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Home My WebLink AboutBuilding plansABBREVIATIONS FLOOR PLAN NOTES AS ANCHOR BOLT LAY LAVATORY ABV ABOVE I.G. LONG I. NATURAL VENTILATION: AFF ABOVE FINISHED FLOOR LIN LINEN I CERTIFY THAT T14I8 HOME IS DESIGNED TO COMPLY WITH THE NATURAL VENTILATION AN ARC FAULT INTERRUPT LGT 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 BE BI FOLD M.C. MEDICINE CABINET BP. BI PASS MEC14 MECHANICAL ALL GLAZING IN SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND TUB ENCLOSURES, TO BE SAFETY GLAZED AS PER 2014 F.B.C. R308.4. ALL GLAZING IN ANY BLK BLOCK MRH. MEAN ROOF HEIGHT HAZARDOUS LOCATION OF A WILDING WITH BILL LESS THAN 60" AFF. SHALL BE SAFETY BRKFST BREAKFAST MTL METAL GLAZED AS PER 2014 F.B.C. R308.4 (2) ALL GLAZING WITHIN 24" OF AND PARALLEL TO A BLK'G BLOCKING MFR MANUFACTURER DOOR SHALL BE TEMPERED IBM BEAM MICRO. MICROWAVE BR3. BEARING MIN MINIMUM 3. FIRE BLOCKING SOT. BOTTOM MIR MIRROR PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES. CAB CABINET MO. MASONRY OPENING CER CERAMIC MONO. MONOLITHIC 4. SHUTTER-5 CJ CONTROL JOINT MTL. METAL SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL PROVIDED AT ALL CL CENTER LINE OBSC OBSCURE OPENINGS EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT DOORS AND OPENINGS CLG. CEILING OHD. OVER HEAD DOOR WINDOWS. CLO CLOSET OG ON CENTER CLR CLEAR OFF OPPOSITE 5. ROUGH OPENINGS - CM CONCRETE MASONRY UNITS FLF. FOUNDS PER LINEAR FOOT VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S COL. COLUMN PSF. POUNDS PER SQUARE FOOT PRODUCT SPECIFICATIONS. CONC. CONCRETE PS,I. POUNDS PER SQUARE INCH CONN CONNECTION P.T. PRESSURE TREATED 6. EGRESS WINDOWS CSMT. CASEMENT PART'N PARTITION BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOL EGRESS WINDOWS SHALLS CiR CENTER PH PHONE EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH, 20' WIDE, AND MIN DBL. DOUBLE PKi POCKET NET AREA OF 5.1 SF. FOR 2nd FLOOR WINDCUS AND 5.0 SF. FOR Ist 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. DIA.. DIAMETER PLYWD. PLYWOOD 1. INTERIOR NON -BEARING WALLS DISP. DISPOSAL FNL PANEL DP DESIGN PRESSURE R RADIUS 25ga„ Y STL. STUDS a 24" O.C. (lb" O.C. a AREAS RECEIVING TILE) W/ 1/2' GYPSUM BOARD DR DOOR FEF REFIGERATOR ON BOTH SIDES. (TYPICAL) DW DISH WASHER REIN REINFORCE, REINFORCED 6. BATHTUB AND SHOWIER SPACES EA EACH no REQUIRED EE. EACH END RM ROOM BATHTUB 4 SHOWER FLOORS 4 WALLS ABOVE BATH TUBS WITH I146I4LED SHOWER HEADS EJ EXPANSION JOINT RD. ROUGH OPENING 4 IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH AN IMPERVIOUS, NON -CORROSIVE, ELEC. ELECTRICAL S.C. SOLID CORE NON -ABSORBENT 4 WATERPROOF MATERIAL. MOISTURE RESISTANT BACKING BOARD ELEV. ELEVATION REQUIRED UNDER IMPERVIOUS WALL AREAS IN BATH TUB 4 SHOWIER SPACES. SUCH WALL SCHED SCHEDULE SURFACES SHALL EXTEND NOT LESS THAN V-0-" ABOVE THE ROOM FLOOR LEVEL 4 NOT EMER EMERGENCY $GD. SLIDING GLA55 DOOR LESS THAN TO" ABOVE THE COMPARTMENT FLOOR AT THE DRAIN E NCL ENCLOSURE SF SQUARE FOOT _ EN EQUAL SH SINGLE HUNG S. GARAGE SEPARATION FROM DWELLING UNIT Eb. ESP EACH SIDE ELECTO STATIC PAINT 6H SHELF GARAGE $HALL BE SEPARATED FROM THE DUELLING UNIT AND IT'S ATTIC AREA BY SHWR SHOWIER MEANS OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE EW EACH WAY SPEC SPECIFICATION EXT. EXTERIOR 3MS SHEET METAL SCREWS 10. GARAGE CEILING BENEATH HABITABLE ROOMS EXT'G EXISTING so SQUARE EXP EXPANSION 5/8" TYPE "X" GYPSUM BOARD FOR GARAGE CEILINGS BENEATH HABITABLE ROOMS FBA.. FLORIDA WILDING CODE 55 STAINLE66 STEEL SHALL BE FASTENED AT MAX. S" O.C. V MIN Ik" bd COATED NAILS OR EQUIVALENT FDN FOUNDATION Si STIRRUPS DRYWALL 5CREU.S. STD STANDARD FIN FL. FINISH FLOOR STL. STEEL II. GARAGE DUC TS FLUOR FLUORESCENT SW Sim SWITCH PO FLOOR OUTLET DUCTS IN THE GARAGE 4 DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE F.R FIRE RATED DWELLING UNIT FROM THE GARAGE SHALL BE MIN CIS" SHEET METAL 4 SHALL HAVE NO FIR DR FRENCH DOOR TEMP. TEMPERED OPENINGS INTO THE GARAGE. FRAM'G FRAMING TB, THROUGH BOLT 12. FEVTERIOR OPENINGS FT FOOT OR FEET TBM TIE BEAM FURR FURRING TW THICK NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED FROM G.T. GIRDER TRU68 T 4 G TONGUE 4 GROOVE ADJACENT WILDING BY A DISTANCE OF LESS THAN W-0". GA GAUGE TOB TOP OF BEAM GALV. GALVANIZED TAU3B. TOP OF BOND BEAM 13. PLYUl00D BACKING GFI GROUND FAULT INTERRUPT TOPL. TOP OF WOOD PLATE PROVIDE IP HORIZONTAL PLYWOOD BACKING IN KITCHEN W/ TOP a 35' AFF. 7 TOP a GL. GLASS T.O.TB. TOP OF TIE BEAM 8'-0" AFF. 4 N BATHROOM VANITY AREAS 0 TOP a 30" AFF. OR AS REQUIRED FOR GND. GROUND TPH TOILET PAPER HOLDER CABINET ATTACHMENT GYP GYPSUM TYP. TYPICAL 14. GLASS BLOCK GYP. ED. GYPSUM WALLBOARD UNO: UNLESS NOTED OTHERWISE HB NOSE BIBS UL UNDERWRITERS LABORATORIES ALL GLASS BLOCK ON ZERO LOT LINE SHALL BE ONE HOUR FIRE- RATED HC HOLLOW CORE VERT VERTICAL 15. FI AME SPREAD INDEX AND SMOKE DEVELOPMENT INDEXES HGT. HEIGHT v.IF. VERIFY IN FIELD HORZ. HORIZONTAL WA WEDGE ANCHORS WALL AND CEILING FINISHES SHALL HAVE A FLAME 5PREAD INDEX OF NOT W/ WITH GREATER THAN 200 AND A SMOKE DEVELOPED INDEX OF NOT GREATER HM HOLLOW METAL - THAN 450 HP6. HOOPS WC(WATER CLOSET FIR HOUR WD• WOOD 16. FLAME SPREAD INDEX AND SMOKE DEVELOPMENT INDEXES NVAC HEATING VENTILATION AIR OOND. WH WATERHEATER INSULATION MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 HVHZ HIGH VELOCITY RMICAU•E ZONE UM WASHING MACHINE AND A SMOKE DEVELOPED INDEX OF 450 ID IN51DE DIMENSION W/o WITHOUT INSUL INSULATION USG WATERPROOF INT. INTERIOR WPH WALL PHONE LAM, LAMINATE USCT WAINSCOT Wi WEIGHT ELECTRICAL SYMBOLS LEGEND I -WAY SWITCH HANGING LIGHT FIXTURE W1 110V DUPLEX OUTLET �a 3-WAY SWITCH WALL MOUNT LIGHT FIXTURE VL 110V UNDERCOUNTED OUTLET4 GF1 4-WAY SWITCH OUTLET r LIGHT FIXTURE WI IIOV GFI DUPLEX D t RECESSED DIMMER SWITCH '(\ GIPI 61UP 110V GFI/WP DUPLEX OUTLET EYE BALL RECESSED LIGHT R RHEOSTAT SWITCH 6 SWITCHED 110V DUPLEX OUTLET UTV VP VAPOR PROOF RECESSED 4 TV OUTLET \ / LIGHT FIXTURE (6 IIOV QUADRAPLEX OUTLET PH U T PHONE OUTLET FLOOD LIGHT (t) UJ IIOv SINGLE OUTLET -DEDICATED V UP" i WALL PHONE OUTLET ' F --- i FLUORESCENT FIXTURE ,4l 111 SWITCHED. 