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HomeMy WebLinkAboutApproved PlansFile Copy ABBREVIATIONS FLOOR PLAN NOTES A8 ANCHOR BOLT LAV LAVATORY ABV ABOVE LG, LONG I. NATURAL vENTILATION: AP 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.C. MEDICINE CABINET 2. SAFETY GLAZING BP. BI PA55 MECH MECHANICAL BLK BLOCK M.RH. MEAN ROOF HEIGHT ALL GLAZING IN SLIDING AND SWINGING DOM, INCLUDING SHOWER AND TUB BRKFST BREAKFAST MTL METAL ENCLOSURES, TO BE SAFETY GLAZED AS PER 2014 F.B.C. R308.4. 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.BC. R308A (2) ALL GLAZING WITHIN 24" OF AND BM BEAM MICRO. MICROWAVE PARALLEL TO A DOOR SHALL BE TEMPERED 5%G BEARING MIN MINIMUM SOT. 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 086C OBSCURE CLG. CEILING STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE PROVIDED CAD. OVER HEAD DOOR AT ALL OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT _ CLO CLOSET OC ON CENTER DOORS AND WINDOWS. 4 CLR CLEAR OFF OPPOSITE CMU CONCRETE MASONRY UNITS F.I.P. POUNDS PER LINEAR FOOT 5- ROUGH OPENINGS COL. COLUMN _ CONIC, CONCRETE PSF. POUNDS PER SQUARE FOOT VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S - PS.I. POUNDS PER SQUARE INCH PRODUCT SPECIFICATIONS. CONN CONNECTION C5MT. CASEMENT P.T. PRESSURE TREATED 6. EGRESS WINDOWS CTR CENTER PART'N PARTITION DBL. DOUBLE PH FHONE EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF DF PCT. POCKET TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH " 20 DRINKING FOUNTAIN FL PROPERTY LINE WIDE, AND MIN. NET AREA OF 5.1 SF. FOR 2nd FLOOR WINDOWS AND 5.0 SF. FOR let DIA DIAMETER PLYWOOD FLOOR WINDOWS. THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE DISP. DISPOSAL NL FLOOR LATCH AT 54" APP. MAX - PNL PANEL DP DESIGN PRESSURE R RADIUS 1. INTERIOR NON -BEARING WALLS DR DOOR REF REFIGER4TOR DW DI6H WASHER REINF REINFORCE, REINFORCED 25ga, 3" STL. STUD5 a 24" O.C. (16" OC. a AREAS RECEIVING TILE) W/ 1/2" GYPSUM EA EACH REQ REQUIRED BOARD ON BOTH SIDES. (TYPICAL) E.E. EJ EACH END EXPANSION JOINT RM ROOM B. BATHTUB AND SHOWER SPACES ELEC. ELECTRICAL R0. ROUGH OPENING. S.C. SOLID CORE BATHTUB 4 SHOWER FLOORS 4 WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER ELEV, ELEVATION SCHED SCHEDULE HEADS 4 IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH AN IMPERVIOUS, EMER EMERGENCY 6GD. SLIDING GLASS DOOR NON -CORROSIVE, NON -ABSORBENT 4 WATERPROOF MATERIAL. MOISTURE RESISTANT ENCL ENCLOSURE BACKING BOARD REQUIRED UNDER IMPERVIOUS WALL AREAS IN BATH TUB 4 EQ EQUAL 5F SQUARE FOOT SHOWER SPACES, SUCH WALL SURFACES SHALL EXTEND NOT LESS THAN 6'-0" EA EACH SIDE SH SIN15LE HUNG ABOVE THE ROOM FLOOR LEVEL 4 NOT LESS THAN 10" ABOVE THE COMPARTMENT SH SHELF FLOOR AT THE DRAIN. ESP ELECTO STATIC PAINT EW EACH WAY SHWR SHOWER9, GARAGE SEPARATION FROM DWELLING UNIT - EXT.. EXTERIOR 6FEC SPECIFICATION EXT'G EXISTING SMS SHEET METAL SCREWS GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ITS ATTIC AREA BY 50 SQUARE MEANS OF A MINIMUM 1/2" GYPSUM BOARD AFFLIED TO THE GARAGE SIDE EXP EXPANSION F.B.C. FLORIDA BUILDING CODE SS STAINLE66 STEEL 10. GARAGE CEILING BENEATH HABITABLE ROOMS FDN FOUNDATION ST, STIRRUPS FIN PL. FINISH FLOOR 6TD STANDARD 5/6" TYPE "X" GYPSUM BOARD FOR GARAGE CEILINGS BENEATH HABITABLE ROOMS FLUOR FLUORESCENT STL. STEEL SHALL BE FASTENED AT MAX, 6" O.C. W/ MIN. ITS" 6d COATED NAILS OR EQUIVALENT SW SWITCH DRYWALL SCREWS. FO FLOOR OUTLET _ PR FIRE RACED SYM SYMMETRICAL II. GARAGE DUCTS PR DR FRENCH DOOR TEMP. TEMPERED FRAM'G FRAMING TB. THROUGH BOLT DUCTS IN THE GARAGE 4 DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING FT FOOT OR FEET 7.511 TIE BEAM THE DWELLING UNIT FROM THE GARAGE SHALL BE MIN. AS' SHEET METAL 4 SHALL PURR FURRING TNK ?HICK HAVE NO OPENINGS INTO THE GARAGE. G.T. GIRDER TRUSS T 4 G TONGUE 4 GROOVE 12. EXTERIOR OPENINGS GA. GAUGE T05 TOP OF BEM? GALV. GALVANIZED TABB. TOP OF BOND BEAM NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED GFI GROUND FAULT INTERRUPT TOPL TOP OF WOOD PLATE FROM ADJACENT BUILDING BY A DISTANCE OF LESS THAN V-0". GL. GLASS T.O.TB. TOP OF TIE BEAM 13. PLYUJOOD BACKING - GND. GROUND TPN TOILET PAPER HOLDER GYP GYPSUM TYR TYPICAL PROVIDE 12" HORIZONTAL PLYWOOD BACKING IN KITCHEN W/ TOP 0 35" AFF. 4 TOP GYP, Bp. GYPSUM WALLBOARD UN.O. UNLESS NOTED OTHERWISE a 8 -0 AFF. 4 IN BATHROOM VANITY AREAS W/ TOP a Boll AFF. OR AS REQUIRED FOR CABINET ATTACHMENT - HISHOSE BIBS UL UNDERWRITERS LABORATORIES HC HOLLOW CORE VERT VERTICAL 14, GLASS BLOCK HGT. HEIGHT V.I.P. VERIFY IN FIELD ALL GLA65 BLOCK ON ZERO LOT LINE 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 COND. WH WATEWEATER THAN 450 HV14Z HIGH VELOCITY HURRICANE ZONE WIN WASHING MACHINE lb. FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEXES I ID INSIDE DIMENSION W/O WITHOUT INSUL INSULATION WP WATERPROOF INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF 450 INT. INTERIOR WFH WALL PHONE LAM, LAMINATE MOT WAINSCOT Wt WEIGHT ELECTRICAL SYMBOLS LEGEND -1�- HANGING LIGHT FIXTURE ,�{, lly 1-WAY SWITCH 110V DUPLEX OUTLET VL 3 3-WAY SWITCH WALL MOUNT LIGHT FIXTURE 110v UNDERGOUNTER OUTLET dCFI �d 4-WAY SWITCH \ \ V RECESSED LIGHT FIXTURE LLV 110v GFI DUPLEX OUTLET WF` �D DIMMER SWITCH \ EYE BALL RECESSED LIGHT ""O¢I 110V GFI/UN' DUPLEX OUTLET R \ l RHEOSTAT SWITCH V � VP VAPOR PROOF RECESSED \ lU SWITCHED 110V DUPLEX OUTLET TV TV OUTLET V LIGHT FIXTURE 110V QUADRAPLEX OUTLET PH Kn V. FLOODLIGHT (b PHONE OUTLET 110V OUTLET lV SINGLE -DEDICATED LUNOH F --- i FLUORESCENT FIXTURE i WALL PHONE OUTLET SWITCHED 110v OUTLET F4-1-1.1-�+H TRACK LIGHTING �7 Y DEDICATED DATA LINE '-' " 230V OUTLET -❑ A LOW VOLT. PUSH BUTTON 230V HARD WIRE CONNECTION CEILING FAN OUTLET --El De LOW VOLT. DOOR BELL No \ O° 110v FLOOR OUTLET OCOO CHIMES ® EXHAUST FAN 110V GARAGE OPENER OUTLET EXHAUST PAN W/ LIGHT SD ELECTRIC METER Q 110V SMOKE DETECTOR 0 ELECTRIC PANEL ?C� GARAGE DOOR OPENER BD/CMD 110V SMOKE /CARBON MONIXIDE O DETECTOR COMBO FLI DISCONNECT SWITCH 0 IIOV JUNCTION BOX SD 110V SMOKE DETECTOR WALL fO MOUNT 0 TIME CLOCK © CENTRAL VACUUM OUTLET LOCATION SD/CMD U0V SMOKE /CARBON MONIXIDE IV IO DETECTOR COMBO WALL MOUNT __0• INTERCOM LOCATION EMERG. LIGHT EXIT LIGHT STRUCTURAL NOTES THIS PLAN COMPLIES WITH THE REQUIREMENTS OF ACI. 530-11 / AS.C.E, 5-11 FOR THE DESIGN OF MASONRY STRUCTURES. THIS PLAN 15 DESIGNED USING THE WIND LOAD PROVISIONS OF A.S.CE, 1-10 REINFORCED MASONRY NOTES I. DESIGN OF THE REINFORCED MASONRY 15 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,.F'm = SOO 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 A5TM C 1314 AT THE BEGINNING OF. THE PROJECT AND A7 EVERY 5000 SF OF WALL AREA. 4. GROUT FOR FILLED CELLS SHALL BE 3000 pet (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 8" 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 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 411, STEEL TO BE LAPPED 48 BAR DIAMETERS MINIMUM AND HOOKED INTO BEAMS 101 MINIMUM. 6. CLEANOUT5 SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT FOR INSPECTION. T 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 e" DEEP MIN.) AND EPDXIED IN PLACE WITH "U5 ANCHOR ULTRABCND EPDXY" 9. 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 AL50 BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION. CONCRETE NOTES I. ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3p00 PS.I. IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, MAXIMUM SIZE e4". CONCRETE SLUMP 5" MINIMUM TO 6" MAXIMUM. CONCRETE MIX FOR FILLED CELLS 4 BEAMS 70 BE 3000 F.S.I. PEA ROCK FUMP MIX WITH 6"-T' SLUMP, OR 2,500 P.5.1. MIN, CELL FILL MIX W/ 8" - 11" SLUMP. 2,500 P.5.1. FOR SLABS ON GRADE 4 FOUNDATIONS, 2, MINIMUM CONCRETE COVER FOR REINFORCING BARS: STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST WIL) 3" SLABS ( CAST AGAINST SOIL 1 I/1" SLABS (ABOVE GRADE LEVEL) 3/4" BEAMS AND COLUMNS 1 1/2" 3. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL MEETING AS.TM. ASS, 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. 318-08)1. 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 5 x V-0" (30" EA. WAY) UNLESS OTHERWISE NOTED. FOUNDATION PLAN NOTES: I. SLAB ON GRADE: 4" THICK 2500 Pei CONCRETE SLAB WITH W "/w1.4 x wl4 (WELDED WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1/3 OF SLAB SUPPORTED V-W ON CENTER MAX. ON 6-MIL. VAPOR BARRIER ON CLEAN 95 % COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING CAPACITY 15 2500 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2500 PSF MIN. BY. AN ARCHITECT OR A PROFESSIONAL ENGINEER 2. COMER BARS: THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING CORNER 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 5" HOLE BETWEEN WALLS e 24" O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS FRAMING PLAN NOTES I. THE PROOF FRAMING PLAN SHOWS LOCATION t DIRECTION OF ALL ROOF MEMBERS (TRUSSES AND GIRDERS). 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 BARE TOP 4 (2) 5 BARS BOTTOM UNLESS OTHERWISE NOTED ON PLANS. 3. AT ALL PVRED CDNCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM STE L 18" INTO POURED BEAMS 4, ANY OF THE SPECIFICALLY 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) PAT HEM -FIR "2 UNLESS NOTED OTHERWISE ON PLAN 1. �2 N S.Y.P. MAY BE SUBSTITUTED ANYUIHERE HEM -FIR 16 SPECIFIED 8. PROVIDE FILLED CELLS 9 MINIMUM 6" ABOVE 4 6" BELOW ALL EXPANSION BOLT LOCATIONS IN C.B.S. WALLS (TYPICAL) S. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE .DRAINS ABOVE. COORDINATE W/ ARCHITECTURAL PLANS 10. PROVIDE U2" GYPSUM WALLBOARD DRAFT -STOP TIGHT -FITTED FROM CEILING TO DECK ABOVE IN FLOOR SYSTEM ALLOWING NO INDIVIDUAL AREAS GREATER THAN 1000 SF. ELECTRICAL PLAN NOTES 1. SMOKE DETECTORS SHALL BE INTERCONNECTED 50 THAT THE ACTUATION OF ONE ALARM WILL ACTIVATEALL 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 1103 4 U021. 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 125 VOLT 15 4 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT AS PER NEC 406.11 1. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250.94, NFPA 10 2011 S. GARAGE DOOR OPENER TO BE GFI PROTECTED BY A GFI BREAKER IC, IN ALL AREAS SPECIFIED IN 21052 ALL NON LOCKING 125 VOLT 15 4 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT AS PER NIFPA 10 2011 406.12 II, FBC-R 404.1 LIGHTING EQUIPMENT (MANDATORY), A MINIMUM OF 15% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE NIGH -EFFICIENCY LAMPS. 12. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED F5C-R402.45 13. LUMINARIE5 IN CLOTHES CLOSETS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE NEC 410,16 (A) AND (B). 14. PROVIDE AN INTERSYSTEM BONDING TERMINAL AT THE GROUNDING ELECTRODE CONDUCTOR NEC 250.94 PLAN REFERENCE SYMBOLS I S-2 N NORTH ARROW 1 DETAIL REFERENCE L , . _ .. _ , . SECTION REFERENCE WINDOW SIZE EXTERIOR OPENING REFERENCE NOTES UIND LOAD CALCULATION ELEV.- ELEV _ ELEVATION HEIGHT NOTE REFERENCE BUILDING LOCATION REFERENCE MARK M23 FOOTING MARK 1-2 BOND BEAM MARK 16210/1-F O TRUSS/ANCHORAGE CONNECTOR LABEL CI COLUMN LABEL Q LEDGER LABEL QPLAN REVISION LABEL INTERIOR ELEVATION LABEL 0 1 2 3 SCALGRAPHIC SCALE GROUT FILL CELL IN CMU. SEE FOUNDATION FOR STL, GROAT FILL CELL IN CMU. SEE FOUNDATION FOR STL. CONC COLUMN, SEE FOUNDATION PLAN FOR STL. NON BEARING FRAME WALL BEARING FRAME WALL SOFFIT LING ABOVE SOFFIT IN FROFILE 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 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 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 WOW 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 SHOW ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE WOW, EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION 18 SHOWN. 