IIOV SMOKE DETECTOR WALL CENTRAL VACUUM FQ MOUNT TIME CLOCK © OUTLET LOCATION SD/CMD 110V SMOKE /CARBON MONIXIDE I-Q DETECTOR COMBO WALL MoaIT - IC INTERCOM LOCATION EMERG. LIGHT EXIT LIGHT STRUCTURAL NOTES THIS PLAN COMPLIES WITH THE REQUIREMENTS OF A.C.I. 530-11 / A.S.C.E. 5-II FOR THE DESIGN OF MASONRY STRUCTURES. THIS PLAN IS DESIGNED USING THE WIND LOAD PROVISIONS OF A.S.C.E. 1-10 REINFORCED MASONRY NOTES I. DESIGN OF THE REINFORCED MASONRY IS BASED ON THE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, ACI 530-08, AND THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-08 2. CONCRETE BLOCK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE REQUIREMENTS OF ASTM C 90, Fm = 1900 PSI MIN. BLOCK 15 TO BE HANDLED AND STORED TO PREVENT DAMAGE TO AND CONTAMINATION OF THE UNITS. 3. MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C 210, TYPE M OR S. MORTAR TO BE TESTED IN ACCORDANCE WITH ASTM C 1314 AT THE BEGINNING OF THE PROJECT AND AT EVERY 5000 SP OF WALL AREA. 4. GROUT FOR FILLED CELLS SHALL BE 3000 pal (MIN) AND CONFORM TO THE REQUIREMENTS OF ASTM C 416 WITH A SLUMP OF 8" TO 10". CONCRETE FILLED CELL MIX WITH A f' OF 3000 AND A SLUMP OF UP TO S" MAY BE SUBSTITUTED FOR THE SPECIFIED GROUT. GROUT (OR FILLED CELL MIX) TO BE TESTED EVERY POUR AND AT EVERY 50 YARDS MIN. WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE THE GROUT SHALL BE STOPPED IB" BELOW THE TOP OF THE CONCRETE BLOCK 5. REINFORCING STEEL SHALL COMPLY WITH ASTM A 615, GRADE 60. ALL STEEL TO BE 05'6 UNLESS NOTED OTHERWISE, PLACED IN THE CENTER OF THE CELLS, UNLESS NOTED OTHERWISE. CELLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN VERTICALLY TO MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL CELL, MINIMUM WIDTH OF GROUT SPACE SHALL BE 4". STEEL TO BE LAPPED 46 BAR DIAMETERS MINIMUM AND HOOKED INTO BEAMS 10" MINIMUM. 6. CLEANOUTS SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT FOR INSPECTION. 1. MATERIAL CERTIFICATES SHALL BE SUBMITTED AND APPROVED FOR THE REINFORCING STEEL, MASONRY UNITS, MORTAR AND GROUT MATERIALS. 8. WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWELS MAY BE DRILLED (1/8" DIA. x 8" DEEP MIN.) AND EPDXIED IN PLACE WITH "US ANCHOR ULTRABOND EPDXY" S. SHORING DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON STRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT. THE DESIGN OF THE BRACING OF WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION. CONCRETE NOTES I. ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, MAXIMUM SIZE 3/4". CONCRETE SLUMP 5" MINIMUM TO 6" MAXIMUM. CONCRETE MIX FOR FILLED CELLS a BEAMS TO BE 3,000 P.5.1, PEA ROCK PUMP MIX WITH 6"-l" SLUMP, OR 2,500 P.S.I. MIN, CELL FILL MIX W/ 6" - II" SLUMP. 2,500 P.S.I. FOR SLABS ON GRADE t FOUNDATIONS. 2. MINIMUM CONCRETE COVER FOR REINFORCING BARS: STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) 3" SLABS ( CAST AGAINST SOIL 1 1/2" SLABS (ABOVE GRADE LEVEL) 3/4" BEAMS AND COLUMNS 1 1/2" 3. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL MEETING A.S.T.M. AVE5, GRADE 60, REINFORCING BARS SHALL BE DETAILED, FABRICATED, SUPPORTED IN FORMS AND SPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE " MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE STRUCTURES. (A.C.I. 318-08)". 4. LAP ALL REINFORCING BAR SPLICES 36 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY MATS OF STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE CORNER BARS AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY 05 x 5'-0" (30" EA. WAY) UNLESS OTHERWISE NOTED, EQLIN2ATI0N PLAN NOTES: I. SLAB ON GRADE: 4" THICK 2500 psi CONCRETE SLAB WITH 6"x(6"/0.4 x wl.4 WELDED WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1/3 OF 5LA5 SUPPORTED V-0" ON CENTER MAX. ON 6-MIL. VAPOR BARRIER ON CLEAN 95 q COMPACTED TERMITE TREATED FILL. DESIGN 501L BEARING CAPACITY IS 2500 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2,500 PSF MIN. BY AN ARCHITECT OR A PROPE561CINAL ENGINEER 2. CORNER 5AR5: THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER BARS W/ A MINIMUM LAP SPLICE OF 18" 3. INTER515CEING BLOCK WALLS: AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5" x 5" HOLE BETWEEN WALLS 6 24" O.C. VERTICALLY TO ALLOW CONCRETE TO FILL WTH CELLS FRAMIILCI PLAN NOTES I. THE ROOF FRAMING PLAN SHOWS LOCATION 4 DIRECTION OF ALL ROOF MEMBERS (TRUSSES AND GIRDERS). FOR INDIVIDUAL TRUSSES, SEE LAYOUT d ENGINEERING SHEETS BY TRUSS MANUFACTURER 2. ALL CONCF'EIE BEAMS TO BE A MINIMUM OF 8" x 12" WITH (2) 05 BARS TOP d (2) S BARS 601'101"1 UNLESS OTHERWISE NOTED ON PLANS. 3. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM STEEL 18" INTO POURED BEAMS. 4. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO 1" SMALLER OR 2" LARGER WITHOUT ANY CHANGE OF REQUIRED STEEL. 5. STIRRUPS NOT REQUIRED UNLESS NOTED OTHERWISE. 6, ALL HEADERS t WOOD BEAMS TO BE (2) 2"4" HEM -FIR 02 UNLESS NOTED OTHERWISE ON PLAN 1. 