Loading...
HomeMy WebLinkAboutBuilding plansABBREVIATIONS FLOOR PLAN NOTES STRUCTURAL NOTES �y� A5 ANCHOR BOLT LAV LAVATORY AtIG/Itl PLAN NOTES: ABV ABOVE I.G. LONG I. NATURAL VENTILATION: THIS PLAN COMPLIES WITH THE REQUIREMENTS OF ACI.530-11 / AS.CE. 5-11 FOR THE DESIGN OF I. SLAB ON GRADE: AFF ABOVE FINISHED FLOOR LIK LINEN MASONRY STRUCTURES. THIS PLAN IS DESIGNED USING THE WIND LOAD PROVISIONS OF ABLE. IHO I CERTIFY T14AT THIS HOME 15 DESIGNED TO COMPLY WITH THE NATURAL VENTILATION AN ARC FAULT INTERRUPT LGT LIGHT 4" THICK 250E psi CONCRETE SLAB WITH 6'k6"/x WELDED WIRE MESH LOCATED T ALUM ALUMINUM L.T. LAUNDRY TUB REQUIREMENTS OF SECTION 402 OF THE FLORIDA BUILDING CODE 2014, MECHANICAL IN THE MIDDLE TO UPPER I/3 OF BLAB SUPPORTED 3'-ED 3'-0" ON CENTER MAX. ON 6-MIL. AHU AIR HANDLER UNIT MAX. MAXIMUM 2. SAFETY GLAZING VAPOR BARRIER ON CLEAN 95 k COMPACTED TERMITE TREATED FILL. DESIGN SOIL BF. BI FOLD M.C. MEDICINE CABINET REINFORCED MASONRY NOTES BEARING CAPACITY B 150E PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO S.P. BI PASS MECH MECHANICAL ALL GLAZING N SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND TUB MEET 2,50E PSF MIN, BY AN ARCHITECT OR A PROFESSIONAL ENGINEER ENCLOSURES, TO BE SAFETY GLAZED AS PER 2014 FBC. R308.4. ALL GLAZING IN ANY ELK BLOCK MRN. MEAN ROOF HEIGHT 2. CORNER BARS: BRKFbT BREAKFAST MTL METAL HAZARDOUS LOCATION OF A BUILDING WITH SILL LESS THAN 60" AFF. SHALL BE SAFETY L. DESIGN OF THE REINFORCED MASONRY 15 BASED ON THE BUILDING CODE REQUIREMENTS GLAZED AS PER 2014 F.R.C. R308.4 (2) ALL GLAZING WITHIN 24" OF AND PARALLEL TO A FOR MASONRY STRUCTURES, ACI 530-II, AND THE SPECIFICATIONS FOR MASONRY THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORNERS USING BLK'G BLOCKING MFR MANUFACTURER DOOR SHALL BE TEMPERED STRUCTURES, AGE 530.;-11 CORNER BARS W/ A MINIMUM LAP SPLICE OF 18" BM BEAM MICRO. MICROWAVE DRS. BEARING MIN MINII'NM 3, FIRE BLOCKING 2. CONCRETE BLOCK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE 3, INTERSECTING BLOCK WALL$: REQUIREMENTS OF ASTM C SO, Nm = 190E PSI MIN, BLOCK 15 TO BE HANDLED AND BOG. BOTTOM MIRROR PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES, STORED TO PREVENT DAMAGE TO AND CONTAMINATION OF THE UNITS. AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BREAK OUT A 5" CAB CABINET MA, MASONRY OPENING x 5" HOLE BETWEEN WALLS ®24" D.C. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CER CERAMIC MONO, MONOLITHIC 4. SHUTTERS 3. MORTAR TO CONFOR-I TO THE REQUIREMENTS OF A67M C 210, TYPE M OR S. MORTAR TO CELLS CJ CONTROL JOINT: BE TESTED IN ACCORDANCE WITH A9TM C 1314 AT THE BEGINNING OF THE PROJECT AND MTL METAL STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE PROVIDED At ALL AT EVERY 5000 8F OF WALL AREA, CL CENTER LINE 05W OBSCURE OPENNG6 EXCEPT THOSE PROTECTED BY APPROVED IMPACT RESISTANT DOORS AND CLG. CEILING OHD. OVER HEAD DOOR WINDOWS. 4. GROUT FOR FILLED CELLS SHALL BE 300E psi (MIN) AND CONFORM 10 THE CLO CLOSET OC ON CENTER REQUIREMENTS OF ASTM C 419, WITH A SLUMP OF 8" TO 10". CONCRETE FILLED CELL MIX CLR CLEAR OPP OPPOSITE 5. ROUGH OPENINGS WITH A N OF 300E AND A SLUMP OF UP TO 8" MAY BE SUBSTITUTED FOR THE SPECIFIED FR�,Ml�y'�. 3�LAN NOTES Cm CONCRETE MASONRY UNITS GROUT GROUT (OR FILLED CELL MIX) TO BE TESTED EVERY FOUR AND AT EVERY 50 '_1="' PLF. POUNDS PER LINEAR FOOT VERIFY ALL ROUGH OPENING MID MASONRY OPENING SIZES WITH MANUFACTURER'S YARDS MIN. WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE THE GROUT SHALL BE COL' COLUMN P.SF. POUNDS PER SQUARE FOOT PRODUCT SPECIFICATIONS. STOPPED 15' BELOW THE TOP OF THE CONCRETE BLOCK I. THE ROOF FRAMING PLAN SAWS LOCATION 1 DIRECTION OF ALL ROOF MEMBERS. CONIC. CONCRETE PAL POUNDS PER SOUA INCH 5. REINFORCING STEEL SHALL COMPLY WITH ASTM A (PIS, GRADE 60. ALL STEEL TO BE 5'S (TRUSSES AND GIRDERS). FOR INDIVIDUAL TRUSSES, SEE LAYOUT t ENGINEERING SHEETS CONK CONNECTION P.T.PRESSURE TREATED 6. EGRESS WINDOWS UNLESS NOTED OTHERWISE, PLACED IN THE CENTER OF THE CELLS, UNLESS NOTED BY TRUSS MANUFACTURER CSMT. CASEMENT PARTN PARTITION OTHERWISE. CELLS TO BE FREE OF MORTAR AND CELLS SHALL ALIGN VERTICALLY i0 CTR CENTER EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE TOOLS. 2. ALL CONCRETE BEAMS TO BE A MINIMUM OF 8" x 12" WITH (2) 5 BARS TOP t (2)'5 BARS PH PHONE EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH, 20' WIDE, AND MIN MAINTAIN A CLEAR UNOBSTRUCTED VERTICAL CELL, MINIMUM WIDTH Cf GROUT SPACE BOTTOM UNLESS OTHERWISE NOTED ON PLANS DEL. DOUBLE SHALL BE 4". STEEL TO BE LAPPED 48 BAR DIAMETERS MINIMUM AND HOOKED INTO DF DRINJCING FOUNTAIN - PKT. POCKET NET AREA OF 5.1 5F. FOR Ind FLOOR WINDOWS AND 5ID SF. FOR let FLOOR WINDOWS. THE BEAMS 10" MINIMUM. FL PROPERTY LINE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR, LATCH AT 54" AFF. MAX- 3. AT ALL POURED CONCRETE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM DIA DIAMETER PLYWD. PLYWOOD 6. CLEANOUT6 SHALL BE PROVIDED FOR ALL FILLED CELLS AT THE BOTTOM OF EACH LIFT STEEL 16" INTO POURED BEAM$. DIbP: DISPOSAL 1. INTERIOR NON -BEARING WALLS FOR INSPECTION. DIS DESIGN PRESSURE 4. PANEL 4. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO I" SMALLER OR 2" R RADIUS 25ga, 3' STL STUDS a 24" O.C. (Ib" O.C. •AREAS RECEIVING TILE) W/ V2" GYPSUM BOARD 1. MATERIAL CERTIFICATES SHALL BE SUBMITTED AND APPROVED FOR THE REINFORCING LARGER WITHOUT ANY CHANGE OF REQUIRED STEEL. DR DOOR REF REFIGERATOR ON BOTH SIDES. (TYPICAL) STEEL, MASONRY UNITS, MORTAR AND GROUT MATERIALS. DW DISH WASHER REINF REINFORCE, REINFORCED 5. STIRRUPS NOT REQUIRED UNLESS NOTED OTHERWISE, EA EACH B. BATHTUB AND SHOUTER SPACES 6. WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWELS MAY BE REQ. REQUIRED E6. ALL HEADERS t WOOD BEAMS TO BE (2) Vx12" PEM-FIR 02 UNLESS NOTED OTHERWISE ON E. EACH END DRILLED RI ROOT EPDXY" DIA x 8" DEEP MIN.) AND EPDXIED IN PLACE WITH "U5 ANCHOR EJ EXPANSION JOINT BATHTUB t SHOWER FLOORS t WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER HEADS ULTRABOND EPDXY" PLAN RD. ELECTRICAL � ROUGH OPENING t N SHOWIER COMPARTMENTS SHALL BE FINISHED WITH AN IMPERVIOUS, NON -CORROSIVE, S.C. SOLID CORE NON -ABSORBENT 1 WATERPROOF MATERIAL, MOISTURE RESISTANT BACKING BOARD 9. SHORING DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON 1. 2 N 5.Y.P. MAY BE SUBSTITUTED ANYWHERE HEM -FIR IS SPECIFIED ELEV. ELEVATION REQUIRED UNDER IMPERIOUS WALL AREAS IN BATH TUB t SHOWER SPACES. SUCH WALL STRUCTURAL MEMBERS NOT DESIGNED FOR THE WEIGHT. T14E DESIGN OF THE BRACING OF SCHED. SCHEDULE EMER EMERGENCY SURFACES SHALL EMEND NOT PAR MENT b'-O" ABOVE THE ROOM FLOOR LEVEL t NOT WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND APPROVED PRIOR TO 8. PROVIDE FILLED CELLS a MINIMUM 6" ABOVE t 6" BELOW ALL .EXPANSION BOLT BCD. SLIDING GLASS DOOR LESS THAN 10" ABOVE THE COMPARTMENT FLOOR AT THE DRAIN. ENCL ENCLOSURE SF SQUARE FOOT CONSTRUCTION. LOCATIONS IN COSL . WALLS (TYPICAL) EQ EQUAL LbIDE SHE SINGLE HUNG S. GARAGE SEPARATION FROM DWELLING UNIT S. SPACE FLOOR TR-46ES ACCORDINGLY TO AVOID CONFLICT III PLUMBING FIXTURE DRAINS ES. E ABOVE. COORDINATE W/ ARCHITECTURAL PLANS ESP ELECTO STATIC PAINT SHE SHELF GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND IT'S ATTIC AREA BY 5FWR SHOWER MEANS OF A MNIMUM 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE 10. PROVIDE 1/2" GYFSUM WALLBOARD DRAFT -STOP TIGHT -FITTED FROM CEILING TO DECK EW EACH WAY SPEC SPECIFICATION ABOVE IN FLOOR SYSTEM ALLOWING NO INDIVIDUAL AREAS GREATER THAN 1000 SF. EXT. EXTERIOR EM'G EXISTING 8IM5 SHEET METAL SCREWS 10. GARAGE CEILING BENEATH HABITABLE ROOMS NOTES EXP EXPANSION 50 SQUAB 5/8' TYPE "X" GYPSUM BOARD FOR GARAGE CEILINGS BENEATH HABITABLE ROOMS T/YI/+Gt1')r NO�7 SS STAINLESS STEEL CONCRETE I E FBC. FLORIDA BUILDING CODE SHALL BE FASTENED AT MAX b" OC. W/ MIN. 1T6" 6d COATED NAILS OR EQUIVALENT FDN FOUNDATION ST. STIRRUPS DRYWALL SCREWL5. STD STANDARD 1. ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 PS.I. IN FIN. FL. FINISH FLOOR SiL. STEEL II. GARAGE DUCTS FLUOR FLUORESCENT SW SWITCH 28 DAYS AGGREGATES TO BE CLEAN AND WELL GRADED, MAXIMUM 51ZE °0'. CONCRETE FO FLOOR OUTLET DUCTS IN THE GARAGE t DUCTS PENETRATING fPE WALLS OR CEILINGS SEPARATING THE SLUMP 5" MINIMUM TO 6" MAXIMUM. CONCRETE MIX FOR FILLED CELLS t BEAMS TO BE SLUMP, OR 2,500 P.S.I. I�AL PLAN NOTES 6"-T'P.S.I. MIN. CELL FILL MIX W/ FA FIRE RATED SYM SYMMETRICAL DWELLING UNIT FROM THE GARAGE SHALL_ BE MIN IDI9" SHEET METAL t SHALL HAVE NO 3,000 PAL PEA ROCK PUMP MIX WITH W - 11" SLUMP. 2,500 PAL FOR SLABS ON GRADE t FOUNDATION$. FR DR FRENCH DOOR TEMP. TEMPERED OPENINGS INTO 7NE GARAGE. FRAM'G FRAMING TB. THROUGH BOLT 2. MINIMUM CONCRETE COVER FOR REINFORCING BARS: I. SMOKE DETECTORS SHALL BE INTERCONNECTED 50 THAT THE ACTUATION OF ONE ALARM FT FOOT OR FEET Tam TIE BEAM 12, EXTERIOR OPENINGS STRUCTURAL PART MINIMUM COVER WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT FURR FURRING THK THICK NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED FROM FOOTINGS (CAST AGAINST SOIL) 3" 2. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED WITHIN 10 FEET OF EACH ROOM G.T.GIRDER TRUSS 1 t G iONWE t GROOVE ADJACENT BUILDING 8Y A DISTANCE OF LESS THAN 6'•0'. SLABS ( CAST AGAINST SOIL 1 1/J" USED FOR SLEEPING PURPOSES TOB TOP OF BEAM SLABS !ABOVE GRADE LEVEL) 3/4" GA. GAUGE BEAMS MD COLUMNS 114" GALV. GALVANIZED TABS.. TOP OU BOND BEAM 13. PLYWOOD BACKING 3. CIRCUIT NIAMBERS MAY VARY FOR LOAD CALCULATION ONLY. GFI GROUND FAULT INTERRUPT T.O.PL. TOP OF WOOD PLATE „ 3. REINFORCNG BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL MEETING PROVIDE d' HORIZONTAL PLYWOOD BACKING IT IT 301 W/ TOP • S AFF. !TOP ® AS.TM. A6IS, GRADE 00, REINFORCING BARS SHALL BE DETAILED, FABRICATED, 4• ALL APPLIANCE /ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING GL. GLASS TOTS. TOP OF TIE BEAM 8'-0" AFF. t N BATFNROOIM VANITY AREAS W/ T +a 30" AFF. OR AS REQUIRED FOR AS PER NEC 1103 t 11011. iPN TOILET PAPER HOLDER CABINET ATTACHPffNT. SUPPORTED IN FORMS ANDSPACED WITH ACCESSORIES FOLLOWING THE REQUIREMENTS OF GND. GROUND THE " MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE 5. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY RIM, DINING Fem., LIVING RM„ STUDY, GYP GYPSUM TYP. TYPICAL STRUCTURES. (AC.I. 318•IIY'. GYP. BD: GYPSUM WALLBOARD UNA. UNLESS NOTED OT14ERW18E 14. GLASS BLOCK HALLWAY$, BEDROOMS, CLOSETS AND FOYER SHALL BE ARC -FAULT PROTECTED. NB HOSE BIBS UL UNDERWRITERS LABORATORIES ALL GLASS BLOCK ON ZERO LOT LINE SHALL BE ONE HOUR FIRE- RATED 4. LAP ALL REINFORCING BAR SPLICES 3b BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL 6. ALL 125 VOLT 15 t 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY MATS TAMPER RESISTANT AS PER NEC 406.11 HC HOLLOW CORE VERT VERTICAL OF STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE CORNER V.IF. VERIFY IN FIELD 15. F 5 AD X AN SM 0 N INDEXES BARS AT ALL CORNERS FOR ALL CONTINUOUS REINFORCING N WIT MASONRY 5 x V-0" HOT. HEIGHT(30" EA. WAY) UNLESS OTHERWISE NOTED. 1. INTERSYSTEM Ek71NDING REQUIRED AND SHALL COMPLY WITH SECTION 250.94, 1011 NEC HORZ HORIZONTAL WA WEDGE ANCHORS WALL AND CEILING FINISHES SHALL HAVE A F ME`SFR£AD INDEX OF NOT FWM HOLLOW METAL W/ WITH GREATER THAN 200 AND A SMOKE DEVELOP D INDEX GP NOT GRATER $. GARAGE DOOR OPENER TO BE GFI PROTECTED HP5. HOOPS WC WATER CLOSET THAN 450 HR HOUR WD. WOOD 16. FLAME SPREAD INIDEX AND SMOKE DEVELO MENT INDEXES HVAC HEATING VENTILATION AIR COLD. WH UJATER14EATER INSULATION MATERIALS SHALL HAVE A FLAME SPIRE 4D INDEX OF NOT MORE THAN 25 14WZ HIGH VELOCITY HURRICANE ZONE LEM WASHING MACHINE AND A SMOKE DEVELOPED INDEX OF 450 ID INSIDE DIMENSION W/O WITHOUT INSUL INSULATION UP WATERPROOF INT, INTERIOR WIGH WALL PHONE LAM. LAMINATE WSCT WAINSCOT WT WEIGHT ELECTRICAL SYMBOLS LEGEND PLAN REFERENCE SYMBOLS I -WAY SWITCH -(Y�- HANCsING LIGHT FIXTURE tLU 110V DUPL€x OUTLET 3 k 3-WAY SWITCH WALL MOUNT LIGHT FIXTURE VL IIOV UNDERCOUNTER OUTLET 4 0 7 3 ,µCFI .� 4-WAY SWITCH .- S-2 IV � GRAPHIC SCALE / Wl IIOV.GF1 DUPLEX OUTLET SCALE N v RECESSED LIGHT FIXTURE C•PI f NORTH ARROW DIMMER SWITCH I W1UJP IIOV GFIAUP DUPLEX OUTLET R ; DETAIL REFERENCE GROUT FILL CELL IN CMU. SEE V` V EYE BALL RECESSED LIGHT RHEOSTAT SWATCH FOUNDATION FOR St. \ � VP VAPOR PROOF RECESSED SWITCHED 110V DUPLEX OUTLET ATV LIGHT FIXTURE ,{�, Tv OUTLET M23 FOOTING MARK n ® 110V QUADRAPLEX OUTLET PH L .. _ .. _ .. A SECTION REFERENCE GROUT FILL CELL IN CMU. SEE V FLOOD LIGHT .I. PHONE OUTLET Ap FOUNDATION FOR St. 110V SINGLE OUTLET - DEDICATED WPH h---i FLUORESCENT FIXTURE ,1{ i WALL PHONE OUTLET L2 BOND BEAM MARL Vl SWITCHED III OUTLET OPENING " 16210/1-F CONIC COLUMN. SEE FOUNDATION n n DEDICATED DATA LINE DOOR / WINDOW SIZE TRACK LIGHTING PLAN FOR St. u -u 230V OUTLET *DESIGN EXTERIOR OPENING TRUSS/ANCHORAGE -0 Pe LOW VOLT. PUSH BUTTON O CONNECTOR LABEL 230V HARTS WIRE CONNECTION REFERENCE 8" CONCRETE MASONRY UNIT WALL �J„ \ CEILING FAN OUTLET, ce LOW VOLT, DOOR BELL O' a SPECIAL NOTES GI COLUMN LABEL 110v FLOOF2 OUTLET WIND LOAD CALCULATION CppD CHIMES ® EXHAUST FAN 110V GARAGE OPENER OUTLET NON BEARING FRAME WALL ELECTRIC METER ELEV.- ELEV _ ELEVATION HEIGHT EXHAUST FAN W/ LIGHT SD NOTE REFERENCE q LEDGER LABEL O 110V SMOKE DETECTOR 0 ELECTRIC PANEL BEARING FRAME WALL l j GARAGE DOOR OPENER SD/CFID 110V SMOKE ICAIRBON MONIXIDE Q PLAN REVISION LABEL O DETECTOR COMBO FL,DISCONNECTSWITCH G JO IIOV JUNCTION BOX SD 110V SMOKE DMcTOR WALL I BUILDING LOCATION r - - - - 1 SOFFIT LINE ABOVE © INTERIOR ELEVATION FO MOUNT TIME CLOCK REFERENCE MARK �,_. _._._._._._. _._._ CENTRAL VACUUM .G 2 3 LABEL OUTLET LOCATION SD/CND 110V SMOKE /CARBON MONIXIpE IV 5 KD DETECTOR COMBO WALL MOUNT IC INTERCOM LOCATION (2)SOFFIT IN PALE EPfffC+. LIGHT EXIT LIGHT � GENERAL NOTES I. DO NOT SCALE THESE DRAWINGS. THE CONTRACTOR SHALL REVIEW THESE. DRAWINGS IN THEIR ENTIRETY BEFORE COMMENCING CCNSTRUCTION AND SHALL ACCEPT RILL 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 CONSTRJCTION. 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 15 THE CONTRACTORS SOLE RESPONSIBILITY COORDINATE THE WORK OF ALL TRADES AND DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING, ITS COMPONENTS AND TRADE BASE DURING CONSTRUCTION- 6. ALL DETAILS AND SECTIONS SHOWN ON THESE. DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR CONDITION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL AND OR SECTION IS SHOWN. 1. BUILDER Ib RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. S. IT 15 THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. TO WALSH ENGINEERING INC. FOR REVIEW AND APPROVAL. 9. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. 0. 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 SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. I.. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH FBC. P2105 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2101.1 FB.O. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH FBA. PLUMBING CODE CHAPTER It 4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF ID' FROM AN ADJOINING LOT LINE t 10' ABOVE GRADE PER FBC P3103b 5. CCNDENSATE DRAINS MUST BE A MINIMUM OF I? FROM THE BUILDING. b. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH F.B.C, 601.3 1. W.H. P. t T. VALVE t LINE SHALL COMPLY WITH FBC. 50419 TABLE P2W32 MAXIMUM FLOW RATES AND CONSUMPTIONS FOR PLUMBIN-A FIXTURES, FIXTUFE FITTW:6, AND APPLIANCES PLUMBING FIXTURE OR FIXTURE FITTING PLUMBING FIXTURE OR FIXTURE FITTING LAVATORY FAUGET 15 GPM AT 60 PSI SHOWER HEAD' 15 GPM AT 80 PSI SINK FAUCET 15 GPM AT 80 PSI WATER CLOSET 128 GPM AT 60 P51 DISHWASHER 65 GALLONS PER CYCLE OR ----5= (ENERGY STARMATER SENSE G=t = =- - WASHINGMACHINE WATER FACTOR OF 8 OR L01u_t (ENERGY STARAWATER SENSE CER'==- - FOR SIB I GALLON PER MINUTE - 3.165 LAN I POUND PER SQUARE INCH = &BS5 kPa a..A HANDHELD SHOWER SPRAY IS ALSO A SHOWER HEAD. b. CONSUMPTION TOLERANCE SHALL BE DETERMINED FROM REFERENCE STANDARDS. c. WATER FACTOR IN GALLONS PER CYCLE PER CUBIC FOOT. I. SHOWER CONTROL VALVES SHALL COMPLY WITH P2108.3 FBC-R 2. FIXTURE FLOW RATES SHALL COMPLY TABLE 2SO32 FBC-R 3. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER TO COMPLY WITH P-303.4 File TERMITE TREATMENT CONCEALED FASTENERS OR A AACI ARE THE RESPONSIBILITY OF T CONTRACTOR OF RECORD ALL MANUFACTURES LABLES U FACTORS AND SHGC CON WITH FBC ENERGY CODE REMAIN ON ALL DOORS AND UNTIL INSPECTIONS ARE AF ST .ICTURAL_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 CO ITION: , IK FLORIDA BUILDING CODE 5th EDITION (2014) ©ASCE 1-10 (EXPOSURE CONDITION, INDICATE C _) CONSTRUCTION TYPE: V B OCCUPANCY CLASSIFICATION: R-3 BUILDING DE5IGNED AS• El PARTIALLY ENCLOSED Rl ENCLOSED ❑ OPEN ❑ TESTED (WIND TUNN L) BUILDING HEIGHT, O<_ 60Ft. ( ASCE 1-10 ) ❑ > 60Ft. (MUST USE ASCE 1) MEAN ROOF HEIGHT 15'-0" MAX. (FOR LOW RISE BLDG, WITH SLOPED ROOFS) RISK FACTOR II (DETERMINED BY BUILDING USE/ OCCUPANCY, REFER TO ASCE 1-10 TABLE 1.5-1) INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING) BASIC WIND VELOCITY PRESSURES, APPROPRIATE POSITIVE / NEGATIVE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING SYSTEM, AND BUILDING ENVELOPE COMPONENTS AND CLADDING, AS APPLICABLE: WIND SPEED MO Vu1t 132 v, BASIC VELOCITY PRESSURE 2.01 PSF NOTE: ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOC R5, AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON CONSTRUCTION PLANS. ROOF TRUSS TOP CHORD LIVE LOAD 20 PSF ROOF TRUSS BOTTOM CHORD LIVE LOAD AO PEP ROOF TRUSS DEAD LOAD 5 P5F FOR TOP CHORD I0 PSF FOR BOTTOM CHORD ROOF TRUSS DEAD LOAD TO RES15T WIND UPLIFT 10 PSF TOTA SOIL BEARING CAPACITY 2500 PSF REVIEWED FOR SHEAR WALL REQUIREMENTS El YES ❑ No IMPACT PROTECTION REQUIRED ® YES ❑ NO CLIMATIC AND GEOGRAPHICAL DESIGN CRITER14 WEATHERING - NEGLIGIBLE TERMITE - VERY HIGH Y1 �,5 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 1 ELECTRICAL PLAN THESE PLANS AND ALL PROPOSED WOW ARE, SUBJECT TO ANY CORRECTIONS REQUIRED BY HELD INSPECTORS THAT ' l�AAY B� NECESS�Y IN ORDER TO COMPLY WrrH 111l t PLICABL COPES; np�_ ,3D S T, I*r7F rolTNTV RTTTT T) v(_ T)MSION QFVIFNN4Dx;ORt N , ANC DATc aU PLANS AND PER ITT MUSTBE KEPT LAN 7OC 0 x E a Q q CG � I I N p � N � m c� t\ ro D M w U ^N CZ L� C W o m CNI v `) CO U) o" O W � d F c w' XJ 9�y,. �•, CF ;U Project #: 60-2606 - L Date: 4/18/16 Drawn: TRS Checked: SRW Sheet 4 Of T Sheets 2011 E 3e STL. STUDS 0 Wall ® 16" O.C.C. LL TUB K m FILL ALL VOIDS UNDER w TUB FLOOR W/ EXPANDING LL FOAM FINISH FLOOR CERAMIC TILE ON 1/4" DURAROCK OVER 1/2" PLYWD. A TUB DECK DETAIL SCALE: I" = I'-0" P PLATE YWOOD BACKING L. STUDS t PLATE e CABINET SECTION SCALE: 1/2" = 1'-0" 7 m v m VARIES v (SEE FLOOR PLAN) c INTERIOR ELEVATION 1 SCALE: 1/4" = 1'-0" EXTERIOR WINDOW 4 DOOR SCHEDULE OPENING DESIGNATION ELEV. A 4 B WINDOW / DOOR CODE BLOCK CONSTRUCTION MASONRY OPENING IMPACT Y/ N SHUTTERED Y/ N REMAW5 WIDTH HEIGHT I 3'-ONV-0" SOLID CORE 56" x 9b" Y N EGRESS 2,3 I'-0"x8'-0" SIDE LIGHT Y N 4 (2) 25 SH 14 x 63° N Y TUBE MULLION N Y 5 32 SH 531/8" x 26' N Y TEMPERED 6 1/2 35 SH 26 12". x 63" N Y (2) 25 614 1 1411 x 63" N Y EGRE55 USE -MULLION N Y 8 91-011x8'-0" SGD. 108" x S6" N Y 9, 10, 20 (2) 26 SH 14" x 12" N Y TUBE MULLION II 2'-6"x8'-0" SOLID CORE 34"x 3611_ Y N 12, 15 1/2 32 SH 2612" 'x 26" N Y TEMPERED 13, 14, 16 25 SH 31" x 63" N Y EGRES5 11 16"-0"x1'-0" O.H.D. I%" x 04" Y N 18, 19 25 SH 31" R 63" N I Y • FIELD VERIFY ALL MASONRY OPENINGS 4 ROUGH OPENING DIMENSIONS WITH MANUFACTURES SPECIFICATIONS. • FOR DESIGN PRESSURES, SEE ARCHITECTURAL FLOOR PLAN ADJACENT TO EA, WINDOW 4 DOOR nmm15EAM , _ f�JRAKED EEAM AREA CALCULATIONS LIVINGs: 2520 SF GARAGE: 404 5F COVERED ENTR ": 160 SF C01/ERED PORGY: 12(o 5F TOTAL: 32' O 5F IT-2" 14'_4-- I�_T' 21_411 3'_O" I'_B• 6�_9•. 2�_6�i 4�_0„ V-2" 4�_0�, 4--P6�_4• I3 EGF E9 12 H32 9H11 3 . 36 6P L0 ,31.8 P J '6 II LID TEMPT) LA55 — - roi SHOWER ENCLO. _ s— M j 9 1 3 " MAXIMUM STEP C c^�ww `♦ BEDROOM 04 -�N' �n = D TO LANDING. y EGREB 1 N L4 DING TO BE AT I Im'-O" CLG, r j. LE T A5 WIDE AS R _K ® - CONC. PAVERS t0% N 10 (2) 26 6H ON SAND 31.1 84.5 P m BF _ I I j I rsx8'0 L ° COpVVEE/�RpE/.•D�� 0 s PORCH ' CLG.SHE 9 s 09T MA51ER SITE I II'-0" COFFER CLG. I I I BEDROOM s — I = +; 8 9�09 P 2-1 2" CLG.— N 36.1 3x. I I v BF m 28'-2 3/4" I'-91/4" 12'-2" 2 4" I I L. ------------- 9r I I - �REB i+l 11416. 