1. BUILDER 15 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, DOOR5, 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 CUT THE EXPRESS WRITTEN CONSENT OF WALSH ENGINEERING INC. H. 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.C. P21M 2, ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2101.1 FB,C. 3. .DISPOSITION OF RAIN WATER SHALL COMPLY WITH FBA, PLUMBING CODE CHAPTER 11. 4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF 10' FROM AN ADJOINING LOT LINE 4 IV ABOVE GRADE PER FB.0 P31036 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE BUILDING. 6.. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH F.5L, P6013.1 1. W.H. P. 4 T. VALVE 4 LINE SHALL COMPLY WITH F.B.C. P504b TABLE P29032 MAXIMUM FLOW RATES AND CONSUMPTIONS FOR PLUMBING FIXiURES, FIXIUIRE FITTINGS, AND APPLIANCES PLUMBING FIXTURE OR FIXTURE FITTING PLUMBING FIXTUFM OR FIXTURE FITTING LAVATORY FAUCET 22 GPM AT GO PSI SHOUTER HEAD' 25 GPM AT 80 PSI SINK FAUCET 21 GPM AT 80 PSI WATER CLOSET 1.6 GPM AT 60 P51 D15HWASHER 65 GALLONS PER CYCLE OR LESS (ENERGY STARNUATER SENSE CERTIFIED)` WASHING MACHINE WATER FACTOR OF 8 OR LOWER (ENERGY STAR4UATER -SENSE CERTIFIED)` FOR 51: 1 GALLON PER MINUTE = 3185 L/M I POUND PER SQUARE INCH = I kPa a. A HANDHELD 9140WER 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, I, SHOWER CONTROL VALVES 5HALL COMPLY WITH P21083 FBC-R 2. FIXTURE FLOW RATES SHALL COMPLY TABLE 2903.2 FBC-R 3. PROVIDE THERMAL. EXPANSION CONTROL AT WATER HEATER TO COMPLY W/ P2903,4 TERMITE TREATMENT REQUIRED ;NCgLEO FASTENERS OR ATTACHMENT' ARE THE RES'PONSIBILn OF THE CONTRACTOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 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 t ASSUMPTIONS CODE EDITION: 912014 FLORIDA BUILDING CODE OASCE 1-10 (EXPOSURE CONDITION, INDICATE C ) CONSTRUCTION TYPE: V B OCCUPANCY CLASSIFICATION: R-3 BUILDING DESIGNED AS - PARTIALLY ENCLOSED EIENCLOSED ❑ OPEN ❑ TESTED (WIND TUNNEL) BUILDING HEIGHT: 91<_ 60Ft. ( ASCE 1-10 ) ❑ a 6OFt. (MUST USE ASCE 1) MEAN ROOF HEIGHT: 16'-O" MAX. (FOR LOUT RISE BLDG. WITH SLOPED ROOFS) RISK FACTOR II (DETERMINED BY BUILDING USE/ OCCUPANCY, REFER TO ASCE 1-10 TABLE IB-I) INT€@NAL PRESSURE COEFFICIENT, t.15 (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 110 Vu1t 132 Ve=d BASIC VELOCITY PRESSURE 32.45 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 10 FFSF TOTAL SOIL BEARING CAPACITY 2500 PSF REvIEWED FOR SHEAR WALL REQUIREMENTS ® YES ❑ NO IMPACT PROTECTION REQUIRED 61 YES ❑ NO CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA WEATHERING - NEGLIGIBLE TERMITE - VERY HIGH DRAWING INDEX CS COVER SHEET I FLOOR PLAN 2C EXTERIOR ELEVATIONS A WITH STONE 3 FOUNDATION PLAN 4A ROOF FRAMING PLAN A 5 SECTIONS AND DETAILS 6 TYPICAL SECTIONS AND DETAILS ELECTRICAL PLAN HESE PLANS AND AbL IDRUPOSED WOfi;i ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT r MAYBE NECESSARY, iN ORDER TO . COMP4y VMH ALL- PPLiCABLE CODES. 1903 - U5 Off UT I F'('(x- �(`I -Z T^,' +tT'n Tl wig. tlaTa7SiCl1' obi IidA _� 41", n�II' `,L% cmUtl DATE P A'NS A-NITMUST NE KEPT ON JO. On NO L'NSPECTIO`v ♦b LL tE `,t 11R. 1111//j 4�Q NSF'.y°. L � ACE OF O R� �IONP MAR 0 6 20174'41Id��`�� Lo qf, z z W J M N lN^ I� IJ-I O r/i O Tj N `03 O O U 114 �� i` I . • Document Infonnation Project#: MW-2369-L Date: 5/6/2016 Drawn: SQ Checked: SRW File Collg EXTERIOR WINDOW t DOOR SCHEDULE ' S/5" 1'-0 l/8" 3'-I 3/4" 7-0" 6'-2 3/4" 3'-4" 18'-I" 2'-1 5/8" 6'-2 3/4" 2'-1 5/8" 25 a. 35/s " STL. STUDS CERAMIC TILE ON OPENING 9 ° 1/4" OURAROCK BLOCK CONSTRUCTION �O — lix ® Ib"fA OVER 1/2" PLYWD. DESIGNATION MASONRY OPENING WINDOUJ / IMPACT SHUttEREDELEV. A E B DOOR CODE WIDTH HEIGHT Y/N Y/N REMARKS2726SQ TUB W+ILONG. PAVERS - 5 .353 P C 1 1 (2) V-0"x8 -0" SOLID CORE - 18" x 96" Y N EGRESS ILI34$ f K/ m �pN SANDl2) 255H FILLS UNDER 2,3,4 FIXED GLASS 38" x 24" TUB 39$ +36.6 FOAMXPANDING a 5, 13, 14 12 SH 15 1/8" x 26' N Y O 6, 12, 15 25 SH 31" x 63" N Y WYERED PORCH a FINISH FLOOR EGRESS 20'-2" x II (n _ Ca 1, 16, 1 25 SH 31" x 63" N Y 10'-0" CLG. 9 0 -0 CLG. J m 9 a; 8 (2) 25 SH N Y a BEDROOM B 'G'_ A TUBE MULLION 14 x 63' m I0'-0" CLG. - N Y � (:)TUB DECK DETAIL a 8'_0"x8'_0" SGD. %" x N Y n 3 5/8" SCALE: I" I'-0" 10 26 SH 3l" x 12" N Y 26 SH 1 TUBE)MULLION 1d�� x 12N Y _ 0 9Mel aSCse� O 36.e l3.1 C @'_i 3/8" 18 IW-0"xT-0" CAD. 192" x 84" Y N - 0 1g 36 SH 53 1/W x 12" N Y 0 v G1 "� 75 5H m ry �2x4TOP PLATE FIELD VERIFY ALL MASONRY OPENINGS t ROUGH OPENING DIMENSIONS WITH MANUFACTURES SPECIFICATIONS, N 4'-1 IT.I'-II 5/8" • FOR DESIGN PRE55URES, SEE ARCHITECTURAL FLOOR PLAN ADJACENT TO EA. WINDOW t DOOR _ 12" PLYWOOD .BACKING I KITCHEN 3 5/8" 10'-0'' CLG. 3%''I MTL. STUDS P.T. 2x4 PLATE } Q I Q GFEAT H� 1 CR wITE /l .� MIRK. CA(�'I)' 8 CA IN T 12&w �-1 3.4 DBL. SINK O I0'-8' COFFER CLG. _ l`-'yl � W/ DISP. o `0 IOp-0" CLG. 0 �— S E SECTION — SCALE: 1/2" = 1'-0" 2'9x8'0 i II D1U� �� r a I ro O N 'V a 10'-0" CLG. a N rl ANTRY ��8'O 03 GR m I� 126H b'-10 3/8" 3'-9" 21/2" 3'-1" 4'-10 3/4" 12'-10 1/6" 2'-5 5/8" r IS •383 P 12' AM - _ 2'-9 3/4" 3'-g" SHAMPOO `r I_ _ NICHE s n 15"�15„ 48"AFF. vX MIN. MIN. --' r --1 2' VARIES 9 -10 I/8" ®'-2 5/8" r ' aJ (SEE FLOOR PLAN) A U = y c m I 2n Z'6x8'0 ;p 101_0" CLG. I I iq �G 8ii V-2 1/8" L6'-1 1/8" i'-4" 6'-3 3/8" 4'--8 1/4" 2'8x8'0 5'0x8'O ro BF xIc I� a 1 5/8" b'-10 3/8" 3'-1" 2' 5 I/8" 4'-I 5/8" 10'-1 1/8" 3/41p — 3'-8 5/8" '= 5'-6 I/4" v 4x ' m 2IaO c INTERIOR ELEVATION - BF m i im I SCALE: 1/4" P ��G/'��/�p I� WI C• rax8'm 2'4x8' r J o p�����•�— — — J �•'�••••"�' 10'L� I — — — — — @ I26H BEDROOM +3 o r 0'-m" CLG. 5 15 .383 °y 10'-0" CLG. 0- C G. — - cEnoM Y ,� V-0 3/4" 2'-4 3/4" a �� Z r m 75a I 1= - - 15 EGREB w m in 0.331.m I I— I (7B'®'k8'0' SOLID DCOR u J 31.6 +34.4 C 12"xlb" MC - Z fT -1 SHAMPOO p p pop p o. p o /m NICHE 9/�Q•��p D I O 3'-I 1/4" v 41 AFF, Mil" Lr� y O BATH Ll Im J _. _ J p p ® -m" 0 cLG. " 4F P-I O o � But o .J OCLG. pp C O O • 00 2' 2 1/8" 4'-6" 2'-3" O O p p 10 CW/H _ oo _ p o \ / 2'Sx8'OXI3/p" SOLID CORE _ %6H ? Op o - —' — O o DOOR W/ 2°x4" RABBETED m 3�9.1 +35$ `" •oo O X JAMB AND AUTOMATIC _ _ _ o rrTT R-13 INSULATION CLOSER � O O h""I 3 CONC. PAVERS ON SAND r„ �• 1. 