110V OUTLET �7 Y DEDICATED DATA LINE I-}F.11 TRACK LIGHTING ,�µ, 230V OUTLET u u VIM) ro LOW VOLT. PUSH BUTTON 230V HARD WIRE CONNECTION CEILING FAN OUTLET re LOW VOLT. DOOR BELL �.J�` NJ Oa IIOV FLOOR OUTLET �� CHIMES EXHAUST FAN IIOV GARAGE OPENER OUTLET M �--1 ELECTRIC METER EXHAUST FAN W/ LIGHT SD O 110V SMOKE DETECTOR 0 ELECTRIC PANEL GARAGE DOOR OPENER SD/CMD 110V SMOKE /CARBON MONIXIDE 0 DETECTOR COMBO F DISCONNECT SWITCH 110V JUNCTION BOX SO 110V SMOKE DETECTOR WALL FO MOUNT TIME CLOCK Q CENTRAL VACUUM SD/CMD OUTLET LOCATION HO 110v SMOKE /CARBON MONIXIDE DETECTOR COMBO WALL MOUNT -0 TC INTERCOM LOCATION O EMERG LIGHT. ® EXIT LIGHT STRUCTURAL NOTES THIS PLAN COMPLIES WITH THE REQUIREMENTS OF A.C.I. 530-II / ASCE. 5-11 FOR THE DESIGN OF MASONRY STRUCTURES. THIS PLAN IS DESIGNED USING THE WIND LOAD PROVISIONS OF A.S.CP. 1.10 MASONRY NOTES I. DESIGN OF THE REINFORCED MASONRY 19 BASED ON THE WILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, ACI 530-II, AND THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-11 2. CONCRETE BLOCK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE REQUIREMENTS OF ASTM C SO, fm . 1000 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 A91111 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 416 WITH SLUMP OF 8" TO 10". CONCRETE FILLED CELL MIX WITH A f OF 3000 AND A SLUMP OF UP TO S" MAY BE SU56TITUTED 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 B. REINFORCING STEEL SHALL COMPLY WITH ASTM A (,15, GRADE 60. ALL STEEL TO BE 5'5 UNLESS NOTED OTHERWISE, PLACED IN THE CENTER OF THE CELLS, UNLESS NOTED OTHERWISE. CELLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN VERTICALLY TO MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL CELL, MINIMUM WIDTH OF GROUT SPACE SHALL BE 4". STEEL TO BE LAPPED 46 BAR DIAMETER$ MINIMUM AND HOOKED INTO BEAMS 10" MINIMUM. 6. CLEANOUTS SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT FOR INSPECTION. 1. MATERIAL CERTIFICATES SHALL BE SUBMITTED AND APPROVED FOR THE REINFORCING STEEL, MASONRY UNITS, MORTAR AND GROUT MATERIALS. 6. WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWEL6 MAY BE DRILLED 0/8' DIA, x 8" DEEP MIN) AND EPDXIED IN PLACE WITH "US ANCHOR ULTRABOND EPDXY' S. SHORING DESIGN %ST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON STRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT. THE DESIGN OF THE BRACING OF WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION. CONCRETENO ES I. ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PAIL IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, MAXIMUM SIZE 54". CONCRETE SLUMP 5" MINIMA TO 6" MAXIMUM. CCNCRETE MIX FOR FILLED CELLS 4 BEAMS TO BE 3000 PAIL PEA ROCK PUMP MIX WITH W-T SLUMP, OR 2,500 PAT. MIN, CELL FILL MIX W/ B" - II" SLUMP, 2,500 P.S.I. FOR SLABS ON GRADE 4 FOUNDATIONS. 2. MINIMUM CONCRETE COVER FOR REINFORCING BARS: STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) 3" BLABS ( CAST AGAINST SOIL 1 V2" SLABS (ABOVE GRADE LEVEL) 3/4" BEAMS AND COLUMNS 1 1/2, 3. REINFORCING BAR5, 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. (A.C.I. 313-1IP'. 4. LAP ALL REINFORCING BAR SPLICES 36 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL REINFORCING BARS SHALL BE SECURELY WIRED TCGET14ER IN THE FOR -IS. TLUO-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-W (30" EA. WAY) UNLESS OTHERWISE NOTED I s-z DETAIL REFERENCE SECTION REFERENCE OPENING " DOOR / WINDOW SIZE 2 fEG�99v EXTERIOR OPENING -36 142 P5F REFERENCE SPECIAL NOTES DESIGN WIND LOAD CALCULATION ELEV.- ELEV__ ELEVATION HEIGHT NOTE REFERENCE BUILDING LOCATION REFERENCE MARK 5 FOUNDATION PLAN NOTES: I. SLAB ON GRADE: 4" THICK 2500 psi CONCRETE SLAB WITH WxW/w1.4 x w1.4 WELDED WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1/3 OF SLAB SUPPORTED V-0" ON CENTER MAX. ON 6-MIL. VAPOR BARRIER ON CLEAN S5 % COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING CAPACITY 16 2500 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2,500 FSF MIN BY AN ARCHITECT OR A FRDFE86IONAL ENGINEER 2. CORNER BARS: THE OUTER BAR OF FOUNDATION STEEL $HALL BE CONTINUOUS AROUND CORNERB USING CORDER BARS W/ A MINIMUM LAP SPLICE OF 16" 3. INTERSECTING BLOCK WALLS: AT ALL INTERSECTING BLOCK WALL8, INTERLEAVE CONCRETE BLOCK OR BREAK OUT A 5" x 5" HOLE BETWEEN WALLS a 24' O.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS FRAMING PLAN NOTES I. THE ROOF FRAMING PLAN SHOWS LOCATION 4 DIRECTION OF ALL ROOF MEMBERS (TRJ66E$ AND GIRDERS). FOR INDIVIDUAL TRUSSES, SEE LAYOUT 4 ENGINEERING SHEETS BY TRUSS MANUFACTURER 2. ALL CONCRETE BEAM$ TO BE A MINIMUM OF 6" x 12" WITH (2) 5 5AR5 TOP 4 (2) 5 BARS BOTTOM UNLESS OTHERWISE NOTED ON PLANS. 3. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM STEEL 16" INTO POURED BEAMS. 4. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP 10 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) 2"xl2" HEM -FIR 02 UNLESS NOTED OTHERWISE ON PLAN 1. 4 N S.YF. MAY BE SUBSTITUTED ANYWHERE HEM -FIR IS SPECIFIED 8. PROVIDE FILLED CELLS 9 MINIM 6" ABOVE 4 6" BELOW ALL EXPANSION BOLT LOCATIONS IN CBS. WALLS (TYPICAL) S. $PACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAINS ABOVE. COORDINATE W/ ARCHITECTURAL PLANS 10. PROVIDE Hi" GYPSUM WALLBOARD DRAFT -STOP TIGHT -FITTED FROM CEILING TO DECK ABOVE IN FLOOR SYSTEM ALLOWING NO INDIVIDUAL AREAS GREATER THAN 1000 6F. ELECTRICAL PLAN NOTES I. SMOKE DETECTORS SHALL BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL 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 1102E 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 DtLELLNG UNITS SHALL BE TAMPER RESISTANT AS PER NEC 406.11 1. INTERSYSTEM BONDING REQUIRED AND $HALL COMPLY WITH SECTION 250.N, 2011 NEC 8. GARAGE DOOR OPENER TO BE GPI PROTECTED N ff) NORTH ARROW FOOTING MARK BOND BEAM MARK TRUSS/ANCHORAGE CONNECTOR LABEL COLUMN LABEL 0 1 2 3 GRAPHIC SCALE SCALE GROUT FILL CELL IN CMU. SEE FOUNDATION FOR STL. GROUT FILL CELL N CMU. SEE FOUNDATION FOR STL. CONC COLUMN. SEE FOUNDATION PLAN FOR 5TL. 111111111111111111111111 ' " - .•- NON BEARING FRAME WALL LEDGER LABEL BEARING FRAME WA6L PLAN REVISION LABEL r - -- - -- - - _.r SOFFIT LINE ABOVE INTERIOR ELEVATION LABEL Izag SOFFIT IN PROFILE GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT PULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE WALSH ENGINEERING INC. BACKCHARGES WILL NOT BE ACCEPTED. 2. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED WITH ALL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS. 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR ROOF, AND WALL OPENINGS AND PENETRATIONS. 