02 N 6.Y.P.11AY BE SUBSTITUTED ANYWHERE HEM -FIR 15 SPECIFIED S. PROVIDE FILLED CELLS s MINIMUM 6" ABOVE t 6" BELOW ALL EXPANSION BOLT LOCATIONS IN G.B.S. WALLS (TYPICAL) 9. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAINS ABOVE. COORDINATE W/ ARCHITECTURAL PLANS 10. PROVIDE !" GYPSUM WALLBOARD DRAFT -STOP TIGHT -FITTED FROM CEILING TO DECK ABOVE IN FLOOR SYSTEM ALLOWING NO INDIVIDUAL AREAS GREATER THAN 1000 SF. ELECD-RICAL PLAN NOTES I. SMOKE pETECTORS SHALL BE INTERCONNECTED 50 THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE 4LL THE ALARMS IN THE INDIVIDUAL UNIT 2. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES 3. CIRCUIT NUMBERS MAY VARY FOR LOAD CALCULATION ONLY. 4. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC 103 4 11021. 5. ALL ELEC"RIC:AL CIRCUITS THAT SUPPLY THE FAMILY RM., DINING RM., LIVING RM., STUDY, HALLWAYS B - OOMS CLOSETS A FOR AND D FOYER SHALL BE ARC -FAULT PROTECTED. 6. ALL 125 V]LT 15 t 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT 46 PER NEC 406.11 1. INTER6YSTIc"1 BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250.94, NFPA 10 2011 S. GARAGE DOOR OPENER TO BE GFI PROTECTED BY A GFI BREAKER 10. IN ALL AREAS SPECIFIED IN 21052 ALL NON LOCKING 125 VOLT 15 a 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT AS PER NFPA 10 2011 40Co.12 11. FBC-R 404.1 LIGHTING EQUIPMENT (MANDATORY). A MINIMUM OF 15% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS. 12. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED FBC-R402AB 13. LUMINARIES IN CLOTHES CLOSETS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE NEC 410.16 (A) AND (5). 14. PROVIDE 'N INTERSYSTEM BONDING TERMINAL AT THE GROUNDING ELECTRODE CONDUCTOR NEC 250.94 PLAN REFERENCE SYMBOLS I S-2 N 0 1 2 3 GRAPHIC SCALE • • � NORTH ARROW SCALE DETAIL REFERENCE GROUT FILL CELL IN CMU. SEE FOUNDATION FOR STL M23 FOOTING MARK GROUT FILL CELL IN CMU. SEE L A2 SECTION REFERENCE . FOUNDATION FOR STL. L2 BOND BEAM MARK OPENING " 16210/LF CONC COLUMN. SEE FOUNDATION DOOR / WINDOW SIZE PLAN FOR STL. 2 345H PAv EXTERIOR OPENING E3 TRUSS/ANCHORAGE CONNECTOR LABEL (EGRESS) -36 .42 PSF REFERENCE 8" CONCRETE MASONRY UNIT WALL SPECIAL NOTES GI COLUMN LABEL DESIGN WIND LOAD CALCULATION NON BEARING FRAME WALL ELEV.= ELEV - _41-A ELEVATION HEIGHT LEDGER LABEL NOTE REFERENCE BEARING FRAME WALL APLAN RE`✓ISION LABEL ,A - BUILDING LOCATION � SOFFIT LINE ABOVE REFERENCE MARK INTERIOR ELEVATION - - - - - LABEL 5 i SOFFIT IN PROFILE GENERAL NOTES I. DO NOT SCALE THESE DRAWINGS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL. ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE WALSH ENGINEERING INC. BACKCHARGES WILL No,r BE ACCEPTED. 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS. 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS. 5. IT IS THE CONTRACTORS SOLE RESPONSIBILITY COORDINATE THE WORK OF ALL TRADES AND DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THI' SAFETY OF THE BUILDING, ITS COMPONENTS AND TRADE BASE DURI!1114 CONSTRUCTION- 6. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION 15 SHOWN. 1. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. TO WALSH ENGINEERING INC. FOR REVIEW AND APPROVAL. S. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. 10. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WALSH ENGINEERING INC., AND SHALL NOT BE USED OR REPRODUCED WITH OUT THi' EXPRESS WRITTEN CONSENT OF WALSH ENGINEERING INC. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. PLUMBING NOTES I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.G. P2105 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2101.1 F.B.G. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTE€' 4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF 10' FROM AN ADJOINING LOT LINE 4 10' ABOVE GRADE PER F.B.0 1`3103.6 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE BUILDING. 6. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH F.B.G. P(6013J 1. W.H. P. t T. VALVE a LINE SHALL COMPLY WITH F.B.C. P504b TABLE P20 03.2 MAXIMUM FLOW RATES AND CONSUMPTIONS FOR PLM1NG FIXTURES, FIXTURE FITTNVGS, AND APPLIANCES PLUMBINCs FIXTURE OR FIXTURE FITTING PLUMBING FIXTURE OR FIXTURE FITTING LAVATORY FAUCET 22 GPM AT 60 PSI SHOWER HEAD' 2.5 GPM AT 80 PSI SINK FAUCET 22 GPM AT 80 PSI WATER CLOSET Lro GPM AT 60 PSI DISHWASHER 65 GALLONS PER CYCLE OR LESS (ENERGY STARAl1ATER SENSE CERTIFIED) WASHING MACHINE WATER FACTOR OF 8 OR LOWER (ENERGY 5TAR/WATER SENSE CERTIFIED)` FOR 61: 1 GALLON PER MINUTE = 3.185 L/M I POUND PER SQUARE INCH = ro.895 kPa a. A HANDHELD SHOWER SPRAY IS ALSO A SHOWER HEAD. b. CONSUMPTION TOLERANCE SHALL BE DETERMINED FROM REFERENCE STANDARDS. c. WATER FACTOR IN GALLONS PER CYCLE PER CUBIC FOOT, 1, SHOWER CONTROL VALVES SHALL COMPLY WITH P21083 FBC-R 2. FIXTURE FLOW RATES SHALL COMPLY TABLE 2SO3.2 FBC-R 3. PROVIDE THERMAL EXPANSION CONTROL