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HomeMy WebLinkAboutBuilding plansABBREVIATIONS FLOOR PLAN NOTES AS ANCHOR BOLT LAV LAVATORY A5V ABOVE La. LONG. I. NATURAL VENTILATION: . AFF ABOVE FINISHED FLOOR LIN. LINEN I E THAT THIS HOME 1DESIGNED i0 COMPLY WITH THE NATURAL VENTILATION AN ARC FAULT INTERRUPT LOT LIGHT REQUIREMENTS of SECTION 402 OF THE FLORIDA BUILDING CODE 2014, MECHANICAL ALUM ALUMINUM L.T. LAUNDRY TUB AHU AIR HANDLER UNIT MAX MAXIMUM 2. SAFETY GLAZING BF. BI FOLD MC. MEDICINE CABINET ALL GLAZING IN SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND TUB B.P. BI PASS MECH MECHANICAL ENCLOSURES, TO BE SAFETY GLAZED AS PER 2014 FBC. R308.4. ALL GLAZING IN ANY BLK BLOCK MPH. MEAN ROOF HEIGHT HAZARDOUS LOCATION OF A BUILDING WITH BILL LESS THAN 60" AFF. SHALL BE SAFETY BRKFST BREAKFAST MTL METAL GLAZED AS PER 2014 FB.C. R308.4 (2) ALL GLAZING WITHIN 24" OF AND PARALLEL 10 A BLWG BLOCKING IMFR MANUFACTURER DOOR SHALL BE TEMPERED BM BEAM MICRO. MICROWAvE BR3. BEARING MIN. MINIMUM 3. FIRE BLOCKING SOT. BOTTOM MIR MIRROR PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES. CAB CABINET MD. MASONRY OPENING CER CERAMIC MONO, MONOLITHIC 4. SHUTTERS CJ CONTROL JOINT MTL. METAL STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE PROVIDED AT ALL CL CENTER LINE OBSC OBSCURE OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT DOORS AND CLG. CEILING OAD. OVER HEAD DOOR WINDOWS. CLO CL06ET OC ON CENTER CLR CLEAR OPP OPPOSITE 5. ROUGH OPENINGS CMU CONCRETE MASONRY UNITS PLF. POUNDS PER LINEAR FOOT VERIFY ALL ROUGH OPENING AND MASONRY OPENINGS SIZES WITH MANUFACTURER'S COL. COLUMN PST. POUNDS PER SQUARE FOOT PRODUCT SPECIFICATIONS. CONC. CONCRETE P.S.I. POUNDS PER SOJARE INCH CONN CONNECTION F.T.PRESSURE TREATED 6. EGRESS WINDOWS CSMT. CASEMENT PARTN. PARTITION EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS, C1R CENTER PH PHONE EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH, 20" WIDE, AND MIN, DBL. DOUBLE PCT. POCKET NET AREA OF 5.1 5F, FOR 2nd FLOOR WINDOW$ AND 5.0 SF. FOR let FLOOR WINDOWS. THE DF DRINKING FOUNTAIN PL PROPERTY LINE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR LATCH AT 54" AFF, MAX. DMA. DIAMETER PLYWD. PLYWOOD 1. INTERIOR NON -BEARING WALLS DI6P. DISPOSAL FNL PANEL DP DESIGN PRESSURE R RADIUS 25ga., 3" STL. STUDS a 24" OC. (ib" O.C. a AREAS RECEIVING TILE) W/ 112" GYPSUM BOARD DR DOOR REF REFIGERATOR ON BOTH SIDES. (TYPICAL) DW DISH WASHER REIN' REINFORCE, REINFORCED 8. BATHTUB AND SHOWER SPACES EA EACH REQ REQUIRED E.E. EACH END R9 ROOM BATHTUB 4 SHOWER FLOORS 4 WALLS ABOVE BATH TUB$ WITH INSTALLED SHOWER HEADS EJ EXPANSION JOINT RO. ROUGH OPENING 4 IN SHOUTER COMPARTMENT$ SHALL BE FINISHED WITH AN IMPERVIOUS, NON -CORROSIVE, ELEC. ELECTRICAL SD. SOLID CORE NON-A850RBENT 4 WATERPROOF MATERIAL. MOISTURE RESISTANT BACKING BOARD ELEV. ELEVATION REQUIRED UNDER IMPERVIOUS WALL AREAS IN BATH TUB 4 SHOWER SPACES. SUCH WALL 6CHED SCHEDULE SURFACES SHALL EMEND NOT LE88 THAN W-0 ABOVE THE ROOM FLOOR. LEVEL 4 NOT EMER EMERGENCY E SOD, SLIDINGGLASS DOOR LESS THAN 10" ABOVE THE COMPARTMENT FLOOR AT THE DRAIN. ENE). EMERGE RE SF SQUARE FOOT EG1. EQUAL sH SINGLE HUNG 5. GARAGE SEPARATION FROM DWELLING UNIT E.S. ESP EACH SIDE ELECTO STATIC PAINT BFNLR SHELF GARAGE SHALL BE. SEPARATED FROM THE DUELLING UNIT AND IT'S ATTIC AREA BY MEANS OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE EW EACH WAY SPEC SPECIFICATION EXT. EXTERIOR SMS SHEET METAL SCREWS 10. GARAGE CEILING BENEATH HA51TABLEROOMS EXT'G EXISTING 5Q SQUARE EXP EXPANSION 516, TYPE "X" GYPSUM BOARD FOR GARAGE CEILINGS BENEATH HABITABLE ROOMS FBC. FLORIDA BUILDING CODE SS STAINLESS STEEL WALL BE FASTENED AT MAX 6" Or_W/ MIN. IYs" bd COATED NAILS OR EQUIVALENT FDN FOUNDATION gT STIRRUPS DRYWALL SCREWS. STD STANRDDA FIN, FL. FINISH FLOOR STL. STEEL II. GARAGE DUCTS FLUOR FLUORESCENT aw ITCH FO FLOOR OUTLET SYMMETRICAL DUCTS N THE GARAGE 4 DUCT5 PENETRATING THE WALLS OR CEILINGS SEPARATING THE 5 DWELLING UNIT FROM THE GARAGE SHALL BE MIN. DIV' SHEET METAL 4 SHALL HAVE NO F.R.FIRE RATED TEMP. TEMPERED OPENINGS INTO THE GARAGE. FIR DR FRENCH DOOR FRAM'G FRAMING TB. THROUGH BOLT 12. EXTERIOR OPENINGS FT FOOT OR FEET TBM TIE BEAM PURR FURRING THK THICK NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED FROM G.T. GIRDER TRUSS T 4 G TONGUE 4 GROOVE ADJACENT BUILDING BY A DISTANCE OF LESS THAN V-01. GA GAUGE TOB TOP OF BEAM GAILY. GALVANIZED TABS. TOP OF BOND BEAM 13. PLYWOOD BACKING GFI GROUND FAULT INTERRUPT TO.PL. TOP OF WOOD PLATE PROVIDE 11" HORIZONTAL PLYWOOD BACKING IN KITCHEN W/ TOP a 35" AFF. 4 TOP e GL. GLASS TA.TB. TOP OF TIE BEAM V-0" AFF. 4 IN IBAT14ROOM VANITY AREAS W/ TOP a 30" AFF. OR AS REQUIRED FOR GND. GROUND TP14 TOILET PAPER HOLDER CABINET ATTACHMENT. GYP GYPSUM TYR TYPICAL 14. GLASS BLOCK GYP. BD. GYPSUM WALLBOARD UNO. UNLESS NOTED OTHERWISE H5 HOSE BIBS UL UNDERWRITERS LA50RATOP c5 ALL GLASS BLCCK O.1 ZERO LOT LINE SHALL BE ONE HOUR FIRE- RATED HC HOLLOW CORE - VERT VERTICAL 15. FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEXES HST. HEIGHT V IF. VERIFY IN FIELD HORZ. HORIZONTAL WA WEDGE ANCHORS WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT v GREATER THAN 200 AND A SMOKE DEVELOPED INDEX OF NOT GREATER HM HOLLOW METAL .WITH THAN 450 HPS. HOOPS WC WATER CLOSET HR HOUR UD• WOOD 16. FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEXES HVAC HEATING VENTILATION AIR COND. WH WATERHEATER INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 HVNZ HIGH VELOCITY HURRICANE ZONE UM WASHING MACHINE AND A SMOKE DEVELOPED INDEX OF 450 ID INSIDE DIMENSION W/o WITHOUT INSUL INSULATION UP WATERPROOF INT, INTERIOR WPH WALL PHONE LAM. LAMINATE MOT WAINSCOT UT WEIGHT ELECTRICAL SYMBOLS LEGEND G; I -WAY SWITCH HANGING LIGHT FIXTURE ,,��{{,, W1 110V DUPLEX OUTLET . �3 3-WAY SWITCH WALL MOUNT LIGHT FIXTURE VL IIOV UNDERCOUNTER OUTLET4 �GFI IIOV GFI DUPLEX OUTLET 4-WAY SWITCH FIXTURE D RECESSED LIGHT DIMMER SWITCH (bGPI WP IIOV GFI/WP DUPLEX OUTLET EYE BALL RECESSED LIGHT R RHEOSTAT SWITCH (�{ SWITCHED IIOV DUPLEX OUTLET TV -' VP VAPOR PROOF RECESSED 4 TV OUTLET \ r LIGHT FIXTURE � _ IIOV QUADRAPLEX OUTLET PH PHONE OUTLET FLOOD LIGHT .I. UJ 110V SINGLE OUTLET -DEDICATED WPH P - i WALL PHONE OUTLET F---i FLUORESCENT FIXTURE ,HL tll SWITCHED 110V OUTLET 7 DEDICATED DATA LINE ♦• _F-_4 H TRACK LIGHTING 230V OUTLET -� ro LOW VOLT. PUSH BUTTON 250V HARD WIRE CONNECTION ce LOW VOLT. DOOR BELL CEILING FAN OUTLET IIOV FLOOR OUTLET - 07JD CHIMES ® EXHAUST FAN IIOV GARAGE OPENER OUTLET ELECTRIC METER EXHAUST FAN W/ LIGHT BD O 110V SMOKE DETECTOR 0 ELECTRIC PANEL GARAGE DOOR OPENER SD/CMD 110V SMOKE /CARBON MONIXIDE O DETECTOR COMBO F-L, DISCONNECT SWITCH Q 110V JUNCTION BOX SD IWV SMOKE DETECTOR WALL FQ MOUNT TIME CLOCK CENTRAL VACUUM © OUTLET LOCATION SD/CMD KD iov SMOKE /CARBCN MONIXIDE DETECTOR COMBO WALL MOUNT __0 IC INTERCOM LOCATION EMEERG. LIGHT ® EXIT LIGHT STRUCTURAL NOTIES THIS PLAN COMPLIES WITH THE REQUIREMENTS OF ACIL 530.11 / AS.OE. 5-11 FOR THE DESIGN OF MASONRY STRICTURES. THIS PLAN IS DESIGNED USING THE WIND LOAD PROV151ON6 OF ASCE.1-10 REIi` -ORCED MASONRY NOTES 1. DESIGN OF THE REINFORCED MASONRY 15 BASED ON THE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURE$, ACI 530-II, AND THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-II 2. CONCRETE BLOCK WALL BE NEW AND UNDAMAGED AND CONFORM TO THE REQUIREMENTS OF A5TM C 50, Ft • IWO PSI MIN BLOCK 15 TO BE HANDLED AND STORED TO PREVENT DAMAGE TO AND CONTAMINATION OF THE UNITS. 3. MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C 210, TYPE M OR S. MORTAR TO BE TESTED IN ACCORDANCE WITH A6TM C 1314 AT THE BEGINNING OF THE PROJECT AND AT EVERY 5000 6F OF WALL AREA. 4. GROUT FOR FILLED CELLS SHALL BE 3000 psi (MIN) AND CONFORM TO THE REQUIREMENTS OF ASTM C 4% WITH A SLUMP OF 8" TO 10t CONCRETE FILLED CELL MIX WITH A F' OF 3000 AND A SLUMP OF UP TO S" MAY BE SU55TITUTED FOR THE SPECIFIED GROUT. GROUT (OR FILLED CELL MIX) TO BE TESTED EVERY POUR AND AT EVERY 50 YARDS MIN. WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE THE GROUT SHALL BE STOPPED 15" BELOW THE TOP OF THE CONCRETE BLOCK 5. REINFORCING STEEL SHALL COMPLY WITH ASTM A 615, GRADE 60. ALL STEEL TO BE 5'S UNLESS NOTED OTHERWISE, PLACED IN THE CENTER OF THE CELLS, UNLESS NOTED OTHERWISE. CELLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN VERTICALLY TO MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL CELL, MINIMUM WIDTH OF GROUT SPACE SHALL BE 4". STEEL TO BE LAPPED 48 BAR DIAMETER$ MINIMUM AND HOOKED INTO. BEAM$ 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, S. WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWELS MAY BE DRILLED (1/6" DIA. x 8" DEEP MIN.) AND EPDXIED IN PLACE WITH "US ANCHOR ULTRA5OND EPDXY' S. SHORING DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON STRUCTURAL MEMBERS NOT DESIGNED FOR THE UEIGHT. 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 30M PAI. IN 28 DAYS. AGGREGATES TO BE CLEAN AND UELL GRADED, MAXIMUM SIZE 34". CONCRETE SLUMP 5" MINIMUM TO 6" MAXIMUM. CONCRETE MIX FOR FILLED CELLS 4 BEAMS TO BE 3000 PS.I. PEA ROCK PUMP MIX WITH 6"-T SLUMP, OR 2500 P.S.I. MIN. CELL FILL MIX W/ W - II" SLUMP. 2,500 Pb.l. FOR SLABS ON GRADE 4 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 IIQ" 3. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL MEETING A6111. A6IS, 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. (AC.I. 318-IIY'. 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 5AR6 AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY 5 x 5'-O" (30" EA WAY) UNLESS OTHERWISE NOTED. I s-z DETAIL REFERENCE SECTION REFERENCE 2 M UWNDOW SIZE EXTERIOR OPENING REFERENCE NOTES JIND LOAD CALCULATION ELEV. ELEv__ ELEVATION HEIGHT NOTE REFERENCE BUILDING LOCATION REFERENCE MARK M23 L2 1621a/LF 0 CI FOUNDATION PLAN NOTES: I. SLAB ON GRADE: 4" THICK 2500 psi CONCRETE SLAB WITH 6"xb'Ywl.4 x wI.4 WELDED WIRE MESH LOCATED N THE MIDDLE TO UPPER V3 OF SLAB SUPPORTED V-0" ON CENTER MAX. ON 6-MIL. VAPOR BARRIER ON CLEAN W R COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING CAPACITY 15 25M PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2,500 P5F MIN BY AN ARCHITECT OR A PROFESSIONAL ENGINEER 2. GORIER BARS_ THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORDER BARS W/ A MINIMUM LAP SPLICE OF 18" 3. INTERSECTING BLOCK WALLS: AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5" x V HOLE BETWEEN WALLS s 24" D.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS FRAMING PLAN NOTES I. THE ROOF FR/MING PLAN SHCUS LOCATION 4 DIRECTION OF ALL ROOF MEMBERS (TRUSSES AND GIRDER6). FOR INDIVIDUAL TRUSSES, SEE LAYOUT 4 ENGINEERING SHEETS BY TRUSS MANUFACTURER 2. ALL CONCRETE BEAMS TO BE A MINIMUM OF 8" x 12" WITH (2) 5 6AR5 TOP 4. (2) 5 BARS BOTTOM UNLESS OTHERWISE NOTED CN PLANS. 3. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM STEEL 18" INTO POURED BEAMS. 4. ANY OF THE 81-ECIFICALLY NOTED BEAMS MAY BE BUILT UP TO I" SMALLER OR 2" LARGER WITHOUT ANY CHANGE OF REQUIRED STEEL. 5. STIRRUPS NOT REQUIRED UNLESS NOTED OTHERWISE. 6. ALL HEADERS 4 WOOD BEAMS TO BE (2) 2NIP HEM -FIR 02 UNLE86 NOTED OTHERWI6E ON PLAN 1. 2 N 6.YP, MAY BE SUBSTITUTED AIYUiPER-c HEM -FIR 15 SPECIFIED a. PROVIDE FILLED CELLS a MINIMUM 6" ABOVE 4 b" BELOW ALL EXPANSION BOLT LOCATIONS IN C.B.S. WALLS (TYPICAL) a SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAIN6 ABOVE. COORDINATE W/ ARCHITECTURAL PLANS 10. PROVIDE Uz" GYPSUM WALLBOARD DRAFT -STOP TIGHT -FITTED FROM CEILING TO DECK ABOVE IN FLOOR SYSTEM ALLOWING NO INDIVIDUAL AREAS GREATER THAN 1000 SF. ELECtRIC',,AL PLAN Ne)TFS. I. SMOKE DETECTORS SHALL BE INTERCONNECTED 50 THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT 2. CARBON MONOXIDE DETECTOR$ SHALL BE INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURP05ES 3. CIRCUIT NUMBERS MAY VARY FOR LOAD CALCULATION ONLY. 4. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC 1103 4 11021, 5. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY RM, DINING RM., LIVING RM, STUDY, HALLWAYS, BEDROOMS, CLOSETS AND FOYER SHALL BE ARC -FAULT PROTECTED. 6. ALL M VOLT 1$ 4 20 AMP RECEPTACLES INSTALLED IN DUELLING IAIITS SHALL BE TAMPER RESISTANT AS PER NEC 406.11 - 1. INTERSYSTEM 5ONDINIG REQUIRED AND SHALL COMPLY WITH SECTION 25014, 2011 NEC 6. GARAGE DOOR OPENER TO BE GFI PROTECTED NORTH ARROW 0 1 2 3 GRAPHIC SCALE SCALE GROUT FILL CELL IN CMU. SEE FOUNDATION FOR STL. GENERAL NOTES I. DO NOT SCALE THESE DRAWINGS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT RILL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE WALSH ENGINEERING INC BACKCHARSES WILL NOT 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 NECE66ARILY SHOWN ON THESE DRAWINGS. 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL. OPENINGS AND PENETRATIONS. 5. IT 16 THE CONTRACTORS SOLE RESPONSIBILITY COORDINATE THE WORK OF ALL TRADES AND DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING, ITS COMPONENTS AND TRADE BASE DURING 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. S. IT 16 THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. TO WALSH ENGINEERING INC. FOR REVIEW AND APPROVAL. 9. 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 THE EXPRESS WRITTEN CONSENT OF WALSH ENGINEERING INC. II. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE C05T5. PLUMBING NOTES I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH FBC. P2105 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2101.1 FB.C. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER II. 4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF 10' FROM AN ADJOINING LOT LINE 4 10' ABOVE GRADE PER FBC P31036 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE BUILDING. 6. WATER SERVICE M86URE RELIEF VALVE SHALL COMPLY WITH REC. 6,013 1. WA R 4 T. VALVE 4 LINE SHALL COMPLY WITH FB.G. 5046 TABLE P2903.2 MAXIMUM FLOW RATES AND CONSUMPTIONS FOR PLUMBING FIXTURES, FIXTURE FITTINGS, AND APPLIANCES PLUMBING FIXTURE PLUMBING FIXTURE OR FIXTURE FITTING OR FIXTURE FITTING LAVATORY FAUCET L5 GPM AT 60 P51 SHOWER HEAD' IS GPM AT 80 PSI SINK FAUCET 1.5 GPM AT 80 PSI WATER CLOSET 1.25 GPM AT &0 PSI DISHWASHER 65 GALLONS PER CYCLE OR LESS (ENERGY STARAWATER SENSE CERTIFIED) WASHING MACHINE WATER FACTOR OF 8 OR LOWER (ENERGY STARNWATER SENSE CERTIFIED) FOR 61: 1 GALLON PER MINUTE • 3.185 L/M I POUND PER SQUARE INCH - 6.8-35 kPa a. A HANDHELD SHOWER SPRAY IS AL50 A SHOWER HEAD. b. CONSUMPTION TOLERANCE SHALL BE DETERMINED FROM REFERENCE STANDARDS. c. WATER FACTOR IN GALLONS PER CYCLE PER CUBIC FOOT. I. SHOWER CONTROL VALVES SHALL COMPLY WITH 1=2108.3 FBC-R 2. FIXTURE FLOW RATES SHALL COMPLY TABLE 2SOB.2 FBC-R 3. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER TO COMPLY WITH P2503.4 TERMITE TREATM CONCEALED I ARE THE ALL MANUFACTURES U FACTORS AND SH WITH FBC ENERG REMAIN ON ALL DO01 UNTIL INSPECTIONS I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND E THESE PLANS AND SPECIFICATIONS HAVE BEEN DE51GsN COMPLY WITH THE APPLICABLE STRUCTURAL PORTIONS THE BUILDING CODES. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, 4 RELATED ELEMENTS PROVIDE ADEQUATE RESISTANCE TO WIND LOADS AND FORCES SPECIFIED 15 CODES LISTED BELOW. NT REQUIRED RS OR ATTACHMENTS ISIBILITYOFTHE 1 OF RiCORA CODE MUST 'AND WINDOWS TO THE DESIGN PARAMETERS t ASSUMPTIONS CODE EDITION: ® FLORIDA BUILDING CODE 5th EDITION (2014) OA5CE 1-10 (EXPOSURE CONDITION, INDICATE C ) CONSTRUCTION TYPE: v ES OCCUPANCY CLASSIFICATION: R-3 BUILDING DESIGNED AS: 11 PARTIALLY. ENCLOSED RI ENCLOSED ❑ OPEN ❑ TESTED (WIND TUNNEL) BUILDING HEIGHT: © < 6OFt. ( ASCE 1-10 ) ❑ >&OFt. (MUST USE ASCE 1) MEAN ROOF HEIGHT: 15'-0' MAX. (FOR LOU RISE BLDG. WITH SLOPED ROOFS) RISK FACTOR II (DETERMINED BY BUILDING USE/ OCCUPANCY, REFER TO ASCE 1-10 TABLE 1.5-10 .INTERNAL PRESSURE COEFFICIENT: *•1S (ENCLOSED BUILDING) ;BASIC WIND VELOCITY PRESSURES: APPROPRIATE P051TIVE / NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND CLADDING, AS APPLICABLE: WIND SPEED 110 vwt 132 veed BASIC VELOCITY PRE SURE 32.01 PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GA RAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED.ON CONSTRUCTION FLA iS, ROOF TRUSS TOP CHORD LIVE LOAD 20 P5F ,ROOF TRUSS BOTTOM CHORD LIVE LOAD I0 PSF ROOF TRUSS DEAD LOAD I5 PSF FOR TOP CHORD L0 PSF FOR BOTTOM CHORE ROOF TRUSS DEAD LOAD TO RE515T WIND UPLIFT I0 P TOTAL SOIL BEARING CAPACITY 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS ® YES ❑ NO IMPACT PROTECTION REQUIRED 0 YES ❑ NO CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA: WEATHERING - NEGLIGIBLE TERMITE - VERY HIGH DRAWING INDEX C5 COVER SHEET I FLOOR PLAN 2A EXTERIOR ELEVATIONS A 2A.1 EXTERIOR ELEVATIONS A 25 EXTERIOR ELEVATIONS B 25.1 EXTERIOR ELEVATIONS B 2C EXTERIOR ELEVATIONS A WITH STONE 2C.1 EXTERIOR ELEVATIONS A WITH STONE 2D EXTERIOR ELEVATIONS B WITH STONE 2D.1 EXTERIOR ELEVATIONS 5 WITH STONE 3 FOUNDATION PLAN 4A ROOF FRAMING PLAN A 45 ROOF FRAMING PLAN B 5 SECTIONS AND DETAILS 6 TYPICAL SECTIONS AND DETAILS T ELECTRICAL PLAN FOOTING MARK 'I"HeSE PLANS AND ALL PROPOSED WORK GROUT FILL CELL IN CMU. SEE FOUNDATION FOR STL. ARE SUBJECT TO ANY CORRECTIONS REQUICIED BY MELD INSPECTORS THAT.' BOND BEAM MARK ocNC COLUMN. SEE FOUNDATION MAYBE NECESSARY IN ORDER TO10 PLAN FOR STL. 00IIPLY IvH ..%jLL APPLICA©LR CODES.