3'-1 3/4" rT 5'-8 3/8" g'-5 5/8" 2'-0" 4'_V' 5'-0" 4'-3" 1-�1 2 1 013 zkz m' 4 2 m' 13 ea-3 13 •383 13 +383 P rGARAGE r I0'-0" CLG, M N II mN W aLO M o I81'O x160' +a�y� X Q' I 35S 323 P Q k U ct to rN I Q O m N C) Cn * MLO si v y Q w 16 25 SH I I 25 6N 8.1+31.m 03+31.0P O 4'-113/4 3'-13/4" 5'-I" 3'-13/4" 4'-11311 21'-4" 4REA CALCULATIONS Document Information Project#: MW-2369-L LIVING: 23613 SF Date: 5/6/2016 ,,��111t1111�1' Drawn: SD GARAGE: 53D SF FIRST FLOOR FLAN,�,,��EN R. ,, Checked: SRW COVERED PORCH: ISC SF COVERED ENTRY: 41 SF SCALE: 114" • r-o" �*, �� N 3915 P # TOTAL: 312h SF ; Sheet � TE OF r u -<OR\p cA: MA R 0s 20�� •��s�S,S�ONAL� %N of 8 Shects Tom. rile . , ELEV.. 15'-4 `t" • TOP OF BOND BEAM .�ELEV:= 10'-0" Y 70P OF BOND BEA ELEV.- 0'-0" 48.1 3�.0 i t � on Y a I■■■ ■■■ = I■■■ M ■■■I■■■ IC�I 1L I'I 75 5H 033'1.0 FRONT ELEVAT i • . , DECORATIVE POLYSTYRENE FOAM OIJTLOOKERS W/ WOOD GRAIN FINISH 10 i •� � m I \ N A TRIM DETAIL 2,4 SCALE: 1 1/2"" = I'-0" 19 � 6H 39.1 35$ P 5 .ELEv.= 4" Y TOP OF BOND BEAM•— . —.— .—.--- .—.—.— 00 ELEv.= 10' �+' 1OP OF BOND E A .�ELE V.= 10'-01, Y TOP OF B6ND BEN ELEV.= 0-0" 1/4" = 1'-0" � � m 513 383 G !2) 25SH G e�pI/1� 168H II 1) 268H 1�1 15 SH 38S .35.3 P 36.933.E 39B 36bP 38.1 34.8 P 8.1 331L0 REAR ELEVATION SCALE: 1/4" = 1'-0" 12 4'.0" 125H 25SH 25SH ��ILLIJ EGRESS I ul — — — — . — . — — . — — . _ . — . _ . — _.. _ . — — . — . — . — . _ . _ . — — . — — . — . — — — . — — _ — — . _ _ — _ _ 4 32 �2 �' 1,5 383 P 6 15 5N y 15 SH — — 33'1.0 0331.0 RIGHT SIDE ELEVATION SCALE: 1/4" . I'-0" 4'-0" 12SH 125H 25SH EGRESS ELEV.- 0'-0" - — — — — — — — — — — — - — — — — — — — — — — — - — — — — — - — — — - — - — — — — — — — — — — — — — — — — — — — - — — - — - — — — — — — — — — 13 128H 14 126H 15 15 5H 1.5 883 1.5 ,383 P 03,3�.0 P LEFT SIDE ELEVATION SCALE: 1/4" s f P N E N R , 1ly�'. 33915 z ATE OF r MAR 0 6 2017 NAL`,,�s a •.. le. tE,,`�> 0 x U O A ttl A LO a z z W J (V N eMN n c� N P. 0 n fir U G 0.1 o m N m �r%ma 0 ap Document Information Project#: MW-2369-L Date: 5/6/2016 Drawn: SO Checked: SRW Sheet # 2@ of Sheets File Conv r GARAGE DOOR SLOPE FIRST PAVER - BRICK PAVERS SEE FOUNDATION PLAN FOR i FOOTING SIZE FOOTING DETAIL 0 GARAGE DOOR OPENING SCALE: 3/4'' = 1'-0' GATE VALVE (TYP.) i. M FOUNDSEE ATION PLAN FOR FOOTING SIZE / TANK (}- CURB HEIGHT VARIES a a a A CURB DETAIL 6 GARAGE EXPANSION C.W. WATER HEATER WITH BUILT-IN INTERNAL HEAT TRAP 1 RESS. RELIEF VALVE-ASME. �,—DISCHAR3E SHALL BE INSTALLED IN A MANNER THAT DOES NOT CAUSE PERSONAL INJURY TO OCCUPANTS IN 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 RELIEF DETAIL N.T.S SCALE: 3/4" . P-O" WATER HEATER EQUIPMENT SCHEDULE MODEL NUMBER FIRST HOUR RATING GALLONS ENERGY FACTOR GAL. CAP. ELEMENT WATTAGE 240 VAC RECOVERY 1301F RISE GAL/HOUR R VALUE DIMENSIONS IN INCHES APPROXIMATE SHIPPING WEIGHT (LBS.) TOTAL HEIGHT DIAMETER HEIGHT TO T4P7 RELIEF VALVE STANDARD MAXIMUM ECT-52 62 .sl 50 4500 6000 21 16 54 20 1/2 411/2 125 FOUNDATION LEGEND 12" WIDE x 16" DEEP POURED CONCRETE FI FOOTING W/ (2) 5's BOTTOM all WIDE x 12" DEEP POURED CONCRETE F2 FOOTING W/ (2) 5's BOTTOM 8" WIDE x 10" DEEP F3 THICKENED EDGE I( " WIDE x 16" DEEP POURED F4 CONCRETE FOOTING W/ (2) 5's BOTTOM BOTTOM OF EXTERIOR FOUNDATIONS TO BE 12" BELOW FINISHED GRADE (MIN.) 52'-0" V-1 3/4" 2'-0" V-2 3/4" , 5/ )S 7-T 5/8" � 6'-2 3/4" 2'-T 5/8" .9 y Tpr- — — — — — — — — — — — — — — — — — — — — — --- -- — — — — — — — — " I l I I 1 a I I• 9 I I FI I a I e V-4" FI L 1 L —I r-— — — — — — — ------------ Nr I a FI �� N i L. J. 1 1/2" RECESS o SGD L J d PERIMETER (TYP.) (U 5 BAR VERT. W/ 10" HOOK o I ' 24" AP SPLICE.TIED TO 04 W/L a G. W/ " 3000 PSI COURSE GROUT I I. I I a e � a ILAv/ lLA J DEL. SINK I� �I PROPOSED FINISH FLOOR TO 2 16" a _ W/ DISP. JI BE *- ABOVE M.S.L. I �? I m I �,U / \ s I m TUB I m r I � J REF I m I WC 1 I FI I I I e S I i a I I I I .I I• I �q I 4'-9 3/4" 1 F3 fl — _ , F3 I SHOW 6" �;q C UJC I' r m I IIri OFT F4 I in I W r - --- —— ---L� u c I FI I I I\ )LAV LAV I I o — — — — — — — — — — M1----.._---------- r � — — — — 2'-3" • 4'-5 1/8" 2' 3" 0 I v F2 I q ro \ / I I a EXTEND FOUNDATION— X I 1 UNDER BLOCK COL �- ON ET : WATER HEATER w ym. NO ADDITIONAL STEE SHALL MATCH ENERGY REQUIRED N \ TUB / EFFICIENCY FI 1 m I �' 6'-I0 3/a" CALCULATIONS - 1' 3 I --- s FI = V-1 3/4" III/all II 1/8" 0 I FI I 5'-8 3/8" 9'-5 5/8" 2'-0" 1V-6" 19 1 I .I 1 3 1 � ti I S o 2" MIN. I Q H 0 z I r X 1 s I FI I � I I � I I L-----------FI— — — — — — — — — ail Z — — — — — ----- -- ----- — 4'-113/4" V-13/4" 5'-1" 3'-13/4" 4'-113/4" FOUNDATION FLAN _ t�XXu1IIII, N R. �GENS� !U 33915 TATE OF „ ' c OR\ .-' 1, �"I'IIitt \ti y N_ Z_ O � x n O A 7 Y A v a z z W J NrnN m n m ' N ?