39B 36bP 8" �' p G 1 � I I ro 6 H35 SH 0.1 +31.5 P UrE C� 6'0xS'0 BF 9' 9— 2'-2 /8" 2'4x8'0 GF EAT RM. R < 5 R < 5 p LIN N BF I ISLAND 10�_O�� CLG. — — — — — R 1 S 2r R@F. B =il+Ys I . _1.1 _ .. I K .f147uCs 31-all 9' 0" 21'-8 3/4" �' IF 5'-1 1/4" v-4" 5'-0" I H32 9FI I BATH � � ip 2'bx5'O 2'6x8'0 0, BF It �j no BF . o M N 0 B w in R 4 5 7_ v - o �t-11 RR o - \ / R! S J N a� o W /\III MC �. C C FSHOW EMP GLASS SHOWER ENCLO. N in 25 6H IG a 13'-4" 2'-O" 9'-2"L,,�,C 4'-2 I/4" I'-3 3/4" T-0" x 8'-0" I'-0" 1'-0 3/4" x 8'-0"-0" 3'-T " '� I0'-4° EGREBnt ARCHWAY 39b +36b DRYER ARCHWAY +�+�� - � - VENT � BEDROOM 42 I p _� - _ _ _ � _._ __ a- � I0�c�LG. CLG. (-f — 1 0 --'--- ------- -' 9 I W I---------___ II 05'0x8'0BF KOPT,1rP1LNTf4 I'OPTJ I 5 SHELF C o MI IN MIRK ,. • - 3 1/2" C m \ / / m 3 1/2" d. FOYEe 4a( 101_0„ CLG. 9 42" HIGH KNEE WALL LL 4'-9 1/2". 3'-01/8" II'-2 V8" 6'-I 1/2" 13'-11 I/4" T8x8'00/4" SOLID CORE NOTE: FRONT WALL E1EAM VARIES BETWEEN ELEVATIONS. 3 980)E"L10T ,e DOOR Wit 2"x4" RABBETED REFER TO FRAMING PLANS 9 JAMB AND AUTOMATIC FOR BEAM HEIGHT. N -41ID 31B PSF 4 10'-0" CLG. _ p0x8'0 CLOSER I/2" SIDE LIGHT 41 •ID .318 Pi 1 R-13 INSULATION SOIm.IDBcamkf (2) 2'6x8'0 r -1 -38.9 35.1 PSF _ _ _ _ _ _ _ _ _ _ 11°x36' _ ATTIC ACCE58 �L Le m 31.1 .5 ENTRY J GARAGE IT-O" CLG. SW • p_0,,. _ 6'_4" 4,_0„ 9 I0'_O" CLG. I'-8" 6'•4" 3'-0" 5,_4" 0 (2) 25 SH in N 0 I I OHS' I N 38 +31.9 P 0 N 4.8 34.9 0 .9 I 1 __ _ __ __ __ _ N 713/4" 1 v MAXIMUM STEP OJN TO LANDING LANDING TO BE AT LEAST AS WIDE AS 1 DOOR NOTE: COVERED ENTRY J NOTE: FRONT WALL BEAM VARIES BEAM VARIES BETWEEN to BETWEEN ELEVATIONS. REFER TO ELEVATIONS. REFER TO FRAMING PLANS FOR BEAM HEIGHT. FRAMING PLANS FOR BEAM HEIGHT. ip CONC PAVERS ON SAND Fill 1181 15114 1�48.2,,Bb.r H W-4" 3'-2" 5'-.2" I'-4" 22'-0" II'-4" FLOOR FLAN SCALE: I/4" I'-0" File cn�-vl 0 9 0 Q 0 Q cL a z z W J v / O w N o O ' C— `V a �NH N m m ' N C m CD d U U M m N m xC P. V � w 1�5t1E:PltJ E N S�;,� 33915 A E OF � ..... NVIR"O 6 20 1 TONAL f-MAN 00, en24 01 Document Information Project #: 60-2505 - L Date: 4118116 Drawn: TRS Checked: '.SRW Sheet # of 8 Sheets DECORATIVE POLYSTYRENE •' \ FOAM 0MOOKERS W/ WOOD 9 GRAIN FINISH / '\ m 1/2" �• 2" 2 1/2" 2 1/2" N 1/2" TRIM DETAIL B SCALE: 2" = 1'-0'' •- OF c— c .' .ii��i�i i i■i■.� ,LL _. . 32SH 4'-0" 1. mow�����i FH3S_8H11 SEE TYPICAL WALL SECTION FOR ROOFING NOTES T" x 1 1/2" RAISED STUCCO KEYSTONE ELEV.- 13'-4" YTOP OF50NDE3EAM— — — — — -- ELE V.- 10'-0" TOP CF BOND BEAM 2' 0" 1" x 3/4" RAISED STUCCO EiAND L Y FINISH FLOOR FRONT ELEVATION Mrzl9 1S7Y ELE V.=10'-O" TOP � BOND BEAM FINISH FLOOR LINE C ELEV.= 10'-0" TOP OF BOND BEAM - H3 SH 25SH 25SH EGRESS EGRESS EINISH,FLOOR LINE i E30M[) BEA11M -OCR LINE REAR ELEVATION SCALE: 1/4" - P-O" 1/4" = P-O" SCALE: 1/4" _ W c ELEV.= 1& TOP 0 BOND E FINISH FLOOR LIhE �T 0 x a 0 q Y A d cL LO a z z W eN� ti M M N m o o m to 'No m �rn� rzi Ow G Q Nr ? No. 33915 . STATE V, w �'! - I„ Document Information Project #: 60-2505 - L Date: 4/18116 Drawn: TRS Checked: SRw MUMEMM Sheet # [/�//)�\/� ?I of Sheets G 2017 BLOCK WALL BEYOND — SLOPE FIRST PAVER BRICK PAVERS SEE FOUNDATION PLAN FOR FOOTING SIZE GARAGE DOOR FOOTING DETAIL w GARAGE DOOR OFENING SCALE: 3/4" = 1'-0" GATE VALVE (TYP.) THERMAL EXPANSION TANK FIN. FLOOR S F F B CURB DETAIL 0 GARAGE 3 SCALE: 3/4" • I'-0" WATER HEATER WTH BUILT-N NMI NAL HEAT TRAP TEMP 4 RE66. RELIEF VALVE-ASME DISCHARGE SHALL BE INSTALLED IN A MM ER THAT DOES NOT CAUSE PERSONAL KJURY TO OCCUPANTS IN THE IMMEDIATE AREA OR STRUCTURAL DAMAGE TO THE BUILDING VISIBLE AIR GAP ROUTE PIPING TO DRAM ON GRADE 6' A50VE GRADE ON EXTERIOR OF WILDING AIR GAP/ PRESSURE RELIEF DETAIL N.T.S WATER HEATER EQUIPMENT SG-EDULE MODEL NUMBER FIRST HOUR RATING: GALLONS ENERGY FACTOR GAL. CAP. ELEMENT WATTAGE 240 VAC RECOVERY W F RISE GAL/HOUR R VALUE DIMENSIONS IN INCHES APPROXIMATE SHIPPING WEIGHT (LBSJ TOTAL HEIGHT DIAMETER HEIGHT TO T4P RELIEF VALVE 5TANDARD MAXIMUM ECT-52 62 .91 50 4500 6000 21 16 54 20 1/2 411/2 125 2" VTR I I I 2" ViR PLUM" 51NG RISER DIAGRAM" I N.T.5. FOUNDATION LEGEND PI 36'1 POURED CONCRETE PAD W/ (3) 5's EACH WAY BOTTOM. TOP OF PAD TO BE MIN. 8" BELOW GRADE (TYP) 124 WIDE x IS" DEEP POURED CONCRETE FI FOOTING V (L 1% BOTTOM WIDE x 12' DEEP POURED CONCRETE OIS" FOOTING W/ (2) 5b BOTTOM 8' WIDE x 10' DEEP F3 THIt2C IIIED EDGE F4 12"WIDE x V DEEP THICKENED SLAB BOTTOM OF EXTERIOR FOUNDATIONS TO BE 12' BELOW FINISHED GRADE (MIN) Copy ?may 4,311 3,_a. 3'-211 L 1'-7 L 2-_4ii 3'_mn p_8"L 4'-0" T 3/4" MAXIMUM STEP CCUN TO LANDING. LANDING TO BE AT LB AS WIDE AS _----- — — — -- —. FI m I I I I I � L_ N s I LAv FI I \ I---- — — — — I dp FI I _ r •---- I I L— l ----- T° N I m o I LJ I • — I FI I N F CONC. -- • °' PAVERS ro I I � � � I FI I "? I (V 5 BAR VERT. W/ 10" HOOK s TOP 4 TIED TO.4 DOWEL i ;p • FTC. W/ 24" LAP SPLICE FILL CELL W/ 3000 PSI GROUT CO URSE J = L r — — I------ -- ------------ ---- — —I I FI �--------- _� 9 i FI m LJ I N II I I I m N 'I I. . II 1 L_�lll r 46'-4 3/8" 3'-2" 10'-9 5/8" I —_ N .I I DOUBLE SINK I' 11 I II TUB I ��� L J I • h av� �LAvI ro m lL J IIF � I v DW r --- . I MIL J I m j m I FI PROPOSED FINISH FLOOR TO I I 6' I \ i BE t ABOVE M.S.L. m I I LAv ; SH U)E I a I r7— 7 I I L------'t I I I I OPT I Ll -J r I I I 1'-6 I/8" 5'-B 1/2" FI F2 UDC �Av i TUB ---------------- — — — — — — — — - —1L-------- 1.1 I------------------- I % — — — — — / I — — — — — — — — — — — — — — — —m e i I I I FI I EXTENTS v F4 1 NOTE: WATER HEATER I SHALL MATCH ENERGY I ,I MIJM STEP I OF CURB FOOTING EFFICIENCY CALCULATIONS I I DOON TO LANDRfi LANDING TO BE AT I F2 LEAST AS WIDE AS DOOR • I 21'-4 3/8" I 31'-3 5. 