-,.. TR15S/ANCHORA6E CONNECTOR LABEL g" CONCRETE MASONRY UNIT WALL (CMU). COLUMN LABEL FRAME WALL 1, VJ cMa NON BEARING 4 lilt` Y Cf11j:I, iT "' RL'iL1Y�f' 1oiVISAO LEDGER LABEL 1+P1'1'IT11L1)FOR "ti4" LIk�CE� Cb ty/d BEARING FRAME WALL L3ATCb �(/IyL�Q -6 PLAN REVISION LABEL 131-tNS AND 11ERMIT 1MUST BE KEPT OL--NC INSPECI ION WILL EE �:A_5,2. r. _._._. _. _. _._._. _._. T e,,QFFIT LINE ABOVE INTERIOR ELEVATION LABEL SOFFIT IN PROFILE MAR 0 6 ion it I KOO z z W J CN <n n M � N ca m C W'q,y Dy O `O h Nw�C, 0 to a w C- I LC L� � �o o a Wch m o L P� v w ee N�F'`�ti TATE OF : w .yV UNt"" `- Document Information Project #: 60-3037-L Date: 711/16 Drawn: TRS Checked: SRW Sheet # of f% Sheets 25ga. 3%" STL. STUDS ® 16" O.C. TUB FILL ALL VOIDS UNDER TUB FLOOR W/ EXPANDING FOAM FINISH FLOOR CERAMIC TILE ON 1/4" DURAROCK OVER 1/2" PLYWO. TUB DECK DETAIL SCALE: I" = I'-0" )P PLATE LYWOOD BACKING TL STUDS 4 PLATE r CABINET SECTION a r s 0 6 VARIES a3 (SEE FLOOR PLAN) c INTERIOR ELEVATION SCALE: 1/4" - 1'-0" 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"xS'-0" SOLID C40M 12. x �" Y N EGRESS 2 - I'-05(8'-0" SIDE LIGHT Y N 3, 4, 5 FIXED GLASS Vi' x 40- N Y TEMPERED 6 12 SH 13 U8" x 26" N Y TEMPERED 1, 9 26 SH 31. x 12- N Y 6,23 (2) 26 SH 14• x 63' N Y EGRESS 10 8'-0'x8'-0" SGD. S6° x S6' N Y II 6'-0"x8'-0" SGD. 12' x 116' N Y 12 (2) 36 SH 106 1/W x TI" N Y 13 SINGLE LITE 30° x S6' N N FROSTED 14, 15, 16 35 SH 53' x 63" N Y EGRESS 17 22 SW 3l V4' x 26" N Y TEMPERED I8 22 SH 31 1/4° x 26' N Y 15, 20, 21 1/2 35 SH 26 1/V x 63" 1 N I Y 22 16'-0"xl'-0" OAD. 192" x 84" Y N • FIELD VERIFY ALL MASONRY OPENINGS 4 ROUGH OPENING DIMENSIONS WITH MANUFACTURES SPECIFICATIONS. • FOR DESIGN PRESSURES, SEE ARCHITECTURAL FLOOR PLAN ADJACENT TO EA. WINDOW 4 DOOR 11111111 = • frf -' • - AREA CALCULATIONS L NING: 300(0 SF GARAGE: 4116 5F COVERED ENTRY: I05 SF COVERED PORCH: 192 SF TOTAL: 3002 SF FLOOR PLAN Fide Copy MAR 0 6 Q z z W J M � O 0 a � °o O N � n M N .y m o did w V M N M P cMn i M m cn rn ram+ (zl 8 R. Q� NsF�sy. ViE or- : w Document Information Project#: 60-3037-L Date: 711/16 Drawn: TRS Checked: SRW Sheet # of Sheds FRONT ELEVATION 8 SCALE: 1/4" . 1'-0" � 1� 1. I- — 1- 0� .1� - �� � �� l� l ! I IF�I�I III IC�1 1 1 1�1►51e,101"m1s1u11,1^ _laim"mIM-1pi1 356H 228H 229FI XRATIVE -YSTYRENE FOAM )ALLION x 3/4" RAISED 1CC0 FRIEZE 5/4" RAISED DO BAND DRATIVE E VENEER am TOP OF BOND BEAM Y SEE TYPICAL WALL SECTION FOR ROOFING NOTES _ELEV.- TOP OF BOND BEAM DECORATIVE STONE VENEER ELEv.= 0'-0' _'-----'— — - — - ------------------------------- - - - -- FINISH FLOOR LINE �F LEFT SIDE ELEVATION 5 — SCALE: 1/4" = 1'-0" File'Copy DECORATIVE POLY67YRENE FOAM TRIM , / 3 1/V a TRIM DETAIL SCALE: 2" - I'-0" F F,f ED APR 3 : 2017 St. Lucie.".'oui tP ,FL o� bo U � U Q U t` s -- ....:_ ME • /V 'Y< I- LO FAT 33915E OF ' u �eN°°°°s Document Information Project#: 60-3037-L Date: 711116 Drawn: TRS Checked: SRW Sheet # R 10 of E Sheets Y' TOP OF BOND B SEE TYPICAL WALL S FOR ROOFING NOTES Y TOP OF 5ON15 ES DE/ STONE ..vSj3 FINISH FLOOR LTo RIGHT SIDE ELEVATION 5 SCALE: 1/4" = 1'-3" 369H 36SN � m SGD 955H iREAR ELEVATION 5 SCALE: 1/4" - 1'-0" SEE TYPICAL WALL SECTION FOR ROOFING NOTES ELEV.= 10'-0" OF BOND BEAM ELEV.• O'-O" FINISH FLOOR LINE Y Can ti 0 x I Y {.i G U O Q U Q N CC 1 i i i 1i i i i { { M o / 1 1 a rn �t m N � m o G o N w Cq N W V m Cl) L] O m � VVA v N O :L' G � F• >CuygEorirtati on Project #. 60-3037-L Date: 711/16 Drawn: TRS Checked: SRW r 3'-4" L 4'-6" L 3'-4" L 2'-10" 1. V-4• L 4--0" I. 9,_01. 4'-10„ File BLOCK WALL BEYOND — SLOPE FIRST PAVER BRICK PAVERS SEE FOUNDATION PLAN FOR ; FOOTING SIZE -y GARAGE DOOR FOOTING DETAIL GARAGE DOOR OPENING C BAY WINDOW BLOCK SCALE: I1/2" = P-0" II I/8" \v/ G45' CORNS Z 'LOCK SCALE: 1'i2" . P-0" GATE VALVE (TYP) c.0 SCALE: 3/4" = I'-O" ------------- `r FIN. FLOOR 2" VTR I I CURB DETAIL *GARAGE SCALE: 3/4" - P-0" PLUMBING RISER DIAGRAM N.T.S. THERIAL EXPAN51CN TANK WATER HEATER WITH BUILT-N INTERNAL HEAT TRAP `TEMP N RESS. RELIEF VALVE-ASME. DISCHARGE SHALL BE INSTALLED IN A MANNER - - THAT DOES NOT CAUSE PERSONAL INJURY TO OCCUPANTS IN 7HE 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 RELIEF DETAIL NX,5 WATER HEATER EQUIPMENT SCHEDULE MODEL NUMBER FIRST HOUR RATING GALLONS ENERGY FACTOR GAL. CAP. ELEMENT WATTAGE 240 VAC RECOVERY 90•F R15E GAL/HOUR R VALUE DIMENSIONS IN INCHES APPROXIMATE SHIPPING WEIGHT (LBS.) TOTAL EIGH HEIGHT DIAMETE HEIGHT TO 7`4P RELIEF VALVE STANDARD MAXIMUM ECT-52 62 .sI 5o 4500 6000 21 16 54 201/2 41112 125 FOUNDATION LEGEND 3VX30'X12' POURED CONCRETE PAD W/ PI (3) 5'e EACH WAY BOTTOM TOP OF PAD TO BE MIN. 6" BELOW GRADE (TYP) 36"46"XIV POURED CONCRETE PAD W/ P2 (3) 5'e EACH WAY BOTTOM TOP OF PAD TO BE MR S" BELOW GRADE (TYP.) 12" WIDE x 16' DEEP POURED CONCRETE FI FOOTING W/ (2) IS's BOTTOM WIDE x 12' DEEP POURED CONCSETE S1V F2 FOOTING W/ (2) 5'e BOTTOM W WIDE x 10" DEEP EF3 THICKENED EDGE F4 12" WIDE x 8" DEEP THICKENED SLAB BOTTOM OF EXTERIOR FOUNDATIONS TO BE 12" BELOW FINISHED GRADE (MIN) v 17 -- -- - - - - - - - - - - - - - 1 °' I i 1 FI I m I T 3/4" MAXIMIU-I STEP-7 1 DOWN TO LANDING. I 0 ------ LANDING TO BE AT LEAST AS WIDE AS TUB DOOR n- I - J e I I LAv i � I a I I`• / I , -- -- ----- - - - - -- - - - - - - - -- - - - - - - -- - - , L---=g — — —----------- -- — N FI I PAVERS j I i i 9'-6 I/4" I I V-13/4" T'-6" V-4„ I I _ I I v Tn / l DOUBLE SINK DUl / / a/.�' 3 /' • I F \ / I FI \ / I I Nr 20'-1 5/6" - 9'-0 3/8" I 4'-II 1/8" 24'-1 5/6" 113/4" 30-01/2" o I I I I m I I I s I• -- -- . I I la I v r m 6 51 I I I I S I REP — — — (I) «5 BAR VERT. W/ No" HOOK I I F2 I • TOP 4 TIED TO e4 DOWEL I I v I • FTG. W/ 24' LAP SPLICE FILL I I CELL W1 3000 PSI COURSE LLI I I I.