� k U Ln 0.1 0 M N m (5 cf M ttt � y W L0 u C 0 Document Information Project#: MW-2369-L Date: 6/6/2016 Drawn: SQ Checked: SRW Sheet # of `(% Sheets 0 6 207 L T". ANCHORAGE SCHEDULE � MAX. U 7 IFT MODEL NO.. FASTENERS MAXIMUM ALLOWABLE TO WOOD TO CONC LOADS OSIMPSON META 12 (2) STRAPS (5) 10dxire" LATERAL LOAD W/ T5S MOISTURE (1) MOISTURE NAILS EACH EMBEDDED PARALLEL TO BM. • 1400 (PI) 985" BARRIER BARRIER STRAP PERP. TO BM, - 12P (F2) (2) STRAPS (() 16d NAILS 2- MEMBE" MINIMUM Q C W/ TSS MOISTURE (1) M015NRE EACH 5IRAP EMBEDDED LATERAL LOAD PARALLEL t0 BM. • 12250 (PIP Q 2500" BARRIER BARRIERS FEW. TO BM. • 1520" (F2) Z O SIMP50N (IB) SIMFSCN (2) 1/2"x5" 2- MEMBERS MINIMUM FGTR (1) 9CCIREW6 W 5000 " SCREW$ ('6)51M %ON 5 E2 SIMPSON (4) I/P'x5" 2- MEMBERS MINIMUM FGTR (2) 1/4"0" SOWS TITEN HD U 9400" $CREW$ O No,. ALL MEMBERS TO BE ANCHORED TO CONCRETE BEAM W/ "B" ANCHOR UNLESS OTHERWISE 0 NOTED ON FRAMING PLAN • FOR SINGLE "C" CONNECTOR$ ONLY, TO INCREASE A ONE -MEMBER TRUSS TO TWO -MEMBERS, NAIL A IT' LONG 02 SYP 2x8 BLOCK, CUT TO THE SHAPE OF THE TRUSS AT THE HEEL, TO THE TRUSS WITH (8).131NV' NAILS • FOR SINGLE "E" CONNECTORS ONLY, TO INCREASE A ONE -MEMBER TRUSS TO TWO MEMBERS, USE A 24" LONG 02 SYP 24 BLOCK ON THE OPPOSITE FACE OF THE TRUSS, NAILED TO THE TRUSS WITH !16) .131"x 3" NAILS. • ON "E" N 12" CONNECTORS, POUR ALL CELLS SOLID WITHIN 6" OF TITAN TD SCREWS T VMPSON (I) (9) 10dxil,'2" s TRUSS r (5) 1OdxV@" ® TOP LATERAL LOAD PARALLEL TO TOP PL. • 590" (PIP 1140" HIOA PL. PERP, TO TOP PL • 2850 MV f 2J (1) 10dxlly m TRU55 I&dxl42 m. TOP FL. 0 2O" L15TSON (1) EACH AP NOTE. • ALL MEMBERS TO BE ANCHORED TO TOP PLATE W/ "F" STRAP UNLESS OTHERWISE NOTED ON FRAMING PLAN T SIMPSON (6) SIMPSON (6) 3/8"x4" LGUM28 2 (1)SDS 1/4"x2 1/2" TITEN HD LOAD • 8250" 24350 SCREWS SCREWSGRAVITY T SIMPSON (8) SIMPSON (a) 3/8"x4" 3515" LGUM2I0-2 (I) SDS1/4"x2 1/2" SCREWS TITEN HD SCREWS GRAVITY LOAD = 9515" w T SIMPSCN (1) (6) 10d NAILS (8) IAN2 3/4" W.14=6-2 BGREUKD GRAVITY LOAD • 2400" 1085" OSIMPSON U (10)106 NAILS (14) IAN2 3/4" NU/HUC210-2 TITEN 14D GRAVITY LOAD • 43500 810 SCREWS T S,MPSGN (14) 1Od NAILS (6) 16d HU616 (1) INTO LEDGER SHANK NAILS GRAVITY LOAD = 3335" 550" INTO TRUSS T SIMF"SCN (6) 10d NAILS (6) 10d FPU626 (1) INTO LEDGER SHANK NAILS GRAVITY LOAD = 1145" 10W INTO TRUSS NOTS' • TO INCREASE A (1) MEMBER TO A (2) MEMBER USE A Vx6" VERTICAL NAILED TO THE TRUSS END VERTICAL w/ (12)10d NAILS GENERAL ANCHOR SCHEDULE NOTES: 12/20/2012 • ALL PRODUCTS TO BE INSTALLED PER MANUFACTURER'S. SPECIFICATIONS. - • STR4P5 LENGTHS CALLED OUT ABOVE ARE MINIMAL. • UPLIFT N LATERAL LOAD$ 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 / RELATIVE NAILS SHALL BE GALVANIZED AS PER FBC 2321.6 SAFE LOAD TABLE FOR 811x811 HIGH - STRENGTH PRECAST 4 PRESTRESSED U LINTELS LENGTH SAFE LOAD - POUNDS PER LINEAR FOOT UNFILLED' FILLED 2'- 10" ( 34") Precast 2,302 Lbs. 6,035 Lbs. 3'- 6' ! 42") Precast 2,302 Lbs. 6,03E Lbs. 4'- 0' ( 48") Precast 2,02E Lbs. 6039 Lbs. 4'- 6' ( 5419 Precast 1051 Lbs. 6,03E Lbs. 5'- 4 l 64") Precast 1,184 Lbs, 5,051 Lbs. 5'-10 ( 10) Precast 512 Lbs. 4,144 Lbs. 6'- 6 ! 18") Precast S31 Lbs. 3,3S6 Lbs. l'- 6 ! 9O') Precast 761 Lbs. 2k10 Lbs. 5'- 4 (112") Precast 513 Lbs. 1,816 Lbs. 10'- 6 (126") Precast 456 Lbs. 1,514 Lbs, ll'- 4 (13e,) Precast 445 Lbs. 1,365 -Le. 12'- 0 (144") Precast 414 Lice. 1,254 Lbs. 13'- 4 (I60") Precast 362 Lbs. 1,016 Lbe. H'- 0" 1168") Precast 336 Lbs. 1003 Lbs. 14'- 8" (116') Prestressed RIP 1310 Lbs. 15'- 4" (154") Prestressed N.R. 1250 Lbe. Il'- 4" (208") Prestressed N.R. 950 Lbs. IV- 4" (232") Prestressed N.R. 150 Lbs. 21 - 4' (256') Prestressed RR. 610 Lbs. 22 - 0" (264") Prestressed N.R. 510 Lbs. 24'- 0" (268") Prestressed N.R. 410 Lbs, I. TESTS CONDUCTED BY AN INDEPENDENT TESTING LABORATORY, 2. ACTING AS A COMPOSITE BEAM WITH AN 6" PERIMETER BEAM - ONE 05 BAR IN THE LINTEL, ONE 5 BAR IN THE BEAM. BASED ON TESTS CONDUCTED BY WARNER F. BOSCH, PE, BEAM SCHEDULE (f'C=3000psI f'm=1500ps1 Fy=&O K51 MK SIZE BOTT. STEEL MID. STEEL TOP STEEL REMARKS L2 8"x8" (1) "5 POUWD SOLID W/ BOND BEAM ABOVE W MIN) L2-12 12"x8" (1) "5 POURED SOLID V BOND BEAM ABOVE (16" MIN) L4 8"x34" (1)-05 POURED SOLID W/ BOND BEAM ABOVE BBI 8"x8" (U "5 CONT, BOND BEAM 552 8"xl6" (1) "5 CONT, BOND BEAM W/ (U 5 TOP RBI 5"x8 (1) 05 (MID) RAKE BEAM NOTE: Minimum bearing of lintel shall be 4" each side For spans less than 10 L.F. E 8" bearing for spans greater than 10 LF. Mortar shall be Type M or S USE BBI m TOP OF ALL WALLS UNLESS OTHERWISE NOTED USE 552 AT LEDGER AA LOCATIONS UNLESS OTHERWISE NOTED THE DESIGN OF THE UNIT MASONRY IS IN ACCORDANCE WITH: ACI-530-08 / ASCE 5-05 F.46 ENER SCHEDULE CONTINU 12d GUN NAILS- DUO-FAST/HITACHI 3 1/4"x.128" m 12" O.C. ALONG EACH EDGE. BUILT-UP CORNER STUDS FACE NAIL 12d GUN NAILS- DUO-FAST/HITACHI 3 m 12" O.C. EXTERIOR WALL SHEATHING ad COMMON OR POWER DRIVEN NAILS (.131 x 211x" LONG W1 ,281" DIA. FULL ROUND HEAD) FASTENED m 6" O.C. IN FIELD 6 EDGES 1 4" O.C. m CORNER STUDS METAL LATH TO VERTICAL WQ00 eoAN IW* GALVANIZED EXPANDED METAL WEIGHING NO LESS THAN 1.8 LISS. PER SQ. YARD FASTENED W/ GALVANIZED NAILS, W/ HEADS NOT LESS THAN 3/8" 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 Tr"S CONNECTIONS SEE TRUSS ENGINEERING PACKAGE FOR MANUFACTURER'S REQUIREMENTS, THIS IS THE RESPON5IBILITY OF THE SPECIALTY ENGINEER FOR THE TRUSS COMPANY. WOOD STUDS TO BLOCK WALLS S TAPCONS 1/4"x3" LONG 6" O.C. - USE ONLY I-RE55URE TREATED LUMBER P.T. BOTTOM PLATES TO TOP OF TIE BEAMS 1/2"xl" LONG EXPANSION BOLTS m 32" O.C. W/ 3"x3"x1/4" WASHERS t 20 gga. GALV. STL. PLATE ANCHORS m EA. STUD FASTENED W/ (3) ad NAILS EA. SIDE. l 2x(v 1 2x8 WALLS ONLY ) (ALTERNATE) - HILTI DRIVE PINS .145"x3" LONG (OR EQUAL) m 8" O.C. 1 U5P "TA" STRAPS W/ (4) 1(od NAILS EA. STUD (SUPPORTED TRUSSES MUST BE LESS THAN 30'-0" LONG) P.T. BOTTOM PLATES TO TOP OF BOND BEAMS 1/2"xl" LONG "U" BOLTS m 24" O.C. W/ STANDARD WASHERS BEAM LEGEND ® BEAM m 10'-0" A.Fr, p o o BEAM m 15'-4" AFF. ® RAKED BEAM L rEDGE ? A2fD (1)P.T. Vx4" WOOD LEDGER A ATTACHED TO BLOCK WALL AT ROOF ELEVATION W/ 3/4" x 3" TAPCONS m 24" O.C. ROOF