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,45 EVI,4TION& FLOOIR PLAN NOTES AB ANCHOR BOLT LAV LAVATORY 1. NATURAL VENTILATION: ABv ABOVE LG. LONG AFF ABOVE FINISHED FLOOR LIN, LINEN I CERTIFY THAT THIS HOME IS DESIGNED TO COMPLY WITH THE NATURAL AN ARC FAULT INTERRUPT LGT LIGHT VENTILATION REQUIREMENTS OF SECTION 402 OF THE FLORIDA BUILDING ALUM ALUMINUM L.T. LAUNDRY TUB CODE 2010, MECHANICAL AHU AIR HANDLER UNIT MAX. MAXIMUM 2, SAFETY GLAZING BF. BI FOLD M.G. MEDICINE CABINET B.P. BI PASS MECH MECHANICAL ALL GLAZING IN SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND BLK BLOCK M.R.H. MEAN ROOF HEIGHT TUB ENCLOSURES, TO BE SAFETY GLAZED AS PER 2010 F.B.C. 2406.4 ! R305A. ALL GLAZING IN ANY HAZARDOUS LOCATION OF A BUILDING WITH 5RKF5T BREAKFAST MTL METAL SILL LESS THAN 60" APP. SHALL BE SAFETY GLAZED AS PER 2010 F.B.C. BLK'G BLOCKING MFR MANUFACTURER 2406A (5) # R308.4 (2) ALL GLAZING WITHIN 24" OF AND PARALLEL TO A BM BEAM MICRO. MICROWAVE DOOR SHALL BE TEMPERED BRIG. BEARING MIN. MINIMUM BOT. BOTTOM MIR MIRROR 3. FIRE BLOCKING CAB CABINET M.O. MASONRY OPENING PROVIDE FIRE BLOCKING At ALL CONCEALED SPACES. CER CERAMIC MONO. MONOLITHIC CJ CONTROL JOINT MTL METAL 4. ROUGH OPENINGS CL CENTER LINE 0155C OBSCURE VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH CLG. CEILING O.HD. OVER HEAD DOOR MANUFACTURER'S PRODUCT SPECIFICATIONS. GLO CLOSET OG ON CENTER CLR CLEAR OFF OPPOSITE 5. SHUTTERS CMU CONCRETE MASONRY UNITS P.L.F. POUNDS PER LINEAR FOOT STORM SHUTTERS WITH AN ACCEPTED PRODUCT APPROVAL SHALL BE COL. COLUMN P.S.F. POUNDS PER SQUARE FOOT PROVIDED AT ALL OPENINGS EXCEPT THOSE PROTECTED BY APPROVED CONC. CONCRETE P.S.I. POUNDS PER SQUARE INCH IMPACT RESISTANT DOORS AND WINDOWS GO NN CONNECTION P.T. FRE65URE TREATED CONN CASEMENT PARTN. PARTITION 6. EGRESS WINDOWS GTR CENTER PH PHONE DEL. DOUBLE PKT. POCKET EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE DF DRINKING FOUNTAIN PL PROPERTY LINE OF TOOLS, EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" DIA. DIAMETER PLYWD. PLYWOOD HIGH, 20" WIDE, AND MIN. NET AREA OF 5.1 S.F. FOR 2nd FLOOR WINDOWS AND D15P. DISPOSAL 5.0 SF. FOR lot FLOOR WINDOWS. THE SILL HEIGHT SHALL NOT BE MORE THAN DP DESIGN PRESSURE P11L PANEL 44" ABOVE THE FLOOR, LATCH AT 54" A.F.F. MAX.. R RADIUS DR DOOR REP REFIGERATOR -1. INTERIOR NON_ -BEARING WALLS DW DISH WASHER REINF REINFORCE, REINFORCED EA EACH REQ REQUIRED 25ga., 3" STL. STUDS 6 24" O.C. 06" O.C. 0 AREAS RECEIVING TILE) W/ 1/2" EE. EACH END GYPSUM BOARD ON BOTH SIDES. (TYPICAL) � ROOM J E EXPANSION JOINT R.O.O. ROUGH OPENING S. BATHTUB AN12 SHOWER SPACES E ELECTRICAL S.C. SOLID CORE ELEV. ELEVATION SGHED SCHEDULE BATHTUB 4 SHOWER FLOORS d WALLS ABOVE BATH TUBS WITH INSTALLED EMER EMERGENCY SHOWER HEADS a IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH AN ENCL ENCLOSURE 5GD. SLIDING GLASS DOOR IMPERv10U8, NON -CORROSIVE, NON -ABSORBENT 3 WATERPROOF MATERIAL. SF SQUARE FOOT MOISTURE RESISTANT BACKING BOARD REQUIRED UNDER IMPERVIOUS WALL EQ EQUAL SH SINGLE HUNG AREAS IN BATH TUB t SHOWER SPACES. SUCH WALL SURFACES SHALL E.S. EACH SIDE 5H SHELF EXTEND NOT LESS THAN 6'-O" ABOVE THE ROOM FLOOR LEVEL. ESP ELEGTO STATIC PAINT SHOWER g• GARAGE SEPARATION FROM DWELLING_UNIT EW EACH WAY 5PE EXT, EXTERIOR SM5 SHEET METAL SCREWS SHALL_ BE SEPARATED FROM THE DWELLING UNIT AND IT'S ATTIC EXT'G EXISTING EX 50 SQUARE .GARAGE AREA BY MEANS OF A MINIMUM 1/2" GYPSUM BOARD APPLIED TO THE EXT' EXISTING IJ 55 5TAINLE55 STEEL GARAGE SIDE F.B.C. FLORIDA BUILDING CODE ST, STIRRUPS FDN FOUNDATION 10. GARAGE DUCTS STD STANDARD FIN. FL, FINISH FLOOR STL STEEL DUCTS IN THE GARAGE 4 DUCTS PENETRATING THE WALLS OR CEILINGS FLUOR FLUORESCENT ITCH SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE MIN. .OI9" FO FLOOR OUTLET SYMMETRICAL SHEET METAL t SHALL HAVE NO OPENINGS INTO THE GARAGE. 5YM F.R FIRE RATED FR DR FRENCH DOOR TEMP. TEMPERED IL EXTERIOR OPENINGS FRAM'G FRAMING T.B. THROUGH BOLT NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS FT FOOT OR FEET T.Bh1 71E BEAM SEPARATED FROM ADJACENT BUILDING BY A DISTANCE OF LESS THAN FURR FURRING THK THICK 6'-0" G.T. GIRDER TRUSS T e G TONGUE d GROOVE GA GAUGE TOB TOP OF BEAM 12. BACKING FOR CABINETS GALV. GALVANIZED T.O.B.B. TOP OF BOND BEAM PROVIDE ix4 MINIMUM HORIZONTAL BACKING IN KITCHEN W/ TOP 6 35" A.F.F. t GFI GROUND FAULT INTERRUPT T.O.PL. TOP OF WOOD PLATE TOP m V-0 A.F.F. 4 IN BATHROOM VANITY AREAS W/ TOP e 30 APP. OR AS GL. GLASS 7.0.76. TOP of TIE BEAM REQUIRED FOR CABINET ATTACHMENT. GND. GROUND TPH TOILET PAPER HOLDER GYP GYPSUM TYP. TYPICAL 13. 5AFEGUARD5_ GYP, BD. GYPSUM WALLBOARD UN.O. UNLESS NOTED OTHERWISE WHERE THERE IS A DROP OF MORE THAN 4 FEET OR MORE ON THE FAR SIDE HB HOSE BIBB UL UNDERWRITERS LABORATORIES OF THE OPERABLE OR FIXED GLAZED PANELS 24" OR GREATER IN WIDTH HC HOLLOW CORE VERT VERTICAL AND THE SILL 15 LESS THAN 36" ABOVE THE NEAR SIDE WALKING SURFACE, VERIFY IN FIELD SAFEGUARDS SHALL BE PROVIDED AS SET FORTH IN 4403.1.3 HGT. HEIGHT V.IF. NORZ HORIZONTAL WA. WEDGE ANCHORS 14. WOOD FRAME WALLS HM HOLLOW METAL W/ WITH WOOD FRAME WALLS AND HEADERS ARE DESIGNED USING RATIONAL HIPS. HOOPS WC WATER CLOSET ANALYSIS HR HOUR WD. WOOD HVAC HEATING VENTILATION AIR CONE). WH WATERHEATER I5. ACCESSIBLE SPACE UNDER STAIRS HVHZ HIGH VELOCITY HURRICANE ZONE WH WASHING MACHINE ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE ID INSIDE DIMENSION W/O WITHOUT WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON WIF WATERPROOF THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD IN ACCORDANCE INSUL INSULATION WITH FBC, INT. INTERIOR WPH WALL PHONE LAM. LAMINATE WSCT WAINSCOT 16. GARAGE CEILINGS BENEATH HABITABLE ROOMS WT WE IGHT 11 11 11 5/5 TYPE X CxYPSUM BOARD FOR GARAGE CEILING BENEATH HABITABLE ROOMS SHALL BE FASTENED AT MAX. 6" O.C. WITH MIN. 1 1/5" 6d COATED NAILS OR EQUIVALENT DRYWALL SCREWS. PLAN SEEEFENCES�'M�OLS 0 1 2 3 GRAPHIC SCALE N SCALE NORTH ARROW Al DETAIL REFERENCE M23 FOOTING MARK O OBOND BEAM MARK 1621 LB5/FT _ _ A SECTION REFERENCE AI O TRUSS/ANCHORAGE CONNECTOR LABEL Gl COLUMN LABEL ELEV AF.F. ELEVATION HEIGHT NOTE - REFERENCE ALEDGER LABEL I BUILDING LOCATION LABELREVISION REFERENCE MARK INTERIOR ?j ELEVATION LABEL G;ENEfRAL NOTES I. DO NOT SCALE THESE DRAWINGS. THE CONTRACTOR SHALL REVIEW THESE DRAWINGS IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE WALSH ENGINEERING INC. BACKCHARGES WILL NOT BE ACCEPTED. 