-- o I m I I • I � 1 I "' I m II I I PROPOSED FINISH FLOOR TO II TUB BE i ABOVE M.S.L. 1 3/4" MAXPIN'I STEP • jl J I \ ALA i I I DOWN TO LANDING. -- -- - I I LEAS TO AS m I I •I I I I I I I I FI ---- ;;� — — NOTE: WATER HEATER - — — — — — — — — — — — -- — — — — — — EXTEND SLAB UNDER COLUMN SHALL MATCH ENERGY .3/4„ W/ (2) IS BARS x 4' LOWG TOP W I F4 EFFICIENCY CALCULATIONS w I FI FROMSLAB EXTENSION INTO SLAIB / / i+ -------- U1H. �i I WC 1 — — — — — — — — — — — r V'L I � I L I I II" j FI -10" 4" I — __ i EXTENTRE�LL_ _ _ Or CL FOOTINGI .cp. LAV i- I N O L — J --- I LAY I I P2 EMEND FOIAJDATICNUNDER BOCK 6 i I No ADDITIONAA STEEL — REQJIRED � I SLOPE 2' � MIN. — I " I a I I TUB 0 v I I HOWE I m N I � I I I I � I I 3 I• . I I g'� I I I e I ulr �I FI 3,W L-------- ---- -- 3'-6' 2'-4" V-8' 2'-4" 3'-8" 2'4" 3'-b" I'-4" 21'-4' 0 2'-0" I 6'-6" 4'_6" I'_&" 9 v M 'v 0 m 7 H o M� Q M 3 ct " a _\11ii C re� 11\ �iCC Sri IRS2\�■It� i151•ei�C\ Cr 1 IE�Y��./ram 115U1 �SAS��� IiGiR�/A�� •• • r� • o e e Date: Drawn: Checked: SRW sheet # V of 8 Sheets s ANCHORAGE SCHEDULE CQ 01! FASTENERS MAXIMUM ALLOW,915LE MAX Up IFT MODEL NO. LOADS TO UlOOD TO CCNC SIMPSON META 12 (2) STRAPS (5) WdxlV20 LATERAL LOAD Ul/ TSS MOISTURE (U MOISRRE NAILS EACH EMBEDDED PARALLEL TO BM • 140' (FU Is85# BARRIER BARRIER STRAP PERP. TO BM. • 125' (F2) a G SIMPS TA (2) STRAPS (6)1( d NAILS EMBEDDED 2 - MEMBERS MINI" LATERAL LOAD LATERAL W/ TS6 MOISTURE (2) MOISTURE EACH STRAP TO BM. • 122V (FU 25000 BARRIER BARRIERS PERP. TO BM • 1520' (F2) E SIMPSON (18)SIMPSON Sol 1/453' SCREWS (2)1/2NS' TITAN WD 2-MEMBERS MINIMUM 5000• FGTR (1) SCREW q 6D (4)I/U'k5' 2- MEMBERS MINIMUM SIB''RLEIT REWS TIT�� HD • WS NOTE. • ALL MEMBERS TO BE ANCHORED TO CONCRETE BEAM UU'B" ANCHOR UNLESS OTHERWISE NOTED ON FRAMING PLAN • FOR SINGLE "C CONNECTORS ONLY, TO INCREASE A ONE -MEMBER TPo166 TO TWO -MEMBERS, NAIL A 12" LONG 02 SYP 2x8 BLOCK, CUT TO THE SHAPE OF THE TRUSS AT THE HEEL, TO THE TRUSS WITH (8) .131"x3" NAILS • FOR SINGLE "E" CONNECTORS ONLY, TO INCREASE A ONE -MEMBER TRUSS TO TWO MEMBERS, USE A 24• LONG 02 SYP 2x6 BLOCK ON THE OPPOSITE FACE OF THE TRUSS, NAILED TO THE TRUSS WITH lib) .131" x 3" NAILS. • ON 'E' 4'E2' CONNECTORS, POUR ALL CELLS SOLID WITHIN 6" OF TITAN TO SCIREWS O S IP ON (U (s) WdxlV2" • TRUSS • I0dXIV2' LATERAL LOAD PARALLEL TO TOP FL. • 5W (FU (S) a TOP PI-. FERP. TO TOP PL • 285• (P2) 11400 �+ 4& SIMPSCN LSTA (2) (1) I0dXI4 a TRUSS (1) l6dxllh a TOP PL. 0 2410a 3 EACH STRAP ;n NOTE, • ALL MEMBERS TO BE ANCHORED TO TOP PLATE W/ 'F" STRAP UNLESS OTHERWISE NOTED ON FRAMING PLAN O SIMPSON SIMPSON (b) SIMPSON (b) 3/8"x4" TIT N LGU2435' SD$ 1AN2 W, HD D SCREWS(1) GRAVITY LOAD • 825V SCREWS (8) SIMPSON SD (8) 3/8"x4" TITI N O SIMPSON LGt1M21m-2 (U 1/4'x2 1/2" HD SCREWS GRAVITY LOAD • 6515' 35151' e��W6 (8) V4"x2 3/4" O SIMPSON N)/HUC26.2 (U (6) led NAILS HIP LOAD • 24001 1085• SCREWSTITEN l (101AN2 3/4" OSIMPSCNMI (U (W) Wd NAILS THEN HD GRAVITY LOAD • 4350' 18100 WIANtI2W-2 NOTE, • TO INCREASE A (V MEMBER TO A (2) MEMBER USE A 2'x6' VERTICAL NAILED TO THE TRUSS END VERTICAL w/ (12) Od NAILS GENERAL ANCHOR SCHEDULE NOTES. 04/08/2013 • ALL PRODUCTS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. • STRAPS LENGTHS CALLED CUT ABOVE ARE MINIMAL. • UPLIFT t LATERAL LOADS AT TRUSS TO WALL CONNECTIONS ARE TAKEN INTO ACCOUNT IN THE ANCHORAGE SCHEDULE ABOVE. • THE UPLIFTS FOR INDIVIDUAL TRUSSES ARE LESS THAN THE VALUES LISTED ABOVE FOR THE CONNECTOR USED TO SECURE THE TRUSS. • ALL ANCHORS 1 RELATIVE NAILS SHALL BE GALVANIZED AS PER FBC 2321b SAFE LOAD TABLE FOR SNO" HIGH - STRENGTH PRECAST 4 PRESTRESSED u LINTELS LENGTH SAFE LOAD - POUNDS PER LINEAR FOOT UNFILLED' FILLE 21- 10" l 349 Precast 2,302 Lbs. 6,035 Lbs. 31- b" ( 42") Precast 2302 Lbs. 6,03E Lbs. 4'- 0"( 48') Precast 2,02s Lbs. 6035 Lbs. 4'- 6" ( 54") Precast 1,651 Lbs. 4,035 Lbs. 51- 4" ( 6411) Precast 1,184 Lbs, S051 Lbs. 5'-10" ( 10") Precast S12 Lbs. 4,144 Lbs. 61- b" ( 18'7 Precast s31 Lbs. 33s6 Lbs. 1'. 6" ( s019 Precast 161 Lbs. 2010 Lbs. s'- 4" (11219 Precast 513 Lbs. 1,510 Lbs. 101- 6' (126") Precast 456 Lbs. L514 Lbs. II'- 4" (13611) Precast 445 Lbs. 1365 Lbs. 121- 0" (144") Precast 414 Lbs. 1254 Lbs. 13'- 4" (160') Precast 362 Lbs. 1016 Lbs. 14'- 0" (168") Precast 338 Lbs. 1003 Lbs. 14'- 8" 016") Prestressed N.R. 1310 Lbs. 15'- 4" (184") Prestressed N.R. 1250 Lbs. 11'- 4" (208") Prestressed N.R. s50 Lbs. IV- 4" (232'1 Prestressed N.R 150 Lbs. 21'- 4" (256') Prestressed N.R. 610 Lbs. 22'- 0" (2649 Prestressed N.R. 510 Lbs. 24'- 0" (288") Prestressed N.R. 410 Lbs. _ I. TESTS CONDUCTED BY AN INDEPENDENT TESTING LABORATORY. 2. ACTING AS A COMPOSITE BEAM WITH AN 8" PERIMETER BEAM - ONE 5 BAR N THE LINTEL, ONE 5 BAR IN THE BEAM, BASED ON TESTS CONDUCTED BY WARNER F. BOSCH, PE. BEAM SCHEDULE (F'c=3000p61 F'm=1500psl Fy=60 KSI) MK SIZE 15OTT. STEEL MID. STEEL TOP STEEL REMARKS L2 88" C U "5 POURED SOLID W/ BOND BEAM ABOVE (10 MIN) L-12 12"x"x8" (1) •5 POURED SOLID V BOND BEAM ABOVE (16" MIW L4 8"x40" (U 9 POURED SOLID W/ BOND BEAM A13OVE 551 8"xe" (U •5 CONT. BOND BEAM B52 8"xl6" (1)05 CONT. BOND BEAM IW/ (1) 5 TOP RBI 8 x8 (I) s CMID) RAKE BEAM NOTE: Minimum bearing of [Intel shall be 4" each side for &pans less than 10 LF. 4 8" bearing for spans greater than 10 L.P. Mortar shall be Type M or S USE BSI a TOP OF ALL WALLS UNLESS OTHERWISE NOTED USE 13132 ALL AROUND AT SECOND FLOOR LEVEL T14E DESIGN OF THE UNIT MASONRY IS IN ACCORDANCE WITH: ACI.530-II / ASCE 5-11 AA= 0%WA%A?Y I nAnA FeW 1211 FQFGOAT U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 12U8 r2F8-25 12FI2-25 121=16-21B 12F20-25 12P24-215 12F28-25 12F32-215 3'-6" (42") PRECAST 3531 4s21 1605 10004 12336 14630 I&SOD 18163 4'-0" (48") PRECAST will 4080 1605 10004 12B36 14630 Ibs08 ts163 4'-6" (54") PRECAST 2413 3350 6lss 10004 12336 14630 16s08 1S163 5'-10" (10") PRECAST 1664 