5. IT IS THE CONTRACTORS SOLE RESPONSIBILITY COORDINATE THE WORK OF ALL TRADES AND DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING, ITS COMPONENTS AND TRADE BASE DURING CONSTRUCTION. 6. ALL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY 81MILAR CONDITION ELSEWHERE IN THE WOW EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN. 1. BUILDER IS RE51-CN515LE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRICTURAL MEMBERS DURING CONSTRUCTION. B. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECE66ARY SHOP DRAWINGS, WINDOWS, DOOR$, ETC. TO WALSH ENGINEERING INC. FOR REVIEW AND APPROVAL. S. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. 10. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF WALSH ENGINEERING INC„ AND SHALL NOT BE USED OR REPRODUCED WITH OUT THE EXPRESS WRITTEN CONSENT OF WALSH ENGINEERING INC. 11. THE CONTRACTOR $HALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED WILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH FSC. P2105 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2101.1 FB.C. 3. DISF'OSITICN OF RAIN WATER SHALL COMPLY WITH FB.C. PLUMBING CODE CHAPTER 11. 4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF 10' FROM AN ADJOINING LOT LINE 4 10' ABOVE GRADE PER F.B.0 P31036 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE WILDING. 6. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH F.BC. 6013 1, W.H. P. 4 T. VALVE 4 LINE $HALL COMPLY WITH F.B.C. 5046 TABLE P29032 MAXIMUM FLOW RATES AND CONSUMPTIONS FOR Plfths'60- FIX'NF�ES, FIXTUFE FITTINGS, AND APPLIANCES PLUMBING FIXTURE PLUMBING FIXTURE OR FIXTURE FITTING OR FIXTURE FITTING LAVATORY FAUCET Le, GPM AT 60 P51 SHOWER HEAD° _ 1.5 GPM AT 80 PSI IB GPM AT 80 P51 SINK FAUCET WATER CLOSET 1.28 GPM AT 60 1-51 DISHWASHER 6.5 GALLONS PER CYCLE OR LESS (ENERGY STAR/WATER SENSE CERTIFIED) WASHING MACHINE WATER FACTOR OF OR LOWER (ENERGY STAR/WATER SENSE CERTIFIED) FOR 51: 1 GALLON PER MINUTE • 3.185 L/M I POUND PER SQUARE INCH • 6U855 IcPa a. A HANDHELD SHOWER SPRAY IS ALSO A SHOWER HEAD. b. CONSUMPTION TOLERANCE SHALL BE DETERMINED FROM REFERENCE STANDARDS. c. WATER FACTOR IN GALLONS PER CYCLE PER CUBIC FOOT. L SHOWER CONTROL VALVES SHALL COMPLY WITH P2108.3 FBC-R 2. FIXTURE FLOW RATES SHALL COMPLY TABLE 2503.2 FBC-R 3. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER TO COMPLY WITH 1-2503A File Copy TERMITE TREATMENT REQUIRED ;ONCEALEO FAS I ENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD ALL MANUFACTURES LADLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FSC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED STRUCTURAL DESIGN STATEMENT I CERTIFY THAT, TO THE BEST OF MT' KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE SEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTIONS OF THE BUILDING CODES. I ALSO CERTIFY THAT THE STRUCTURAL COMPONENTS, SYSTEMS, 4 RELATED ELEMENTS PROVIDE ADEaUATE RESISTANCE TO WIND LOADS AND FORCES SPECIFIED BY THE CODES LISTED BELOW. DESIGN PARAMETERS 4 ASSUMPTIONS CODE EDITION: E FLORIDA BUILDING CODE 5th EDITION (2014) EASCE 1-10 (EXPOSURE CONDITION, INDICATE C ) CONSTRUCTION TYPE: V 5 OCCUPANCY CLASSIFICATION: R-3 ,5UILDING DESIGNED AS: El PARTIALLY ENCLOSED ® ENCLOSED ❑ OPEN ❑ TESTED (WIND TUNNEL) BUILDING HEIGHT: E<_ 60ft. ( ASCE 1-10 ) ❑ > 60Ft. (MUST USE ASCE 1) MEAN ROOF HEIGHT: 15'-0" MAX. (FOR LOW R15E BLDG. WITH SLOPED ROOFS) RISK FACTOR II - (DETERMINED BY BUILDING USE/ OCCUPANCY, REFER TO ASCE 1-10 TABLE 1.5-1) INTERNAL PRESSURE COEFFICIENT: t.18 (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 Vuu 132 V°°d 5A51C VELOCITY PRESSURE 32.01 F 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 L0 PSF TOTAL CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA: WEATHERING - NEGLIGIBLE TERMITE - VERY HIGH INDEX C5 COVER SHEET I FLOOR PLAN 2C EXTERIOR ELEVATIONS A WITH STONE 3 FOUNDATION PLAN 4A ROOF FRAMING PLAN A 5 SECTIONS AND DETAILS F0 TYPICAL SECTIONS AND DETAIL$ I ELECTRICAL PLAN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WiTH .ALL'kPPLICABLIR CODES. Ip3-c�333 �T. .II(TF OUNTVRTTI IP IIIVISION DEVIER'F,D FOR :ODTPL � )A tWIL, M BY mnv 044 DATE 'A' 4 PLANS AND PERMIT DUST BE KEPT ON JOB OR NO INSPECTION WILL BE DLADE. o U O A A cC Q z z W J N M® N U O O 7� n CC3 Q� 3k O n M N L\ D U pC° � m Q)m�� M � OMi O in Pa v D, Q G: \GENS�e�y' 71 ; 3915 'r OF Document Information Project #: 60-2802- L Dale: 07/12/16 Drawn: TRS/DL Checked: SRW Sheet # @ it� lot' Sheets mmoma V-. CERAMIC TILE ON 252a. 351a" 6%. STUDS II DURAROCK OVER 1/2" PLYWD. NB UK m > FILL ALL VOIDS UNDER W TUB FLOOR W/ EXPANDING FOAM a FINISH FLOOR A TUB DEGG DETAIL SCALE: I" = I'-0" - PLATE YWOOD BACKING _. STUDS PLATE B CABINET SECTION SCALE: 1/2" = 1'-0" 0 ry a 9 VARIES 6 (SEE FLOOR PLAN) c INTERIOR ELEVATION I SCALE: 1/4" = I'-0" EXTERIOR WINDOW 4 DOOR SCHEDULE OPENING DE51GNATION ELEV. A 4 B WINDOW / DOOR CODE 5LOCK CONSTRUCTION MASONRY OPENING IMPACT Y/ N SHUTTERED Y/ N REMARKS WIDTH HEIGHT 1 3'-0"x5'-0" SOLID CORE x %„ Y N EGRESS 2,3 I'-0"x8'-0' SIDE LIGHT Y N 4, 6, 13, 23 (V 26 SH 14' x 12" N Y TUBE MULLION N Y 5 I6'-0"x1'-0" O.N.D. IV x 84 Y N 1, 9, 10 25 SW 31' x (13' N Y EGRESS 6, II, 20 12 SH 19I/v x 26" N Y 12 2'-6"x8'-0' SOLID CORE 34' x. W. Y N 14 6'-0"k9'-0" 9J3D. 12" x 96" N Y 15, Ib 26 SH 31' x 12" N Y 11, 18 8'-0"x8'-0" S.GD. 96" x 96" N Y 19 1/2 35 SH 26 VP x 63, N Y 21, 22 FIXED GLASS 40" x 40" N Y • FIELD VERIFY ALL MASONRY OPENINGS t ROUGH OPENING DIMENSIONS WITH MANUFACTURES SPECIFICATIONS. • FOR DESIGN PRESSURES, SEE ARCHITECTURAL FLOOR PLAN ADJACENT TO EA. WINDOW t DOOR AREA CALCULATIONS LIVING: 2112 SF GARAGE: 505 SF COVERED ENTRY: 152 SF COVERED PORCH: 288 5F TOTAL: 3111 SF 24'-W1 4'4. I'-d' 3'-1" P-I0" 5'-6" 6'-4" V-8" 51/2' V-2' 1'-5 V2° 4" 9" V-2" '-3 1 3/4" MAXIMJM STEP =N TO LA DIMS LANDIN53 TO BE AT LEAST AS WIDE AS DOM II 12 sH 5.l "40A 12' to 13 r2, u sH 393 •36.1 P 39.4 I -- ---- - ----- -r I - .6 - -- - -- - - - -- _ I � 3'-1 5/8" 1'-V I'-3° x' 3'-6 3/8" I Il'-0" I B'•6" FAMILY RM. g 12"xl6" SHAMPOO NICHE • 48" AFF. 6'0XB'0 32 •34Gm I 9 0 1 TEMPT) GLASS SHOWER ENCLO. 