2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBCONTRACTORS WORKING AT JOB SITE AND FOR ALL COORDINATION OF WORK. 3. THE GENERAL CONTRACTOR SHALL VERIFY THE BUILDING POSITION WITHIN THE SETBACK LINES PRIOR TO COMMENCING CONSTRUCTION. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIARIZED U)ITH ALL EXISTING CONDITIONS AS THEY ARE NOT NECESSARILY SHOWN ON THESE DRAWINGS. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS. 6. 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.. -I. 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. 8. f3UILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 9. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. TO WALSH ENGINEERING INC. FOR REVIEW AND APPROVAL. 10. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. 11. 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. 12, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. 13. ALL MATERIALS, FINISHES, PATTERNS AND COLORS SHALL BE APPROVED OR SELECTED BY THE OWNER/ARCHITECT AND FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. REFER TO FINISH SCHEDULE AND SPECIFICATIONS. 14. NO SUBSTITUTIONS ARE ALLOWED FOR MATERIALS WHERE SPECIFIC MANUFACTURERS ARE INDICATED, UNLESS APPROVED BY THE OWNER/ARCHITECT, WHERE APPROVED EQUAL IS USED, IT SHALL BE UNDERSTOOD THAT THE SUBSTITUTE SHALL BE JUDGMENT AND APPROVAL OF THE ARCHITECT, AND REQUESTS FOR SUBSTITUTIONS SHALL BE MADE IN WRITING PRIOR TO ORDERING MATERIALS OR COMMENCING WORK. SUCH REQUESTS SHALL INCLUDE THE DATE, SCOPE OF WORK, ANY ADDITIONAL COSTS TO THE OWNER AND ANY ANTICIPATED DELAYS CAUSED BY SUCH CHANGES. 15. ALL METAL INTERIOR PARTITIONS SHALL BE 25 GAUGE GALVANIZED METAL STUDS MINIMUM, UNLESS OTHERWISE NOTED, EXCEPT THAT STEEL STUDS SUPPORTING HANGING (FIXTURES, CABINETS, GRAB BARS, MONITORS OR EQUIPMENTS) SHALL BE 20 GAUGE GALVANIZED METAL STEEL STUDS AT 16" O.C. MAX. AND IN COMPLIANCE WITH FBC. 16. PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL ACCEPTABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GASSES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS ASTM E•814/UL 141S. INSTALLATION SHALL BE OF GOOD WORKMANSHIP AND AS PER MANUFACTURER'S RECOMMENDATIONS. 11. TI~RMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES AS PER FBC, ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES AS FBC. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." PROVIDE PERMANENT TERMITE TREATMENT SIGN POSTED NEAR WATER HEATER OR ELECTRICAL PANEL AS PER FBC, 18. WEATHERING IN THE AREA IS NEGLIGIBLE. TERMITES IN THE AREA ARE VERY HEAVY. 19. GYPSUM BOARD CONFORMS TO ASTM AND FBC STANDARDS. 20. CERAMIC TILE CONFORMS TO ASTM AND FBC STANDARDS. 21. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDANTS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450. WALL LEGEND IRE IN O CED M46ONfR'�' NOTES I. DESIGN OF THE REINFORCED MASONRY IS BASED ON THE BUILDING CODE REQUIREMENTS FOR MASONRY 5TRUCTURE5, ACI 530-08, AND THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-08 2. CONCRETE E'.LOCK SHALL BE NEW AND UNDAMAGED AND CONFORM TO THE REQUIREMENTS OF ASTM C SO, f'm = 1900 PSI MIN. BLOCK IS TO BE HANDLED AND STORED TO PREVENT DAMAGE TO AND CONTAMINATION OF THE UNITS. 3. MORTAR TO CONFORM TO THE REQUIREMENTS OF ASTM C. 210, TYPE M OR S. MORTAR TO BE TESTED IN ACCORDANCE WITH ASTM C 1314 AT THE BEGINNING OI° THE PROJECT AND AT EVERY 5000 SF OF WALL AREA. 4, GROUT FOR FILLED CELLS SHALL BE 3000 pal (MIN) AND CONFORM TO THE REQUIREMENTS OF ASTM C 416 WITH A SLUMP OF 8" TO 10". CONCRETE FILLED CELL MIX WITH A f' OF 2500 AND A SLUMP OF UP TO 8" MAY BE SUBSTITUTED FOR THE SPECIFIED GROUT. GROUT (OR FILLED CELL MIX) TO BE TESTED EVERY POUR AND AT EVERY 50 YARDS MIN. WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE THE GROUT SHALL BE STOPPED 1.5" BELOW THE TOP OF THE CONCRETE BLOCK. 5. REINFORCING STEEL SHALL COMPLY WITH ASTM A 615, GRADE 60. ALL STEEL TO BE "5'5 UNLESS NOTED OTHERWISE, PLACED IN THE CENTER or - 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 5HAI-L BE 411. STEEL... TO BE LAPPED 48 BAR DIAMETERS MINIMUM AND HOOKED INTO BEAMS Ise" 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. B. WHERE DOWELS WERE NOT PROPERLY PLACED IN THE FOUNDATION, NEW DOWELS MAY BE DRILLED (3/4" DIA. x 8" DEEP MIN.) AND EPDXIED IN PLACE WITH "US ANCHOR ULTRA50ND EPDXY" S, SHORING DESIGN MUST BE SUBMITTED AND APPROVED PRIOR TO PLACING BLOCK ON STRUCTURAL MEMBERS NOT DESIGNED FOR TIRE WEIGHT. THE DESIGN OF THE BRACING OF WALLS UNDER CONSTRUCTION MUST ALSO BE SUBMITTED AND APPROVED PRIOR TO CONSTRUCTION. CONCF�'ETE NOTES 1. ALL CONCRETE TO ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 P.S.I. IN 28 DAYS. AGGREGATES TO BE CLEAN AND WELL GRADED, MAXIMUM SIZE 3/411. CONCRETE SLUMP 5" MINIMUM TO 6" MAXII1UM. 2,500 P.5.1. FOR SLABS ON GRADE S FOUNDATIONS. 2. MINIMUM CONCRETE COVER FOR REINFORCING BARS: STRUCTURAL PART MINIMUM COVER FOOTINGS (CAST AGAINST SOIL) 3" SLABS ( CAST AGAINST SOIL W/ VAPOR BARRIER) 1 1/2" SLAB., (ABOVE GRADE LEVEL) 3/4" B_:AMS AND COLUMNS 1 1/2" 3. REINFORCING BARS, UNLESS OTHERWISE SPECIFIED, SHALL BE NEW BILLET STEEL MEETING A.S.T.M. A615, GRADE 60. REINFORCING BARS SHALL BE DETAILED, FABRICATED, SUPPORTED IN FORMS AND SPACED WI7H ACCESSORIES FOLLOWING THE REQUIREMENTS OF THE " MANUAL OF STANDARD PRACTICES FOR DETAILING REINFORCED CONCRETE C27RUGTURE5. (A.G.I. 318-05)". 