TRUSS SEE ANCHOR SCHEDULE 1 NOTE: FOR NAILING FOR "B" CONNECTORS, USE (3) CONCRETE BOND BEAM SCREWS OR (4) U.S. ANCHOR CON!. "° HILTI-DRIVE PINS. (1253 MAX. UPLIFT) SCREWIp RIEW SCREWS OR .145"xP4' J HILTI-DRIVE PINS. FOR "C" SCREWS OR PINS TO BE NO CONNECTORS, USE (6,)CLOSER THAN 2" O.C. a CONCRETE SCREWS OR USP RT STRAP 4 (8) HILTI-DRIVE PINS, (ONE FOR EACH (2150 MAX. UPLIFT) STRAP MISSED) MISSED STRAP DETAIL M5DB5 3/4"• I'-O" NAIL UPPER AND LOWER PLYWOOD TO HIP GIRDER m 6 OC- SEE TYPICAL WALL SECTION FOR NAILING REQUIREMENTS, TOP PIECE OF ROOF SHEATHING ON JACK TRUSSES TO BE 2'-0" WIDE SHEET OF PLYWOOD MIN )HIP SET SHEATH SAFE GRAVITY LOADS FOR 1211 PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 12118 12FS-25 12FI2-.25 12F16-25 I2F20-2B 12F24-25 12F28-215 12F32-2B . b" (42") PRECAST 3531 4S21 1605 10004 12336 14630 16905 19163 4'-0" (48") PRECAST 3011 4080 1605 10004 12336 14630 16905 iSI63 4'-6" (54') PRECAST 2413 3350 611E 10004 12336 14630 16505 ISI63 5'-10" (10") PRECAST 1664 2256 4161 6814 11022 14630 I69O5 14614 6'-6" OIS") PRECAST 1428 iS34 34W 54SI 83SS 13068 15146 I 11598 1'-6" (SO") PRECAST 1115 1588 2191 4231 6163 8889 11131 84SI V-4" 1112") PRECAST 850 II88 2021 2962 4104 5546 6940 5250 0-6" (126") PRECAST 651 lole 11IS 2415 3361 444E 5360 4034 W-4" (136") PRECAST 555 S23 1541 2210 2911 3808 4535 33S3 12'-0" (144") PRECAST 489 I Sol 1431 2033 2112 3354 4000 2S15 13'-4" (160") PRECAST 386 632 1132 1633 2139 2646 315E 2324 14'-0" (168") PRECAST 345 563 1011 1460 IS14 2310 2621 2068 11'-4" (205") PRECAST RR. 332 605 Sle 1155 1434 1113 1206 ' I I L2 I I I L2 1 1461 "/LR __ I I I I I I I �� I I .—. —. 1 I •I I 1 ' I -- --- 511 "iLF E - E1 L2 ----_-_--_ ` -_ _-T-_ I • I 1.• _ = = _-_ -_ WD TRU55E I I I L2 -- ---- I 4420/ 1 m 24'' O/C CM1aXJ IF—II II -- --- —J- i� lil it---- --- - — I I I II I I I E00 -CD 1 I--- 442 w/LF TRUSS COMPANY TO PROVIDE 4'-0" WIDE CHASE FOR A/C DUCTWORK — BUILD OUT GIRDER TO 3-PLYS W/ 2X4 S.Y.P VERTICALS 36" TALL, NAILED W/(24) .131" X 3" NAILS. (USE ONE EACH SIDE IF I PLY, ONE SIDE ONLY IF 2-PLY) STRAP GIRDER DIRECTLY TO TRIPLE STUDS BELOW DETAIL SCALE I/2".I'-0" I I L —J L2 442 "/L L2 - ---- ----- 442"iLF I I I I i- -------I-- + — 4--- I I r I I I 1 I --- -_---J I GIBLE ETD G --- ----- T55 I I E EN>51 1 ''' I L —� D L2 - -----� rT--—r I---� -- 442"/L 42 "/LF Ci I L2 1 604" -- -- ___ ____ I I • p O O p O o O I I_ 0 1BBI BEA 10'-0" TO 0 I RUN CON I OUS WWITH G Li-- o BBI THI 0 0 --- O E G (3)2x4 POST L2 Qp pO -- -- T -- -- -- "2 HEM -FIR o -i o 1261"/LF o o po —__—_____ _ L11 x F_--� 22N36^ I ATTIC LACCESS L2 L2 —�---- -- 513"/LF/ ` 513"iL L2 104 "/LF L2 THESE FILLED CELLS I TO BE TOP AT 15'-4" I I L2 _ _ I 625 "iL fG I I 1 I L2 I 1 I I I L2 � I 442 "/LF 1 1442 -/LF ING PLAN d' 1Uie COPY 0 I NSF• 4 N 915 :c —A E QF :w <OR�© •' � SCALE: 114" . P-O" MAR 0 6 2011 0 x G v A q • • Document Information Project MW-2369-L Date: 5/612016 Drawn: SO Checked: SRW Sheet # t� of Sheets 12 5 ROOF (2).131"x3" NAILS EACH OUTLOOKER GALV. STL. STRAP (SEE ANCHORING SCHEDULE) - ROOF SHEATHING (SEE HIP SET SHEATHING FOR NAILING) 2x6 OUTLOOKER9 AT 24" O.C. Sd RING SHANK NAILS 6 4" O.C. DRIP EDGE � APA RATED 40/20-15/32 EXP, I, EXT. P.T. Ix2 - 2'-0" GRADE PLYWD. W/ Ed NAILS 0 V O.C. EACH MEMBER 2x5 FACIA NAILED W/ (2) 1(vd 2x8 VERTICAL a EACH TRUSS W/ (3).131" x 3" NAILS EACH OUTLOOKER SNAILS TOP CHORD a BOTTOM CHORD OF EACH TRUSS (REP RAKE BEAM (SEE BEAM 2x8 BLOCKING SCHEDULE) SOFFIT DETAIL r5-"NN GABLE END DETAIL SCALE: 3/4" = I'-0" v r- i Nam: CLEA ANY DEBRI: BEFORE AP ANY 5EALAI FLASHING PROCEDURE SIMILAR AT LIQUID APP MEMBRANE SEAL WINDC INSTALLATIC PRE -CASTS TYPICAL CMU WINDOW FLASHING DETAIL SCALE: NTS 3/4" = P-O" .YWOOD SHEATHING EE WALL SECTION) 4 HEM -FIR ERTICALS 0 EACH & 99 24" O.C. '32" PLYWOOD SHEATHING ad NAILS 6" O.C. ALL EMBERS YWOOD SHEATHING =E WALL SECTION) > .131 x 3" NAILS TOP 5CTTOM CHORD OF kCH TRUSS GABLE TRUSS SHEATHING DETAIL SCALE: 3/4'' = 1'-0" PLYWOOD SHEATHING (SEE WALL SECTION)- T.13'-4" AFF. OP OF BEARING GABLE ROOF TRUSS 15/32" PLYWOOD SHEATHING W/ 8d NAILS 6" O.C. ALL PLYWOOD SHEATHING (SEE WALL SECTION)- 2"x4" LEDGER AT ROOF LINE WITH (2).131"x3" NAILS EACH STUD, BACKN41L LEDGER THROUGH WALL PLYWOOD W/ Sd NAILS e 6" O.C. (HOLD TOP CHORD BACK 1 1/2" FOR 2"x4" GABLE TRUSS SHEATHING DETAIL SCALE: 3/4" = 1'-0" �1 i 339ti5 •: TATE OF : ur N LL! O NAB"`� 2�22/11111W MAR 0 6 1017 0 Y x G U O A is N� eM m M cV ct m o W •� .-. N ti w Lr) a U aa) Cn M rn u r) P, u � O Document Information Project#:. MW-2369-L Date: 5/6/2016 Drawn: SQ Checked: SRW M ROOF TRUSS SEE ANCHOR SCHEDULE 11 NOTE: FOR NAILING FOR "B" CONNECTORS, USE (3) CONCRETE BOND BEAM SCREWS OR (4) Zia "xl�i" US. ANCHOR CONC. °" . HILT[ -DRIVE PINS. (1283 MAX. UPLIFT) SCREWS OR .145"x11q" a HILTI-DRIVE PINS. FOR "C" OR "C2" SCREWS OR PINS TO BE NO CONNECTORS, USE (6) CLOSER THAN 2" OA. - a , < CONCRETE SCREWS OR USP RT STRAP - ° (6) HILT[ -DRIVE PINS. (ONE FOR EACH (2T50 MAX. UPLIFT) STRAP MISSED) MISSED STF%0" DETAIL MSDBB 3/4"=1'-0" varlea (eee alavatlona) TOP OF BOND BEAM V2" GYI BOAR[ P.T. FUF WOOD PROVIDE CONTINUOUS P.T. 2x6 NAILER AROUND GARAGE DOOR OPENING FASTEN W/114" x 3" TAPCONS 6 12" O.C. STUCCO ON C.BS. 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 • 12" O.C. USE ADDITIONAL TAPCON • LATCH LOCATION 4 IN THE HEAD AT THE CENTER OF DOUBLE DOORS SHIM (ALTERNATE - BUILD UP JAMB AS NEEDED W/ Ix AND/OR t,2" PLYWD, FASTEN TO Ill 2x W/ Sd NAILS • 6" O.C. STAGGERED) O-H. GARAGE DOOR W/ TRACK ATTACHED TO 2x6 W/ LAG BOLTS PER MANUK SPECS. TYP. GARAGE DOOR ANCHORAGE DETAIL GDA-GENERIC SCALE: 1112" = 1'-0" APPROVED TRUSSES ATTACH CHANNEL TO TRUSS ABOVE W/ 014" COURSE THREAD DRYWALL 25 a. 3Y STL. STUDS SCREWS . 