1 N - 15 26 sH CC NC. PAVERS CN SAD I 39.4 •36J COVERED PORG4 BEDROOM v 10'-0" CLG. § 10'-0" CLG. _ 16 26 ` 1 3/ "MAXIMJM STEPTO i = C 39.4 36.1 L 1� 6' LE 1 SOD M TO BE AT T A5 WIDE AS 18 e'0�xyep0 n M rn 25 SH IX/E- 333 V-8 1/4" 5'-113/4" ro D'-5 VY 7L4'-Il( 9'-113/6" -_• ^J WIG• R 1 9 \ 10KLL�G�L] O s. 6 _/-® > I m m all 9 - R!S a 1 BEDROOM 03 CLG. t9 IT-4 3/8" 'ISLAND 'o \ \ 3 .m. fiL 3'41" ti 8' 8 V2' 00 LIVING 0'-0" CLG. E+'-2 Il8' 3'-I V4' 1"L487ER SIiItE� 10'-8" COFFER CLG. s'gB. T40 1/4• j 3'-1 N. LL. w N T 3 5/8' V-4" in 395 .36b SHAM' SHAMPOO � NICHE • 7 n 4 AFF. 0,-1 5/e' Z 4'0x8'0 BF I Im'-0" GL- 2" 3'-4'XV-0" --- _ m — 8" 6'-3 1/8" _ _ V-8 TV 2 Q; 3 3/V 18' 4'-2 3/5 m C ,m I 2'-3 5/8. + V-41"xV-0" L I I H35 EH - IS m m a1.4 r 3'-6 13181-1�'o « S 9 '^ 9'-8 IR' 2'-1 I/8' 8" Z\C7 I 1'-4 3/8' S m T �'w''w'� Jl1 IWs C I0'_0" CLG. PRYER VENT io Tin FOYE cLG •j I'0x8'0 m SIDE LIGHT ,.. L° p Y j j h1 ._ 0i ro - - in = n,,, BArN n 2'8x8'0 10'-0" CLG 1'-5 Sir;� K 6'0x8o I BP I 9 - BF '0 mW0.4 IL WI.G• If R ! S 12 SH 3'-3 V8' x WALL 10'-0" CLG. C 9� ryy\y 2'bx ti+�Q ry ry N 9 6'mx9'0 I „� BF W "a \ / /\ '0 n , ►' ,3\b iJ� ISTUDY- 10'-0" CLG. 3 36 M0.4 25=RE9 39B •36b I M CLG. M m m I(OPT.1 I W { I(OPT. 1 L _ 1 G G. 7° @ :n °D IRO 91 LIGHT -41b •38.4 P3F iV Ul -J 2'0x8'0 BF G 8 0m - ' I 8010. z8 -38. dB.1 z UN 4 MG •2'-3 5/e" II'-10" 2'-1 1/4" 6'-31/W •2'-4" II Wa = 5'-10" 2'-4' j 6'-4 6'-4" 2'-3 5/8" II'-6 3/B" 4r2)1b I � � (2126 SH 3 .4 +36,1 CO j j 39.4 86.1 / \ �A/C \ / =v - ATION 2'8x8'0xWi4" SOLID CORE DOOR W/ 2"x4" RABBETED JAMB AND AUTOMATIC CLOSER WH - - -- - -- --- -- - - - - - - - - - - - - - - ENTRY 14'-0" CLG. GONG. PAVERS _ _ _ON S_AN_D _ - - _ _ _ _ - _ _ -. _. _ • ---- _ --_- - -_ TEMP'D GLASS SHOWER ENCLO. c p io - ® '^ - - -- - -- _ _ _ _ _ v - 1 3/4" MAXIMUM STEP DOWN TO LANDING. LANDING TO BE AT LEAST AS WIDE AS — / yc \ I I n O Q 9 I DOOR NOTE. COVERED ENTRY m 7. BEAM VARIES BETWEEN - - -- - - - - - - ELEVATIONS. REFER TO FRAMING PLANS FOR BEAM HEIGHT. 22PIXEID 2IFIXEO4 I 40B .31b f-F -502 alb PSF GAR CNE 10'-0" CLG. '^ m I 5 r Xlo I I 35.1 •31.9 I �T I I - - - - 6 r2) 26 N1 I LULHv = 39.4 36.1 AN NOTE: FRONT WALL BEAM VARIES BETWEEN L — BEAM I 6E ELEVATIONS. REFER TO FRAMING PLANS FOR GHT. 1'-0 3/8" l'-4 3/8" 1'-0 3/8" I' -II 5/5" W-6" 1'-4" l'-0" I' -II 5/8" V-10 3/4" I' -II 5/8" l'-m" 1'-4" I'-9" 3'-4° Y-0" 3'-4" 21'-4" 8'-4" 9'-10" 8'-4" IV-2" MAR 0 O 2 N 7 A Q N MO O o Oct h+l -./....... %tl Document Information Project #: 60-2802- L Date' 07/12/16 Drawn: TRSIDL Checked: SRW Sheet # L�'nIII u of Sheets SCALE: 1/4" = 1'-0" POLYSTYRENE LION 4'-0�"1�. I BEAM`r ED OVER =D FRONT E L E VAT I ON VENEER WRAPS TO FRONT FACE OF COV'D ENTRY i COLUMN SCALE: 1/4" - I'-0" ELEv.=14'-0" 1 O OF BOND BEAM � �ELEV.= 10'-0" YTOP OF BOND BEAM h ELE V:= 0'-0" YFlNISH FLOOR NI GHT SIDE ELEVATION H355H ELEV.= 10'-0" TOP OF BOND BEAM Y 26SH 26SH ELEV.-V-0� FINISH FLOOR LINE $ REAR ELEVATION SCALE: 1/4" = P-0" Y 10P OF 00ND BEAM 2SN 256H 25SH 25SH EGRESS EGRESS EGRE55 LOOIR LINE I SIDE ELEVATION CONCRETE MASONRY WALL MORTAR JOINT MORTAR SETTING BED TYPE M OR TYPE S CEMENT MOTAR 1/2" TO 3/4" THICK REBAR (SEE FOUNDATfON PLAN FOR LOCATIONS) 3/4" TO 2" THICK PRECAST LIGHTWEIGHT CONCRETE VENEER APPLIED DIRECTLY TO CLEAN MASONRY BACKING STONE VENEER ON MASONRY DETAIL STONE VENEER SCALE: ILx" - I'-0" 26SH IN; ELE• 14'-0" TOP OF D BEAM G71 0 C O A A a W J N M® N P� o O � 41 � N '--� n en N b M x 3 �w paD� m N v ro M L o Ln D� fA v w `tll lY(7 0 E �f71111� Document InIforlmation 1 Project #: 60-2802. L Dale: 07/12/16 Drawn: TRS/DL Checked: SRW sheet # 2@ of sheets SCALE: 1/4" = 1'-0" BLOCK WALL BEYOND — SLOPE FIRST PAVER — BRICK PAVERS--\ SEE FOUNDATION PLAN FOR FOOTING SIZE — GARAGE DOOR 121iz" �Y m ° FOOTING DETAIL • GARAGE DOOR OPENING SCALE: 3/4'' = I'-0' GATE VALVE (TYP.) THEF41AL EXPAN8104 � \ F TANC �cw. rnlo 0 kXISOM SEE FOUNDATION X��V��\ PLAN FOR��/�j " FOOTING SIZE CURB DETAIL • GARAGE b b 114ID." r WATER HEATER WITH BUILT-IN INTERNAL HEAT TRAP TEMP 4 RE55. RELIEF VALVE-ASM.E. DI8CHAR3E 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 V ABOVE GRADE ON EXTERIOR —OF BUILDING AIR CHAP/ PRESSURE RELIEF DETAIL N.T.S DATER HEATER EQJIFMMT SCHEDULE MODEL NUMBER FIRST HOUR RATING GALLONS ENERGY FACTOR GAL. CAP. ELEMENT WATTAGE 240 VAC RECOVERY 901F RISE GAL/HOUR R VALUE DIMENSIONS IN INCHES APPROXIMATE SNIPPING WEIGHT CLBSJ TOTAL HEIGHT I DIAMETER HEIGHT TO T4P RELIEF VALVE STANDARD MAXIMUM ECT-52 62 ,at 50 4500 6000 21 16 54 201/2 411/2 125 2' VTR 2" NR 1 1/2" LAV. C.o. T W V. VTR 3 3 1 1/2" LAV. C.O. 2" 2" SLUR 2" 2" c o. 2" TUB 2 WAY C.O. 4 / OPT I I/2" LT TO SEWER PLUMIBING RISER DIAC�RA1" I 2" VTR I I 1 172" LAv ,4 57JcOR T I VV LAV. C.O. g" 3 W.C. SINKS 3" WG. 2 TU5 2" SWR SCALE: 3/4" = I'-0" FOUNDATION LEGEND 36"x3b"O' POURED CONCRETE PAD W/ PI (3) 5's EACH WAY BOTTOM. TOP OF PAD TO BE MIN. 8" BELOW GRADE (TYP.) 12" WIDE x 16" DEEP POURED CONCRETE FI FOOTING W/ 0) 51e BOTTOM I6" WIDE x 12" DEEP POURED CONCRETE F2 FOOTING W/ (2) 5's BOTTOM 8' WIDE x 10" DEEP F3 THICKENED EDGE BOTTOM OF EXTERIOR FOUNDATICNS TO BE 12" BELOW FINISHED GRADE (MIN.) 24'-w, 6'-4" 5'-8" 51/2" 3'-V I'-51/v s" 8'-2" 4'-3" l 3/4" MAXIMNMI STEP DCWNTO LANDING. LANDING TO BE AT LEAST AS WIDE AS DOOR 0 FI 1 —_ — — — — — — — — — — — — — — — — — — — — — — — — — — — ;LAV .B • I 6" W \ / I l 3/4" MAXIMUM STEP DOWN TO LANDING, LANDING TO BE AT F3 I LEAST AS WIDE AS y 5HOUlEIR I I POOR. 9 I V-4" 2W-4" • i FI I 1W - ILI J J - FI I l 3/4" MAXIMUM STEP PA ERS E DOU.N TO LANDING. LANDING TO BE AT • I LT AS WIDE A5 m I I FI i • 000p m i FI -------------------------- ti F2J � r I 35'•05/8" / 14'•113/B" s I I \ / /. DOUBLEQ)SINK < in • (I) 5 BAR VERT. W/ 10" HOOK a \ i TOP 4 TIED TO'4 DOWEL ® FIG. l W/ 24" LAP SPLICE FILL CELL W/ 3000 P51 COUR5E GROUT 30'-I IR' 29'-10 V2" I I I F2 I I I • I I FI =�� I I I I � REF F2 — m FI J �---------- I e I I I I I - II I II TUB n I I I 11 ,_ /WC\ 0 • ,'LAv1 L J I F2i1 I I I I I I m I I I I • l 3/4" MAXIMUM STEP I DOWN TO LANDING. _ _ I irl III LANDING TO BE AT AS WIDE AS o OPT U) I D� FI �WC I FI FI I FI L------ ------ IL-----------J - I FI I _---------_---_ IILAVI m IT f 14 ry LAV' / I 20'-03/4" I'•8" 6-4- 2'-4' 5'•10" 1--4'= 6'•4" i'•! � 5/8" 6'-0 T/0° ;a I'-115/8" 2'-101/4" T 5/B" � C\ NOTE: WATER HEAR— SHALL MATCH ENERGY '! f I I • EFFICIENCY CALCULATION m • FI / EXTENT OF CURES FOOTING I _ Q PI PI I I ACC I I EXTEND FOJNDATION \I TUB I\\ II I SHOWER UNDER BL.00K I \ f - NO ADDITIONALSTEEELLUMx REQUIRED i � I I I I O FI SLOPE 2" MIN. I r I � � I I I ' I - � � I I I I I I'i I I I I LFI ------------ - ---- 3 FI --- --� _—_—_—_—_ N.T.5. EXTENT OF CURB FOOTING AT I ON PLAN EXTEND FO'JNDATICN .