AT WATER HEATER TO COMPLY W/ P2903.4 STRUCTURAL DESIGN STATEMENT I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, 4 RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW. DESIGN PARAMETERS ,ASSUMPTIONS CODE EDITION: ❑X 2014 FLORIDA BUILDING CODE ZASCE 1-10 (EXPOSURE CONDITION, INDICATE C ) CONSTRUCTION TYPE: V E3 OCCUPANCY CLASSIFICATION: R-3 BUILDING DESIGNED AS: ❑ PARTIALLY ENCLOSED ® ENCLOSED ❑ OPEN ❑ TESTED (WIND TUNNEL) BUILDING (HEIGHT: Z 5 60ft. ( ASCE 1-10 ) ❑ > 60ft. (MUST USE ASCE 1) MEAN ROOF HEIGHT: 16'-0" MAX. (FOR LOW RISE BLDG. WITH SLOPED ROOFS) RISK FACTOR II (DETERMINED BY BUILDING USE/ OCCUPANCY, REFER TO ASCE '1-I0 TABLE 1.5-1) INTERNAL PRESSURE COEFFICIENT: (ENCLOSED BUILDING) BASIC WIND VELOCITY PRESSURES: APPROPRIATE POSITIVE / NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND CLADDING, AS APPLICABLE: WIND SPEED 11�0 Vint 132 Vaed BASIC VELOCITY PRESSURE 32.4E> PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON CONSTRUCTION PLANS. ROOF TRUSS TOP CHORD LIVE LOAD 20 PSF ROOF TRUSS BOTTOM CHORD LIVE LOAD 10 PSF ROOF TRUSS DEAD LOAD 15 PSF FOR TOP CHORD 10 PSF FOR BOTTOM CHORD ROOF TRUSS DEAD LOAD TO RESIST WIND UPLIFT lm PSF TOTAL SOIL BEARING CAPACITY 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS x❑ YES ❑ NO IMPACT PROTECTION REQUIRED X❑ YES ❑ NO CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA: WEATHERING - NEGLIGIBLE TERMITE - VERY HIGH DRAUJING INDEX GS COVER SHEET I FLOOR PLAN 25 EXTERIOR ELEVATIONS B 3 FOUNDATION PLAN 45 ROOF FRAMING PLAN B 5 SECTIONS AND DETAILS 6 Tl'PIGA_ SECTIONS AND DETAILS -I ELECTRICAL PLAN 6ATDIVISION ST. LUCIE 1�0)y."TBt1L�NCE REVIER'ED FOR CO�IPL REVIEIVEU BY DATE PNjIT IMST BE KEPT ON 708 PLANS AND CTI 0R NO INSPEO` «ILL BEMADE, WTHESE PLANS AND ALL PROPOSED ORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL. APPLICABLE CODES. ALL MANUFACTURES CABLES SHOWING `�o W A L,S`�� U FACTORS AND SHGC COMPLIANCE `�li�' WITH FBC ENERGY CODE MUST -: REMAIN ON ALL DOORS AND WINDOWSLo UNTIL INSPECTIONS ARE APPROVED �P L 0 CON( „_,. ,,�`'� ; �S 510N�,•``�• E4LED FAn «cP:EP3 OR AiTA I I I ARE THE RESAONSISILITY OF THE EN . CONTRACTOR OF RECORD 7111 WRI 7ll:F1lWF_`Y 1p W RI R 0 U O Q U Q W J 1� M N N W Q° W > ��o a 0 U I� ss 1,ON 1144 I , Opp' /■■■ �• , Document Information Project #: 52-2371-R-MW Date: 5/6/2016 Drawn: SQ Checked: SRW She'oi # tip. of Sheets CERAMIC TILE ON 250a. As" 5%. STUDS 1/4" DURAROCK 16" O.C. OVER 1/2" PLYWD. TUB u, > FILL ALL VOIDS UNDER TUB FLOOR W/ EXPANDING FOAM U_ FINISH FLOOR TU8 DECK DETAIL j SCALE: 1" = I'-0" 2,_011 PLATE PLYWOOD BACKING L. STUDS PLATE C481NET SECTION 1 SCALE: 1/2" = V-0" 2x4ITOP 12" SIm 35ie "1 MT 2x4 -v v @ m VARIES (SEE FLOOR PLAN) c INTERIOR ELEVATION SCALE: 1/4" = I'-0" A A cALcULATION& EXTERIOR WINDOW 4 DOOR SCHEDULE OPENING DESIGNATION ELEV. A 4 B WINDOW / DOOR CODE BLOCK CONSTRUCTION MASONRY OPENING IMPACT Y/ N SHUTTERED Y/ N REMARKS WIDTH HEIGHT 1 (2) 3'-0"xV-0" SOLID CORE 18" x 96" Y N HURRICANE EGRESS 2, 3, 4 FIXED GLASS 38" x 24" 5, 13, 14 12 SH n I/S" x 26" N Y 6, 12, 15 25 SH 3l" x 63" N Y EGRESS 1, 16, Il 25 SH 3l" x 63'" N Y 8 (2) 25 SH 14" x 63" N Y TUBE MULLION N Y S.G.D. 96" x 96" N Y 10 26 SH 3i" x 12" N Y it (2) 26 SH 74" x 12 �� N Y TUBE MULLION IS 16'-0"xl'-0" O.H.D. 192" x 84" Y N 19 36 SH 53 1/8" x 12" N Y • FIELD VERIFY ALL MASONRY OPENINGS E ROUGH OPENING DIMENSIONS WITH MANUFACTURES SPECIFICATIONS. • FOR DESIGN PRESSURES, SEE ARCHITECTURAL FLOOR PLAN ADJACENT TO EA. WINDOW 4 DOOR 2'-1 5/8" 6'-2 3/4" 2'-1 5/8" 0 Q (2) 25SH 38.5!353 P SITTING O Q, 52'-0" V-4" l 5/8" 6'-2 3/4" -- -- - - -- - - - — -- -- `� � II (2) 2roSH CONC. PAVERS 38.1 ,+34a P 51 ON SAND I� 265H 39.8!36.6 P COVERED PORC44 20'-2" x V-0" CLG. MMAKFAST _10'-2 3/4"_ 70177777 9 8s�D' 12'-I 3/8" 36.9+33.1 P 2V-0" � v 25 SH m n 403,+31.0 P — — 3'-0 1/2" 1 I � 1 v mAdnER SUITE! WREAt . 10'-0" COFFER CLG. I 61 10'-0" CLG. I Ia' L� —.— — — 25 SN � EC=RES 03,+31.0 P 9 I'-0 1/2" 4'-11" 2'-5 5/8" 12'-10 I/8" J — — — �__ \ 6'-2 5/8" 2'-10 I/8" c0 C� I I 8 2'Sx8'0 z 4'-8 1/4" �.I^. v 5'-6 I/•`„ � 3'-8 5/8" 6'-2 3/4" 7'-, I/8" I L I I I I 4x8'0 2 4x8 0 r q I I i FOYER CLG, 12S4 'rM r — 1.5 +383 PSI I �n ;n 19'-I" 2'-0" , V-1 3/4" 12 EGRES 46.1,,+31.0 P I I BEDROOM � 10'-0" CLG. m 0 \ x C0 N KITCHEN I 2'6x8' 10'-0" CLG. I B z Q I IDBL. SINK. m3 00 O L/ DISP. Q� 010 11�— � II � 11�Dw I 12"xl6" SHAMPOO x NICHE e N PANTRY 1 _ 48" AFF.- 4'-IO 3/4" 4'-2 1/2,1 s REF. — — N II �L 10'-0" CLG. 2'6x8 in 0 — —.