24" O.C. 6 " O.C. (16" O.G, a AREAS RECEIVING TILE) 12" GYP. BRD. ATTACHED ON BOTH SIDES W/ APPROVED DRYWALL SCREWS • 12" O.C. AS PER F.H.G. 2314.4 / 2504B - APPROVED BASE BOARD AS SPEC'D. BY BUILDER u ATTACH CHANNEL TO CONIC. FLOOR W/ 112" CONC. STUB NAILS ® 16" O.C. FINISH SLAB NOTE: SHALL COMPLY WITH ASTM C 154 INTERIOR NON-BRCx. WALL SECTION NON-BRG SCALE: IL2" • I'-0" CUT (4) 5"x5" (MIN.) - HOLES INTO ♦' i - BOTTOM OF LINTEL `�° PRECAST CONCRETE LINTEL ABOVE ARCHED OPENING FILLED W/ (U 5 BAR 1 POURED SOLID W/ BOND BEAM ABOVE 4 POURED CONC. ARCH BELOW BREAK 5"x5" HOLE IN BLOCK WALL 4 PLACE (U 05 DIAGONAL EA. SIDE FILLED CELLS W/ (1) OR (2) 'S BARS VERTICALS DEPENDING ON LOCATION (SEE ROOF FRAMING PLAN) TYPICAL POURED ARCH DETAIL ARCH-20 SCALE: I/2 I'-0" DESIGNED TO MEET THE REQUIREMENTS OF FBC Sth EDITION (2014) SECTION R 103Z FLASHING, 12 DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER TYP. ALUM. WINDOW SILL ------------- CORROSIVE RESISTANT TAI'l CONC. SCREWS INSTALLED AS SPECIFIED IN WINDOW MANUFACTURERS PRODUCT APPROVAL — 1/4" (MAX.) SHIM CAULK IN FRONT 4 BEHIND WINDOW FRAME- 4 5TUCC Y PRECAST CONC. SILL A Q 4 44 4 i TYP PRECAST CONC. SILL DETAIL CAST -SILL BB-STEP4 BEAM HALF SCALE 1/4" CONT!NUOUS BEAD OF CAULK BEHIND BUCK — ° Q ° 4 a 4 ° Q ° ° 4 ° a STUCCO j I CAULK P.T. Ix WOOD BUCK TO EXTEND BEYOND INTERIOR FACE OF WINDOW OR SGD./ FRAME HILTI NAIL CRS Oee-122 . 6" O.C. NOTE_ METHOD OF ATTACHMENT AND WATERPROOFING PROCEDURES ARE THE SAME AT POURED CONIC. SILL TYP. WINDOW 4 S SGD-JAMMfbC GBS Imil rlie ° tC ° °L r ki * 3 Z ° — 0 ° ° 4 JAMB DETA APPROVED ROOFING SYSTEM (SEE PRODUCT APPROVAL) ON APA R.1TED 40/20 - le/32" EXPOSURE I, EXTERIOR GRADE PLYWD. SHT'G,(OPT. 055) NAIL W/ Sd RING SHANK NAILS 031 x 2L,2" NAILS) 6" O.C. ALL MEMBERS. WITHIN 5'-0" OF ROOF EDGES NAIL PLYUOOD W/ Sd RING SHANK NAILS 4" O.C., ALL MEMBERS INCLUDING FACIA. — ENGINEERED APPROVED WOOD TFPU55ES a 24" O.0 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) 262a. GALV. MTL. DRIP EDGE P.T. I x 2 SEE FLOOR PLAN 4 ELEVATIONS FOR TRUSS BRG. HEIGHT 2x8 FACIA W/ (2) GALV. 16d EACH TRUSS AT SCREEN ENCLOSURE AREAS SECURE FACIA TO TRUSS TAILS W/ (2) USP RT3 W/ (4) Sd 031" DIA.) x 1V2" NAILS EA. MEMBER, EA. CLIP 6000" MIN.) (SCREEN ENCLO. ON SEPARATE PERMIT) 5/6" (MIN.) STUCCO ON CBS. 1 1/2" RECESS TO RECEIVE CONCRETE BLOCK , FINISH FLOOR LINE APPROX. GRADE .L I-S RE-1 U d _ N N IL 1/2 DRYWALL - CAULK - CORROSIVE RE515TANT "TAPCON" CONIC. SCREWS INSTALLED AS SPECIFIED ON WINDOW 4 SGD. PRODUCT APPROVAL - TYP. ALUM. WINDOW JAMB / SLIDING GLASS DOOR JAMB 12 5 31Ia R-30 BLOWN INSULATION R-30 BATT INSULATION 40 KNEE WALLS -P.T. Ix2 FIRESTOP 1/2" SAG RESISTANT DRYWALL -S"xS" CONC. "U" BLOCK SYSTEM W/ (1) S CONTINUOUS 4 30" LONG CORNER BARS AT ALL CORNER: -PRECAST CONCRETE LINTEL ABOVE WINDOWS 4 DOORS (I)'S BAR VERT. IN CONIC. FILLED CELL W/ 10" HOOK a "U" BLOCK (SEE FOUNDATION PLAN FOR LOCATION) 1/2" GYP. BOARD ON P.T. I x 2 FURRING STRIPS a 24" O.C. (16" O.C. IN MOISTURE 1RESI5TANT GYP. BOARD AREAS) a' CONCRETE BLOCK WALL R-4.1 PERFORATED FOIL INSUL. ON FURRING STRIPS •4 DOWEL IN FILLED CELL (SEE FOUND. PLAN FOR LOCATION) WOOD BASE CONC.SLAB (SEE FOUNDATION PLAN) a n$E,E SECTION YE kl . ' APR 14 201? PEPLVIIT.71A%JG St. Lucie Cloul FL SCALE: 3/4" - P-0" O z W � U U r� U t` Q � a z z W J M Wo O (�� Ol O a Document Information Project#: MW-2369-L Date: 5/6/2016 Drawn: SO Checked: SRW M File Copy 200AMP METER MAIN COMBO DISCONNECT 200A "a CU. PANEL SOLID OR sm NI) "An INTERSYSTEI 50NDINS TERMINAL 20CAMP IPH. 3W, 115/230V FLU9H MOUNTED NEMA i TRANSFORMER BY POWER ER 4FLORIDA(3) 04/0 XHHW-AL LILIGH W/ (U "6 THHN-GU IN 2" CONDUIT 02 SOLID OR STRAND CU. GROUND TO FOUNDATION STEEL. < 5/8" x 8'-0" GALVANIZED GROUND. ROD FOUNDATION STEEL ELECTRICAL RISER DIAGRAM N.T.5, SERVICE: 120/240 I -PI -I 3W MAIN BUS: 200 AMP MOUNTING: ELECTRICAL PANEL SCHEDULE "A11 NEUTRAL: FULL POLES: 42 MAINS: 200A main breaker TYPE: A.LG.: 10,000 WIRE SIZE POLE/BREAKER LOAD USE LOAD POLE/BREAKER WIRE SIZE 010 21-/30A (4,0 KW) A/C SYS. CONDENSER I 2 A,H.U. /HEAT BtRIP (1.5 KW) 2P/45A "6 C4.0 kw +" 100%) 3 4 (1:5 kw • 100%I 012 IP/20A I HALL/BEDROOM 9 5 6 BATH "2/BEDROOM -2 I IP/ISA 014 •12 lP/20A LAUNDRY/DINING ROOM 1 8 BATH "4/CABANA/BREAKFAS IPA5A 014 "6 2P/50A 12.0 KW RANGE S 10 WASHER I-S KW IP/20A. 012 II 12 MICROWAVE 1.2-KW- IP/20A 012 012 2P/20A I.1 KW DI5HWA5HER/DISPO6AL 13 14 REFRIGERATOR U KW IP/20A 012 " 15 I6 5MALL APPLIANCES IB KW IP/20A 012 012 IP/20A GFI 0.9 KW GAR OR OPENER (0.9 EACH) 11 IS SMALL APPLIANCES 1.5 KW I1-/20A 012 012 IP/20A I GARAGE/ExT GFI 19 20 COVERED PORCH/GREAT I 1P/15A "14 014 - IP/15A I MASTER SUITE 21 22 MASTER SUITE IP/15A 014 012 IP/20A I BATH GF.1. REC'5. 23 24 KITCHEN/SMOKE DET/DINING I IP/15A 014 014 IP/15A I FOYER 25 26 EXTERIOR L14HTING I IP/15A 014 012 2P/20A 1.2 KW IRRIGATION PUMP 21 28 SPARE 014 29 30 SPARE 014 SPARE 31 32 SPARE 010 2P/25A 4.5. KW WATER HEATER 33 34 1OPT. WHIRLPOOL PUMP GFCI Ib KW IP/20A 012 35 36 DRYER 5.0 KW 2P/30A 010 SPARE 31 38 SPARE 39 40 SPARE SPARE 41 42 SPARE 20.3 KW 21.0 KW GENERAL LIGHTING CALL. FOR 2369 S.F. x 3 WATTS/SQ. FT. - 1.1 KW (13) HI -HATS a 0.01 kw = 0.1 KW (5) CLG. FANS a 0.15 kw = 0.5 KW (4) EXH. FANS o 0.08 kw = 03 KW TOTAL: 8.3 KW TOTAL CONNECTED LOAD: (PANEL "A") as F 26.6 F166 = 51.5 KW (A/C 6 10090 -9.Fi KW TOTAL WITHOUT A/C LOAD: 41.S KW ELECTRICAL SERVICE CALCULATION (PER SECTION 220.40 N.E.C.) A.H.U. / HEAT STRIP 9.6 KW FIRST 100 KW +a 100% 10.0 KW REMAINDER a 409' (31.9 x .40) - 12.8 KW TOTAL COMPUTED LOAD = 32.4.KW KW'5 x 1000 W = 135.0 AMPS PROVIDE 200 AMP SERVICE 240 VOLTS (3) "4/0 XHHW-AL WI (U "6 THHN-CU IN 2" CONDUIT 200 AI9 E ELECT METER 4 DISC, COAXIAL TO FTTP CIU' WPA OUTLET FOR SFRINQSR TITER BED/ROO^^M 42 �U \ FANG. OUTLET \ o------ - - AIb GF1 0 A21 z COVERED PORC14 � i3 O ,4 BREAIIcAST O /:� cLG TV A,e i \ �t � J SITTMI O OUTLET � q\ • 2 U \ AIb Q AI6 \ CaFI _ _ _ A20 }, / �.