—T UNDER BLOCK COLU-'PL O ADDITIONAL STEEL RECUIRED 4'-6" I' -II 1'-4 3/8" 1'-0 3/8" 1'-II 5/8" 4'-6" I'-4° 1--0' 1'-11 5/8" 5'-10 3/4" I'-11 5/8" T-0" i'-$" I'-s" V-4" 7-O" 3'-4" I'-s" 21'-4" 8'-4" Y G *A 0 A Ll a z z W J N z � O N z O Q O O CC3 � zvc 0 a MINE ��. 4ds� • .r Document Information Project p: 60-2802. L Date: 07/12/16 Drawn: TRS/DL Checked: SRW IMEME Sheet # of Sheets SCALE: 1/4" • 1'-0" ANCHORAGE SCHEDULE CON-EGTCR FASTENERS MAXII'IM ALLOWABLE MAX. UPI IFT MODEL NO. LOADS TO WOOD TO CONC SIMPSON META 12 (2) STRAPS (5) OdAY' LATERAL LOAD OB V Tea MOISTURE (1)MOISTURE RAILS EACH EMBEDDED TO BM 340' 1985• BARRIER BARRIER FPARALLEL EW. TO BM. • (F2> Q MEMBERS MINIMUM C SIMPSON HETA () STRAPS (6) rod2- NAILS LATERAL LOADPARALLEL •- W/ TSS MOISISTURE (12) MOISTURE EACH STRAP EMBEDDED TO BM. • 1225' (FU 2500' BARRIER BARRIERS FEW. TO BM. • 1520' (F2) SIMPSON (ID) SIMPSC I (2) I/U"Al 2- MEMBERS MINIMUM E (Il I/4"x3" SCREW'5 TITEN HD 50000 FGTR SCREWS, (36)SM'5CN SO (4) I/Yx5' 2- MEMBERS MINIMUM .- E2 SIMPSON (2) I/4 x3" SOWS TITEN ND FGTR SCREWS F ems. ALL MEMBERS TO BE ANCHORED TO CONCRETE BEAM W/ "B' ANCHOR UNLESS OTHERJJ15E NOTED ON FRAMING PLAN • FOR SINGLE "C" CONNECTORS ONLY, TO INCREASE A ONE -MEMBER TRUSS TO TWO -MEMBERS, NAIL A 12' LONG 02 SYP 2x8 BLOCK, CUT TO THE SHAPE OF THE TRUSS AT THE HEEL, TO THE TRUSS WITH (8).131'x3" NAILS • FOR SINGLE "Ell CONNECTORS ONLY, TO INCREASE A ONE -MEMBER TRUSS TO TWO MEMBERS, USE A 24' LONG et SYP 2x6 BLOCK ON THE OPP051TE FACE OF THE TRUSS, NAILED TO THE TRUSS WITH (16) .131' x 3" NAILS. ON "E" 4 "E2" CONNECTORS, POUR ALL CELL$ SOLID WITHIN 6" OF TITAN TD SCREWS O 51MI'5ON (9) ImdxI4' a TRUSS . LATERAL LOAD PARALLEL TO TOP K. • 5W (F1) a HIOA (1) (13)10dxIV2' a TOP FL. PERP, TO TOP FL. • 2850 (F2) � 1140• O 61MFSCN LSTA (2) (1)10dxIV2 •TRUSS (1)16dxV2 • TOP PL 0 24100 B EACH STRAP NOTHi • ALL MEMBERS TO BE ANCHORED TO TOP PLATE W/ 'P" STRAP UNLESS OTHERWISE NOTED ON FRAMING PLAN b) SIMPSON (b) 3/6"A" TI H SIMPSONn/ LGJ 28-2 D5 1/4"x2 1/2" HD $CREWS GRAVITY LOAD • 8250' 24350 (8) SIMP60N SD (5) 3/8'x4" TI O SIMPSON LG"10-2 lU V4"x2 V2" HD SCREWS GRAVITY LOAD • 9515' 3515s SC (8)I/4"x2 3/4" w O SIM SON 1 J114=6 2 (I) l6)10d NAILS TITEN HD GRAVITY LOAD = 24 0m' 1085s SCREWS "I/4"x2 3/4' O SIMPSON (1)TITEN (10)10d NAILS 1 HD GRAVITY LOAD • 4350' 1810" RIAW2102 SCREW JNOTE• • TO INCREASE A (V MEMBER TO A (2) MEMBER USE A 2'x6• VERTICAL NAILED TO THE TIII END VERTICAL w/ (12)10d NAILS GENERAL ANCHOR SCHEDULE NOTES: 04/08/2013 • ALL PRODUCTS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. • STRAPS LENGTHS CALLED OUT ABOVE ARE MINIMAL. • UPLIFT 4 LATERAL LOADS AT TRUSS TO WALL CONNECTIONS ARE TAKEN INTO ACCOUNT IN THE ANCHORAGE SCHEDULE ABOVE. • THE UPLIFT$ FOR INDIVIDUAL TRUSSES ARE LESS THAN THE VALUES LISTED ABOVE FOR THE CONNECTOR USED TO SECURE THE TRU85. • ALL ANCHORS 4 RELATIVE NAILS SHALL BE GALVANIZED AS PER FBC 23216 SAFE LOAD TABLE FOR Wx&" NIGH - STRENGTN PRECAST 4 PRESTRESSED U LINTELS LENGTH SAFE LOAD - POUNDS PER LINEAR FOOT UNFILLED FILLS 2'. 10" ( 34") Precast 2,302 Liza. 605E Lbs, 31- 6" ( 4211) Precast 2,302 Lbs. 6,039 Lbs. 4'. 0" ( 489 Precast 2,029 Lbs. 6,039 Lbs. 41- 6" ( 541) Precast 1)651 Lba. 6,039 Lba. 5'- 4" ( 64') Precast 1,184 Lbs. 5,051 Lbs. 5'-10" ( 10") Precast B12 Lbs. 4,144 Lbs. 6'- 6" ( l8") Precast 931 Lbs. 3,396 Lbs. 1'. 6' ( 90") Precast 161 Lbs. 2010 Lbs. 9'- 4" (112") Precast 513 Lbs. 1,515 Lbs. 10'- roll (12611) Recast 456 Lbs. IS14 Lbs. II'- 4" (136") Precast 44D Lbs. 1,365 Lbs. 121- 0" (14411) Precast 414 Lbs. 1254 Lbs. 13'- 4' (16011) Precast 362 Lbs. 1016 Lbs. 141- 0" (168") Precast 338 Lbs. 1003 Lbs. 14'- 8" (116") Prestressed NR 1310 Lbs. IV- 4" (184") Prestressed N.R 1250 Lbs. Ill- 4" (200") Prestressed N.R. 950 Lbs. IS'- 4' (232") Prestressed N.R. 150 Lbs. 21'. 4" (2561') Prestressed N.R 610 Lbs. 221- 0" (264") Prestressed NI 510 Lbs. 241- 0" (28811) Prestressed N.R. 410 Lbs. L TESTS CONDUCTED BY AN INDEPENDENT TESTING LABORATORY. 2. ACTING AS A COMPOSITE BEAM WITH AN 8' PERIMETER BEAM - ONE 5 BAR M THE LINTEL, ONE'5 BAR IN THE BEAM. BASED ON TESTS CONDUCTED BY WARNER F. BOSCH, PE. BEAM SCHEDULE (f'c-3000ps1 f'In=1500psl F9=60 KSI) MK SIZE BOTT. STEEL MID. STEEL TOP STEEL REMARKS L2 8"x8" (U •5 - POURED SOLID W/ BEND BEAM ABOVE (6' MM) L -12 12 "x8" (U 85 POURED SOLID III BOND BEAM ABOVE (*'MN) L4 8"x34" (DOE, POURED SOLID W/ BOND BEAM ADOYIE BBI 8"x8" (1)05 CONT. BOND BEAM 5152 8"x16" (U05 CONT. BOND BEAM W/ (I)'5 TOP RBI x8' (V 05 (MID) RAKE BEAM - NOTE: Minimum bearing of lintel shall be 4" each side for spans less than 10 LF. 4 8" bearing For spans greater than 10 LF. Mortar shall be Type M or S USE BBI o TOP OF ALL WALLS UNLESS OTHERWISE NOTED USE 552 ALL AROUND AT SECOND FLOOR LEVEL THE DESIGN OF THE UNIT MASONRY IS IN ACCORDANCE WITH: ACI-530-11 / ASCE 5-II SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 12U8 12FB-215 12F12-25 12FI6-25 12F20-215 12F24-2B 12F28.215 12F32-25 3'-ro" (42'9 PRECAST 3531 4921 1605 10004 12336 14630 16905 IS163 4'-0" (48") PRECAST 3011 4080 1605 10004 12336 14630 111 19163 4'-6' (54") PRECAST 2413 3350 6199 10004 12336 14630 111 19163 5'-10" (10") PRECAST 1664 2256 4161 6614 11022 14630 16905 14614 6'-6" (18") PRECAST 1428 1934 3490 54el 6399 13068 15146 115W l'-6' l90"1 PRECAST Ills 1588 2191 4231 6163 8889 11131 8451 V-4" (112") PRECAST 850 Has 2021 2962 4104 5546 6940 5250 10-6" (126") PRECAST 651 1019 Ills 2415 3361 444E 536s 4034 ll'-4" (136"1 PRECAST 555 '323 1541 2210 29T1 3009 4539 3393 12'-0" (144") PRECAST 485 501 1431 2033 2112 3354 4000 2515 13'-4" (160") PRECAST 366 1 1132 1633 213e 2640 3159 2324 (168'V PRECAST 345 563 1011 1460 IS14 2310 2821 2068 (208') PRECAST N.R. 332 605 el9 1155 1434 TR3 1206 1111'II' BEAM a ' 0 BEAM * 141-011 AFF. RAKED BEAM LEDGER SCHEDULE (U P.T. 2"x4' WOOD LEDGER ATTACHED q TO BLOCK WALL AT ROOF ELEVATION W/ 3/4" x 3' TAFCONS • 24' 0.0. FASTMER 80-EQUI E (CONTINUOUS HEADER 12d GIN NAILS- DUO-FAST/14ITACHI 3 V41028" 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" Or - EXTERIOR WALL 4L11EATHINr 8d COMMON OR POWER DRIVEN NAILS 031 x 21,2" LONG W/ 261" DIA FULL ROUND HEAD) FASTENED • 6" O.C. N FIELD 4 EWE$ 4 4' OC. a CORNER STUDS METAL LATH TO VERTICAL WOOD FRAMING GALVANIZED EXPANDED METAL UE6HING NO LE56 THAN IB LBS. PER SQ. YARD FASTENED W/ GALVANIZED NAILS, W/ HEADS NOT LESS THAN 3/8" N DIAMETER DRIVEN TO A PENETRATION OF AT LEAST 3/4' AND USING A MIN OF IV NAILS PER SQUAR-c FOOT, OR BY APPROVED STAPLES HAVING EQUAL RESISTANCE TO WITHDRAWAL. TRUSS TO TRUSS CONNECTIONS SEE TRI155 ENGINEERING PACKAGE FOR MANUFACTURER'S REQUIREMENTS. THIS 15 THE RESPONSIBILITY OF THE 5PECIALTY ENGINEER FOR THE TRUSS COMPANY. WOOD STUDS TO BLOCK WALLS TAPCONS 1y'x3' LONG a 8" O.C. - USE ONLY PRESSURE TREATED LUMBER P.T. BOTTOM PLATES TO TOP OF TIE BE V2'xl' LONG EXPANSION BOLTS a 32' O.O. W/ 3"934xV4' WASHERS 4 20 ga. GALV. MPLATE ANCHORS a EA. STUD FASTENED W/ (3) ad NAILS EA SIDE. ( 2x6 4 2xS WALLS ONLY ) (ALTERNATE) -HILTI DRIVE PINS .145"x3" LONG (OR EQUAL) a 8" O.C. 4 USP 'TA" STRAPS Wl (4) rod NAILS EA. STUD (SUPPORTED MOSES MUST BE LESS THAN 30'-0' LONG) PT_ BOTTOM PLATES TO TOP OF BOND BEAMS 1/2"xl" LONG "J" BOLTS a 24" O.C. W/ STANDARD WASHERS 1 29'-a" __. 