4. LAP ALL REINFORCING BAR SPLICES 36 BAR DIAMETERS (UNLESS OTHERWISE NOTED). ALL REINFORCING BARS SHALL BE SECURELY WIRED TOGETHER IN THE FORMS. TWO-WAY MATS OF STEEL SHALL BE TIED AT ALTERNATE INTERSECTIONS BOTH WAYS. PROVIDE CORNER BARS AT ALL. CORNERS FOR ALL CONTINUOUS REINFORCING IN UNIT MASONRY, S x 5'-O" (30" EA. WAY) AND PROVIDE CORNER BARS FOR THE OUTSIDE BARS OF ALL POURED BEAMS. POUND 4T I ON PL,4N NOTES 1. SLAB ON GRADE: 4" THICK 2500 psi CONCRETE SLAB WITH 6"x6"/w1.4 x wIA WELDED WIRE MESH LOCATED IN THE MIDDLE TO UPPER 1/3 OF SLAB SUPPORTED 3'-0" ON CENTER MAX. ON 6-MIL. VAPOR BARRIER ON CLEAN 95 �. COMPACTED TERMITE TREATED FILL. DESIGN SOIL BEARING CAP4C1TY 15 2500 PSF. ACTUAL BEARING CAPACITY MUST BE CERTIFIED TO MEET 2,500 PSF MIN. BY AN ARCHITECT OR A PROFESSIONAL ENGINEER. 2. CORNER BARS: THE OUTER BAR OF FOUNDATION STEEL SHALL BE CONTINUOUS AROUND CORKERS USING CORNER BARS W/ A MINIMUM LAP SPLICE OF 30" 3. INTERSECTING5LOCK WALLS: AT ALL INTERSECTING BLOCK WALLS, INTERWEAVE CONCRETE BLOCK OR BRiMAK OUT A 5" x 5" HOLE BETWEEN WALLS a 24" O.G. VERTICALLY TO ALLOW CONCRETE TO FILL BOTH CELLS INDICATES 8" X 8" X 16" MASONRY UNITS TO RECEIVE ONE LAYER OF 1/2" DRYWALL FINISH OVER 1" X 2" PT WOOD. STRIPS 6 16" O.C. AND ALUMINUM FOIL INSULATION WITH "R"= 4.1 VALUE GROUT FILL CELL IN CMU, SEE FOUNDATION FOR STL. NON BEARING PARTITION INDICATES 3" MTL. STUDS PARTITION No. 25 GAUGE -m 24" O.C. WITH ONE FULL LENGTH LAYER OF I1/2" DRYWALL FINISH EACH SIDE AND R-11 MINIMUM GATT INSULATION BETWEEN STUDS. F - - - - - - - - - - - - - - - SOFFIT LINE ABOVE L--------------- J mmmm SOFFIT IN PROFILE P,4M INCH PLAN NOTE& 1. THE ROOF FRAMING PLAN SHOWS LOCATION t DIRECTION OF ALL ROOF MEMBERS (T USSES AND GIRDERS). FO RR R R INDIVIDUAL TRUSSES, SEE LAYOUT E ENGINEERING SHEETS BY TRUSS MANUFACTURER. 2. ALL CONCRETE BEAMS TO BE A MINIMUM OF 8" x 12" WITH (2) +'S BARS TOP t (2) +5 BARS BOTTOM UNLESS OTHERWISE NOTED ON PLANS. 3. AT ALL POURED.CONCREtE BEAM AND BOND BEAM INTERSECTIONS, EXTEND BOND BEAM STEEL 30 INTO POURED BEAM5, 4. ANY OF THE SPECIFICALLY NOTED BEAMS MAY BE BUILT UP TO V 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 *2 UNLESS NOTED OTHERWISE ON PLAN 1. 02 N S.Y.P. MAY BE SUBSTITUTED ANYWHERE HEM -FIR IS SPECIFIED 6. PROVIDE FILLED GELDS m MINIMUM 6" ABOVE 3 6" BELOW ALL EXPANSION BOLT LOCATIONS IN C.B.S. WALLS (TYPICAL) S. SPACE FLOOR TRUSSES ACCORDINGLY TO AVOID CONFLICT W/ PLUMBING FIXTURE DRAINS ABOVE, COORDINATE W/ ARCHITECTURAL PLANS 10. PROVIDE 1/2" CDX. PLYWD. FELT MTL. LATH AND STUCCO FINISH AT ALL COVERED TERRACE AND ENTRY CEILING / SOFFITS (TYP). II. ROOF VENTS TO ATTIC SPACE MUST BE COVERED W/ CORROSION RESISTANT SCREENING, WITH OPENINGS OF pia" MAX. OPENING (TYP.) 12 RAINWATER DOWNSPOUTS SHALL DISCHARGE A MIN, OF 12" AWAY FROM THE WALL. FBC 2010 ELECTRICAL PLAN NOTE& 1. ALL SMOKE DETECTORS SHALL BE BATTERY BACK-UP TYPE. 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. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC 110.3 1 11021. 4. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY RM., DINING RM., LIVING RM., STUDY, HALLWAYS, BEDROOMS, CLOSETS AND FOYEI-< SHALL BE ARC -FAULT PROTECTED. 5. ALL 125 VOLT 15 E 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT AS PER NEC 406.11 6, INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250.S4, 2008 NEC 1. GARAGE DOOR OPENER TO BE GFI PROTECTED 8. OUTSIDE RECEPTACLES, RECEPTACLES AT BATH, GARAGE AND ALL KITCHEN RECEPTACLES ON COUNTERTOPS SHALL BE G.F.I. PROTECTED S. ELECTRICAL METER AND PANEL LOCATION MAY VARY AS PER SERVICE ENTRANCE LOCATION. 10. ELECTRICAL CONTRACTOR TO COORDINATE SERVICE WITH F.P.L. 11. A/C COMPRESSOR SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION 12. MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION. 13, IT IS SUGGESTED THAT YOU CONFER WITH FLORIDA POWER AND LIGHT TO LOCATE THE ELECTRICAL METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUIREMENTS 14. PROVIDE DOUBLE FURRING AT EXTERIOR WALL FOR ELECTRICAL, PLUMB, ECT. 15. ALL EXTERIOR LIGHT FIXTURES TO BE SUITABLE FOR DAMP LOCATIONS. 16. ALL EXTERIOR RECEPTACLES SHALL HAVE BUBBLE COVER PLATE. PLUMING NOTES 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. P2105 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2101.1 F.B.C. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.G. PLUMBING GODE CHAPTER IL 4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF 10' FROM AN ADJOINING LOT LINE # 10' ABOVE GRADE PER F.B.0 P3103.6 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE BUILDING. 6. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH F.B.C. 601.3 1. W.H_ P. d T. VALVE 4 LINE SHALL COMPLY WITH F.B.G. 504.6 T,45LE P2 eO3.2 MAXIMUM FLOW FATE5 4ND CONSUMPTIONS FOR PLUM5ING FIXTUR5, FIXTURE FITTING5, AND APPL1,4NCE5 PLUMB[Wj FIXTURE PLUMBING FIXTURE OR FIXTURE FITTING OR FIXTURE FITTING LAVATORY FAUCET 1.5 GPM AT 6O PSI SHOWER HEAD° 1.5 GPM AT 80 PSI SINK FAUCET 1.5 GPM At 80 PSI WATER CLOSET 1.25 GPM AT 60 PSI c DISHWASHER 6.6 GALLONS PER CYCLE OR LESS (ENERGY STAR/WATER SENSE CERTIFIED) WASHING MACHINE WATER FACTOR OF 6 OR LOWER (ENERGY STAR/WATER SENSE CERTIFIED) FOR SI: 1 GALLON PER MINUTE = 3.185 L/M i POUND PER SQUARE INCH - ro.895 kPa a. A HANDHELD SHOWER SPRAY IS ALSO A SHOWER HEAD. b. CONSUMPTION TOLERANCE SHALL BE DETERMINED FROM REFERENCE STANDARDS. c. WATER FACTOR IN GALLONS !PIER CYCLE PER CUBIC FOOT. I. SHOWER CONTROL VALVES SHALL COMPLY WITH P2106.3 FBC-R 2. FIXTURE FLOW RATES SHALL COMPLY TABLE 2SO3.2 FBC-R 3. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER TO COMPLY WITH P2SO3.4 MEP El - FIRST FLOOR ELECTRICAL PLAN E2 = SECOND FLOOR ELECTRICAL PLAN MI MECHANIGAL PLAN P1 - FIRST FLOOR PLUMBING PLAN P2 - SECOND FLOOR PLUMBING PLAN Pam tt* I Ndq -0 33 1 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED` FOR COM%* REVIEWED Y DATE flo _f1 f' ------= ° PLXNSA D PEAMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE &TSUCTUSAL DESIC;N 51,41F-IENT 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 Or - 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. DE5IC;N EAF�A1VIETESS 4 45,5UMPTION& CODE EDITION: 02010 FLORIDA BUILDING CODE x❑ ASCE 1-10 (EXPOSURE CONDITION, INDICATE C ) CONSTRUCTION TYPE: V B OCCUPANCY CLASSIFICATION: R-3 BUILDING DESIaNED AS: ❑ PARTIALLY ENCLOSED 0 ENCLOSED ❑ OPEN ❑ TESTED (WIND TUNNEL) BUILDING HEIGI{T. 0 <- 60ft. ( ASGE 1-10 ) ❑ > 6Oft. (MUST USE A5CE 1) MEAN ROOF HEIGHT: 25'-0" MAX. (FOR LOW RISE BLDG. WITH SLOPED ROOFS) RISK CATEGORY II (DETERMINED BY BUILDING USE/ OCCUPANCY, REFER TO ASCE 1-10 TABLE 1.5-1) INTERNAL PRESSURE COEFFICIENT: t.18 (ENCLOSED MUILDING) 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 vult 132 Vasd BASIC VELOCITY PRESSURE 35,41 PSF NOTE: ACTUAL DE51GN PRESSURES FOR ALL EXTERIOR WINDOWS, DOORS, GARAGE DOORS, AND SIMILAR ENVELOPE ELEMENTS ARE INDICATED ON CONSTRUCTION PLANS. ROOF TRUSS L I VF LOAD 20 PSF FOR TOP CHORD 10 PSF FOR BOTTOM CHORD NON 200 lb. CONCENTRATED LOAD CONCURRENT AT ALL BOTTOM CHORD PANEL JOINTS (HVHZ ONLY) ROOF TRUSS D AD LOAD 15 PSF FOR TOP CHORD 10 PSF FOR BOTTOM CHORD ROOF TRUSS DEAD LOAD TO RESIST WIND UPLIFT 10 PSF TOTAL °'SOIL SEARING CAPACITY 2500 P-ar- REVIEWED FOR SHEAR WALL REQUIREMENTS © YES ❑ NO 1I11PACT PROTECTION REQUIRED ® YES ❑ NO IDF-,,4WINC INDEX ARCHITECTURAL CS - COVES? SHEET Al - FIRST FLOOR PLAN A2 - SECOND FLOOR PLAN A3 - FRONT AND REAR ELEVATIONS A4 - RIGHT SIDE AND LEFT SIDE ELEVATIONS A5 - BUILDING SECTIONS r�- A& - STAIR SECTIONS AND DETAILS m � cal DETAILS DI - TYPICAL DETAILS X D2 - DETAILS a 0 U D3 - DETAILS r U � m STRUCTURAL 51 - FOUNDATION PLAN O m m 52 - FIRST FLOOR ROOF AND SECOND FLOOR FRAMING PLAN Q) m 53 - SECOND FLOOR ROOF FRAMING PLAN `n 0 a) I -I! [L 54 - SECTIONS AND DETAILS u 55 - TYPICAL SECTIONS AND DETAIL5 ''JL%J%'f'rerll" c- R M At 14°i ie�'i �®CD r V � 0 T F ca: im "Qd `'• `®� /ONo, �\ MAR 5 �014�d°���r►tssnae��` s L 0 Q) F= U Q Q L1 0 w 0 O Q won Document Information Project ": 5512 - LOT 41 Date: 03-25-2014 Drawn: et"! Checked: SRW Sheet # CS of A& Sheets i INTERIOR DOOR 5CHEDULE: DOOR TYPE FRAME REMARKS No. W H T MAT. TYPE GLASS MAT. IDET. 1 2 _g 8'-0" 13/8" MTL, SWINGDSOLIIDECORE IUD, MTL. THRESHOLD, AIR MIN. FIRE RATED DOOR, AST AND AUTO CLOSING, 20 PER FBC 2010 2 2'-0" 8'-0" 1 3/a"I WD. RAISED PANEL, SIDING IUD. MARBLE SADDLE AT BATHROOMS ONLY 3 2'-4" 8'-0" 1 3/8" IUD. RAISED PANEL, SIDING WD, MARBLE SADDLE AT BATHROOMS ONLY 4 2'-(o" 8'-0" 1 3/s" Wp. RAISED PANEL, SIDING WE). MARBLE SADDLE AT BATHROOMS ONLY 5 2-2'-0" 8'-011 1 3/8" WE). RAISED PANEL, SIDING WD, MARBLE SADDLE AT BATHROOMS ONLY 6 2-2'-(o" 8'-0" WE). RAISED PANEL, SWING WD, FULL LOUVERED A/C CLOSET DOOR I 2-2'-6" 8'-0" 1 3/5" WD. RAISED PANEL, SWING WD. 8 2-2'-6" V-0" 1 3/5" 10 LITE FRENCH DOOR CAT II SAFETY WD. DOOR FRAME SHALL BE SOLID 2 x 4 RABBITED WOOD FRAME AS PER FBG 2010 CLOSING DOOR SHALL BE TIGHT FLOOR FLAN LEGEND: ® REFRIGERATOR SPACE O❑ ELECTRICAL METER ® DOUBLE SINK WITH DISPOSAL ® DRYWALL FINISHED PANTRY CLOSET WITH © DISHWASHER (5)16" WIDTH SHELVES ® COOKTOP OF DRYWALL FINISHED LINEN CLOSET WITH l5) 16" WIDTH SHELVES FE LINE OF CABINET ABOVE ® SHELVES 36" HIGH COUNTER F CAT II SAFETY GL. SHOWER ENCLOSURE 0 DOUBLE OVEN F 24" (W) CAT 11 SAFETY GLASS DOOR WASHER 4 DRYER SPACE FU� 42" HEIGHT GUARDRAIL ❑ LAUNDRY SINK ❑V 34"-38" HEIGHT HANDRAIL ❑ AIR HANDLER UNIT LINE OF SECOND FLOOR ABOVE 0 AIR CONDENSING UNIT W/ 48"X48" CONC. PAD ❑ MILLWORK 0 ARCH TRANSOM SEE DET. ON SHT A-5 ❑ LINE OF COFFER CEILING SEE DTI-5 ON 0 22" X 30" ATTIC ACCESS PANEL, A 30" MIN. SHEET A-5 UNOBSTRUCTED HEADROOM MUST BE F-Z] PROVIDE ABOVE THE ACCESS OPENING. WATER HEATER ❑N ELECTRICAL PANEL SURFACE MOUNTED ® SHAMPOO SHELF AT 24" A.FF. NOTE: FOR MILLWORK AND BATHROOM RECESS NICHES REFER TO INTERIOR DESIGN DRAWINGS. AREA GALCULATION5 FIRST FLOOR A/C SPACE 2098 SQUARE FEET SECOND FLOOR A/C SPACE 2306 SQUARE FEET TOTAL A/C SPACE 4404 SQUARE FEET GARAGE 125 SQUARE FEET COVERED ENTRY 50 SQUARE FEET LANAI 319 SQUARE FEET BALCONY 112 SQUARE FEET TOTAL 5605 SQUARE FEET F- BUILDING CALCULATION5: TOTAL Sq, Ft. UNDER ROOF 3, nI SQ. FT. No OF STORIES — 2 No OF BEDROOMS -- 5 No OF BATHROOMS 4 SQ.FT. OF PAVING N/A SOFT. OF POOL N/A BALGONY RAILING N/A SCREEN ENCLOSURE N/A SHUTTERS N/A 9 21'-ro 12'-ro YA1 v 'p tr ----------------------------------------------------tD I13'_4" I -- ----------------------------- 20'-2" ------ 15 - <r ❑K =0 ❑ �' K 16 N � c0 ❑ o 0 O O �j 4 10'-0" CLG 31_611 4" 2' 6 4" AA 12' 2'-Il" 6'-0" 6'-6" �'-b" ;3,4TH I co r I 12 I LANAI Ira'-0" CLG, 13 = � 14 ao N e _ i I I i t I I 2'- I V-4" CLG FAMILY ROOM 10'-0" CEILING m 13'-I01, v i TM7 I�L1111177 I co a I i I I I i I I I I 2-_0" I g l all d hi I 'd O ® ;_ �- 3 O all 4'-0" ❑F i i i i I II © 110'-4" I _6 14 2h 4' —� 4'_2" II_g., la I l m 4" V-10" 2" I G I I 2-10" <t N '� ❑Y II I;II iiI ❑i i I I 3'-8" 8" 9" r e DINING II III II o ❑ 10'-0" CEILING KIT _ _ 9'-5" 10" I'-8" 3'-10" 1' iII e N im CLG I I I = _ ' 5" V-4" 6" '' I 4 u 2'-2" I'-0" v 1'-4" 11'-10° _ A A5 9 -- U NCA5U4L IBEDROOM a 10 -0 CEILING _ U � M � UP ------ --- _ 3'-10" O - 10'-0" CLG =01 -0-1 CLG I_'.- I O I 2 J r, —1— I - -- A5 L _-- 3'-8"12 4,----{ ------ 5" I' 0 P m-- ------ I _ ❑ -- ® I 3'-8 I' m" I I Y I i i I ❑Y 1 I I I I I I '8„ � � ❑ I I I I I I I 2-_oll I-_0.. I I1_11 r --__-�-- O -------- 9'-4" CLG ----- I'— L " 6'-4 I' 0 6" 4" 6'-11' I I4J PANTRY' 1 I 10'-0" CLG i I I 8 I I V -4" F01'ER I 10 -0 CLG I 16'-6" I _g 8.. I I I I 9'-4" CLG _ 8 _6 1 _g �t ENT 1' I I I a, i ff[ [I i I i I I I 1�( I I I 4 = _ 8 s c — '- " CLG Y ❑ ------------------� V-4" CLG ------ 10'-0"-------- 2'-2" 5 _ cv _ I 1'-5° 9 N = m M ❑ all BOLLARD - SEE STRUCTURAL PLANS II -4" O I I a - e D 11�,I INCH ROOM =, 10'-0" CEILING r------1 I I I I la I w IL J 04 2 CAR GARAGE 10'-0" CEILING I I I 22,_o°l 4'-8" I' 0" 3'-8" 11 I I' 0" -0 5' ----- ; 8" 1411 I'-g" I L__ _ a --_ ----- 1'.V 4' _ ° ---------------- — -9 -4 CLG --------� r----= -- -- I � 0 �! 8" 11'-0" 4'-al' I'-0" 4' ; o = N I L I._g O I ----------- - ;" ----N ; I 10'-0" CLG L___________J L____— LIVING ROOM � --- r------------,----- ❑ ❑ Y; Y Ib'-0'°I,_2 41 I _—___-I -----� COVIERED = a" n "' .9 vL----------------- O I I I I L.