— c0 10'-1 l/8" 4'-I 5/5'' 3'-l" N1 RF 1113 0 x t0 N v m B 10'-1 9 IIII - 1 - 0 kogy BEDROOM 03 GLG. 10'-0" CLG. n <t . "X8'0" o I W 1 15 EGRES 25 5H M 12'xl6" SHAMPOO MC r 1116120510 LD DOOR 03+31.0P � NICHE m 48" AFF. rn 3,.6!34.4 P L pp Op ppp pp �---n uldw—mrsO BATS � 3'-0 3/4" p\'i o p p I O ° 12'-0" CLCa. ° O i I D 1 I 11 ` L S 00 00 2'-3• 4'_6 2'-2 l c0 a, ° o — o p = • • p0o O p °1 1g 36 SH _ R-13 INSULATION L/H \ / °O CO,n 39.1 +358P ML X O o O `r 2'Sx8'0x13�a" SOLID GORE DOOR /A/C\ K, — — — — d) W/ 2"x4" RABBETED JAMB AND AUTOMATIC CLOSER 3'-3 1/2" \� GONG. PAVERS ON SAND 3' - 13/4" 4'-3" 5'_O.. 4'_3" 2'-0" 9'-5 5/8" .1 A IXED GLA55 FIXED GLASS IXED GLASS `'h 3'2X2'0' 3 3'2X2'0' 2 3'2X2'0' 13 +383 13 +383 P 13 +383 1 GARAGE in 10'-0" CLG. r I ~t I N I 6� 35.5!323 P I I I I 11 25 SH 16 25 SH FIVZW 4'-11 3/4" 3'-I 3/4" 5'-i" 3'-1 3/4" 4'-II 3/4" 21'_4" 52'-0" FIRST FLOOR FLAN SCALE: /4" = I'-0" 0 U O A Q M N N ER Document Information Project #: 52-2371-R-MW Date: 5/6/2016 Drawn: SQ Checked: SRW Sheet'# of Sheets 12 -I5 2'-011 �I ao -- 12 25 SH I� C2) 265H 10 268H G SS�D Q C2) 25SH P13 X�' X0' 2 3 2DX2 0' I SOL D DOOR 1 36 SH 25 SH 36.1 64.6 P 398 +36 6 36.9,+33.-1 38.5 �353 P 83 13 +383 P 13 +383 31.6,+34.4 P 3s.1 .35.8 P l� 3,+31.0 REAR ELEVATION FRONT ELEVATION SCALE: 1/4" = 1'-0" __-­_E: 1/4" = I'-01 12 �12SN " ;i4'-m ce-- 25SN ^5:�1-i i CRESS 0 6 cU . o z D I I L2 11 I 25 5H / 25 5H G I2SH "X"21 J � 313 LEFT SIDE ELEVATION SCALE: 1/4" = 1'-0" i M I I ME 071 FE-1 M. J6 1G *ED000'R0 35.5,+32.3 P 2' TOP OF BOND BE E ELEV.= 0'-0' FINISH FLOOR LINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - It 25 SH ,� 12SH 13 125H 03,+31.0 P 1.5 ,,+383 P 11.5 +383 RIGHT SIDEE ELEVATION SCALE: 1/4" = I'-C' 1& 25 SN DECORATIVE POLYSTYRENE ' ' \ FOAM OUTLOOKERS W/ 10" WOOD GRAIN FINISH I i 2" 6" 2" a TRIM DETAIL 2A s�:ALE: 1 1/2" V-0" ELEV.- 15'-4" TOP OF 6AND BE4_1$_ ELEv.= I0'-0' TOP OF BOND BEAM r ELEV.-- 0'-0" JISH FLOOR LINE ELEv.= 15'-4"� TOP OF BOND BEAM 0 ELEV.= 10'-0" TOP OF BOND BE* ELEv.= O'-0" FINISI-I FLOOR LINE Y a N T� di m , Co N M Q W L\ 10 w x Cq Cq M m � � a) Cr) U� fTj 11t,� O M � q 9%•, U Qr 1Y UJ r T. �^ ♦##' ASS I ON Fat nformation 52-2371-R-MW 5/6/2016 SQ SRW P BLOCK WALL BEYOND i GARAGE DOOR SLOPE FIRST PAVER 121%" BRICK PAVERS -_ //% SEE FOUNDATION j\\\°\/ PLAN FOR / / / / • •� // // // // // // FOOTING SIZE ` j\\j�\\j 77 \\s \/\ /*71 FOOTING DETAIL GARAGE DOOR OPENING SCALE: 3/4" = 1'-0" GATE VALVE (TYP.) 0 01, SEE FOUNDATION PLAN FOR FOOTING SIZE — // GUR5 DETAIL 0 GARAGE SCALE: 3/4" = I'-0" THERMAL EXPANSION TANK H.W. WATER HEATER WITH BUILT-IN INTERNAL HEAT TRAP —TEMP t RESS. RELIEF VALVE-A.SM.E. DISCHARGE SHALL BE INSTALLED IN A MANNER THAT DOES NOT CAUSE PERSONAL INJURY TO OCCUPANTS N THE IMMEDIATE AREA OR STRUCTURAL DAMAGE TO THE BUILDING VISIBLE AIR GAP ROUTE PIPING TO DRAIN ON GRADE 6" ABOVE GRADE ON EXTERIOR OF BUILDING AIR GAP/ PRESSURE FML IEI= DETAIL N.T.S ""MR NEATER EQUIPM ,!T &:.NEDULE MODEL NUMBER FIRST HOUR RATING GALLONS ENERGY FACTOR GAL. CAP. ELEMENT WATTAGE 240 VAC RECOVERY. eO'F RISE R GAL/HOUR VALUE DIMENSIONS IN INCHES APPROXIMATE SHIPPING WEIGHT (LBS.) TOTAL HEIGHT DIAMETER HEIGHT TO TBf= RELIEF VALVE STANDARD MAXIMUM ECT-52 62 .91 50 4500 6000 21 16 54 20 1/2 41 1/2 125 FOUNDATION LEGEND 12" WIDE x 16" DEEP POURED CONCRETE FI FOOTING W/ (2) 5's BOTTOM 8" WIDE x 12" DEEP POURED CONCRETE F2 FOOTING W/ (2) 5's BOTTOM 8" WIDE x 10" DEEP F3 THICKENED EDGE 16" WIDE x 16" DEEP POURED F4 CONCRETE FOOTING W/ (2) 5's BOTTOM BOTTOM OF EXTERIOR FOUNDATIONS TO BE 12" BELOW FINISHED GRADE (MIN.) 2'-1 5/8" 6'-2 3/4" 2'-7 5/8" 1q0 6'-2 3/4" v� 2'-0" 3'-1 3/4" . �'-0 1/8" O F I I v v � a / F, I .I 17 - 0 I v I FI I3'-01 I 6'-4" 3'-Oil -� I FI L- - - - - - - - - - -----•-- - --i - L-J LJ I �, 1 4PERIMETER (TYP.D • lU 5 BAR VERT. W/ loll HOOK s I TOP d TIED TO 04 DOWEL 0 FTG. W/ 24" LAP SPLICE. FILL CELL W/ 3000 PSI COURSE GROUT I I I I m 16" co Iz' PROPOSED OR FINISH FLOTO I� �I SINK D LAv Lav T i BE *- 45OVE M.S.L. �° J / D SP. ` —� —� III DW I L-III _ I v I r i I I a I I �n I TUB I I I -- m I I ro I I � I /WC�I FI ry I I I I I I I 7R"" I. r 4'-9 3/4" I 6" OWER I F3 rr i N I I n • I F4 J-- --- I OPT I = m v l LAV LAVI J I I FI 3/8" O i--------- 71 ---- ----� �n I J r e 2' 3" - 4'-5 1/6" 2'-3" I F2 v \ FI F I / / \ = EXTEND FOUNDATION UNDER BLOCK COLUMN. _ i p p I l WH. �I / NO ADDITIONAL STEEL F "' z " XI \ TUB / ro REQUIRED W I � ( NOTE: WATER HEATER / w I u O SHALL MATCH ENERGYEFFC I I GALICIENCY NS I .0 9'-5 5/8" I I I 3' - 13/4" = FI I I I II I/8" II 1/8" I I I 2'-0" 9'-5 5/8" 5'-8 3/8" FI i Ir I I I I 10 I I I I I I I ry SLOPE 2" MIN_ I I I I �I XI I I � I I � Ir illi — — — — — — — — — — — I -------- ------ — — — — — — ------- — — — — ---- — — — — ------- � --J 4'-113/4" 3'-13/4" 5'-1" 3'-1 3/4" 4'-113/4" 30'-8" 21'-4" to N z m o =3 x a- C � a� lU � QU O Q � L1 v CM N W7� OO O Doctxme� %rlmation Project #: 52-2371-R-MW Date: 5/6/2016 Drawn: SQ Checked: SRW FOUNDATION FLAN SCALE: 1/4" = 1'-0" Sheet # lt�� of T Sheets ANCHORAGE SCHEDULE ZMAX. FASTENERS MAXIMUM ALLOWABLE 7C0+ECTGR U IFT MODEL NO. LOADS TO WOOD TO CONC META 12 (2) STRAPS (5) IOdx11i2" LATERAL LOAD OSIMPSON W/ T55 MOISTURE (U MOISTURE NAILS EACH EMBEDDED PARALLEL TO BM. = 340" lFU 1985" BARRIER