2256 4161 6814 11022 14630 16,305 14614 6'-6" (la") PRECAST 142E 1934 34W 54s1 83ss 13068 15146 115W 1'-&" (130") PRECAST 1115 15" 21s1 4231 6163 sees 11131 84s1 5'-4- (112') PRECAST SOO ties 2021 21362 4104 1 5546 6s40 5250 l0'-6' (126") PRECAST 651 lots tits 2415 3361 1 444E 53613 4034 ll'-4" (136") PRECAST 555 B23 1541 2210 2s11 1 3808 453s 3353 12'-0" (144") PRECAST 48s Sol 1431 2033 2112 3354 4000 21115 13'-4" (160") PRECAST 386 632 1132 1633 213s 2648 315E 2324 14'-0" (168") PRECAST 345 563 1011 1460 ISi4 2310 2821 2068 4" (208") PRECAST N.R. 332 605 815 1155 1434 t119 1206 BEAM LEC-sEND LEDGER SC44EDU E Q(I) P.T. 2"x4" WOOD LEDGER ATTACHED q TO BLOCK WALL AT CEILING AND ROOF ELEVATION W/ 1/4' x 2 3/4' TAPCONS a 24' O.C. 2x4 NAILER V (2) .1363' NAILS EACH TRUSS. NAIL BOTH SHEETS OF PLYWOOD TO 2x4 NAILER W/ Sd RING SHARK NAILS AT 6' OiC. ROOF SHEATHINCs DETAIL SCALE 3/4"4-0" USE WHERE TRUSSES ARE PERPENDICULAR TO EACH OTHER CONTINUOUS HEADER 12d GUN NAILS- DUO-FASTMITACHI 314'Kl2W a 12" OL, ALONG EACH EDGE. BUILT-UP CORNER STUDS. FACE NAIL 12d GUN NAILS- DUO-FAST/HITACHI 3 1/4"x.128" a 12" O.C.. F_YT'ERIOR WALL SWEATWIN 8d COMMON OR POWER DRIVEN NAILS LBI x 2V2" LONG V 281" DIA FULL ROUND LEAD) FASTENED a 6' O.C. IN FIELD 1 EDGES 4 4" OC. a CORNER STUDS METAL LATH TO VERTICAL WOOD FRAMING GALVANIZED EXPANDED METAL WEIGHING NO LESS THAN IB L56. PER 6Q. YARD FASTENED W/ GALVANIZED NAILS, W/ HEADS NOT LESS THAN 3/8' IN DIAMETER DRIVEN TO A PENETRATICN OF AT LEAST 3/4' AND USING A MIN. OF (2) NAILS PER SQUARE FOOT, OR BY APPROVED STAPLER HAVING EQUAL RESISTANCE TO WITHDRAWAL. TRUSS TO TRUSS CONNECTIONS SEE TRU86 ENGINEERING PACKAGE FOR MANUFACTURER'S REQUIREMENTS, THIS IS THE RESPONSIBILITY OF THE SPECIALTY ENGINEER FOR THE TRU66 COMPANY. WOOD STUDS TO BLOCK WALLS TAFCONS 114'0' LONG a 8" O.C. - USE ONLY PRESSURE MATED LUMBER P.T. BOTTOM PLATES TO TOP OF TIE BE V2"O" LONG EXPANSION BOLTS • 32" O.C. W/ VNVNIA" WASHERS 1 20 ga. GALV, STL. PLATE ANCHORS a EA STUD FASTENED UU (3) 8d NAILS EA SIDE. ( 2xb N 24 WALLS ONLY ) (ALTERNATE) -HILTI DRIVE PINS 145x3' LONG (OR EQUAL) a S" O.C. l USP 'TA' STRAPS W/ (4)16d NAILS EA STUD (SUPPORTED TRUSSES MUST BE LESS THAN 30-0" LONG) P.T. BOTTOM PLATES TO TOP OF BOND BEAMS 1/2"x1" LONG "J" BOLTS a 24" O.C. W/ STANDARD WASHERS A 5 L2 it I I I 1 1 L2 1 416 •/L = ; I I 1 1 I 1 416 0/1- - - - _--- _._. _ _._.-.M-111111111 _. _. _._ _._ _ _._._.-.-.-. I I 416 •/Lif 1 I I I I I I w I I I I I I I I I I I I I - ---- I -- --�It---�--------J--- - NOTE: TRW5S COMPANY T0. CANTILEVER ROOF TRUSSES AND PLACE 600 F'OWD CONCENTRATED LOAD AT THE END GF C THE HIP TRUSS TO CARRY THE DOUBLE 2x8 HEADER D DOUBLE 2x8 HEADER STRAPPED TO EACH C TRUSS W/ (2) SIMPSON LSTA12 STRAPS W/ (4) 5 .l3l*x3' NAILS EACH END OF EACH STRAP -------- -- - - - ----- ------------ K I ----- -i -- -- -- -- - ------�---� I ---�---I I wini F L2- 1393 •/L� l i i E L2 is I I I 1 — — — — — — - - - — I L2 ' 868•/L'_ I t � 42 •/l�F I I i E FASTENER- SCHEDULE 1 I 1 I ' I - i •ry — — — — — '— —_— OR WOOD STUpS TO BLK L2 O L2 - L2 • - - — - - — - - — - - CONNECTION (TYP). - - - - — - - - - s ? • 1481/L I I 56 /LF i _j o � BEARING WALL I/\ I O HEM-FIRI 1 15617LR� I I L2 I F— o 1x6's • It," O.C. IO'-0"AFF.__—__ ,'- - - - - - -I ----� 361 •/LF ' -T / I C3) 2x6 •2 1 X L POST HEM -FIR N u I I 11 ! I I 1 I 1 EM-FIR HEADER • 4 H STALL 2 HEM -FIR BEARING WALLPARTITION f lO 2xbb a I6" OL. I I I e 10'-0" AFF. W/ 2x4 HEM -FIR WD. STUDS a tell,O/G •i D. TRUSSS I 1- TOP a 10'-0" AFF I i ----- ------- ------- -- - I I 1 a24" O/C l X.) 1 I I I I I T- - — I I j I---------r -- (3) 2x4 I I I I • POST •2 I I HEM -FIR I V2) 2x12 02 I I I LIEM-FIR HEADER • I BEARING WALL PART I ION ----- __ ----- - -- APP. W/ 2x4 HEM -FIR I I TUDS a 16" 0/C I I I X I I I I I ---- X I 1 SEE FASTENER SCHEDULE FOR UIOOD STUDS TO BLK r._._.- (TYP). I I I I l I I I 1 I I — — GABLEEND I I II I 1Fju GI I TRUSS I I N E --- -- --- ---i- I Scr ! I I I I I I 1 ' I K !tom—_ L2_I 1---- ---- -- -- -- -- -- -- -- -L ---- - - i 1 ---I�-------- -- --- -- 492 M/Li� II a/ I q t__�L__J I I I -------+-- I T, ----------- ----- - I I Ij j q �I, I K I I 1 I I • ------- 2 ATTIC I L=ACCESS I ----------- 36l "/L I I -- id I L2 I 11211 •/L _ -- _ _ _ _ 0 -- 662•/L E - --- - I R I THESE FILLED CELLS I TO BE TOP AT 14'-0" 11 L2 L2 L2 I 393 •/LF 3l5 •/LF S53 •/LF I • I I I •I I I L2 I I• I I L2 I i I I L2 I 418 0/1_ 418 •iL 418 •/LF 21'-4" , , ROOF FRAMING PLAN S SCALE: 114" . 1'-0" 9 a 0 U v m z m m u) I Copy d6"POURED )NCRETE BEAM (2)'5'S TOP, WE'S BOTTOM P a l0'-0" AFF. 0 6 201' NMI G a � A M � ® O M 3 F•1:'I ,~ .. n N `3m o 3 ° w `� M mm� D• N Lo f CC N M (U co M a m L 0) ~ k] 0 Cw O Document Information Project#: 60-3037-L Date: 7/1116 Drawn: TRS Checked: SRW Sheet # of � Sheets ROOF TRUSS SEE ANCHOR SCHEDULE NOTE: FOR NAILING FOR "B" CONNECTORS, BOND BEAM <°° SCREWS OR1E HILTI-DRIVE PINS. SIMPSON HTSM 16 (12S3 MAX UPLIFT) STRAP °' w/ l4) 1/4" x 2 1/4" TITEN - ° FOR "C" OR "C2" SCREWS To CM,I (OR A CONNECTORS, USE (6) (4)1/4" x 1 3/4" TITEN a a CONCRETE SCREWS OR SCREWS TO CONCRETE) ° (8) HILT] -DRIVE PINS. NAIL TO TRUSS w/ (a) (2150 MAX. UPLIFT) 10d x 11,7 NAILS NOTE: THIS DETAIL MAY BE USED FOR BOND BEAM OR TIE BEMs MISSED STRAP DETAIL MSDBB 3/4"-I'-0" /2" GYP BOARD P.T. FUR WOOD C....,... TYP. PROVIDE CONTINUOUS P.T. 2x6 NAILER AROUND GARAGE DOOR OPENING FASTEN W/ 114" x 3" TAPGONS a 12" O.C. STUCCO ON CBS. CONTINUOUS CAULK BEAD BRICK MOLD SCREWS AS PER DOOR MANOR PRODUCT APPROVALS EXTERIOR DOOR WOOD DOOR JAMB P.T. 2x BUCK TO PROVIDE FULL SUPPORT OF DOOR FRAME WITH 1/4" x 3" TAPCONS a 12" O.C. USE ADDITIONAL TAPOON a LATCH LOCATION 4 IN THE HEAD AT THE CENTER OF DOUBLE DOORS SHIM (ALTERNATE - BUILD UP JAMB AS NEEDED W/ Ix AND/OR 1/2" PLYWD., FASTEN TO P.T. 2x W/ Sd NAILS a b" O.C. STAGGERED) O.N. GARAGE DOOR W/ TRAGIC ATTACHED TO 2x6 W/ LAG BOLTS PER MANUF. SPECS. CONT. TRIM W/ CONT. GARAGE — DOOR SEE FOUNDATION I -LAN FOR GARAGE .