10 i I FI I I i F, L_------- BLOPETMIN. n • - -----p—0„ FI b FI Il\J _0" 5'-4• '-0 6 CONC. 9 4f I 0 F EMEND F0124DATION I UNDER BLOCK COLL T PAVERS Ir — — —'1 "' r NO ADDITIIONAL STEEL II L v I I A I I 0 I 3 I I — J i ie o L J L _ PI I e j I � I B • � I I , I I N I I • L - _ I L_ EXTENT OF CURB FOOTING p,_p'- V-2" 3'-2" 00_4" 3._2„ 5'_2" h_p�� T�_0. T-0" T_p" 22,_0" MT_p-- 13,_p• AT I ON PLAN 0 7 'n x c a U O Q Q CC Ly a z z W J �l O O O N 0 4.0 Document Information Project #: 60-2506 - L Date: 4118/16 Drawn: TRS Checked: SRW Sheet # of 8 Sheets 0 NOTE: CLEA ANY DEBRI BEFORE AF ANY SEALA FLASHING F'ROCEDUR SIMILAR AT LIQUID APP MEMBRANE SEAL WINDC INSTALLATIC PRE -CAST! NAIL UPPER AND LOITER PLYWOOD TO HIP GIRDER a b' O.C- SEE TYPICAL WALL SECTION FOR NAILING KOUIREMENTS. TOP PIECE OF ROOF SHEATHING ON JACK TRUSSES TO BE 2'-O' WIDE SHEET OF PLYWOOD MIN I 5� V-II 1/4" NIP SET SHEATHINGS DETAIL SCALE 7"70" TYPICAL CMU WINDOW FLASHING DETAIL SCALE: NTS ROOF TRUSSES (2) .131"x3" NAILS EACH OUTLOOKER GALV. STL. STRAP (SEE ANCHORING SCHEDULE) - ROOF SHEATHING (SEE HIP SET SHEATHING FOR NAILING) — 2x6 OUTLOCKERS AT 24" O.C. Sd RING SHANK NAILS a 4" O.C. DRIP P.T. b 2xS FACIA NAILED W/ (2) 16d NAILS EACH OUTLOOKER— (RED RAKE BEAM (BEE BEAM SCHEDULE) 2'-0' GABLE END DETAIL ROOF TRUSSES GALV. STL. STRAP (SEE ANCHORING SCHEDULE) - ROOF SHEATHING (SEE HIP SET SHEATHING FOR NAILING) 2x6 EMENDED TOP CHORD FOR OUTLOOKERS Sd RING SHANK NAILS a 4° O.C. DRIP EDGE P.T. Ix2- 2xS FACIA NAILED W/ (2) I&d NAILS EACH OUTLOOKER— (RBI) RACE BEAM (SEE BEAM SCHEDULE) GABLE END DETAIL SCALE: 3/4" = I'-m" SCALE: 3/4" I'-V PLYWOOD SHEATHING (SEE WALL SECTION) 2x4 HEM -FIR VERTICALS a EACH TRUSS 24" O.G. 15/32" PLYWOOD SHEATHING W/ Sd NAILS 6" O.C. ALL MEMBERS PLYWOOD SHEATHING (SEE WALL SECTION) (3) .131 x 3" NAILS TOP 4 BOTTOM CHORD OF EACH TRUSS GABLE TRUSS SHEATHING DETAIL SCALE: 3/4" I'-V ROOF TRUSS SIMPSON HIOA HURRICANE TIE a EACH TRIM (SEE ANCHORAGE SCHEDULE 4 ROOF FRAMING PLAN FOR UPLIFT 4 ANCHORAGE) - GIRDER S.Y.P. DEL. TOP PLATE OF MTERIOR BEARING WALL SEE FRAMING PLAN FOR ANCHORAGE - WOOD STUDS (SEE FRAMING PLAN FOR SIZE, GRADE ( SPACING) - SEE FRAMING PLAN FOR SIZE, GRADE AND QUANTITY — SIMPSON 5P4 OR %F6 PLATE ANCHOR W/ (b) I0dXIV2° NAILS EACH MEMBER, EACH BIDE (8550 MAX UPLIFT) P.T. BOTTOM PLATE 3'X3"XV4" WASHER 1/2"O" OV' s GARAGE STEP) EXPANSION BOLTS a 24" O.C. 4 WITHIN 4" OF MULTIPLE STUDS PLYWOOD SHEATHING (SEE WALL SECTION) - A -13 -4" AFF. Y TOP OF BEARING GABLE ROOF TRUSS 15/32" PLYWOOD SHEATHING W/ Sd NAILS 6" O.C. ALL PLYWOOV SHEATHING—� (SEE WALL SECTION) 2"x4" LEDGER AT ROOF LINE WITH (2) .131"x3" NAILS EACH STUD. BACKNAIL LEDGER THROUGH WALL PLYWOOD W/ Sd NAILS a 6" O.G. (HOLD TOP CHORD BACK 1 1/2" FOR 2"x4" GABLE TRUSS SHEATHING DETAIL FLOOR BEARING WALL CONNECTION DETAILS 1 1/2 1'-0" SCALE: 3/4" (2) 2x HEADER (SEE FRAMING FLAN FOR SIZE, GRADE AND LOCATION) SIMPSON LSTIS W/ (T) Ibd NAILS EA. END a CRIPPLE 4 a STUDS ABOVE (2) JACK STUDS (1) FULL HGT. STUD Pll1 C V O �C) N al 1 01 H m M N�pp cc O W p y N v wv 3 rd Lei rlM 5 N to .G LC C� M w �Np M m D. IM v O " �o E N C1 n �G S� No, 33915 ATE OF Document Information Project #: 60-2505 - L Date: 4118/16 Drawn: TRS Checked: SRW E 9 Sheets ROOF TRUSS SEE ANCHOR SCHEDULE I NOTE: FOR NAILING FOR "B" CONNECTORS, USE (3) CONCRETE BOND BEAM SCREWS OR (4) HILT[ -DRIVE PINS. /4"xN2" U.S. ANCHOR CONIC. (1253 MAX. UPLIFT) SCREWS OR .145"xh/41' a HILT] -DRIVE PINS. FOR "C" OR "C2" SCREWS OR PINS TO BE NO CONNECTORS, USE (6) CLOSER THAN 2" O.C. a a CONCRETE SCREWS OR USP RT STRAP - ° (8) HILTI-DRIVE PINS. (ONE FOR EACH (2150 MAX. UPLIFT) STRAP MISSED) MISSED STRAP DETAIL varies (bee eleVatlOns. TOP OF 60ND BEAM 112" GYP; BOARD P.T. FUR WOOD C..-.,,..- STUCCO ON CBS. CONTINUOUS CAULK BEAD BRICK MOLD SCREWS AS PER DOOR MANUF. PRODUCT APPROVALS EXTERIOR DOOR F.T. 2x BUCK TO PROVIDE FULL SUPPORT OF DOOR FRAME WITH 1/4" x 3" TAPCONS a 12" O.C. USE ADDITIONAL TAPCON a LATCH LOCATION 4 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/ ad NAILS a 6" O.C. STAGGERED) PROVIDE CONTINUOUS P.T. 2x6 NAILER AROUND GARAGE DOOR OPENING FASTEN all I/4" x 3" TAPCONS a 12" O.C. O.H. GARAGE DOOR W/ TRACK ATTACHED TO 2x6 W/ LAG BOLTS PER MANUP. SPECS. TYP. GARAGE DOOR ANCHORAGE DETAIL GDA-GENERIC SCALE: II/2" = I'-O" APPROVED TRUSSES 71T ATTACH CHANNEL TO TRUSS ABOVE W/ 11/4" COURSE THREAD DRYWALL a 2411 O.C. STL. STUDS SCREWS a 24" O.C. a 24" O.C. (I6" O.C, a AREAS RECEIVING TILE) '/2" GYP. BRD. ATTACHED ON BOTH SIDES W/ APPROVED DRYWALL SCREWS a 12" O.G. AS PER F.B.C. 2314.4 4 2504B - APPROVED BASE BOARD AS SPEG'D. BY BUILDER ILJI ATTACH CHANNEL TO CONC. FLOOR W/ 1/2" CONIC. STUB NAILS a I6" O.C. FINISH SLAB NOTE: SHALL COMPLY WITH ASTM C '154 INTERIOR NON -SRC-. WALL SECTION NON-BRG SCALE: I1/2" • 