BARRIER STRAP PERP. TO BM. = 1250 (F2) O SIMPSON HETA (2) STRAPS (6) Ibd NAILS 2- MEMBERS MINIMUM LATERAL LOAD Q O W/ TSS MOISTURE (2) MOISTURE EACH STRAP EMBEDDED PARALLEL TO BM. = 1225" (FU 25000 BARRIER BARRIERS PERP. TO BM. = 1520" (F2) Q (IS) SIMPSON (2) I/2"x5" 2- MEMBERS MINIMUM z O SIMPSON (1) SDS 1/4"x3" TITEN HD `u 5000" FGTR SCREWS SCREWS W (36)51MPeCN Sp (4) 1/2"x5" 2- MEMBERS MINIMUM Z E2 SIMP50N (2) I/4"x3" SCREWS TITEN HD 00 9400" FGTR SCREWS 0 NOTE: 9 ALL MEMBERS TO BE ANCHORED TO CONCRETE BEAM W/ "B" ANCHOR UNLESS OTHERWISE NOTED ON FRAMING PLAN FOR SINGLE "C" CONNECTORS ONLY, TO INCREASE A ONE -MEMBER TRU55 TO I TWO -MEMBERS, NAIL A 12" LONG 02 SYP 2x8 BLOCK, CUT TO THE SHAPE OF THE TRU55 AT THE HEEL, TO THE TRU55 WITH (8) .131"x3" NAILS " FOR SINGLE "E" CONNECTORS ONLY, TO INCREASE A ONE -MEMBER TRUSS TO TWO MEMBERS, USE A 24" LONG 02 5YP 2x6 BLOCK ON THE OPPOSITE FACE OF THE TRUSS, NAILED TO THE TRUSS WITH (16) .131" x 3" NAILS. • ON "E" 4 12" CONNECTORS, POUR ALL CELLS SOLID WITHIN 6" OF TITAN TD SCREWS O 5IMP60N (9) 10dx11/2" 10 TRU55 + LATERAL LOAD PARALLEL TO TOP PL. = 55V (FU HIOA lU (9) 10d012" 9 TOP PL, PERF. TO TOP PL. = 2850 (F2) 1140° z (� O SIMPSON (2) (1) 10dx1i2 o TRUSS (l) 16dx1'/2 isTOP PL. EACH 0 24'100 LSTA IS STRAP NOTE; • ALL MEMBERS TO BE ANCHORED TO TOP PLATE W/ "F" STRAP UNLESS OTHERWISE NOTED ON FRAMING PLAN (6) SIMPSON (6) 3/8"x4" O SIMPSON (U SDS 1/4"x2 1/2" TITEN HD GRAVITY LOAD = 6250" 2435 # LGUM26-2 SCREWS SCREWS (8) 51MP50N (8) 3/8"x4" JO SIMPSON (1) SDS 1/4"x2 1/2" TITEN HD GRAVITY LOAD = 9515" W 35�5 # LGUM210-2 SCREWS SCREWS z a = (8) 1/4"x2 3/4" O 5I11PSON (U (6) IOd NAILS TITEN HD GRAVITY LOAD = 2400" 1085 HU1HUC26-2 SCREWS _� (14) 1/4"x2 3/4" O 51MP50N lU (10) 10d NAILS TITEN HD GRAVITY LOAD = 4350" IN0* HU/HUC210-2 SCREWS 1 NAILS (6) 16d O 5IMP50N (1)INT INTO LE LEDGER SHANK NAILS GRAVITY LOAD = 3335" 1550" HUS26 INTO TRU55 10d NAILS (ro) 10d O(b) N 51MFWN (1) INTO LEDGER SHANK NAILS GRAVITY LOAD = 145" 1090" INTO TRUSS NOTE:. TO INCREASE A (1) MEMBER TO A (2) MEMBER, USE A 2"xb" VERTICAL NAILED TO THE TRUSS END VERTICAL w/ (12) 10d NAILS GENERAL ANCHOR SCHEDULE NOTES: izl2o .eo • ALL PRODUCTS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. " STRAPS LENGTHS CALLED OUT ABOVE ARE MINIMAL. • UPLIFT 4 LATERAL LOADS AT TRUSS TO WALL CONNECTIONS ARE TAKEN INTO ACCOUNT IN THE ANCHORAGE SCHEDULE ABOVE. " THE UPLIFTS FOR INDIVIDUAL TRUSSES ARE LE55 THAN THE VALUES LISTED ABOVE FOR THE CONNECTOR USED TO SECURE THE TRUSS. " ALL ANCHORS 4 RELATIVE NAILS SHALL BE GALVANIZED AS PER FBC 2321.E SAFE LOAD TA5LE FOR 8"X511 HIGH - STRENGTN FmRECAST 4 PRESTRESSED U LINTELS LENCxTH SAFE LOAD - POUND5 PER LINEAR FOOT UNFILLED' FILLED 2'- 10" ( 34") Precast 2,302 Lbs, 6,039 Lbs. 3'- 6" ( 42") Precast 2,302 Lbs. 6,039 Lbs. 4'- 0" ( 48") Precast 2,021 Lbs. 6,039 Lbs. 4'- 6" ( 54") Precast 1051 Lbs. 6,039 Lbs. 51- 4" ( 64") Precast 1,154 Lbs. 5,051 Lbs. 5'-i0" ( 10") Precast 912 Lbs. 4,144 Lbs. 6'- 6" l 18') Precast 931 Lbs. 3,396 Lbs. 1'- 6" ( 9O") Precast "16"I Lbs. 2,010 Lbs. 9'- 4" (112") Precast 513 Lbs. 1,618 Lbs. 10'- 6" (126") Precast 456 Lbs, 1,514 Lbs. ll'- 4" (136") Precast 445 Lbs. 1,365 Lbs, 12'- 0" (144") Precast 414 Lbs. 1,254 Lbs. 13'- 4" (160") Precast 362 Lbs. 1,01E Lbs. 14'- 0" (168") Precast 335 Lbs. 1003 Lbs. 14'- 8" (16") Prestressed N.R. 1310 Lbs, 151- 4" (154") Prestressed N.R 1250 Lbs. Il'- 4" (208") Prestressed N.R. 95O Lbs. 19'- 4" (232") Prestressed N.R. 150 Lbs. 2l'- 4" (25(o") Prestressed N.R. 610 Lbs. 22'- 0" (264") Prestressed N.R. 510 Lbs. 24'- 0" (265") Prestressed N.R. 410 Lbs. I. TE5T5 CONDUCTED BY AN INDEPENDENT TESTING LABORATORY. 2. ACTING AS A COMPOSITE BEAM WITH AN 8" PERIMETER BEAM - ONE "5 BAR IN THE LINTEL, ONE "5 BAR IN THE BEAM. BASED ON TESTS CONDUCTED BY WARNER F. BOSCH, P.E. SEAM SCHEDULE (f'c = 3mmmp51 f'm =150OPs i Fy = (oO K51) MK SIZE BOTT. STEEL MID. STEEL TOP STEEL REMARKS L2 8"x8" (1) 05 POURED SOLID W/ BOND BEAM ABOVE 06" MIN) L2-12 12"x8" (1) 05 POURED SOLID W/ BOND BEAM ABOVE (16" MIN) L4 8"x34" (1) 05 POURED SOLID W/ BOND BEAM ABOVE BBl 8"x8" (1) "5 CONT. BOND BEAM 552 8"x l6 " (U s CONT. BOND BEAM W/ (U "5 TOP RBI 8"x8"I 1 (1) S (MID) RAKE BEAM NOTE: Minimum bearing of lintel shall be 4" each side for spans less than 10 L.F. 4 8" bearing for spans greater than 10 L.F. Mortar shall be Type M or S USE BBI a TOP OF ALL WALLS UNLESS OTHERWISE NOTED USE 552 AT LEDGER A LOCATIONS UNLESS OTHERWISE NOTED THE DESIGN OF THE UNIT MASONRY IS IN ACCORDANCE WITH: ACI-530-08 / ASCE 5-08 FASMNER SCHEOULIE CONTINUOUS HEADER 12d GUN NAILS- DUO-FAST/HITACHI 3 1/4"x.128" S 12" O.G. ALONG EACH EDGE, BUILT-UP CORNER STUDS FACE NAIL 12d GUN NAILS- DUO-FAST/HITACHI 3 1i4"x128" 6 12" O.G. EXTERIOR WALL SHEATHING ad COMMON OR POWER DRIVEN NAILS (.131 x 21/2" LONG W/ .281" DIA. FULL ROUND HEAD) FASTENED a 6" O.C. IN FIELD 