••- OPENING STUCCO ON CONIC.BLOCK w/ CONC. FILLED CELLS TYP. GARAGE DOOR ANCHOR *E DETAIL GDA-GENERIC SCALE: 1112" = V-0" DESIGNED DE8 G ED BY AT THE REQUIREMENTS REGISTERED PROFES90NAL ENGINEER (2014) SECTION R 103.8 FLASHING, II 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 — a= 5TUCC j _• PRECAST CONIC. SILL 4� In Q 4 44 4 i s TYP PRECAST CONC. SILL DETAIL CAST -SILL HALF SCALE APPROVED TRUSSES I '�'—ATTACH CHANNEL TOE TRUSS ABOVE W/ I�4" COURSE THREAD DRYWALL a 2411 OC. STL. STUDS SCREWS a 24" O.C. ® 24" O.G. (I6" O.G. • AREAS RECEIVING TILE) '/2" GYP. BRD. ATTACHED ON BOTH SIDES W/ APPROVED DRYWALL SCREWS a 12" O.C. AS PER F.B.C. 2314.4 < 2504B — APPROVED BASE BOARD AS SPEG'D. BY BUILDER ILJI ATTACH CHANNEL TO CONC. FLOOR W/1/2" CONC. STUB NAILS a I6" O.C. FINISH SLAB NOTE: SHALL COMLY WITH P ASTM C 154 INTERIOR NON-5RCs. WALL SECTION NON-BRS SCALE: lie" = 1'-0" 1/4" CONTINUOUS BEAD OF CAULK BEHIND BUCK — a 4 a � a z Z a 4 = Z = d) ° 'o a e 41 4\ 1 as STUCCO j CAULK P.T. Ix WOOD BUCK TO EXTEND BEYOND INTERIOR FACE OF WINDOW OR SGD, / FRAME - HILT[ NAIL CRS 099-122 a 6" O.C, NOTE: METHOD OF ATTACHMENT AND WATERPROOFING PROCEDURES ARE THE SAME AT POURED CONIC. SILL TYP. WINDOW 4 S SGD-JAMBfbc CBS File a a a, a ° 4 1/2 DRYWALL L CAULK —CORROSIVE RESISTANT "TAPCON" CONC. SCREWS INSTALLED AS SPECIFIED ON WINDOW 1 SG-D. PRODUCT APPROVAL — TYP. ALUM. WINDOW JAMB / SLIDING GLASS DOOR JAMB SCALE: 1'-0" = I APPROVED ROOFING SYSTEM (SEE PRODUCT APPROVAL) G4 APA RATED 40/20 - 19/32" EXPOSURE I, FXTERIR GRADE PLYWD. SHT'GXOPT. OSB) NAIL W/ 8d RING SHANK NAILS 031 x 211/2" NAILS) b" O.C. ALL MEMBERS. WITHIN 5'-0" OF ROOF EDGES NAIL PLYWOOD W/ 8d RING SHANK NAILS 4" O.C., ALL MEMBERS INCLUDING FACIA. ENGINEERED APPROVED WOOD TRUSSES a 24" O.C. 12 ALL TRUSS BRACING TO BE PLACED AS SHOWN ON TRUSS ENGINEERING. 5 GALV. STL. STP.AP AT EA. TRUSS (SEE ANCHORING SCHEDULE) MOISTURE BARRIER (METAL SEAT OR FELT PAPER) R-30 BLOLLN 262a. GALV. INSULATION R-30 MTL. DRIP EDGE BATT INSULATION ® KNEE WALLS R P.T. I x 2 SEE FLOOR PLAN 1 ELEVATIO_NS SIMPSON 410A HURRICANE TIE • EACH TRM (SEE FOR TRUSS BRCS. HEIGHT ANCHORAGE SCI-EDULE ( ROOF FRAMING PLAN FOR UPLIFT P.T. Ix2 FIRESTOP 1 ANCHORAGE) 2x8 FACIA W1 (2) GALV. 16d EACH TRUSS 1/2" SAG RESISTANT DRYWALL 8"x8" CONIC. "U" BLOCK SYSTEM r W/ (U 5 CONTINUOUS a 30" LONG CORNER BARB AT ALL CORNERS. PRECAST CONCRETE LINTEL GIRDER TRUSS (2) 2x HEADER (SEE FRAMING ABOVE WINDOWS 1 DOORS FLAN FOR SIZE, GRADE AND LOCATION) SIMPSON LSTIB W/ (1) Ibd NAILS EA END a CRIPPLE AT SCREEN ENCLOSURE 4 • STUDS ABOVE AREAS SECURE FACIA TO (I) 05 BAR VERT. IN CONC. FILLED 6.YP. DEL TOP PLATE Cf / ` TRUSS TAILS W/ e2) USP RT3 INTERIOR BEARING WALL (2J JACK STUDS U•1 W/ (4) act 031" DIA.) x 1/s" CELL W/ 10" HOOK a "U" BLOCK W/ / (5)5)10dxI15" NAILS INTO (I) FULL HST. STUD / NAILS EA. MEMBER, EA. CLIP (SEE FOUNDATION PLAN FOR WHU TIE THE STUD 1 NTO THE TOP (1000* MIN.) (SCREEN ENCLO. LOCATION) PLATES / EXTEND (V 5 TO NEXT FILLED CELL \ ON SEPARATE PERMIT) SEE FRAMING PLAN FOR (4'-0" MIND. POUR BLOCK SOLID 1/2" GYP. BOARD ON P.T. I x 2 ANCHORAGE / W/ BEAM ABOVE. ♦ FURRING STRIPS a 24" O.C. ♦ (I6" O.C. IN MOISTURE RESISTANT � vartee C_eee elev/ II, 0" 1, \ GYP. BOARD AREAS) WOOD SIDS (SEE FRAMINGY TOP of BONo BEAMKZM -- ,- tw.„, � VARIES OP OF PLAN FOR SITE, GRADE ( (SEE FLOOR PLAN) BEAM �'^ SPACING) SEE FRAMING FLAN FOR TYP. CONIC. U' SIZE, GRADE AND BLOCK BOND BEAMS QUANTITY - / 11 ° (SINGLE OR DOUBLE) \ 5/8" (MIN.) STUCCO �� 81MP'.20N 5P4 OR 5P6 F'L47E ANCHOR W/ ® . , ... 'I ._ .:: • + / I I •; ; •� I ' W/ 10" HOOK ON C.B.S. 8 CONCRETE BLOCK WALL (6) Odxh" NAILS EACH MEMBER, EACH I • - 1 SIDE (8551 MAX. UPLIFT) ` \ � R-4.1 PERFORATED FOIL P.T. BOTTOM PLATE NQiE: iFE TRUSS COM(ECTION ( ° ` ° i ♦ I04 D ON FURRING STRIPS . . HS STRAP MUST BE ON THE SAME ♦ VARIE6 •4 DOWEL IN FILLED CELL (SEE �-- w2 SIDE OF THE TOP PLATE .' 1 j° - / HOLESCUT )INTO (MIN.) ♦ I, „ (SEF OOROF APLAN) y U WOOD BASE N FOR LOCATION) �+ ,•..T ' . 1 I/2" RECESS To �CEIVE J 3"X3"XV4"WASFER BOTTOM OF LINTEL ♦° 1 --fir—� CONCRETE BLOCK 0_ AN(B ON GARAGE STEP) 1 ! l , I `°' Q CONC. SLA5 FOUNDATION PLAN) PRECAST CONCRETE LINTEL BOLTS a 24" O.C. 1 WITHIN 4" OF MULTIPLE STUDS 1 '_ FILLED W/R(I) 5 BACHED R 4OPENING 1,.. ` I I ..� I ', �.� / ' POURED SOLID W/ BOND I t; \ �• " 4 ' { T FINISH FLOOR LINE ------- BEAM ABOVE 4 POURED AFPROX. GRADE + ° CONIC. ARCH BELOW POURED CELL W/ CU 1 BREAK 5"x5" HOLE IN 1 ' t5 CONTINUOUS FROM `\ , ` ,•:�\/\/\/ LOOR TRUSS CONNECTION DETAILS BLOCK WALL / PLACE (U BEAM TO FOOTING \\/\\/\\/\\/\\ (SEE FOUNDATION '�//\//\//\//\//\�� �: // a ° / R BARRR 5 DIAGONAL EA SI//VAPOIE DE PLAN FOR FILLED -� , 1 `•\\/i�\//\\//\\//\/% / SCALE: 1 IR" = I'-0" \ \ \ \ \ \ \ \ \ FILLED CELLS W/ CUR (2) CELL LOCATION) : •I / AN FO \/\/\/\/ / i \/ • • / / ' 1 05 BARS VERTICALS / \/ \/\\/\\ \\ \ _ a \ �9EE FOUNDATION PL DEPENDING MI(oJCGsAPL�) �♦ \ /�//\\\//���\�\\�\\j\\�� \F66 I SIZE AND LOCAT CSEEROOF FI TYPICAL POURED ARCH DETAIL STEP DOWN BEAM DETAIL TYPICAL I -STORY WALL SECTION ARCH-20 SCALE: 1/2 . I'-0" 55-STEP4 .3/�i°=1�-0° SCALE: 3/4" - I'-0" z o Tzz Q Q U U �y q U t` U ^" Q 7 LJO a z z W J M o O M O a_ 5Cd rn � M � M cV aj m fs] o � � w LO CIA ,aCa w U a co =C° v m m CO m U) W O F 0. v O " n twE1l71/ 'D+ �' ♦�ba ..>, IN 7 s i/�} +� TE OF � ...0RI Document Information Project # 60-3037-L Date: 711116 Drawn: TRS Checked: SRW Sheet # of `0 Sheets r 200AMP METER MAIN COMBO DISCONNECT FLORIDA UER ! LIG J 200A a CU, PANEI SOLID OR STRA D "All ® ,I1 YAm BOND0IG TERMINAL 200AMP IPH. 3W, 115/230V FLUSH MOUNTED NEMA 1 (3)04/0 XHHW-AL 02 SOLID OR STRAND CU. GROUIND TO FOUNDATION STEEL 1 5/8" x 8'-0" GALVANIZED GROUND ROD FOUNDATION STEEL ELECTRICAL RISER DIAGRAM N.TA FAULT CURRENT CALCULATIONS ISCA . 