6 5'-5" L 74'•U" �/ , I L2 11 t/LF I L 1 442PI A S I I I I I I I 1 8"xlb" POURED CONC. BEAM W/ (2) 111 TOP, (2) "1 BOTTOM TOP 6 10'-0" AFF. L2 I I I 442 s/LF <----r-----r- - I - — - —1--1/ �.7. -°_,_ NOTE: TRUSS COMPANY TO CANTILEVER ROOF TRUSSES AND - - - - PLACE 600 FOUND CONCENTRATED LOAD AT THE END OF I I I I I I I I I I I I THE HIP TRUE$ TO CARRY THE DOUBLE 2x6 HEADER I I I I I I I I I I I I �I K D DOUBLE 2x8 HEADER STRAPPED TO EACH C TRUSS W/ (2) SIMPSON LSTAU STRAPS W/ (4) 5 J31'x3" NAILS EACH END OF EACH STRAP II I I I I I I I I I I i I I I I I III K I L2 1 ! - ---------- -- -315NLF__ j' • I I I 1 1 I I I �. 1 I I �- • Im80•/LF S E FASTENER SCHEDULE I W-111/4" - - - - - — - - — - - — —1 FOR WOOD STUDS TO BLK I I L2 I I CONNECTION (TYPE 1155•/ 1 - ! I ' II I I - - — - - 1_ BEARING WALL 11325bLf 1325•/LI� 02 HEM -FIR 2x4 NAILER- I I _ _ _ I \ 2x6'e a 6" O.C. SEE DETAIL E/S) I I a L .!I 0-0" APP. I \ HEADER L — — —__ / \\ ij. POST 02 1 "N W HEM -FIR 1 I I I ' -------- -- -�' ---- /-- -� I I BEARING WALL02 I 1 HEM -FIR 2x4's0 6""OC.�- I \ O I I BEARING WALL O I I! I 1 I 4 HEM-FIR- 2x6's a 6' OC. ------------- - ---_------ OP•10,_O��AP_- I 1 1 I 15'-II V4" 1 --------------- --- ---- -- -- -- --� -- -- - - I I I I I I L-- ---� -- J L2 O I - } L2--- 442O/L 825 s/ i I I I-- - ----- ----- -- ---- (2)2x12 �pl1 1 (3)2x41 I 2x4 NAILER HEADER I SEE DETAIL E/5) II EM FIR — I� I I I I I I I I I —•1 825 s/L _ I UJD. TRUSSES 1 0 r- H \ I I I I a 24" O/C (MAX.) r I BEARING WALL e! HEM -FIR 2x4'e a IS OC. I *141U I TOP a 10.0" Air 1 L2 A I I I a BEARING WALL 825 s/ I ylj I 02 HEM-FIR- I �"___—__ _ + 2x6's a lb"OC. I I TOP 10-0"I AFF. 1 I I I I ----J 1 I 1 I 1 I 3 I GAEND BLE GABLE ----- -- - ---- ® ----- --�- -----+ I I I 11 TRUSS I END I j TRUSS I I I L2 SEE FASTENER I I 1 I K L21 K SCHEDULE FOR I 1 442•/ - - WOOD STUDS TO BLK CONNECTION (TYPI. SM. I I I I •�•II ----- ----- --L- -- --- I I I 12/LI I I•. 1 L2 _Ii•�• i " E 136A I L2 I II IE3•iLP I I - -- ---- - \ / ----- -_ --- -- ----- - 1 5 I1 1 621'/LF I I 1 821•/Lk.!I A 5 I 1 I if • I I I 22 x36° ATTIC 1 1 1 - ---N- -- -� - r . I L2 (R) I I L2 ( ) - - - - - - — \ / / L ACCESS J 411 /L I 411s/L - ------- _ -- --- -- -- 1 L2 (2) 613' F - 1 I L2 L2 I - _ I I 411 •/LF 411 �/LF r � I I Lz 955• I c I c - 1 I L2 I I - I ------r---1----'-- I L2 (�) I ROOF FR41" l I NCB FLAN 4'-roll 12'_4" 4'4" 8'-4" 9'-101, 8'-4" 12'-2" v 0620 r_4 N V O V I W I Ls.- .i s .. a00� • Document Information Project# 60-2802.L Dale; 07/12/16 Drawn: TRSIDL Checked: 3Rw Sheet # of Sleets SCALE: 1/4" • V p SOFFIT DETAIL rJ =�112 NAIL UPPER AND LOWER PLYWOOD TO HIP GIRDER 6 6" O.C- SEE TYPICAL WALL SECTION FOR NAILING REQUIREMENTS. TOP PIECE OF ROOF SHEATHING ON JACK TRUSSES TO BE 2'-0" WIDE SHEET OF PLYWOOD MIN. SHEATHING DETAIL SCALE 72"77" APA RATED 40/20-US/32 EXP. I, EXT. GRADE PLYWD. W/ Sd NAILS a 6" OL. EACH MEMBER 2x8 VERTICAL a EACH TRUSS W/ (3) J31" x 3" NAILS TOP CHORD I BOTTOM CHORD OF EACH TRUSS 2x8 CONTINUOUS W/ (3) .131" x 3" NAILS EACH VERTICAL SCALE: 3/4" " I'-C" x4" ATTACHED - W/ 1/4" x 3" >.C. AND ROOF I1-5 ® 6" O.C. FRAME CONNECTION DETAIL SCALE: 3/4" • I'-0" ROOF TRUSSES (2).131"x3" NAILS EACH OUTLOOKER GALv. STL. STRAP (SEE ANCHORING SCHEDULE) - ROOF SHEATHING (SEE HIP SET SHEATHING FOR NAILING) — 2x6 OUTLOOKERS AT 24" O.C. Sd RING SHANK NAILS e 4" O.C. DRIP EDGE P.T. ix2 2x6 FACIA NAILED W/ (2) Ibd NAILS EACH OUTLOOKER— (RBI) RAKE BEAM (SEE BEAM SCHEDULE) GABLE END DETAIL 2x4 NAILER W/ (2).131x3" NAILS EACH TRJSB. NAIL BOTH SHEETS OF PLYWOOD TO 2x4 NAILER W/ 8d RING SHANK NAILS AT 6" O.C. USE WHERE TRUSSES ARE PERPENDICULAR TO EACH OTHER ROOF SHEATHING DETAIL SCALE 3/4"=I'-O" VOI-12 SCALE: 3/4" • 1'-0" Iz 5 PLYWOOD SHEATHING (SEE WALL SECTION) 4rTOP OF ING BEAR GABLE ROOF TRUSS 15/32" PLYWOOD SHEATHING W/ Sd NAILS 6" O.C, ALL MEMBER PLYWOOD SHEATHING (SEE WALL SECTION) 2"x4" LEDGER AT ROOF LINE WITH (2) .131"x3" NAILS EACH STUD. BACKNAIL LEDGER THROUGH WALL PLYWOOD W/ Scl NAILS e 6" O.C. 1 GABLE TRUSS SHEATHING DETAIL SCALE: 3/4'' = I'-0" (2) 2x8 HEADER APA RATED 40/20-IS/32 EXP. I, EXT. GRADE PLYWD. W/ 8d NAILS a 6" O.C. EACH MEMBER 24 VERTICAL s EACH TRUSS W/ (3) .131" x 3" NAILS TOP CHORD d BOTTOM CHORD OF EACH TW66 NOTE: NOTCH 2x8 VERTICAL TO ALLOW FOR (2) 2x8 HEADER 2x8 CONTINUOUS W/ (3).131" x 3" NAILS EACH VERTICAL SOFFIT DETAIL SCALE: 3/4" . 1'-0" NOTE: CLEA' ANY DEBRIS BEFORE API ANY SEALAt FLASHING PROCEDURE SIMILAR AT LIQUID APP, MEMBRANE SEAL WINDC INSTALLATIG PRE -CAST: TYPICAL CMU WINDOW FLASHING DETAIL SCALE: NTS Pile 0 6 2017 MONSOON monsoon F� 1� W^^ �I N O O O � Ct 0 con n m N ° m o 'C W � 0 L to 3 0 w u P4 r� V N' N O O o m m v cYi m '* v rn W O PC ;Way � 0 Itilllf)(� . � w 33915 Cr ATE OF w 441 C A JA,- Document Information Project #: 60-2802. L Date: 07/12/16 Drawn: TRS)DL Checked: SRW Sheet # 9 of v Sheets — is . ROOF TRUSS SEE ANCHOR SCHEDULE ` FOR "B" CONNECTORS, FOR NAILING USE (3) CONCRETE BOND BEAM SCREWS OR (4) HILTI-DRIVE PINS. a AV2" U.S. ANCHOR CONC. CI283 MAX. UPLIFT) SCREWS OR.145"04" HILTI-DRIVE PINS. FOR "G" OR "G2" SCRELLl9 OR PINS TO BE NO CONNECTORS, USE (6) CLOSER THAN 2" O.G. - a - CONCRETE SCREWS OR USP RT STRAP ° (8) HILTI-DRIVE PINS. (ONE FOR EACH (2150 MAX. UPLIFT) STRAP MISSED) MISSED STRAP DETAIL MSDBS ROOF STRAP TRUSSES W/ MT812 OR LTSI2 STRAPS W (6) I0d x 1 1/1" NAILS INTO THE TRUSS AND (6) 10d x I 1/1" INTO THE TOP PLATES, ((1) 10dx1 Y' NAILS IF TOP PLATE IS HEM -FIR) UNLESS OTHERWISE NOTED ON THE FRAMING PLAN MAX UPLIFT. 