4 EDGES 4 4" O.C. Q CORNER STUDS METAL LATH TO VERTICAL WOOD FRAMING GALVANIZED EXPANDED METAL WEIGHING NO LESS THAN 1.8 LBS. PER SQ. YARD FASTENED W/ GALVANIZED NAILS, W/ HEADS NOT LESS THAN 3/0 IN DIAMETER, DRIVEN TO A PENETRATION OF AT LEAST 3/4" AND USING A MIN. OF (2) NAILS PER SQUARE FOOT, OR BY APPROVED STAPLES HAVING EQUAL RESISTANCE TO WITHDRAWAL. TRUSS TO TRUSS CONNECTIONS SEE TRUSS ENGINEERING PACKAGE FOR MANUFACTURER'S REQUIREMENTS. THIS IS THE RESPONSIBILITY OF THE SPECIALTY ENGINEER FOR THE TRU55 COMPANY. WOOD STUDS TO BLOCK WALLS TAPCON5 1/4"x3" LONG e 8" O.G. - USE ONLY PRESSURE TREATED LUMBER FT 50TTOM PLATES TO TOP OF TIE BEAMS 1/2 xi LONG EXPANSION BOLTS A 32 O.G. W/ 3 x3 x1/4 WASHERS 4 20 gga. GALV. STL. PLATE ANCHORS 6 EA. STUD FASTENED W/ (3) Sd NAILS EA. SIDE. ( 2x(o 4 2x8 WALLS ONLY ) (ALTERNATE) - HILTI DRIVE PINS .145"x3" LONG (OR EQUAL) a 8" O.C. 4 USP "TA" 5TRAP5 W/ (4) 16d NAILS EA. STUD (SUPPORTED TRU66E5 MUST BE LESS THAN 30'-0" LONG) a T BOTTOM PLATES TO TOP OF BOND BEAMS 1/2"x-f" LONG "J" BOLTS e 24" O.G. W/ STANDARD WASHERS 8r=AM LEGEND eMeN a 10'-0" • WIN RAKED (1)P.T. 2"x4" WOOD LEDGER q ATTACHED TO BLOCK WALL AT ROOF ELEVATION W/ 3/4" x 3" TAPCONS 6 24" O.G. ROOF TRUSS SEE ANCHOR SCHEDULE FOR NAILING BOND BEAM 'i4"xli2" U.S. ANCHOR CONC, SCREWS OR .145"xlli4" HILTI-DRIVE PINS, SCREWS OR PINS TO BE NO LOSER THAN 2" O.C. USP RT STRAP (ONE FOR EACH STRAP MISSED) ' NOTE: FOR "B" CONNECTORS, USE (3) CONCRETE SCREWS OR (4) HILTI-DRIVE PINS. a (1263 MAX. UPLIFT) FOR "C" CONNECTORS, USE (ro) a a ° CONCRETE SCREWS OR ° (8) HILTI-DRIVE PINS. (2150 MAX. UPLIFT) MISSED STRAP DETAIL 115DBB NAIL UPPER AND LOUDER PLYWOOD TO HIP GIRDER 6 6" O.C.. SEE TYPICAL WALL SECTION FOR NAILING REQUIREMENTS. 3/4"=I'-O" HIP SET SHEATHING DETAIL SCALE 1/2"=1'-0" SAFE GRAVITY LOADS FOR 1211 PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 12U6 12FB-25 12FI2-25 121=I6-21B 12F20-215 12F24-25 12F28-25 12F32-25 3'-6" (42") PRECAST 3531 4921 1605 10004 12336 14630 16905 19163 4'-0" (48") PRECAST 3011 40aO 1605 10004 1233E 14630 16905 19163 4'-6" (54") PRECAST 2413 3350 6199 10004 1233ro 14630 16905 19163 5'-10" (10") PRECAST 1664 225E 4161 6814 11022 14630 16905 14614 (1811) PRECAST 1425 1934 3490 5491 8399 13060 1514E 11598 l'-6" (90") PRECAST 1115 1588 2191 4231 6163 8889 11131 8491 V-4" (112") PRECAST 850 ilea 2021 2962 4104 554E 6940 5250 10'-6" (126") PRECAST 65l 1019 1119 2415 3361 4449 5369 4034 II'-4" (136") PRECAST 555 923 1541 2210 2911 3808 4539 3393 12'-0" (144") PRECAST I 46S 80l 1431 2033 2112 3354 4000 2915 13'-4" (1(c:>O") PRECAST 386 632 1132 1633 2139 2648 3159 2324 14'-0" (165") PRECAST 345 563 1011 1460 1914 2310 2821 2068 Il'-4" (205") PRECAST N.R. 332 605 819 1155 1 1434 1113 120E ROOF FRAM I NG FLAN COMPANY OVIDE 4'-0" :HASE FOR JCTWORK OUT GIRDER TO 3-PLY5 W/ 2X4 5.Y.P CALS 36" TALL, NAILED W/(24) .131" X 3" (USE ONE EACH SIDE IF I PLY, ONE SIDE IF 2-PLY) STRAP GIRDER DIRECTLY TO E STUDS BELOW SCALE: 1/4" = I'-0" it Q II W J M N N �4 W 7� r O 15 ct c ma• - .■■■ wid■■PP'- ._ails d■pp' rhav■ .• ,AFIRE, � � � J a T,,r • • • Document Information Project #: 52-2371-R-MW Date: 5/6/2016 Drawn: SQ Checked: SRW I #'d p Sheets M ROOF TRUSSES (2) .131"x3" NAILS EACH OUTLOOKER 12 GAL V. 5%. STRAP 5 (SEE ANCHORING SCHEDULE) ROOF SHEATHING (SEE HIP SET SHEATHING FOR NAILING) 2x6 OUTLOOKERS AT 24" O.C. ad RING SHANK NAILS m 4" O.C. v DRIP EDGE APA RATED 40/20-113/32 EXP. I, EXT. P.T. Ix2 2'-O" °, a GRADE PLYWD. W/ 8d NAILS 6 6" O.G. ° EACH MEMBER 2x8 FACIA NAILED W/ (2) 16d VERTICAL e EACH TRUSS W/ (3) .131" x 3" NAILS EACH OUTLOOKER NAILS TOP CHORD s BOTTOM CHORD OF EACH :2x8 TRUSS (RBU RAKE BEAM (SEE BEAM 2x8 BLOCKING SCHEDULE) r,4 SOi IT Dr=TAIL e GAME END DETAIL 5 SCALE: 3/4" = I'-O" 5 SCALE: 3/4" = 1'-0" NOTE: CLEA ANY DEBRI: BEFORE AP ANY SEALAI FLASHING PROCEDURE SIMILAR AT LIQUID APP, MEMBRANE SEAL WINDC INSTALLATIC PRE -CAST TYPICAL Gh' U WINDOW FLASHING DETAIL SCALE: NTS PLYWOOD SHEATHING (SEE WALL SECTION) 2x4 HEM -FIR VERTICALS m EACH TRUSS 24" O.G. 15/32" PLYWOOD SHEATHING W/ Sd NAILS 6" O.G. ALL MEMBERS PLYWOOD SHEATHING (SEE WALL SECTION) (3) .131 x 3" NAILS TOP 6 BOTTOM CHORD OF EACH TRUSS G AIPLE TRUSS SHEATHING- DETAIL SCALE: 3/4" = 1'-0" 12 5� PLYWOOD SHEATHING (SEE WALL SECTION) '13'-4" A.F.F. Y TOP OF BEARING GABLE ROOF TRUSS 15/32" PLYWOOD SHEATHING W/ Sd NAILS 6" O.G. ALL MEMBER PLYWOOD SHEATHING (SEE WALL SECTION) 2"x4" LEDGER AT ROOF LINE WITH (2) .131"x3" NAILS EACH STUD. BACKNAIL LEDGER THROUGH WALL PLYWOOD W/ ad NAILS m 6" O.C. (HOLD TOP CHORD BACK 1 1/2" FOR 2"x4" (iA5LE TRUSS SNEATHM-5 DETAIL SCALE: 3/4" = 1'-0" 0 1 C\ di N M CV W m 40, �O N U ct `Q CO M Cn C W O � W s O� w A, ,�� SS�ON••� ,e S 2C Document Information Project #: 52-2371-R-MW Date: 5/6/2016 Drawn: SQ Checked: SRW STUCCO ON C.B.S. CONTINUOUS CAULK BEAD ' lull, lllill lllill 112" GYPSUM