21,902 (GIVEN BY FP/L) IP LINE TO LINE (L-L) FAULTS ON 2 x L x l 2 x 40' x 21,902 10, CENTER - TAPPED I • FL-L = • 1.8601 TRANSFORMERS C x EL - L 5,000 x 240 10 LINE TO NEUTRAL (L-N) FAULTS ON 2 x L x 1 11.5 2 x 40' x 21,902 x IS 10, CENTER - TAPPED FL-N 2.1902 TRANSFORMERS C x EL - L 5000 x 240 ML-L = I + IB601 • 3496 M I + 12 ML-N = 1 = 2638 1 + 2.-IW2 ISCA (L TO L) • 3496 x 21,902 = 9,654 AMPS ISCA (L TO N) • 2638 x 21,902 • 1,360 AMPS SERVICE: 120/240 I -PH 3W MAIN BUS: 200 AMP MOUNTING: NEUTRAL: FULL POLES: 42 ELECTRICAL PANEL SCHEDULE 11/411 MAINS: 200A main breaker TYPE: A.LC.: 10,000 WIRE SIZE POLE/BREAKER .LOAD USE I&E LOAD POLE/BREAKER WIRE SIZE 010 2P/30A (4.0 KW) A/C SYS. CONDENSER 1 1 2 A.HL. / HEAT STRIP 01 (15 KW) 2P/45A "6 (4.0 kw a 100%) 3 4 (1D, kw a 100%) "12 IP/20A GARAGE/LAUNDRY/BATH 0 5 6 BEDROOM "2 IP/15A "14 12 IP/20A BEDROOM 3 1 8 BEDROOM 04/BATH 3 IP/15A 14 % 2P/50A 12.0 KW RANGE a 10 WA5H@R 15 KW IP/20A 012 11 12 MICROWAVE 12 KW IP/20A 12 12 2P/20A Ll KW DISHWASHER/DISPOSAL 13 1 14 REFRIGERATOR 12 KW IP/20A 12 15 16 SMALL APPLIANCES 1.5 KW IP/20A 012 12 - IP/20A GFI 0.9 KW GAR DR OPENER (M EACH) Il 18 SMALL APPLIANCES 15 KW IP/20A 012 12 IP/20A GARAGE/EXT CFI 19 20 COY. PORCHrtNOOK/FAMIL IP/I5A 14 0I4 IP/15A KITCHEN/LIVING/SMOKE DET. 21 22 LIVING/MASTER 81117E I IP/15A 014 12 IP/20A BATH G.F.I. REC'S. 23 24 ASTER STE./MASTER BATH IPA5A 14 14 IPADAT MASTER BATH/STUDY 25 26 STUDY/FOYER/DINING IP/15A 14 10 2P/30A (4 KW) A/C SYS. CONDENSER 02 21 28 A.H.U. / HEAT STRIP 02 (15 KW) 2P/45A "6 (40 kw a 100%) 29 30 (15 kw a 100%) SPARE 31 32 SPARE 10 2P/25A 45 KW WATER HEATER 33 34 OPT. WHIRLPOOL PUMP GFCI Ib KW IP/20A 12 35 36 DRYER 5.0 KW 2P/30A 10 12 2Pd0A I2 KW IRRIGATION PUMP 31 30 39 40 SPARE SPARE 41 42 SPARE 203 KW 285 KW GENERAL LIGHTING CALC. FOR 3006SF. x 3 WATTS/SO. FT. = 0-1 (22) HI -HATS a 0.07 kw Ib KW (1) CLG. FANS a 0.15 kw . 1.1 KW (4) EXH. FANS a 0.08 kw 0.4 KW TOTAL: 12.2 KW TOTAL CONNECTED LOAD: 203 +285 + 122 • 61.0 KW (PANEL "A") (A/C a 100%) -15.0 KW TOTAL WITHOUT A/C LOAD: 460 KW ELECTRICAL PANEL CALCULATION (PER SECTION 220,40 NE.C.) A.H.U. / HEAT STRIP • 15.0 KW FIRST 10.0 KW a 100% • 10.0KW REMAINDER a 4051 (36.0 x .40) 14A KUU - TOTAL COMPUTED LOAD 3SA KW KW'S x 1000 W = 1642 AMPS PROVIDE 200 AMP SERVICE 240 VOLTS (3)04/0 XHHW-AL W/ (1) % THNN-CU IN 2" CONDUIT ELECTRICAL SYMBOLS LEC*70 .2 I -WAY SWITCH 7 HANGING LIGHT FIXTURE 1j11 IIOV DUPLEX OUTLETS 3-WAY SWITCH WALL MOUNT LIGHT FIXTURE VL 110v UNDERCOUNTER OUTLET �4 4-WAY SWITCH GPI I N RECESSED LIGHT FIXTURE IIOV GFI DUPLEX OUTLET D DIMMER SWITCH NIP 110v GFI/WP DUPLEX OUTLET ` EYE BALL RECESSED LIGHT VR RHEOSTAT SWITCH �{ SWITCHED 110V DUPLEX OUTLET vf- VAPOR PROOF RECESSED pTv T Tv OUTLET ` V FIXTURE FIXTU ,N, ® 110V QUADRAPL.EX OUTLET PH n FLOOD LIGHT ,I. PHONE OUTLET V lV AT 110V SINGLE OUTLET - DEDICATED WF44 i WALL PHONE OUTLET F•---i FLUORESCENT FIXTURE ,FL tU SWITCHED 110v OUTLET p T DEDICATED DATA LINE 1..44 H14 -1 TRACK LIGHTING 230V OUTLET —0 ro LOW VOLT. PUSH BUTTON 230V HARD WIRE CONNECTION CEILING FAN OUTLET —005 LOW VOLT. DOOR BELL 110V FLOOR OUTLET OODO CHIMES ® EXHAUST FAN IIOV GARAGE OPENER OUTLET ELECTRIC METER EXHAUST FAN W/ LIGHT SD O 110v SMOKE DETECTOR 0 ELECTRIC PANEL GARAGE DOOR OPENER SD/CMD II0V SMOKE /CARBON MONIXIDE O DETECTOR COMBO 17-11 DISCONNECT SWITCH Q IIOV JUNCTION BOX SD IIOV SMOKE DETECTOR WALL FO MOUNT ®t TIME CLOCK ® CENTRALVAOJUM OUTLET IT ON SD/CMD IIOV SMOKE /CARBON MCNIXIDE • i'O DETECTOR COMBO WALL MOUNT IC INTERCOM LOCATION p O EhERi LK.Ni EXIT LIGHT COAXIAL TO FTTP CUP — CTRIC4 - ----- ---- ---- --�--. -- - ---------------------- 0 A20' / W Y ERED \ A20 I C/ `J liLqGN, A20 OUTLET II / I / A22 � I I SCALE: 1/4" . File Copy A19 WP/GFI 0 x � v � U O Q a a a M o U O zO o V y W � c W Or ":v 4 co M N CO �D O O O t\ U v M o m U O � v � w Dy O G J 29 On �� 3 QF t 00 FLp�� Document Information Project#: 60.3037-L Date: 711116 Drawn: TRS Checked: SRW sheer 4 of T Ishects i File Copy PROJECT #: LOT: 196 LH-3037-MV AHU # 2 MOUNTING DETAIL SCALE: N.T.S. sO\\ CU MOUNTING DETAIL SCALE: N.T.S. AHU # 1 MOUNTING DETAIL SCALE: N.T.S. EXHAUST FAN SCHEDULE #1 180 CFM w/4" T-FIN-V.T.O. 4" MIN. 4" MIN. PROVIDE 4" MINIMUM CLEARANCE AROUND THE PERIMETER OF ALL AHU UNITS DUCTWORK - FLEXIBLE R-FACTOR - 6 NOTE: DUCTWORK TRUNK LINE AND DROP LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATIONS SYSTEM # 1 & # 2 BRAND - LENNOX: 2.5 TON CU AHU MODEL: 14HPX-030 CBX25UH-030 DIMENSIONS - H X W X D 37" X 25" X 25" 43" X 18.5" X 22" MCA 17.1 MAX FUSE (AMPS) 25 50 HEAT STRIP (KW) N/A 8 REF. LINE SIZE- ("O.D.) SUCTION 3/4 REF. LINE SIZE- (" O.D.) LIQUID 3/8 SEER: 14.0 HSPF: 8.2 SENSIBLE BTU'S: 21,000 LATENT BTU'S: 7,200 TOTAL BTU'S: 128,200 1. REFRIGERANT LINES w/1/2" T-CELL INSULATION THRU ATTIC SECURED TO WALL w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SCH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLETS TO BE MINIMUM 12" OFF SLAB 3. AUXILLARY FLOAT SWITCHES ON AHU'S CONDENSA TO W11 CU#2 W 0 1.4 W Q 0 C J 0 cyD 0) �M 0 lY w ^ O Z L :;: 01 m N N C1 O .d d' 30Ln0) 1�v oo E _ z Ln000 n ILF I., REVISIONS NO. I DESC. I DATI DRAWN BY: DL/GM/E CHECKED BY: I DATE: 06-24— THE DESIGN PLAN & SPECIF CATIONS SUBMITTED HERE % ARE THE SOLE PROPERTY 0 LINDSTROM AIR CONDITIONINI INC. & ARE NOT TO BE REP ODUCED WITHOUT THE WRIT1 PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FO THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONIN, INC. IN THE CONSTRUCTION DESIGNED SYSTEMS. LINDSTROM A/C DESIGNS UNDER — F.S. 489 & F.S. SHEET TITLE: MECHANICAL PLAN SHEET NO.: mmi