\ A20 AWPKaFI Q ` I II TT \ 'y�' A20 elm \ A6(Iy� I) ,.-C U65 OUTLET A24 O SD / \ \ A24 / A24 24 qq 3. 41 11 \ GREAT RM= TV Alf, I OUTLET MICRO, FOR I ///-\� /� C AS \ N, / OUTLET FOR RANGE A0 A20 A2e / Ab O WN \J / GC o / A24 OUTLETS. Q OUTLET FOR ' \IA DW 6DISP. 'I AIb 1 / \� I A13,I5 ; II I I A24 I I \ / \A24 I / AS Al . I A20 A5i\ L-- - - GFI \ J A14 4 10 5 24 O HALL SD/ cMD CMD 5 A24 O 9D / 1 / BEDROO\M / ON 03 / GUNJA5 OUTLET OUTLET a 100" APP. FOR OPT. 41 r w=hlw. I--1 Al: (OPT) I 1 1 (OI� D PT) I I I _A36j8�1 � GFI AI9 �]o` Pfb w/H g3395 SWITCHED 11.1 l LIGHT IN { }ATTIC 4NEL AI9 I I GFI i I OUTLET FOR FTTP I OWP(PHONE / NETWORK) / / GARAGE Al AM /. I GAR GAR D ED DOOR OPENER GPI BREAKER ELECTRICAL PLAN A21 21 F - MASTER SUITE I / PHI OUTLET I / � L/_ A22 A22 / /' A22 I e:24'0 I A25 A25 A2/ \ 22j _ \J T - A22 I � I 425 Y -()-)7 J ' DINING / ATI I -- T �y i bag rr irn �Ie�n � IDAC SCALE: 1/4'' = 1'-0' Q z z W J M N 'N^ � I 1.4 a O ON U z° W W rf+ ~ n M � N tt NO To m r, o N i N w CA CU 0 tC U w Pi r PO O ON N Ni Ul GN k] ONO tf) U 0 W O Document Information Project#: MW.2369-L Date: 5/6/2016 Drawn: SQ Checked: SRW Sheet # T of 8 Sheets File Copy PROJECT #: LH-2369-MW 4" MIN. 4'' MIN PROVIDE 4" MINIMUM CLEARANCE AROUND THE PERIMETER OF ALL AHU UNITS AHU MOUNTING DETAIL SCALE: N.T.S. EXHAUST FAN SCHEDULE #1 180 CFM w/4" T-FIN-V.T.O. DUCTWORK - FLEXIBLE R-FACTOR - 6 NOTE: DUCTWORK TRUNK LINE .AND DROP LOCATSONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATIONS CU MOUNTING DETAIL SCALE: N.T.S. SYSTEM BRAND - LENNOX - 3.5 TON HEAT PUMP COND. UNIT CU A/H UNIT AHU MODEL # 14HPX-042 MODEL # CBX26UH-042 DIMENSIONS - H X W X D 37.0" X 33.0" X 33.0" DIMENSIONS - H X W X D 48.0" X 22.0" X 26.0" MCA 24.2 MAX FUSE AMPS 40 MAX FUSE AMPS 60 REF. LINE SIZE IN. SUCTION 3/4 HEAT STRIP KW 10 REF. LINE SIZE- IN. O.D. LIQUID 3/8 SEER - 14.0 SENSIBLE BTU'S - 33,400 LATENT BTU'S - 9,100 TOTAL BTU'S - 42,600 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 MECHANICAL PLAN SCALE: 1/4"- 1'-O" LOT: 192 w C) c 0 a w on Ww U o N 0 Q M 0 _ E 0 U N p E ImN,to � � v 3 0 N O C co E M a° r°1 LL REVISIONS NO. I DESC. I DATE DRAWN BY: DL/GM CHECKED BY: CS DATE: 06-24-16 THE DESIGN PLAN & SPECIFI— CATIONS SUBMITTED HERE WITH ARE THE SOLE PROPERTY OF LINDSTROM AIR CONDITIONING INC. & ARE NOT TO BE REPR— ODUCED WITHOUT THE WRITTEN PERMISSION. THESE DOCUMENTS ARE SPECIFICALLY SUBMITTED FOR THE EXCLUSIVE USE OF THE LINDSTROM AIR CONDITIONING INC. IN THE CONSTRUCTION OF DESIGNED SYSTEMS. LINDSTROM A/C DESIGNS UNDER — F.S. 489 & F.S. 471 SHEET TITLE: FIRST FLOOR MECHANICAL PLAN SHEET NO.: mol 11 c I JL —V 21'-5" 1 V-6° 3'-4" _ ro rn r r r r r r r r < _ J1 J1 J3 v cv J3 yr � GJ Trt J5 J5 - o � 89G --- D5G �n B8 — -- w D4 I _ 87G (0 A A (A' A A A — A E D30 J8 JS r-... I -- -.-� I J8 J8 I JSC is O a¢ O W. ¢ r ¢ a a n 4a a a N a a N a M ¢ d- ¢ u7 a a a a U a O �' .. i Jac is I. l Jac I I,... I' I`'" to J8 5'-11 1/4" 1 Jac JS I n a 0 00 I N J8 JB J8 J8 J8 0 JS J 8 J8 L I J8 MV2 is 2 77L.,-- t _._5._11 1/4" .18 - V VF .:-.i J8 -J MV2 VA ; J8 I J8 VA VF J8 MV4 11 J8 kM4 VA VA VF VF J8 MV6 11 V J8 Ak J8 MV8 D1 - D2G JS _ — MV10 MV58 1 J8 A _ B3 C1G C�SB B3 18,-0 1/2" 3'-3 1/2" J3 J3 B3 r6 7, L BI 81 B 1, 7 J _ a 00 r B1 N 84 'm B5 B6 N r rn I � J5 J5 73— J3 4 -3 5 -0" 4'3 21'-4" 5-8 3/6" 9'-5 5/8" 2'-0" 13'-6" 52'-0" _ 112 5I all a I HURRICANE METAL STRAP ANCHOR EACH TRUSS (BY BLDR) 2'-011 File Copy (CANTILEVER) TYPICAL OVERHANG DETAIL I have revtewEI this tfv4S 14- '60 " 11'adequ�f fly SuPacit ti , lo„Is the Truss Worn, !dr tNxii ft% individual truss err$fnL HNy Irtvv,ts, perrnar ttxndhaia .-flan 4ttywtMr z z a TYPICAL CORNER SET DETAIL ! find the stnxSure k,erirnAosecl it by A.' bntdna seethe dditilanal require 'W ;h inii C] APPROVED ❑ REVISE AND REBT mril ❑ REJECTED 0 APPROVED AS NOTED Corseuiosrs or comments inside on the shop drawings during this review do not relieve this wtbons mi mom compliance with requirements of the drawings and specifications. This check is only for review of general confomrance, with the design concept of the, Mriett and general compliance with the mform.atica; tttven can the contract documents, The subcontractor Is .�eapansihle for confirming and combating all grmmntien said dinrnnsions; selecting fa4rication processew and :,iniques at oonatrnetion; coordinating his wmi, Oth than vt sit trades, and performing his worst in a satrsfpelerpVlarmncr. uJAR 10 201 HANGER BE USED kaimpson) or Cusp) Q Q HUS26 0 HUS26 0 HGUS26-3 0 THDH26-3 Bearing Heights Legend 1= 10'- on 15'-4" N OTE Trusses shown on this layout are a component part of the and show trues location. Proper erection, temporar permanent bracing design are the responsibility of the t designer or his engineer . Lateral bracing shown on the i truss drawings must be placed during the erection pr, NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AU IHOiFOR FABRICATION. 2) iTR! T('AHOt t OF ALL DIMENSIONS, CCND TIONS, _ ANV TRUSG, \- TR le%S WILL. RF MADE IN S'RICT-A, ORDANCE Wlili THIS PLACEMENT PLAN.. I 3) EECE!Pi (ND USF--jF "BCSI-BI Summary Sheet - L'BSwr�P NARY abd RECOMMENDATIONS for t1ANDUNG, INST .LING & BRACING METAL PLATE CONNECTED WOr D TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT, SIGNED TITLE DATE _ All spacing is 24" O.C., except as noted. All walls shown are bearing, except as noted. All valleys calculated with sheathing under.:. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility if the builder to utilize engineered drawings when erecting trusses