120" USE (2) STRAPS FOR UPLIFT OVER 1200 UP TO 14400 GIRDER S.YP. DBL. TOP PLATE OF INTERIOR BEARING WALL- SEE FRAMING PLAN FOR ANCHORAGE WOOD STUDS (SEE FRAMING PLAN FOR SIZE, GRADE 4 SPACING) SEE FRAMING PLAN FOR SIZE. GRADE AND SIMPBCN 5P4 OR 9P6 PLATE ANCHOR W/ IS) Iodx1'h" NAILS EACH MEMBER EACH SIDE (SSE MAX UPLIFT) P.T. BOTTOM PLATE 3"X3"XI/4' WASHER 1/2"xl" (10" 0 GARAGE STEP) EXPANSION BOLTS Is 24" O.C. 4 WITHIN 4" OF MILTIPLE STUDS G SNPSOd S" (OR SPH6) IV (5) 0dxI VJ" NAILS EACH SIDE — ,arias (see GYP BOARD P.T. PURE WOOD Gnan.ns STUCCO ON C.E.S. CONTINUOUS CAULK BEAD BRICK MOLD BCREW5 AS PER DOOR MANUF. PRODUCT APPROVALS EXTERIOR DOOR WOOD DOOR JAMB P.T. 2x BUCK TO PROVIDE FULL SUPPORT OF DOOR FRAME WITH 1/4" x 3" TAPCONS Is 12" O.G. USE ADDITIONAL TAPCON 0 LATCH LOCATION < IN THE HEAD AT THE CENTER OF DOUBLE DOORS SHIM (ALTERNATE - BUILD UP JAMB AS NEEDED W/ Ix AND/OR V2" PLYWD., FASTEN TO P.T. 2x W/ 5d NAILS 0 0" O.O. STAGGERED) DESIGNED TO MEET THE REQUIREMENTS OF FBC 5th EDITION (2014) SECTION R 103S FLASHING, 12 DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER TYP. ALUM. WINDOW SILL CORROSIVE RESISTANT "TAPCON" CONC. SCREU INSTALLED AS SPECIFIE IN WINDOW MANUFACTUR PRODUCT APPROVAL - 1/4" )MAX.) SHIM CAULK IN FRONT BEHIND WINDOW FRAME - PRECAST CONC. SIL TYP PRECAST CONC. SILL DETAIL CAST -SILL HALF SCALE PROVIDE CONTINUOUS P.T. 2x6 NAILER AROUND GARAGE DOOR OPENING FASTEN W/ pia" x 3" TAPGONS • 12" O.C. \ ° O.H. GARAGE DOOR W/ TRACK ATTACHED CUT (4) 5"x5" )MIN.) 1 TO 2x6 W/ LAG BOLTS PER MANUF. SPECS. i HOLES INTO ,: ` BOTTOM OF LINTEL PRECAST CONCRETE LINTEL ABOVE ARCHED OPENING - - - - --- FILLED W/ (V 5 BAR 2 1 CONT. TRIM W/ GONT. POURED SOLID W/ BOND f CAULK BEAD BY GARAGE BEAM ABOVE 1 POURED ° DOOR MANUFAC. CONC. ARCH BELOW ' � 1 " BREAK 5"x5" HOLE IN , BLOCK WALL r PLACE (I) SEE FOUNDATION PLAN FOR 5 DIAGONAL EA. SIDE SPECIFIC STRUCTURE o FILLED CELLS W/ (1) OR (2) _ _ _ _ _ _ _ _ GARAGE DOOR OPENING 5 BARS VERTICALS DEPENDING ON LOCATION (SEE. ROOF FRAMING PLAN) STUCCO ON GONG BLOCK w/ CON(. FILLED CELLS TYPICAL POURED ARCH DETAIL ARCH-20 SCALE: 1/2 1'-0" FS1J 5PH4 (OR SFH&) PN6)W/(5)10dxl IR" NAILS EACH SIDE �(2)ER (SEE FRAMINGSIZE, GRADE AND LSTAIB W/ (1) Ibd NAILS EA. END Is CRIPPLE 1 • STUDS ABOVE (2) JACK STUDS O FULL HGT. STUD INTERIOR BEARING WALL CONNECTION DETAILS RW-15 (ROOF TRUSS LOAD) 1 1/2"=1'-0" TYR GARAGE DOOR ANCHORAGE DETAIL GDA-GENERIC SCALE: 1112" I'-0" ♦11000, \\ /♦ EXTEND CU 5 TO NEXT FILLED CELL \ (4'-0" MIN.). POUR BLOCK SOLID ♦ W/ BEAM ABOVE. \ / L 0" VARIES TOP OF BEAM (BEE FLOOR PLANT TYP. CON(. "U" ' BLOCK BOND BEAM\ I (SINGLE OR DOUBLE) \ • • . ,I .: ° W/ 10" HOOK VARIES TOP OF BEAM (SEE FLOOR PLAN) -' �,� �•.) { �'�� =- i POURED CELL W/ (1) \ ;I.� ,•�'� 5 CONTINUOUS FROM \• ��;', . BEAM TO FOOTING (SEE FOUNDATION PLAN FOR FILLED CELL LOCATION. ,•`JI STEP DOWN BEAM DETAIL 513-5TEP4 3/4"=1 1 -O" 1/4" CONTINUOUS BEAD OF CAULK BEHIND BUCK — a Q ° 4 Q a a 4 4 4 4 47 Q CBS File 4 p z A a Ep + -j Z, p a STUCCO tTr1-/2AuN1Lrl CAULKP.T. Ix WOOD BUCKTO EXTEND BEYOND INTERIOR WALL FACE OF WINDOW OR S.GD. FRAMEHILTI NAIL CPS SIVE RESISTANT "TAPCCN" 099-122 0 6" OC CREWS INSTALLED AS SPECIFIED OW 4 SGD. PRODUCT APPROVAL NOTE: METHOD OF ATTACHMENT AND TYP. ALUM. WINDOW JAMB / SLIDING WATERPROOFING PROCEDURES ARE GLASS DOOR JAMB THE SAME AT POURED CONC. SILL TYP. WINDOW E S.G.D. JAMB DETAIL SGD-JAMBFbc SCALE: 1'-0" . 1'-0" APPROVED TRUSSES ATTACH CHANNEL TO TRUSS ABOVE W/ hia" COURSE THREAD DRYWALL 25ga. BY 57L. STUDS SCREWS o 24" O.C. 0 24" O.G. Oroll O.G. 6 AREAS RECEIVING TILE) 112" GYP. BIRD. ATTACHED ON BOTH SIDES W/ APPROVED DRYWALL SCREWS * 12" O.G. AS PER F.B.C. 2314.4 E 2504B — APPROVED'. AS SPEC'D. I FINISH SLAB rTTACH CHANNEL TO CONC. FLOOR 1/ 112" CONC. STUB NAILS 0 IS" O.C. NOTE: SHALL COMPLY WITH ASTM C 154 INTERIOR NON-BRC1. WALL SECTION NON-BRG SCALE: 1112" : 1'-0" APPROVED ROOFING SYSTEM (SEE PRODUCT APPROVAL) ON APA RATED 40/20 - IS 32" EXPOSURE I, EXTERIOR GRADE PLYWO. SHT'G,(OPT, OSS) NAIL W/ Sd RING SHANK NAILS 1.131 x 2112" NAILS) 6" 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 o 24" O.G. 12 ALL TRUSS BRACING TO BE PLACED A$ 514OLLN ON TRUSS ENGINEERING. 5 GALV. STL. STRAP AT EA. TRUSS (SEE ANCHORING SCHEDULE)— / MOISTURE BARRIER (METAL SEAT OR FELT PAPER) 26ga. GALV. MTL. DRIP EDGE P.T. I x 2 SEE FLOOR PLAN 1 ELEVATIO_NS FOR TRUSS BRG. HEIGHT • - 2xS FACIA W/ (2) GALV 16d EACH TRUSS am AT SCREEN ENCLOSURE AREAS SECURE FACIA TO TRUSS TAILS W/ (2) USP RT3 W/ (4) Olcl (.131" DIA.) x 1112" NAILS EA. MEMBER, EA. CLIP (1000" MIN.) (SCREEN ENCLO. ON SEPARATE PERMIT) 5/6" (MIN.) STUCCO ON C.B.S. 1 1/2" RECESS 70 RECEIVE CONCRETE BLOCK FINISH FLOOR LINE APPROX. GRADE R-30 BLOUN INSULATION IR-30 BATT INSULATION o KNEE WALLS P.T. Ix2 FIRESTOP 1/2" SAG RESISTANT DRYWALL 8"x8" CONC. "U" BLOCK SYSTEM W/ (1) 5 CONTINUOUS 1 50" LONG COMER BARS AT ALL CORNERS.' PRECAST CONCRETE LINTEL ABOVE WINDOWS 4 DOORS (1) 5 BAR VERT. IN CONC. FILLED CELL W/ 10" HOOK o "U" BLOCK (SEE FOUNDATION PLAN FOR LOCATION) 1/2" GYP. BOARD ON P.T. I x 2 FURRING STRIPS Is 24" O.O. (IS" O.C. IN MOISTURE RESISTANT GYP. BOARD AREAS) 8" CONCRETE BLOCK WALL R-4.1 PERFORATED FOIL INSUL. ON FURRING STRIPS 04 DOWEL IN FILLED CELL (SEE FOUND. PLAN FOR LOCATION) WOOD BASE CONC.SLAB (SEE FOUNDATION PLAN) ° o _ — _ °_ _ _ APOR BARRR;Ef\d ES FOUNDATION PLAN //\\\/ \\//\\\//\\\/\\/4 201- P Rf,AITiING TYPICAL 1-STORY WALL SECTION St. Lucie (;cun,; SCALE: 3/4" - I'-O" O b O U F Q U U � O Q � v a z z W J N MO W N O O � � 5c7i O 1�- 0 �N�ryry c" m N M C) W '0 '0 cr m N c w W G x � 3 wu faM m r = N O m P. m C75 a Vi Om ti w G-I V 0 w 0" \A 1C N P- IOo ♦ /N GL' ♦♦a .� 33s15`�`: 2 r ' r�TE op Document Information Project #: 60-2802- L Date: 07/12/16 Drawn: TRS/DL Checked: SRW Sheet # \J of 8 Sheets SERVICE: 120/240 I -PH 3W MAIN BUS: ISO AMP NEUTRAL: FULL MOUNTING: AL PANEL SCHEDULE TRI ELECC"All POLES: 40 MAINS: 150A mein breaker TYPE: A.I.C.: 10,000 WIRE SIZE POLE/BREAKER LOAD JaE 7RCUIT CIRCUIT I&E. LOAD POLE/BREAKER WIRE SIZE "6 2P/50A (4.0 KW) A/C SYS. CONDENSER 01 1 2 A.H.U. / HEAT STRIP'1 10.0 KW 2P/60A "6 3 4 I'6 2P/50A 6.0 KW DBL. OVEN 5 6 COOKTOP 80 KW 2P/40A is 1 8 012 012 012 h4 "14 IP/20A IP/20A IP/20A IP/I5A IP/I5A 12 KW 12 KW 1.6 KW REFRIGERATOR 1 REFRIGERATOR 2 (GARAGE) WHIRLPOOL PUMP GENERAL LIGHTING GENERAL LIGHTING 9 II 13 10 12 1 14 I6 18 MICROWAVE GAR DR OPENER 10.9 EACH GENERAL LIGHTING GENERAL LIGHTING GENERAL LIGHTING 12 KW 15 KW IP/20A IP/20A IP/15A IP/I5A IP/I5A 012 012 014 •14 014 h4 IP/I5A GENERAL LIGHTING 20 GENERAL LIGHTING IP/I5A 014 "14 IP/I5A GENERAL LIGHTING 22 F25 24 26 28 30 32 33 34 35 36 31 38 39 40 12.0 KW 21.0 KW SERVICE: 120/240 I -PH 3W MAIN BUS: 150 AMP MOUNTING: ELECTRICAL PANEL SCHEDULE "BI, NEUTRAL: FULL POLES: 40 MAINS: 150A main breaker TYPE: A.I.G.: 10,000 WIRE SIZE POLE/BREAKER LOAD U IRCUI �?