----- ----------------- I I , 10'-0" CLG a.. 8 I I I I I I I I 1 I -----J L----------- J L----- V-4" CLG e i I I I -----� 0 `n 4 i I I 11i 1 IS 01 p ------- -------------------- II — — — — — — — — — — — — — — — — — ��__� i I 1 CAR GARAGE i 10'-0" CEILING211 ; VL I I I I O I THIS DOOR IS THE DESIGNATED MEANS OF EGRESS AND EMERGENCY MEANS OF ESCAPE. LANDINGS/ FLOORS AT THIS MEAN OF EGRESS DOOR SHALL NOT BE MORE THAN 11/2" LOWER THAN THE TOP of THE THRESHOLD. p v A5 3'-2" 4'-0" V-2" 4'-6" I'-5" 8'-i" 3'-8" W-0" IV-4" 10'-0" 23'-4" \ 1 II � I F Information 512 - LOT 41 3-25-2014 Drawn: SM Checked: SRW FIFRST FLOOfR FLAN SCALE: 1/4" = I'-0" Sheet # Al Of A�o eheetS 4 INTERIOR DOOR 50HEDULE: DOOR TYPE FRAME REMARKS No. w H T I MAT. TYPE GLASS MAT. I DET. 1 2'_g 8'-0" 1 3/8" MTL. SIDING S L D CORE WD. AND AUTO CL0 MIN. FIRE RATED DOOR, AST PER FBC 2010 SING, 20 2 2'-8" V-0" 1 3/6" WD. RAISED PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS ONLY 3 2'-4" 8'-0" 13/all WD. RAISED PANEL, SIDING WD. MARBLE SADDLE AT BATHROOMS ONLY 4 2'-6" V-0" 1 3/8" WD, RAISED PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS ONLY 5 2-T-O" 8'-0" 1 3/S" WD, RAISED PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS ONLY 6 2-2'-6" V-0" WD. RAISED PANEL, SWING WD. FULL LOUVERED A/C CL05ET DOOR 7 2-2'-6" V-0" 1 3/5" WD. RAISED PANEL, SWING WD, 8 2-2'-6" V-0" 1 3/6" 10 LITE FRENCH DOOR CAT II SAFETY WD. DOOR FRAME SHALL BE SOLID 2 x 4 RABBITED WOOD FRAME AS PER FBC 2010 CL051NG DOOR SHALL BE TIGHT FLOOfR FLAN LEGEND ® REFRIGERATOR SPACE �O ELECTRICAL METER ® DOUBLE SINK WITH DISPOSAL ® DRYWALL FINISHED PANTRY CLOSET WITH © DISHWASHER (5) 16" WIDTH SHELVES © COOKTOP ® DRYWALL FINISHED LINEN CLOSET WITH (5) 16" WIDTH SHELVES 0 LINE OF CABINET ABOVE ® SHELVES ❑F 36" HIGH COUNTER ❑S CAT II SAFETY GL. SHOWER ENCLOSURE ❑G DOUBLE OVEN 0 24" (W) CAT 11 SAFETY GLASS DOOR ❑H WASHER a DRYER SPACE � 42" HEIGHT GUARDRAIL 0 LAUNDRY SINK ❑y 34��_38�� HEIGHT HANDRAIL 0 AIR HANDLER UNIT �J] LINE OF SECOND FLOOR ABOVE ❑K AIR CONDENSING UNIT W/ 48"X48" CONC. PAD � MILLWORK ❑L ARCH TRANSOM SEE DET, ON SHT A-5 � LINE OF COFFER CEILING SEE ptLS ON ❑M 22" X 30" ATTIC ACCESS PANEL, A 30" MIN. SHEET A-5 UNOBSTRUCTED HEADROOM MUST BE 0 PROVIDE ABOVE THE ACCESS OPENING. WATER HEATER ❑N ELECTRICAL PANEL SURFACE MOUNTED ® SHAMPOO SHELF AT 24" AFF. NOTE: FOR MILLWORK AND BATHROOM RECESS NICHES REFER TO INTERIOR DESIGN DRAWINGS. AA CALCULATIONS FIRST FLOOR A/C SPACE 20Sa SQUARE FEET SECOND FLOOR A/C 5PACE 2306 SQUARE FEET TOTAL A/C: SPACE 4404 SQUARE FEET GARAGE 125 SQUARE FEET COVERED ENTRY 50 SQUARE FEET LANAI 31S SQUARE FEET BALCONY 112 SQUARE FEET TOTAL s&05 SQUARE FEET BUILDING CALCULATION5: TOTAL Sq. Ft. UNDER ROOF 3, 191 SQ, FT. No OF STORIES 2 No OF BEDROOMS 5 No OF BATHROOMS 4 SQ.FT. OF PAVING N/A SQ.FT, OF POOL N/A BALCONY RAILING N/A SCREEN ENCLOSURE N/A SHUTTERS N/A 21'-roll 12'-roll IT-4" 3'-4" 9'-roll a' -a" I'-1" 4'-roll B A5 = 6i- 1 .o --------------i 2'-0° 9_ _ 4 _5„ 4„ eALCONY V-4" CEILING 4'-2 1/4" 11'-3 1/2" 3'-2 /4" ytp i------------ 10'_Il" N i4 o ��_0 _ N 28 28 b" g - 5 F4� 4 _2„ a" 32 N 0 r 4i N`V i ; j I i ; 14,-11, i i i MASTER � 10'-0" CEILING i I ; m !F = 2 - ----- LOW WALL 4° ABovE TOP OF TUB I MASTER 5 ATH 9'-4" CLG 5 -roll T-4" iv - N rJ N N m -------------------------- 18'-5" ° -0 4" _ 4" ❑T �3 41 1 4"O 4'-2" 3 iv all r I m 50NUS ROOM r 9'-4" CEILING ® ❑� 10' 411 l I I ------------- 'mI4 I I ------------- 9-4" CLG 10'-8' 4" o° rvI 4'-4I4 �-- m 0 - I ? 1 14 IiII V-4" CLG 1-2' 4�© A/C CH—ASE II ___________s 4--0" 1116 ❑ FL 11 r I ®� I 4" 2'-10" 4� I _____________ �4 3'_2„ J 4 4 5EDROOM V-4" CEILING il'-2" O35 P-2" --2" [t4 a" Q `- � DN L4" l'-3" 4.9 — �_, O� BATS 3 9 4 CLG = 2'-ro I/2" ro'-0 1/2" �0 A5 all f ro' 9„ ` = 2t, ---� N ® -------- - O 6.3 ' N _ 4 j l LJ 4i 3'_g 4, `+ m I = 1 LOFT V-4" CEILING 3'_2", 4 11-101, 6 31_411 5" _ 4, 5EDROOM 3 V-4" CEILING I I I I , I m o 26 O 38 37 I I I ---------- ® - � A/C CHASE 5EDROOM 2 9'-4 CAL 9'-4" CEILING 12'-O" 4", 1 ----- - IT -------- ------- I ---------1 I I I I b" ,t yF I I I I ----- ------ --------------- -------------- ------ I -------� �9 m C rL- N N 21 °0 I C ------------ 5ECONED FLCC� FLAN q NEMESES 0 W O n�I � y1 T U o� ( a II Z a IL ma ca _> 0 m C,, m� �m r 1.0 X �= Q 0 m V 1L N � U lJ- o Q� W Q) cD xx LI) uj [Q � O Q\AEN R. yy44,f���0 s 33 5 IF Z LIAR sS/ONAd- %\��b� •a, qa Document Information Project 0: 5512 - LOT 41 Date: 03-25-2014 Drawn: SM Checked: 5RW cJheet # ,42 of A& Sheets SCALE: 1/4" = I'-0" E/TEfRiOR D00 5 / WIN[DOW5 5CHEIDUL Ip WINDOW LOCATION pESCRIPTION ROIYH OPENIW3 (W x W) DESIGN PRES. +PSF. DESIGN PP S. -P.Sr 01 INTERIOR ENTRY DOOR 12" X 96"=48,00 +31.3 -40.8 02 INTERIOR 25 SH 38" X 63" = 16.62 +40.1 -43,6 30 INTERIOR OVERHEAD DOOR 96" X 96" = 64.00 +36.5 -40.0 ® INTERIOR 25 SH 38" X 63" = 16.62 +40.1 -43.6 O5 EXTERIOR 25 SH 38" X 63" = 16.62 +40.1 -53.4 © EXTERIOR METAL SIDE DOOR 31" X 96" = 24.61 +39.0 -506 O INTERIOR 25 SH 38" X (o3" = 16,62 +40.1 -43.6 ® INTERIOR 25 SH 38" X 63" = 16.62 +40.1 -43.ro O9 INTERIOR 2-25 SH 16" X 63" = 33.23 +35.5 -42.3 Q) INTERIOR 1/2-36 SH 25" X 15" = 14,58 +40.9 -44.5 11 EXTERIOR 1/2-36 SH 25" X 15" = 1458 +40.13 -54.1 12 EXTERIOR 3-36 SH 162" X 15" = 8438 +35.8 -44.1 13 INTERIOR (2) FRENCH DOOR 18" X 96" = 52.00 +31.0 -40.6 14 INTERIOR FRENCH DOOR 31" X 96" = 24b1 +313.0 -42.5 15 EXTERIOR 1/2-34 SH 26" X 50" = 9.58 +42.0 -56.3 16 INTERIOR 25 SH-EGRESS 36" X 63" = 16b3 +40.1 -43.ro 11 INTERIOR 1/2-34 SH 28" X 50" = 9.58 +42.0 -45.6 18 EXTERIOR OVERHEAD DOOR 192" X 96" = 128 +34.6 -41.8 19 INTERIOR 25 SH 36" X 63" = 16b2 +40.1 -43.ro INTERIOR 1/2 33 SH 25" X 38" = 138 +42.6 -46.2 21 INTERIOR 1/2 33 SH 25" X 38" = 138 +42.ro -46.2 22 INTERIOR 112 33 SH 28" X 38" = 138 +42.6 -46.2 23 INTERIOR 1/2 33 SH 25" X 38" = 138 +42.6 -46.2 24 EXTERIOR 1/2 33 SH 28" X 38" = 138 +42.6 -51.5 25 INTERIOR 24 SHE -EGRESS 38" X 58" = 