1'-0" DESIGNED TO MEET THE REQUIREMENTS OF FBC 5th EDITION (2014) SECTION R 903.5 FLASHING, 1.2 DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER TYP. ALUM. WINDOW SILL CORROSIVE RESISTANT "TAPCON" CONC. SCREWS INSTALLED AS SPECIFIED IN WINDOW MANUFACTURERS PRODUCT APPROVAL — 1/4" (MAX.) SHIM CAULK IN FRONT 4 BEHIND WINDOW FRAME - STUCCO ► _+ i a PRECAST CONC. SILL 4 44 4 TYP PRECAST CONC. SILL DETAIL CAST -SILL HALF SCALE TYPICAL POURED ARCH DETAIL ARCH-20 SCALE: 12 . P-O" 1/4" CONTINUOUS BEAD OF CAULK BEHIND BUCK — STUCCO / CAULK P.T. Ix WOOD BUCK TO EXTEND BEYOND INTERIOR FACE OF WINDOW OR SGI>. FRAME HILTI NAIL CRS 055-122 a 6" O.C. NOTE: METHOD OF ATTACHMENT AND WATERPROOFING PROCEDURES ARE THE SAME AT POURED CONC. SILL TYP. WINDOW E S SGD-JAMBfbC CB5 a I %C 4 Q 4 a 4 zo zq a a sp E(D = Z (D qII �aS,@ a a 4 4 APPROVED ROOFING SYSTEM (SEE PRODUCT APPROVAL) ON APA RATED 40/20 - 19/32" EXPOSURE I, EXTERIOc� GRADE PLYWD. 5HT'G,(OPT, 055) NAIL W/ ad RING SHANK NAILS 031 x 21/2" NAILS) 6" O.C. ALL MEMBERS, WITHIN 5'-0" OF ROOF EDGES NAIL PLYWOOD W/ ad RING SHANK NAILS 4" O.C., ALL MEMBERS INCLUDING FACIA. — ENGINEERED APPROVED WOOD TRUSSES 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. 1 x 2 SEE FLOOR PLAN 4 ELEVATIONS FOR TRUSS BRG. NEIGHS 2x8 FACIA W/ (2) GALV. 16d EACH TRUSS aim 1/2 DRYWALL —/-nisi v 12 5 CORROSIVE RESISTANT "TAPCON" CONC. SCREWS INSTALLED AS SPECIFIED ON WINDOW 4 SGD. PRODUCT APPROVAL TYP. ALUM. WINDOW JAMB / SLIDING GLASS DOOR JAMB SCALE: 1'-0" . P-0" R-30 BLCWN INSULATION R-30 BATT INSULATION a KNEE WALLS .P.T. Ix2 FIRESTOP 1/2" SAG RESISTANT DRYWALL S"x8" CONC. "U" BLOCK SYSTEM all (1) 05 CONTINUOUS 4 30" LONG CORNER BARS AT ALL CORNERS. PRECAST CONCRETE LINTEL ABOVE WINDOWS 4 DOORS AT SCREEN ENCLOSURE AREAS SECURE FACIA TOR (D 05 BAR VERT. IN CONIC. FILLED W1 (4) d ( : (2) x 11 RT3 CELL W/ 10" HOOK a "U" /.•' \ W/ NAILS Sd ( E BERDIA.x A. (SEE FOUNDATION PLAN FOR BLOCK NAILS EA. MEMBER , EA. CLIP 00000 MIN) (SCREEN ENCLO. LOCATION) EXTEND (D 5 TO NEXT FILLED CELL ON SEPARATE PERMIT) / (4'-O" MIN.). POUR BLOCK SOLID \ 1/2" GYP. BOARD ON P.T. I x 2 W/ BEAM ABOVE. ♦ FURRING STRIPS a 24" O.C. ♦ (16" O.C. IN MOISTURE RESISTANT / I \ GYP. BOARD AREAS) VARIESllI__ _____ TOP OF BEAM : (SEE FLOOR PLAN) TYP. CONC. "U" BLOCK BOND BEAMS (SINGLE OR DOUBLE) \ 5/8" (MIND 3TUCG0 4 1-- W/ 10" HOOK ON CB•5• - 8" CONCRETE BLOCK WALL " t R-4.1 PERFORATED FOIL 1 t INSUL. ON FURRING STRIPS 1 � .1 VAR ES 04 DOWEL IN FILLED CELL (SEE / P OF BEAM 4 4,RECESSz U FOUND. PLAN FOR LOCATION) (SEE FLOOR PLAN) • ' •-�. ,.r ��;-' � .;.+�. �'.�J IRECEIVE E 1 CONCRETEO WOOD BASE I ... `.. CONC. SLAB 1 =r FOUNDATION PLAN) i `` `_ - �,`�,. 1 • •.�;I / FINISH FLOOR LINE ----- - - — — — - — a POURED CELL W/ (U I 4 , .:%J 1 APPROX. GRADE 4r a - - \' e � — �- 5 CONTINUOUS FROM l _ ,'. ,.i /\/\/\/\/\/\/ r 7/7 / / BEAM TO FOOTING `I iUNDATION L\�/\\j/\\j/\\j/\\j/\\j• \ j\ a \ PLAN FOR FILLED ♦ I �\\/�\/j\�\\\//\\%/\\ 1� \%\ /° 4 /\\\/\\%\/ CELL LOCATION) .� \�\\/\\/\\/\ / 7\\// a • • / / SEE FOUNDATION PLAN FOR /\//FOOTING SIZE AND LOCATION APR 14 201? STEP DOWN BEAM PETAL TYPICAL 1-STORY WALL SECTION PERMIT' hMG 55-STEP4 SCALE: 3/4" = I'-l inty, FL ID" O U U U o q U t` O ro Q 7 N tx a z z W mi Mi O 1O N ' O C � 0 n [rl N -ca m o P, O n C < w U V^r M m Cro�� m aa))i co D m cn CN W O F V w `tttilllllllfPf IWO. 339151 . .T �l �0%'L cls I.♦ Document Information Project #: 60-2505 - L Date: 4/18116 Drawn: TRS Checked: SRW Sheet # of 8 Sheets 20CAMP METER MAIN COMBO DISCONNECT 200A 04 cu. PANE, ® SOLID OR STRA "A"- rINTERSYSTEM TRANSFORMER BY FLORIDA POWER d LIGH 200AMP IPH. 3UJ, 115/230V FLUSH MOUNTED NEMA I (3) 04/0 XHHW-AL W/ (I) froTHHN-CU IN 2" CONDUIT 2 SOLID OR STRAND CU. GROUND TO FOUNDATION STEEL 4 5/8" x V-0" GALVANIZED GROUND ROD FOUNDATION STEEL ELECTRICAL RISER DIAGRAM N.T.S. SERVICE: 120/240 1-PH 3W MAIN E5U6: 200 AMP MOUNTING: ELECTRICAL PANEL SCHEDULE "All NEUTRAL: FULL POLES: 42 MAINS: 200A main breaker TYPE: A.I.C.: 10000 WIRE SIZE POLE/BREAKER LOAD USE CUI I USE LOAD POLE/BREAKER WIRE SIZE 010 2P/30A (4.0 KW) A/C SYS. CONDENSER 1 2 A14.U. / HEAT STRIP (15 KW) 2P/45A "6 (4.0 kw ® 100%) 3 4 J 05 kw 6 100%) 012 IP/20A HALL/BEDROOM 04 5 6 BATH 2/5EDROOM 03 I1 *14 012 IP/20A GARAGE/LAUNDRY/BEDROOM 02 1 8 BATH-4/CAE5ANA/BREAKFAS IP/15A 014 "6 2P/50A 12.0 KW RANGE 9 10 WASHER 15 KW IP/20A 012 II 12 MICROWAVE 12 KW IP/20A 012 012 2P/20A 1.1 KW DISHWASHER/DISPOSAL 13 14 REFRIGERATOR 12 KW IP/20A 012 15 16 SMALL APPLIANCES i5 KW IP/20A 012 012 IP/20A GPI 0.9 KW GAR DR OPENER. (0.9 EACH) 11 18 SMALL APPLIANCES I5 KW IP/20A 012 012 IP/20A I GARAGE/EXT GFI IS 20 COVERED PORCH/GREAT CQ I IP/15A 014 4114 IP/MA MASTER SUITE 21 22 MASTER SUITE IP/15A 014 012 IP/20A BATH GRI. REC'S.. 23 24 KITCHEN/SMOKE DET/DININGIP/15A 014 •14 IP/15A I STUDY/FOYER 25 26- EXTERIOR LIGHTING IP/15A 014 012 2P/20A 1.2 KW IRRIGATION PUMP 21 28 SPARE r1,9,KW 014 29 30 SPARE 014 SPARE 31 32 SPARE 010 2P/25A 4.5 KW WATER HEATER 33 34 OPT. WHIRLPOOL PUMP GFCI IP/20A •12 35 36 DRYER 2P/30A "10 SPARE 31 38 SPARE 39 40 SPARE - SPARE 41 42 SPARE 203 KW 21.0 KW GENERAL LIGHTING CALC. FOR 