`� LOAD POLE/BREAKER WIRE SIZE 012 21-/20A (2.8 KW) A/C SYS. CONDENSER "2 I 2 A.H.U. / HEAT STRIP "2 3 5 KW 2P/30A 010 3 4 IP/I5A fl4 010 2P/25A 4.5 KW WATER HEATER 5 6 SMALL APPLIANCES 1.5 KW IP/20A 012 EL .1 8 SMALL APPLIANCES 1.5 KW IP/20A 412 010 2P/30A 5.0 KW DRYER 9 10 SMALL APPLIANCES 15 KW IP/20A 012 II 12 DISHWASHER/DISPOSAL 1.1 KW 2P/20A 012 •12 IP/20A 1-5KW WASHER 13 14 014 IP/I5A I GENERAL LIGHTING 15 I6 WHIRLPOOL TUB 15 KW IP/20A 012 014 IP/I5A GENERAL LIGHTING 11 18 GENERAL LIGHTING 11 014 014 I1 GENERAL LIGHTING 19 20 GENERAL LIGHTING IP/I5A 014 014 IP/I5A GENERAL LIGHTING 21 22 GENERAL LIGHTING IPA5A 1 14 012 2P/20A 12 KW IRRIGATION PUMP 23 24 25 26 21 28 -- 29 30 31 32 33 34 35 36 31 38 39 40 122 KW 12.1 KW LIGHTING CALL. FOR 2112 S.F. x 3 WATTS/SO, FT. • 8.4 KW TOTAL CONNECTED LOAD: 12D .42 (1/2 of LTG) . 21.0 = 31.2 KW PANEL A (A/C • 100%) • -10.0 KW TOTAL WITHOUT A/C LOAD: 21.2 KW ELECTRICAL SERVICE CALCULATION (PER SECTION 220.40 NE.C.) A.H.U. / HEAT STRIP = 10.0 KW FIRST 10.0 KW ® 100% 10.0 KW REMAINDER a 40% (112 x AO) 6.9 KW TOTAL COMPUTED LOAD 26.9 KW KII x 1000 w = 1121 AMPS PROVIDE 150 AMP SERVICE 240 VOLTS (3)"3/0 XHHW-AL IN 2" CONDUIT LIGHTING CALL. FOR. 2112 OF, x 3 WATTS/SO. FT, • 8.4 KW TOTAL CONNECTED LOAD: 121 .42 (1/2 of LTG) . 12.1 = 2S.1 KW PANEL B (A/C 6 100%) • -5.0 KW TOTAL WITHOUT A/C LOAD: 24.1 KW ELECTRICAL SERVICE CALCULATION (PER SECTION 220A0 NE.G.) A.H.U. / HEAT STRIP 5.0 KW FIRST 10.0 KW • 1009- 10.0 KW REMAINDER • 40% (14.1 x .40) 5.1 KW TOTAL COMPUTED LOAD • 20.1 KW KW'S x 1000 w • $63 AMPS PROVIDE 150 AMP SERVICE 240 VOLTS (3)03/0 XHHW-AL IN 2" CONDUIT ELECTRICAL SYMBOLS LEGM I -WAY SWITCH HANGING LIGHT FIXTURE lU1 110v DUPLEX OUTLET 13 �j 3-WAY SWITCH WALL MOUNT LIGHT FIXTURE VL 110V UNDERCOUNTER OUTLET 4 dGPI DUPLEX OUTLET 4-WAY SWITCH / \ FIXTURE 110v GFI D \ / RECESSED LIGHT DIMMER SWITCH I�GFI WP 110v GFI/WP DUPLEX OUTLET EYE BALL RECESSED LIGHT !r RHEOSTAT SWITCH SWITCHED IIOV DUPLEX OUTLET TV / \VP VAPOR PROOF RECESSED 4 TV OUTLET \ / LIGHT FIXTURE � 110V ONADRAPLEX OUTLET PH PHONE OUTLET g FLOOD LIGHT .1. lV 110v SINGLE OUTLET -DEDICATED U)pH = WALL PHONE OUTLET F---i FLUORESCENT FIXTURE ,{{ t11 SWITCHED 110v OUTLET �7 Y DEDICATED DATA LINE u u TRACK LIGHTING 230V OUTLET -Q Fe LOW VOLT. PUSH BUTTON 230V HARD WIRE CONNECTION CEILING FAN OUTLET -0 me LOU) VOLT. DOOR BELL 110V FLOOR OUTLET 0000 CHIMES ® EXHAUST FAN 110v GARAGE OPENER OUTLET ELECTRIC METER EXHAUST FAN W/ LIGHT SD Q IIOV SMOKE DETECTOR 0 ELECTRIC PANEL }�'l GARAGE DOOR OPENER SD/CMD III SMOKE /CARBON MCNIXIDE O DETECTOR COM50 Fll DISCONNECT SWITCH Q 110V JUNCTION BOX SD IIOV SMOKE DETECTOR WALL I-0 MOUNT ®t TIME CLOCK ® CENTRAL VACUUM SO/CMD OUTLET LOCATION I'O IIOV SMOKE /CARBON MCNIXIDE DETECTOR COMBO WALL MOUNT C INTERCOM LOCATION a p O E'ErG. LIGHT ® EXIT LIGHT ELECTRIC METER M BY FLORIDA POWER < LIGHT A/C h (3) 3/0 XHFW-AL / 2' CONDUIT MAIN E AMP'�50AMPANELPIBEL Y PLORIDA A L 150 AMP IPH. 3W, 115/230V� _ OWER A LIGHT! FLUSH MOUNTED NEMA 1 102 SOLID OR STRAND CU. GROUND TO COLD WATER PIPE, FOUNDATION STEEL N 5/8" x 8'-0" GALV. DRIVEN ROD COLD WATER FOUNDATION PIPE STEEL SPRINKLER THE (IF APPLICABLE) CLOCK ELECTRICAL RISER DIAGRAM ELECT N.T.S. METER FAULT CURRENT CALCULATIONS ISCA 21,502 (GIVEN BY FPNL) 10 LINE TO LINE (L-L) FAULTS ON 2 x L x I 2 x 40' x 21,W2 10, CENTER - TAPPED I TRANSFORMERS C x EL - L FL L 5000 x 240 19601 to LINE TO NEUTRAL (L-N) FAULTS ON 2 x L x I x 1.5 2 x 40' x 21,SO2 x 15 10, CENTER - TAPPED I • FL-N 2.1902 TRANSFORMERS C x EL - L 50M x 240 ML-L I I .1.060, 1.- 3496 1„1 I 1 . 12 MI • I . 2.1909 • 2638 ISCA (L TO L) • 3496 x 21,902 • S054 AMPS ISCA (L TO N) • .2638 x 21,eC2 • 1,360 AMPS r 1pl�i�iYZI llGld�s � , BEDROOM*3 CLG FANI- i OUTLE'�,pk, 0 SD BATti-� s \ TV � II /I BEDROOM 02 CLG PAFI'�� OUTLET J I / FAMILY RMCLG PAN I . i / OUTLET I , 1 � � 84" I i i i i I I I I �.- ---- - - - - - - - - - - - - --- - - - - -- --- - -- - -- --a -..-.- � TO FAN j TO\\ L*W COVERED PORCH / BREAKFAST KITCHEN i FOR OPT. REF ,,;FI GFI . WH SWITCHED LIGHT IINATTI F - - - � i L - - - � I / i ELECT '-- I PREWIRED PANEL / GAR DOOR „EL / OPENER 1/1111111 a] 1101111 io1 r - to] 1111111 Irw 011 `IC I I I I LLF 4 _ / TO 3 / LIGHT OUTLET FOR W N DISP. LIVING W. I FOR :RO. / MASTER SUITE I I I I I I � < / CLG FAN OUTLET y / ' I i i - -------- - - - - - FOYER 'Q\ 'P \ TV G' V OUTLET FAN 1 -(T\� OUIL.ET STUDY Ul i I GFI i I I I i I NTRY / - - - / --- - - -- -- GPI OUTLET FOR WHIRLPOOL TUB File Co \/ I � II 1 I -----I s ALT. LOCATION FOR SPRINKLER TIME CLOCK OUTLET ALTERNATE LOCATION MAR 0 0 Tn' x G v a 0 Q Q d iYr a z z w J N M® w N � 3 j\moo 'L3 rn 0 n MCr M O W 'C rl vcV �F X ?� w U Cz co Ln aaC)m 'D M 4�J CO M sc U) a, O M � 0.1 v Q Dr O Document Information Project #: 60-2802. L Date: 07112/16 Drawn: TRS/DL Checked: SRW Sheet # T of 51 Sheets ,9do3 ap3 PROJECT #: LOT: 195 LH-2802-MW 4" MIN. PROVIDI4" MINIMUM CLEARANCE AROUN THE PERIMETER OF ALL AHU UNITS AHU MOUNTING DETAIL SCALE: N.T.S. KHAUSTFAN SCHEDULE #1 18CFM w/4" T-FIN-V.T.O. DUCTWRK- FLEXIBLE R-FACTQ - 6 NOTE: ECTWORK TRUNK LINE AND DROP LOC:ATNIS MAY VARY FROM PLAN DUE TO TRUSS INFIGURATIONS CU MOUNTING DETAIL SCALE: N.T.S. SYSTEM#1 &#2 BRAND - LENNOX: 2.5 TON CU AHU MODEL : 14HPX-030 BX25UH-030 37"X25"X25" "X18.5"X22" DIMENSIONS -HXWXD MCA 17.1 MAX FUSE (AMPS) 25 50 HEAT STRIP (KW) N/A 8 REF. LINE SIZE- ('O.D.) SUCTION 314 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: 28,200 NOTE: 1. REFRIGERANT LINES w/1/2" T-CELL INSULATION THRU ATTIC SECURED TO W). w/ 4X4 26 GUAGE LINE CHASE 2. USE 3/4" SCH 40 PVC FOR CONDENSATE DRAINS. CONDENSATE DRAIN OUTLS TO BE MINIMUM 12" OFF SLAB 3. AUXILLARY FLOAT SWITCHES ON AHU'S CONDENS, TO CU#1 CU#2 File Copy 0 a o' W 0Lo n ,;d m 0 W W U Z Ocn l W Q O O 00 REVISIONS 1 NO. I DESC. I DATE DRAWN BY: DL/GM/HP 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: MECHANICAL PLAN SHEET NO.: mml