15.32 +40.S -44.5 26 INTERIOR 2-24 SHE 16" X 55" = 30.60 +35.13 -42.5 21 EXTERIOR FIXED GLASS 54" X 58" = 21.15 +40.0 -52.2 28 INTERIOR (2) FRENCH DOOR 136" X 96" = 90b1 +31.0 -40.6 29 INTERIOR 25 SH 38" X 63" = 16.62 +40.1 -43,6 EXTERIOR 3-24 SHE 114" X 58" = 45.92 +31.9 -41.13 31 INTERIOR FIXED GLASS 54" X 58" = 21.15 +40.0 -43.6 32 EXTERIOR FIXED GLASS 28" X 38" = 135 +42.6 -51.5 33 INTERIOR FIXED GLASS 28" X 38" = 138 +42.6 -46.2 34 INTERIOR 1/2-33 SH 28" X 38" = 135 +42b -46.2 INTERIOR 24 SHE -EGRESS 38" X 58" = 15,32 +40.9 -44.5 36 EXTERIOR 1/2 33 SH 28" X 36" = 138 +42.6 -51.5 3l INTERIOR 1/2 33 SH 25" X 38" = 138 +42.6 -46.2 38 INTERIOR 1/2 33 SH 28" X 36" = 138 +42.6 -46.2 39 INTERIOR 25 SH 38" X 63" = 16.62 +40.1 -43.6 ® INTERIOR 24 SHE -EGRESS 38" X 50" = 1532 +40.4 -43.9 41 INTERIOR 24 SHE -EGRESS 38" X 56" = 1532 +40.4 -43.9 LEGTN�) ® FLAT GEMENT ROOF TILE © 2X8 SMOOTH FINISH WOOD FASCIA SMOOTH FINISH 5TUCGO © ACCENT 5TUCC0 FINISH 0 DECORATIVE SHUTTER SMOOTH FIN. SEE DTL "D-18" $ "D-19" ❑F TEXTURED 5TU000 FINISH 0 5TONE VENEER 0 PREGA5T DECORATIVE BRACKET 5EE DTL "D-20" OJ COACH LIGHT IMFACT NOTE NOTE: THIS STRUCTURE SHALL HAVE ALL EXTERIOR GLAZED OPENINGS PROTECTED BY IMPACT RESISTANT GLASS, BEARING A PRODUCT APPROVAL ACCEPTANCE NUMBER. FRONT, GARAGE AND ANY SIDE SERVICE EXTERIOR DOOR SHALL BE IMPACT RESISTANT. <NEE WALL DETAIL SCALE: 1/2" = I'-0" 1R00F OF 15T FLOOR VENTILATION; HEIGHT IDIMEN5ION5: REQUIRED VENTILATION: RIDGE HEIGHT = +14'-3" 1314 S.F. = S.�ro S.F. MEAN HEIGHT = +12'-0" 150 EAVE HEIGHT = +10'-0" SOFFIT VENTILATION PROVIDED: NOTES: 4" X 2019% 53.21 S.F. 1. EL1~V,4TIONS ARE REFERRED 144 TO FINISH FLOOR AS 0'-0" F00F 2NID FLOOR VENTILATION- HEIGHT IDIMEN51ON5: REQUIRED VENTILATION: RIDGE HEIGHT = +2-f'-10" 233-1 S.F. = 15.58 S.F. MEAN HEIGHT = +23'-ro" 150 EAVE HEIGHT = +21'-0" SOFFIT VENTILATION PROVIDED: NOTES: 4" X 2110" _ -1-1.1� S.F. 1. ELEVATIONS ARE REFERRED 144 TO FINISH FLOOR AS 0'-0" 3'-2" SINGLE HUNG WINDOW 24 SHE WINDOW U1.0.= 31" X 56" M.O.= 35" X 55" IIIIJI W/ PRECAST SILL T�=, � U 55 �NDOW5 [)TL=, SCALE: 1/2" = I'-0" TOP OF BOND BEAM ,u TOP OF BOND BM 0 ELEV. +21'-0" TOP OF BOND BM ELEV. +II'-S" SEE DTL "D-22" - - SEE DTL "D-21" - SEE DTL "D-23" 2 E GRESS 2 3 r=G S5 2 2 EGRE S5 -515, +42b PSF -46.2, +42b PSF -462 +42,6 PSF 12" 5"F:� 12" - �5n SEE D] +2" � FRCN TELEVATfON " FOR ALL DETAILS REFERENCED ON THIS SHEET, SEE SHEET D2-D3 12" 5"F� SEE DTL V-1" r- +2" 12" e v v ro SEE DTL "D-22" - 31 FIXED GLASS -42.4, +39.4 PSF m -------_. ,i---------------------------------- SEE DTL "D-1" toll r +2" s FINISHED FLOOR ELEV.. ±0'-0"------------ --- I U su DTL "D-1" +2" 30 (3) 24 SH SEE DTI 413, +31.4 PSF "D-22" ---------------------------------- toll SEE DTL V-1" 13 (2 3' 0'x5'-0" FRENCH DR -40b, +31D PSF 3SHE SE�REsS R5 -462. +42b PSF -5+42b P S f (2 FRENCH DOOR FRENCH DOOR 40b +31.0 PSF 4010+31.0 PSF SEE DTL "D-21" SEE DTL "D-23" TOP OF BOND BM SCALE: 1/4" = 1'-0" �o TOP OF BOND BM ELEV. +21'-0" TOP OF BOND BM -- ELEV. +II'-8" SEE DTL "D-1" +2" 6" FINISHED FLOOR -- --------------------------------------- -- -- ELEV. 10'-0" 12 (3) 36 SH SEE DTL -35.8, +44.1 PSF 11D-22" fR,EAf;R VA T I ON ,, FOR ALL DETAILS REFERENCED ON THIS SHEET, SEE SHEET D2-D3 SCALE: 1/4" = I'-0" LIAR L 0 Z Q) E U 0 Q Q) -+J Ll O H � U� �i V1 Mom U U II Z� z CNi R- W r �O LL FSheet # of ,4(o Sheets LEGEND ® FLAT CEMENT ROOF TILE ® 2X& SMOOTH FINISH WOOD FASCIA SMOOTH FIN15H STUCCO © ACCENT STUCCO FINISH ❑E DECORATIVE SHUTTER SMOOTH FIN. 5EE DTL 1'D-1,511 4 11D_IIY 0 TEXTURED STUCCO FINISH ❑G STONE VENEER PRECAST DECORATIVE BRACKET 5EE DTL 11D-2m11 ❑� COACH LIGHT NE WALL DETAIL SCALE: 1/2" = I'-0" iMFIACT NOTE : NOTE: THIS STRUCTURE SHALL HAVE: ALL EXTERIOR GLAZED OPENINGS PROTECTED BY IMPACT RESISTANT GL 65, BEARING A PRODUGT APPROVAL ACCEPTANCE NUMBER. FRONT, GARAGE AND ANY SIDE SERVIGE EXTERIOR DOOR SHALL BE IMPACT RE515TANT. T_ 3'-2" _T SINGLE HUNG WINDOW 24 SHE WINDOW W.O.=31"X56" M.O.= 38" X 58" W/ PRECAST SILL T�'f, E 55 WINDOWS DTI=, SCALE: 1/2 = I' -fill TOP OF BOND BM 4 ELEV, +25'-0" 1211 f t SEE DTL "D-7" T F +211 J TOP OF BOND BM ELEV. +21'-0" - s SEE D 221111T--�, FF7 m TOP OF BOND BM ELEV. +10'-0" FINISHED FLOOR "" ELEV. to'-O" KNEE WALL - SEE DETAIL BELOW 1211 1211 1211 511 SEE E)TL "D-111 rSEE DTL "D-7" SEE DTL 'V-7" +2" / +2" / +211 20I/2-33 SHE _------ ECzREESS �r 1 -462; +42b PSF 1211 H EE56 -43b +40.1 PSF -------- �--------------------------------------------------------- SEE DTL "D-111 ---- ------------ ----------------- FZIGHT ELEVATION * FOR ALL DETAILS REFERENCED ON THIS SHEET, SEE SHEET D2-D3 1211 J J �/ UJ lu SEE DTL "D-711 TOP OF BOND BM +2" ELEV. +21'-0" s ' 1■1■1■i■1■ ■1■1 m1i I I mi, I', +2" SEE DTL 1V-7 I W rm pi 0_I TOP OF BONE) BM m 34 1/2-33 SH 33 FIXED GLASS 32 FIXED GLASS = 462 +42b SF _ 2 +42 SEE DTL _ 35 24 SHE P -46 , b PSF -515, +42b PSF _, "D-22„ N F4C 5 SS m -44.5 +40.9 PSF ------------------ TOP OF BOND BM ELEV. +II'-8" Gtt Intl lln -Ill DTL "D-711 +211 ELEV. +ZI'-0" ,(0 25 SH EEGREE 55 -43.6 +40.1 PSF SEE DTL 11D-7" � +211 SCALE: 1/4" = I'-011 FINISHED FLOOR ELEV. t0'-0" TOP OF BOND BM ELEV. +21'-0" 0 ar 0 0 0 UI m m LU r E CxRE SS SEE DTL "D-22" �0 E CaRE SS 2 FXED GLA�S 2 (2) 24 SHE N 2 24 SHE --SEE 2pTL (j O -513 +39.4 PSF in -420 +38.4 PSF in EEGREE5S -43.9 +40.4 PSF 43.9 +40.4 PSFLL -43.1, +402 PSF �= U ---------------------------------------- +6cmv SEE DTL "D-7" _ _ _ - - TOP OF BOND BM Ca +2" +2" SEE DTL "D-7" +2 , ELEV. +10'-0" ff m m Q) SEE D, lV-2211 SEE DTL II I IID_22" all ,� FINISHED FLOOR 1`� FRENCH pR ----------------------------------- 11 1/2-36 SH 101/2-36 SH -42.5 +39.0 PSF -53.4 +40.4 PSF 43.9 +40.4 PSF LEFT ELEVATION * FOR ALL DETAILS REFERENCED ON THIS SHEET, SEE SHEET D2-D3 9 (2) 25 SH -41.8 +353 PSF ------------------- S 25 SH 25 SH -43b +40.1 PSF -43.6 +40.1 PSF +211 G i0 I R_ b" 6"��`� ®ate o� 1 F FINISHED FLOOR �aAV ®��`nRti . ------------- LL--- - -=- //�� (AIR[� (%� !}� /y�(�+ py y� p I II I II ELEV. t0'-I!