2520 Sr. x 3 WATTS/SQ. FT. - 1b KW (I1) HI -HATS a 0.01 kw 1.2 KW (1) CLG. FANS a 0.15 kw 1.1 KW (4) EXH. FANS ® 0.08 kw = 0.4 KW TOTAL: 103 KW TOTAL CONNECTED LOAD. (PANEL "A") 203 +21.0 + 103 • Sib KW (A/C a 100%r -1.5 KW TOTAL WITHOUT A/C LOAD: 44.1 KW ELECTRICAL PANEL CALCULATION (PER SECTION 220.40 NE.C.) A.H.U. / HEAT STRIP = T5 KW - FIRST 10.0 KW m 100% 10.0 KW REMAINDER B 40% (34.1 x AO) 13.1 KW TOTAL COMPUTED LOAD _ 31.2 KW KW'S x 1000 w 130 AMPS PROVIDE 200 AMP SERVICE 240 VOLTS (3) 04/0 XHHW-AL - W/ (1) % THHN-CU IN 2" CONDUIT ELECTRICAL SYMBOLS LEGEND I-WAY SWITCH HANGING LIGHT FIXTURE � 110V DUPLEX OUTLET �3 3-WAY SWITCH WALL MOUNT LIGHT FIXTURE d 110V UNDERCCUNTER OUTLET GFI �. DUPLEX OUTLET �4 4-WAY SWITCH LIGHT FIXTURE I10v GFI D / RECESSED DIMMER SWITCH GFI eWP 110V GFI/WP DUPLEX OUTLET EYE BALL RECESSED LIGHT �R RHEOSTAT SWITCH ,�{{ 11J SWITCHED 110V DUPLEX OUTLET � VP � VAPOR PROOF RECESSED 4N TV OUTLET LIGHT FIXTURE - � 110V QUADRAPLEX OUTLET PH FLOOD LIGHT .I. PHONE OUTLET Vl 110v SINGLE OUTLET - DEDICATED WPH T WALL PHONE OUTLET F---i FLUORESCENT FIXTURE ,1{ Ul SWITCHED 110v OUTLET n n Y �j DEDICATED DATA LINE F4- - 4 TRACK LIGHTING ,µ, u u tIW 230V OUTLET LGiU VOLT. PUSH BUTTON 230V HARD WIRE CONNECTION J F\ CEILING FAN OUTLET -0 pB LOW VOLT. DOOR BELL G' J OO 110V FLOOR OUTLET OCCO CHIMES ® EXHAUST FAN 110V GARAGE OPENER OUTLET ELECTRIC METER EXHAUST FAN W/ LIGHT SD O '. IIOv SMOKE DETECTOR 0 ELECTRIC PANEL lv� GARAGE DOOR OPENER SD/CMD 110V 5MOKE /CARBON MONIXIDE O .DETECTOR 60180 1 I I DISCONNECT SWITCH JO IIOV JUNCTION BOX SD 110v SMOKE DETECTOR WALL FO MOUNT TIME CLOCK © CENTRAL VACUUM OUTLET LOCATION SD/CMD IIOv SMOKE /CARBON MQOXIDE 411111, FO DETECTOR COM50 WALL MOUNT -0 IC INTERCOM LOCATION EMIl LIGHT ® EXIT LIGHT FAULT CURRENT CALCULATIONS ISCA = 21,902 (GIVEN BY FP4L) 10 LINE TO LINE (L-L1 FAULTS ON 2 x L x 1 2 x 40' x 2TSO2 10, CENTER - TAPPED I = FL-L C x EL - L 5,000 x 240 1.8601 TRANSFORMERS 10 LINE TO NEUTRAL (L-N) FAULTS ON 2 x L x l x 15 2 x 40' x 21,902 x 1.5 = y 1902 T CENTER - TAPPED I C x EL _L FL N 5,000 x 240 TRANSFORMERS ML-L • I 3496 M 1 + I.6601 = 1 -12 ML-N • I • .2638 1 + 2.1902 ISCA (L TO L) • 3496 x 21,902 • 9,654 AMPS ISCA (L TO N) • 2636 x 21,902 - l-360 AMPS AI9 11 WP/GPI AI9 A 2:1 ■ t � -, lu •. c � II 3`C AI&ff WI I g6 Al A24 \ 19 SD O WALL.1 � --- --- _ A24 OF WINDOW Al CMD / Alb Ab Al / BREAKFAST BEDROOM 03 TV H � � F OUTLET W VtKC1 PORCH A20 �U .............. A20 A20 -\ --- /------ 1 Ago ' a2 C ,\ OUTLET 1 / ' A24 Q �. 0 SD/ / ' SD/ _ . - . Al A2 �D / i D SDO A24 - I I A6 GFI ' A24 - - - - - - - - - I A24 GREAT RM. A14 REP 41 U65 OUTL T Fes/ \ OUTLET F QAb \ 'IT MICt O IEXIF /. A20 �U�\ CLATLI � / o A6 2 SO m a Q AS YY TV BEDROOM 02 / All A5 _'�� / / 1 Cu/./G/r�L\J TV ra o / / FAN A24� � a o ,�A24 DW iEDISP. OUTLET / PH 10 - AI3,15 Alm �I \ A19 CFI A24�� _ -A244 Ala OUTLET ® 100" AF.F. . - 1 PH FOR ALARM SYSTEM . _ _ -�-------------- I . /CpL\ / � A2 9 1 -- ------u------- ----- o rOPT A5 OUTLET /. I AIO I ASZ . A2 A18 1 I =,LAWDRY 1 \. / YOPV I I I Al PH A5 / A36961 y. L - - - I A25 LI -L- J , / PANTRY / 77711-111141111111111- 1 / / / Wfl Cdl AI9 ELECT METER OUTLET FOR 4 DISC. SFRNI TI ER RCs- i5 //�F / J/ / WH / I W 1 3 / \AH / A3335 A24,I, COAXIAL i0 FT -_; CUTLET FOR FTT COP CUP (PHONE JAIS / I � I i � I � I I I I 1 � I I I G I G � P PES o A19 qPC,,ul JLII. IW-s .\ \25 � A6 Ala \ LIGHT IN 1 L - ATTICS ENTRY PREWIRED I A5 GAR DOOR All I/. OPENER I/ GFI BAKER / _ _._._._ _ _._.- _ _ _ _ 1 IGARAGE/ � I / \ AIS /. \ i WP/GFI i \ A26 I ICAL PLAN -- _ - A21 A21 \ I I =H \ \ MASTER SUITE I i PAN �! OUTLET T A21 1 A21 / I A21 / i / I -- --.-.--- .-.-,--._J A24 9D O A21 A21 1 TA22 A226 I - J A22 22 I�" x 24" ACCE66 PANEL ' E - FOR OPT. WHIRLPOOL X�F I I, ( ° tTET FOR OPT. A22 LPOOL PUMP A34 ilA$7EB / GFC KF BATH / \� 22 / O A25'W ❑ TV ._.- - - - _ -._.--- A25 STIMY SD O \ A24 \ OU LET 111 111 Slle_. relmnm SCALE: 1/4" = 1'-0" Copy ONENESS monsoon Q z z W J O U � No ' M ��a W m m N w V q m N �0 � ra ova 0. W c a 0 Nol '111 v >, V o 39.15 i a, OF 11J" X.< O Document Information Project* 60-2505-L Dale: 4118/16 Drawn: TRS Checked: SRW Shp' PROJECT #: LOT: 197 LH-2500-M W CEILING R A SUPPLY PLENUM RIGID OR FLEXIBLE AHU R/A DUCT —METAL STAND AHU MOUNTING DETAIL SCALE: N.T.S. 4" MIN, 0 PROVIDE 4" MINIMUM CLEARANCE AROUND THE PERIMETER OF ALL AHU UNITS CONDEI E CU 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 LOCATIONS MAY VARY FROM PLAN DUE TO TRUSS CONFIGURATIONS SYSTEM BRAND - LENNOX - 4.0 TON HEAT PUMP COND. UNIT CU A/H UNT AHU MODEL # 14HPX-048 MODEL # CBX25UH-048 DIMENSIONS -HXWXD 37.0"X33.0"X33.0" DIMENSIONS -HXWXD 52.5" X 22.0" X 26.0" MCA 29 MAX FUSE AMPS 50 MAX FUSE AMPS 60 REF. LINE SIZE- IN. SUCTION 7/8 HEAT STRIP KW 10 REF. LINE SIZE- IN. O.D. LIQUID 3/8 SEER - 14.0 SENSIBLE BTU'S - 35,400 LATENT BTU'S - 11,100 TOTAL BTU'S - 46,500 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 /t"= 1'-O" 0 a w Or - Ad rn ow w U 0 N Pile c . rn co oM 0 O t 0 N O m 04 O _L °N c 1 v 3 0 Lo rn c v Lno 03 M CL r2 w 3 REVISIONS 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 "w