BOARD P.T. FURRING WOOD CASING TYP. EXTERIOR BRICK MOLD SCREWS AS PER DOOR MANUF. PRODUCT APPROVALS EXTERIOR DOOR WOOD DOOR JAMB P.T. 2x BUCK TO PROVIDE FULL SUPPORT OF DOOR FRAME WITH 1/4" x 3" TAPCONS o 12" O.C. USE ADDITIONAL TAPCON a LATCH LOCATION t IN THE HEAD AT THE CENTER OF DOUBLE DOORS SHIM (ALTERNATE - BUILD UP JAMB AS NEEDED W/ Ix AND/OR V2" PLYWD., FASTEN TO P.T. 2x W/ Sd NAILS e 6" O.G. STAGGERED) DOOR JAMS b-JAMBfbc SCALE: 3" = 1'-0" PROVIDE CONTINUOUS P.T. 2xio NAILER AROUND GARAGE DOOR OPENING FASTEN W/ 1/4" x 3" TAPCONS A 12" O.G. D.H. GARAGE DOOR W/ TRACK ATTACHED TO 2xro W/ LAG BOLTS PER MANUF. SPECS. ROOF TRUSS SEE ANCHOR SCHEDULE NOTE: FOR "B" CONNECTORS, — — FOR NAILING USE (3) CONCRETE o CONT. TRIM W/ CONT. BOND BEAM SCREWS OR (4) CAULK BEAD BY GARAGE DOOR MANUFAC. HILTI-DRIVE PINS, o: 1/4"x1l/2" U.S. ANCHOR GONG (1283 MAX. UPLIFT) ° c SCREWS OR .145"x11i4" HILTI-DRIVE PINS. FOR "C" OR "C2" SEE FOUNDATION PLAN FOR SCREWS OR PINS TO BE NO a CONNECTORS, USE l6) _ _ _ _ _ _ _ _ SPECIFIC STRUCTURE a CL05ER THAN 2" O.C. a o a CONCRETE SCREWS OR GARAGE DOOR OPENING USP RT STRAP ° (8) HILT[ -DRIVE PINS. (ONE FOR EACH (21E5O MAX. UPLIFT) STUCCO ON GONG. BLOCK STRAP MISSED) w/ CONIC. FILLED CELLS MISSED STM A DETAIL TYP. GARAGE DOOR ANCHORAGE DETAIL CODA -GENERIC SCALE: 11/2" = I'-(D" MSDBB 3/4"-1' 0" APPROVED TRUSSES ATTACH CHANNEL TO TRUSS ABOVE W/ I1/4" COURSE THREAD DRYWALL 25ga, 35ja" STL. STUDS SCREWS a 24" O.C. a24"O.C.(16"O.G.e AREAS RECEIVING; TILE) 12" GYP. BIRD. ATTACHED ON BOTH SIDES W/ APPROVED DRYWALL SCREWS m 12" O.G. AS PER F.B.G. 2314.4 d 2504.5 APPROVED BASE BOARD AS SPEC'D. BY BUILDER ATTACH CHANNEL TO GONG. FLOOR W/ I12" CONIC. STUB NAILS a 16" O.C. FINISH SLAB NOTE: SHALL COMPLY WITH ASTM C -154 INTERIOR NON -SRC. LUALL SECTION NON-BRG SCALE: II12" = 1'-0" varies (see elevations)_ TOP OF BOND BEAM �, ., .�.� �..t.r-e1 .. �-�.• — — — — — — i I I T 7- 4/ CUT (4) 5"x5" (MIN.) ° HOLES INTO de BOTTOM OF LINTEL " PRECAST CONCRETE LINTEL I ABOVE ARCHED OPENING . " FILLED W/ (I) S BAR f POURED SOLID W/ BOND BEAM ABOVE d POURED I CONIC. ARCH BELOW ' BREAK 5"x5" HOLE IN I " I BLOCK WALL E PLACE (1) 05 DIAGONAL EA. SIDE FILLED CELLS W/ (I) OR (2) 1 "5 BARS VERTICALS I DEPENDING ON LOCATION I (SEE ROOF FRAMING PLAN) TYPICAL POURED ARCI-I DETAIL ARCH-20 SCALE: 1/2 = 1'-0" DESIGNED TO MEET THE REQUIREMENTS OF FBC 5th EDITION (2014) SECTION R -103.8 FLASHING, 12 DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER TYP. ALUM. WINDOW SILL CORROSIVE RESISTANT TAPCON" CONC. SCREWS INSTALLED AS SPECIFIED IN WINDOW MANUFACTURERS PRODUCT APPROVAL 1/4" (MAX.) SHIM CAULK IN FRONT : BEHIND WINDOW FRAME STUCCO PRECAST GONG. SILL TYP PRECAST CONC. SILL DETAIL CAST -SILL HALF SGALE 1/4" CONTINUOUS BEAD OF C55 CAULK BEHIND BUCK a v ° ° a a a ° a a °Q ° ° a z� a zp ° L1 °< zi Z = N 4 STUCCO CAULK P.T. Ix WOOD BUCK TO EXTEND BEYOND INTERIOR 1/2 DRYWALL FACE OF WINDOW OR S.G.D. FRAME CAULK L CRS CORROSIVE RESISTANT "TAPCON" HILTI NAIL 2 6" O.G. GONG. SCREWS INSTALLED AS SPECIFIED oss-ON WINDOW t S.G.D. PRODUCT APPROVAL TYP. ALUM. WINDOW JAMB / SLIDING NOTE: METHOD OF ATTACHMENT AND GLASS DOOR JAMB WATERPROOFING PROCEDURES ARE THE SAME AT POURED CONC. SILL TYP. WINDOW 4 5j3.D. JAMS DETAIL SCUD-JAMBfbc SCALE: 1'-0" = I'-0" APPROVED ROOFING SYSTEM (SEE PRODUCT APPROVAL) ON APA RATED 40120 - 19/32" EXPOSURE I, EXTERIOR GRADE PLYWD. SHT'G,(OPT. 065) NAIL W/ ad RING SHANK, NAILS 031 x 211/2" NAILS) 6" O.C. ALL ME"5EIR5. WITHIN 5'-0" OF ROOF EDGES NAIL PLYWOOD W/ Sd RING SHANK NAILS 4" O.G., ALL MEMBERS INCLUDING FACIA. ENGINEERED APPROVED WOOD TRUSSES 6 24" O.C. ALL TRUSS BRACING TO BE PLACED AS SHOWN ON TRUSS ENGINEERING. GALV. STL. STRAP AT EA. TRUSS (SEE ANCHORING SCHEDULE) MOISTURE BARRIER (METAL SEAT OR FELT PAPER) 26ga. GALV, MTL. DRIP EDGE P.T. I x 2 SEE FLOOR PLAN < ELEVATIONS FOR TRUSS BRCS, HEIGHT 2x6 FACIA W/ (2) CALV. 16d EACH TRUSS R-30 BLOWN INSULATION R-30 BATT INSULATION a KNEE WALLS P.T. Ix2 FIRESTOP 1/2" SAG RESISTANT DRYWALL 8"x8" CONC. "U" BLOCK SYSTEM W/ (1) 05 CONTINUOUS t 30" LONG -- CORNER BARS AT ALL CORNERS. PRECAST CONCRETE LINTEL r__�ABOVE WINDOWS E DOORS AT SCREEN ENCLOSURE AREAS SECURE FACIA TO (1) •5 BAR VERT. IN CONC. FILLED TRUSS TAILS W/ (2) USP RT3 CELL W/ 10" HOOK a "U" BLOCK i W/ (4) 8d (.131" DIA.) x I1/2" (SEE FOUNDATION PLAN FOR / NAILS EA. MEMBER, EA. CLIP LOCATION) (10000 MIN.) (SCREEN ENCLO. EXTEND (1) "5 TO NEXT FILLED CELL \ ON SEPARATE PERMIT) / (4'-0" MIN.). POUR BLOCK SOLID FURRING GYP. BOARDRRING STRIPS g 24 O.G. ON P.T. I x 2 ♦ W/ BEAM ABOVE. \` FU Imo„ GYP, RESISTANt P. BOARD AREAS) VARIES TOP OF BEAM (SEE FLOOR PLAN) —°� 7 ` a TYP. GONG. "U" BLOCK BOND BEAMS 5/8" (MIN.) STUCCO o (SINGLE OR DOUBLE) S" CONCRETE BLOCK WALL • W/ 10 HOOK ON C.B.5. -4.1 PERFORATED FOIL 1 IN5UL. ON FURRING STRIPS Ul VARIES I I° I 04 DOWEL IN FILLED CELL (SEE TOP OF BEAM FOUND. PLAN FOR LOCATION) •, _• � 1 1/2" RECESS TO RECEIVE F J WOOD BASE (SEE FLOOR PLAN) _ �� _ _.