/" MAR /e+' FJC'L^/ �IONP ,�¢db'~�. METAL DOOR -50.6 +39.0 PSF SCALE: 1/4" = 1'-011 E formation - LOT 41 -25-2014 W Sheet # /44 of ,4& Sheets VARIE5 (5EE PLAN) 3140" 3'-7" TO 7'-0" 2ND FLOOR ONLY AND 5MALLER AND LARGER TYPICAL INTER C FR ARCI� 5 [�, TAIL NOTE: PROVIDE SAME TRANSOM HGT. AT SECOND FLOOR WITH NO ARCHES SCALE: 1/2" = I'-0" TOP OF BOND BM L ELEv. + 21'-0" TOP OF 2ND FLOOR OPENINGS ELEV. + TOP OF BOND BM ELEV. + II' -a" TOP OF FINISH FLOOR i ......�• _ .i I�.I I VI'71..1\ i�r-`vn �v� i�7�•• WilA dIN ki ELEV. fV-0° CONC. SLAB - REFER TO STRUCTURAL PLANS FOR SIZE ¢ MONOLITHIC FOOTING. REFER TO REINFORCEMENT. (TYP.) STRUCTURAL PLANS FOR SIZE 4 REINFORCEMENT. (TYP.) REINFORCEMENT. (TYP) ^l STRUCTURAL PLANS FOR SIZE 4 REINFORCEMENT. (TYR) TOP OF BOND BEAM ELEV. + 21'-0" TOP OF BOND BEAM ELEV. + W-B" TOP OF FINISH FLOOR ELEV. t0'-0" SCALE: 1/4" = I'-0" MAR Document Information Project 0: 5512 - LOT 41 Date: 03-25-2014 Drawn: 5M Checked: SRW Sheet # 45 of A& Sheets 1"X12" TREAD (3) 2X12 IUD. 5TRINGER TO RECEIVE ZID w TREADS AND RISER5. r � P.T. NAILER - REFER TO STAIR 11L loll TREAD MANUFACTURER SHOP DRAWINGS FOR CONNECTION TO SLAB TOP OF F-0- CONC. SLAB ELEV. +-0'-(d" d < < n d .n CONCRETE 5LA5 REFER TO 5TRUCTURAL DWGS. 2" X DRAFT5TOP REFER TO STAIR MANUFACTURER5 5HOP DRAWINGS FOR STRINGER TO 5LA5 CONNECTION 5 T A I FR T 5L AE3 SCALE . I'' = 11_011 4X4 IUD. i='OST 5ECURED T1'fi='IC,4L 4X4 POST 5ECURED TO SLAB - REFER TO STAIR MANUFACTURERS 5NOi= DRAUJINGS FOR CONNECTION CONCRETE SLAB REFER TO 5TRUCTURAL DUJG5-1 a a a d d d Ll a a 4 4 a. a CONNECTION 1/2" MIN. TYP. a BOTH END5 OF BALUSTER5 2X4'a24"( 1/2" ♦ --lfflFAI 5CALE : N.T.S 2 X 6 HANDRAIL - IUD. 5ALU5TER5 a =ER TO GUARDRAIL NUFACTURERS SHOE :AWINGS FOR ALL F, D CONNECTION5 32" PLYWD, 5HTG. C EFAB. WOOD FLOOF 155ES FOR LINE BEYOND =FAB ENG. WOOD FI 155 727)fR15EfR [DETAIL 2'-0" ---------------- NOTE: -)USTIC. SPRAY FINISH ON ALL RAILINGS TO REJECT 4" DIA. 1/2" DRYWALL ON METAL OBJECT As PER FBC 2010 HI-HAT5 Q 16" O.C. IL [DETAIL U-N.O. (3) 2X12 WD. STRINGER TO RECEIVE TREAD5 AND R15ER5. I" THICKNE55 WOOD TREAD I" WD. N051NG %" CDX PLYWOOD RISER I" X I" X 5" STIFFENER BLOCK NAILED AND GLUED TO R15ER AND TREAD PLACED ON THE CENTER OF THE 5PAN OF THE TREAD 2" X DRAFT5TOP REFER TO STAIR MANUFACTURERS 5HOP DRAWING6 FOR 5TRINGER TO LANDING OR 5ECOND FLOOR CONNECTION TOP OF 2ND FR OL ELEV. +II'-91/2" 2X12 IUD. 5TRINGER5 TO RECEIVE TREAD5 AND RISERS. k.0t, l0" TREAD 2" X DRAFT5TOP 1 LATER OF Na" DRYWALL UNDERNEATH RUN OF 5TAIR5 5TA I fR TO L AND IN 5CALE • 1" = 11_0II A(o 5CALE . III _ 11-011 I X 4 P.T. CONT. WOOD. BLOCKING - REFER TO HANDRAIL MANUFACTURER5 SHOP DRAWING5 FOR CONNECTION5 2 X 6 PINE OR CLEAR FIR WD. HANDRAIL ATTACHED TO BLOCKING - REFER TO HANDRAIL MANUFACTURERS 5HOP ? DRAWING5 FOR CONNECTIONS p z 0 4 2 X 2 WD. BLOCKING ATTACHED TO WALL - REFER TO HANDRAIL p MANUFACTURER5 SHOP '- DRAWINGS FOR CONNECTION5 IL IDETAIL 5CALE : N.T.5 42" GUARDRAILS (TYP. AT OPEN SIDE ONLY) LIFE SAFETY FEATURES SHALL BE PROVIDED AT TIME OF OCCUPANCY 42" GUARDRAIL AND 38" HANDRAIL (TYP. AT INTERIOR 51DE ONLY) LIFE SAFETY FEATURE5 SHALL BE PROVIDED AT TIME OF OCCUPANCY ----\ zz, 1 I /711 1 1 /711 GRASPABLE HANDRAIL 5HALL BE CONSTRUCTED SUCH THAT ITS PERIMETER DIMENSION SHALL BE GREATER THAN 4 INCHE5 BUT NOT GREATER THAN 6-1/4 INCHE5, AND IT'S LARGEST CR05S-5ECTIONAL DIMEN5ION SHALL NOT EXCEED 2-1/4 INCHES. EDGE5 SHALL BE ROUNDED TO A MIN, RADIU5 OF I/STH INCH El I I I I I I I I AILIN [DETAIL m � 0 1 2"X2" WD. BALUSTERS e 4" o.c. I LINE OF STAIRS BEYOND 5 A6 42" HGT. GUARDRAIL r4 ,-ram , L I, I, I I I I I I I I I I 11 A6 I I 3 11 II ,I \,I 11 ,, 11 II II II II II II (BEYOND) II II 11 IT\ �\ II I, II II II II II II II 1 I I II II II II II II I I `I\ Ij Ij II II ll II II II I I TOP OF 2ND FF. �J i LI_-1 I j \ \'L1 11 1LJ1_LI_JL U _ I _ I ELEV, +11'-9 1/2" 11 I , T 1 I `�1 u u u u u u r rt \ d G d\\ \\u u u u u u I I « — — :Y ` \----------------�---- ------------------- `\ II 34" TO 38" HGT. \ II HANDRAIL , uJ m 0 A( PROVIDE 1 AI'o M ID AND 0TTOM OF EACH, RUN IN CONCEALED SPACES TOP OF 1ST FLOOR GONG. SLAB ELEV. +-V-0" 4 I1=1=II��II1=1I1=1I1=1 � � =:1I1= 1111111=1_==== IIIIII A6 ;I 11=1 I I-1 11=1 I I-1 I I-1 11=1 —III—I I-111=1 I III —III—I (-,4-�5TAI� 5 CTION A�(o SCALE 1/211 = 11_011 �t r- 3/4" PLYWOOD LANDING 2 X 8 WOOD JOIST LANDING, REFER TO STAIR MANUFACTURERS SHOP DRAWINGS FOR SPACING AND CONNECTIONS LANDING SECURED TO 4X4 POST - SEE STAIR SHOP DRAWINGS FOR CONNECTIONS V GYPSUM BOARD UNDERNEATH RUN OF STAIR. FAIR NOTE5: - EXTEND HANDRAIL 12" TOP - EXTEND BOTTOM HANDRAIL TO FIN15H FLOOR A5 PER N5PA 5-2,2.4.5 (DXE) - PROVIDE 42" HIGH GUARDRAIL AT ALL OPEN SIDES, - PROVIDE (3) STRINGERS, ONE AT EACH 51DE AND ONE AT MID SPAN. - PROVIDE FIRE5TOPPING IN CONCEALED 5PACE5 B/W 5TAIR 5TRINGER5 AT LEA5T ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP AND BOTTOM AND BETWEEN 5TUD5 ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS RUN. FBC - SIGN AND SEAL CALCULATION5 AND SHOP DRAWINGS FOR RAILING TO BE PROVIDED BY MANUFACTURER: U RAILING SHOULD 5U5TAIN A 50 plf HORIZONTAL LOAD APPLIED IN ANY DIRECTION AT THE TOP OF RAILING, 2) HANDRAIL 5HOULD RE515T A LOAD OF NOT LESS THAN 200 Ib APPLIED IN ANY DIRECTION AND AT ANY POINT ON THE RAIL. 3'-6" LANDING 1'- 1" 10 TREADS 0 10" zn Q 44 WOOD POST. (TYPJ 44 W OD POST (TYP) 34" TO 38" HGT. HANDRAIL 44 WOOD POST (TYP.) 34" HA TO 38" DRAIL HGT. I m —I— — J— — Or D JUN 3 34" HANDRAIL TO 38" HGT. A6 LANDING eTA I F FLAN 42" HGT. GUARDRAIL 6'-9" 9 TREADS -a 10' 7 I A6 A6 - 42" HGT, LOU) WALL TOP OF 2ND FF. ELEV. +11'-9 1/2" s L 0 Y Q) E U 0 Q Q) 0 rjL .J i� r � -��■�� �� r a .ram 47 Document Information Project ": 5512 - LOT 41 Date: 03-25-2014 Drawn: 5M Checked: SRW Sheet # 46 of A& Sheets 5GALE . 1" = 11-0" 5CALE . I'' _ 11-011 5CALE : 1/2'' = I'-011 (U LAYER OF GYP. ADHERED TO PLY (COORDINATE THIC WITH ADJACENT CE ATTIC ACC SCALE: 3/4" = 1' SHOWER DOOR OR TEMP. GL. SHOWER ENCLOSURE REFER TO FLOOR PLANS - RECESS SLAB 4" FOR SHOWER ENCLOSURE - CERAMIC TILE TOP OF `GONG. SLAB ELEv. 0'-0" 8" X 11" THICKENEND FTG, W/ 1 05 CONT.