� �, — �- ='.� - — �� 1 '� f . P CONCRETE BLOCK �' � 1 IS I I CONC. SLAB IL ` IL (SEE FOUNDATION PLAN) �.k FINISH FLOOR LINE ------- ------ a U I ' ; I , ,I I' > APPROX. GRADE POURED CELL W/ (`► a a _ _ _ _ a_ _ _ _ 05 CONTINUOUS FROM BEAM TO FOOTING I // �/ // �/ �/ //� // / a / VAPOR BARRIER (SEE FOUNDATION \,. \\\�j�\\�\\�\\�\\�\\/� �\ �d ° PLAN FOR FILLED o (. / / € // CELL LOCATION) \ \ N L / / / / / / ° • d / SEE FOUNDATION PLAN FOR I: \� \��\\��\ \ FOOTING SIZE AND LOCATION \ \\ \\ \\ \\ \\ \\ \ ,i\ \ \ �\\ . . \ I \//\//\//\//\//\ STEW DOUI SEAM DETAIL TYPICAL I -STORY WALL SECTION BB-5TEP4 3/4" =1' - D" SCALE: 3/4" = I'-0" 0 x a� U O Q Q • 1■■■\1h �.gdN%k'qq\ wd■■pr _.cd I1■110, .600M, .. u • Document Information Project #: 52-2371-R-MW Date: 5/6/2016 Drawn: SQ Checked: SRW Sheet # of Sheets I O200AMP METER MAIN COMBO D I5CONNECT 200A 04 CU. FANS SOLID OR 5T ND "All INTERSYSTEM BONDING TERMINAL 200AMP IPH. 3W, 115/230V FLUSH MOUNTED NEMA 1 TRANSFORMER BY FLORIDA POWER 8 LIGH l3J 04/0 XHHW-AL W/ (1) 06 THHN-CU IN 2" CONDUIT 02 SOLID OR STRAND CU. GROUND TO FOUNDATION STEEL E 5/a" x a'-0" GALVANIZED U�TGROUND ROD FOUNDATION STEEL ELECTRICAL RISER DIAGRAM SERVICE: 120/240 I -PH 3W MAIN 5US: 200 AMP MOUNTING: NEUTRAL: FULL POLES: 42 ELECTRICAL PANEL SCHEDULE "All MAIN£:: 200A main breaker TYPE: A.I.G.: 10,000 WIRE 51ZE POLE/BREAKER LOAD USE I CUIT GI CUIT USE LOAD POLE/15REAKER WIRE SIZE 010 2P/30A (4.0 KW) A/C 5Y5. CONDENSER 1 2 A.H.U. / HEAT STRIP (1.5 KW) 2P/45A 0(0 (4.0 kw 'D 100%) 3 4 (1.5 kw 1w 10051.) _ #12 IP/20A I HALL/BEDROOM #3 5 6 BATH "2/5EDROOM #2 I IP/1514 014 #12 IP/20A 10 LAUNDRY/DINING ROOM 1 .5 BATH #4/CA5ANA/5REAKFA5T I IP/154 014 06 2P/50A 12.0 KW RANGE 9 10 WASHER 1.5 KW iP/20A 012 II 12 MICROWAVE 1.2 KW IP/20A 012 012 2P/20A 1.7 KW DISHWASHER/DISPOSAL 13 14 REFRIGERATOR 1.2 KW 1?/2 �A 012 _ 15 16 SMALL APPLIANCES 1.5 KW IP/20A 012 012 IP/20A GFI 0.9 KW GAR. DR. OPENER (O.9 EACH) it IS SMALL APPLIANCES LE, KW IP/20A 012 #12 IP/20A GARAGE/EXT GFI 19 20 COVERED PORCH/GREAT MASTER SUITE KITCHEN/SMOKE DET./DINING I IP/15A #14 #14 IP/15A MASTER SUITE 21 22 I IP/15A #14 "12 IP/20A 11.2KW BATH GF.I. REC'S. 23 24 I IP/15A 014 #14 IP/15A FOYER 25 26 EXTERIOR LIGHTING SPARE I IP/15A #14 "12 2P/20A IRRIGATION PUMP 21 26 #14 29 30 SPARE #14 SPARE 31 32 SPARE 010 2P/25A 4.5 KW WATER HEATER 33 34 OPT. WHIRLPOOL PUMP GFCI 1.6 KW IP/20A 012 35 36 DRYER 5.0 KW 2P/30A 010 SPARE 31 35 SPARE 39 40 SPARE SPARE SPARE 41 42 20.3 KW 21.0 KW GENERAL LIGHTING CALC. FOR 2369 SF. x 3 WATTS/SQ. FT. = 1.1 KW (13) HI -HATS -8 0.01 kw 0.1 KW (5) CLG. FANS a 0.15 kw 0.a KW (4) EXH. FANS e 0.0a kw 0.3 KW TOTAL: 5.3 KW TOTAL CONNECTED LOAD: a.3 + 26.6 +16.6 51.5 KW (PANEL °A°) (A/C 10 100 0) -g.6 KW TOTAL WITHOUT A/C LOAD: 41.9 KW ELECTRICAL SERVICE CALCULATION (PER SECTION 220.40 N.E.G.) A.N.U. / HEAT STRIP = 9.6 KW FIRST 10.0 KW A 100 0 = 10.0 KW REMAINDER S 40 a (31.9 x .40) = 12.a KW TOTAL COMPUTED LOAD = 32.4 KW KW'S x 1000 w = 135.0 AMPS PROVIDE 200 AMP SERVICE 240 VOLTS (3) 04/0 XHHW-AL W/ (1) 1*6 THHN-CU IN 2" CONDUIT ?nn A21 A21 A21 \ I MASTER SUITE( I FAN \ OUTLET \ fiU A21 \ I V/ \J I A2; A22 \ A22A \ \ A22 -----i. Azz i �A22 W.I G. \ / I A22 t L 1\ - --- -- -- - oa �I COVERED POACH Q' ZI GLG. A �� 'J B�AKI=A►ST 4 I ouTLET 8 AI6 / �•-�- GFI � /GF9 A20 A20 r, AI6 BEDROOM 02 TV AI6 U GFI A6 A& � v �ANv � / OUTLET A20 n1m \ U65 OUTLET \ A24 SD O \ A24 / - / A24 \ I A24 \ �� TV \ CiREAT. \ / I I I I I OUTLET FOR MICRO. CI AI6 \ 1 I OUTLET FOR 420 A20 \ AIS NG RAE \ U A& FAN OUTLET \ A24 \ o \ r w 123 � Q O \ OUTLET FOR DW 4 D15P. - I 1' Q (0 i \ A13i \ 15 \ / I III/\ I II AI6 i \ 1 A24 / rA24 Ak A205 A20AU 14 \ r 0 Q A24 \ / A24 6D/ I WALL A / A U O 5D CMD I A5 / - . 425 - - - - - A25 r � \ \ A11;47 \ - - - - - i FOYEg \ T�1dld� A� A22 \ \ , A2:: \ � "7 ► \ \ w A` 3' \ , • \ \ A25 I A13 \ I A23 / ' /A23 _ J.�HASLEi.7 \ A23 A2 o p p p O p O p �//�� ••���� / �g i��n 1 6 \ r o `% 16" x 24" ACCESS o DES AT \ PANEL FOR OPT. o WHIRLPOOL PUMP p ° db OUTLET FOR OPT. U. LA p \ / \ / WHIRLPOOL PUMP \ / po A26 \� po O C). 0 A23 A23 opNTRY - - �o op° 00 ° o . . p0 A C-.$r- 1 ELECTRICAL FLAN G e OUTLET 9 100" AFF. FOR OPT. 1 A 1 A IAl F - n (OPT) \ LAID I 1 (OPT) 436,36 IL--J A6 \ BATH n A6 EXF 6D/ 24 CMD --- - A24 A SD O i BEDROOM 03 \ A5fi\0 FLAN\/ OUTLET J PEs loll AI9 TIJGFI •� / /T I SWITCHED I LIGHT IN ATTIC I 415 I.1 I \ \ All FFMWIRED GAR DOOR I OPENER I GFI BREAKER I SCALE: 1/4" = 1'-0" 43335 X �A/C\ ELECT ELECT PANEL METER OUTLET FOR FTTP GFI 4 DISC. CWP (PHONE 7� NETWORK) J RCs-6 COAXIAL TO FTTP CWP Ali OUTLET FOR 5PRINCLER TIMER 0 U O Q N N Q Q W J M N N W7� O O0 O • • II�� ANN- • wd■■11111" ..ailt • Document Information Project #: 52-2371-R-MW Date: 5/6/2016 Drawn: SQ Checked: SRW Sheet # of T Sheets