— (MIN.) 6" X 6" 10/10 W.W.M. DOUBLE MESH - 2-6" LONG INTO THE SLAB VAPOR BARRIER ESS DETAIL —0" I KU55 t3T O I H>=R5 iLA55 INSULATION ZEE) TO 5/8" )OD. SHEATHING. :AVNG AT SIDE w ,JD SHT. BOARD 4" CERAMIC TIL EXISTING EXTERIOR CBS WALL 40 MILLS SARLOY VIMYL WATER PROOFING, EXTEND VINYL 10" UP MANSORY WALL MORTAR SLOPLt TO 5�_Of F_ TO DRAIN DRAIN • . r ♦ • .♦ ♦ i ♦ Lu 111 V 1 � ;, c. ♦ ,.. . d ,' N f 1� N EE FOUNDATIO FOR SIZE AND REINFORCING DRAIN NOTES -SHOWER / BATHTUB COMPARTMENT SHALL HAVE FLOOR AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT, NONABSORBENT AND WATER-RESISTANT MATERIALS (GRElN GYPSUM WALL BOARD NOT ACCEPTABLE) TO A HEIGHT OF NOT LESS THAN 12 INCHES ABOVE THE COMPARTMENT FLOOR AT THE DRAIN, AS PER FBC, 2010 RECESS SHOWER DETAIL D1 SCALE: 3/4" — 1,_0, "11N. 4" WIDE X 8" DEEP CONCRETE 'URB SET 1/4" (1 MM) BELOW TOP OF 'AVERS AND CONTROL JOINTS A 15' 5 M) O.C. :ONCRETE PAVERS 2 3/6" (60 MM) IIN. THICKNESS !" (300 MM) WIDE GEOTEXTILE ALONG PERIMETER TURN UP AT CURB DO NOT COVER TOP OF BASE) TO 1 1/2" (25-40 MM) BEDDING AND :OMPACTED AGGREGATE BASE 6" 150 MM) MIN. DEPTH c.vrir�c. i tv 5�i!_ 5urxxwa�t NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. THICKNESS OF AGGREGATE BASE WILL VARY WITH TYPE OF SOIL SUBGRADE AND CLIMATE. COLDER CLIMATES MAY REQUIRE THICKER BASES. 4. CONSULT IGPI TECH SPEG 2 AND CSI MANU SPEC FOR GUIDELINES ON SPECIFICATIONS FOR BASE MATERIALS, SUBGRADE, SOIL AND BASE COMPACTION. 5. PLASTIC, STEEL, ALUMINUM OR PRECAST CONCRETE, EDGING MAY BE USED. CONSULT ICPI TECH SPEC 3 FOR APPLICATION GUIDELINES. 5 TYP. PAVER ON COMP. AGREGATE BASE DET. D1 SCALE: 3/4" = V-0" TILE SET OVER ADHESIVE SKIM - - CEMENT SOAK OR APPROVED BACKING BOAF PAPER -BOUND FLEXIBLE SEAL SHOWER RECEF NOTES 354" MTL STUD OR 2 "X4" WOOD STUD 1/4" GAP 40 MILLS SARLOY VINIL FLOOR SYSTEMS SEE DRAWINGS -SHOWER / BATHTUB COMPARTMENT SHALL HAVE FLOOR AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT, NONABSORBENT AND WATER-RESISTANT MATERIALS (GREEN GYPSUM WALL BOARD NOT ACCEPTABLE) TO A HEIGHT OF NOT LESS THAN 12 INCHES ABOVE THE COMPARTMENT FLOOR AT THE DRAIN, AS PER FBC. 2010 ESHOWER DETAIL SCALE: 3/4" = 1'-0" 35/& T 010 Df EACH 11/2" DF SIDE MOIST BOND LAUNC WALL BATHE As" E (25 G, SLAB NAILS DP CHANNEL WITH :YWALL SCREWS 6 I�i" DRYWALL CLG „ TRUSS OR 24 O.C. LINE (REFER TO FLOOR PLAN ) SCREWS -w a" O.C. TO VERTICAL EDGES, TOP AND BOTTOM, RUNNERS 9 12" O.C. :YWALL ON EACH 7 PARTITION USE .IRE RESISTANT TYP. 90 DEGREE - AT KITCHEN AND COWER BEAD >RY AND CEMENT BOARD AT :OOM As" MTL. STUDS ID 24" O.C. OTTOM CHANNEL `~.) SECURED TO WITH m % STUD 16" O.G. MAX. — WOOD BASE FIN, FLOOR 4 7.d d C 'd C Q C' d 4 1 a.a d. C• d G d C .d 4•d 4 SECTION VIEW 6 METAL STUD PARTITION DETAIL - SCALE: 3/4" = 1'-0" d d d'd SECTION VIEW SECTION VIEW NOTES PROVIDE BACKINGS FOR WALL CABINETS AGAINST MTL. PARTITIONS AS FOLLOWS: 1- A MINIMUM OF 2" X 411 HORIZONTAL WOOD MEMBER SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG AND BASE CABINET AS SHOWN, SECURELY FASTENEC) TO NOT LE55 THAN 2 STUDS 2- PROVIDE DOUBLE; MTL. STUDS OR SINGLE 20 GA. MTL. STUDS 9.16" O.C. KITCHEN WALL CABINETS 4 ANY OTHER LOCATION WHERE THERE ARE HUNG CABINETS. n WOOD BACKING DETAIL D1 SCALE: 3/4" = V-0" PROVIDE R-113 INSULATION ABOVE GARAGE AREA UNDER A/C LIVING SPACE. . . . . . . . . . . . . 3N." TOP CHANNEL WITH 010 DRYWALL SCREWS Q EACH TRUSS OR 24" O.G. 1/2" DRYWALL ON EACH SIDE OF PARTITION USE R-II BATT INSULATION DETWEEN STUDS G_AR *E 11/2" DRYWALL CLG LINE (REFER TO FLOOR PLAN ) SCREWS a 6" O.G. TO VERTICAL EDGES, TOP AND BOTTOM, RUNNERS 0 12" O.C. 3" MTL. STUDS a 24" O.G. TYR SO DEGREE CORNER BEAD HOUSE 35�a" BOTTOM CHANNEL (25 GA.) SECURED TO SLAB WITH m Na STUD NAILS 16" O.C. MAX. WOOD BASE FIN, FLOOR ij STEP DOWN a GARAGE Q a' d d' SLAB REFER TO STRUCT, a a • DWGS. w •a a • d ' '. v .. UJ d 4 . •a c d A SECTION VIEW TYPICAL INSULATION AT GARAGE - SCALE: 3/4" = V-0" 0 N 0 Q a� Q rn � m m U w FL U ;4 L, �•i U N Ln 0occo ¢ +; m m ' co � � � W w � O " cq O Document Information Project #: 5512 - LOT 47 Date: 03-25-2014 Drawn: SM Checked: SRW Sheet # D of P,Sheets NOTE: • W = 1/2 OPENING DIM. NOTE: ADD 2�� WHEN • INSTALL OVER STONE OR • OVER STONE OR STUCCO FINISH INSTALLED ON STONE STUCCO FINISH WALL. • FIN. TO HAVE 1 RAISED STUCCO WALL. • FIN. TO HAVE- TRADITIONAL LOOK & 811 2, TRADITIONAL LOOK & � BANDING � SMOOTH / HEFINISHMATERIAL IS ACCEPTED NOTE: • INSTALL OVER STONE OR' STUCCO g^ SMOOTH FINISH APPLIED FINISH WALL. 6„ • FOAM/ EPS MATERIAL IS ACCEPTED zo FOAM W/ STUCCO EQ. EQ. EQ. 10° FINISH 22, (0 C0 2" � Mlv w CC Q r T coih 10" VARIES 2d FRONT PERSPECTIVE SIDE d �- 1 r T FOAM, SIMULATED PIPE VENT 6" DIAMETER. TOP OF w +1" RAISED STUCCO BANDING 2 ,- `O PIPE TO MEASURE 6" AND SLOPE DOWN 220. THIS i DRAWING INDICATES THE SIZE AND SHAPE OF THE _ +2" RAISED 1-1/2 THICK VENT. REFER TO THE EXTERIOR ELEVATIONS FOR 1'-3°L 6" L STUCCO BANDING PROFILE ELEVATION LOCATION AND QUANTITY. LOCATION •�W - ELEVATION PROFILE D-1 D-2 D-3 D-4 D-5_. NOTE: NOTE: NOTE: NOTE: NOTE: . INSTALL OVER STONE OR STUCCO •INSTALL OVER STONE OR STUCCO *INSTALL OVER STONE OR STUCCO •INSTALL OVER STONE OR STUCCO •INSTALL OVER STONE OR STUCCO FINISH FINISH WALL. FINISH WALL. FINISH WALL. FINISH WALL. WALL. • FIN. TO HAVE TRADITIONAL LOOK & • FIN. TO HAVE TRADITIONAL LOOK & • FIN. TO HAVE TRADITIONAL LOOK & •FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 2" SMOOTH FINISH ���5 .lP SMOOTH FINISH SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED • FOAM/ EPS MATERIAL IS ACCEPTED • FOAM/ EPS MATERIAL IS ACCEPTED 22" o FOAM/ EPS MATERIAL IS ACCEPTED D-77 D-70 2" / 12 1 T Rr r VARIES 2" D-70 211 i� co TbN (D r M w Cn w ) co,- 2,1 b Q _ T T T r / - 1/2" SLOPE +1" RAISED STUCCO BANDING - Tim M r 31" 31" SECT ON 4 4„ 711 311 3" 7" 4 4 „ ADD 2 WHEN STUCCO BANDING INSTALLED IN STONE VARIES V-24' 6„ V-21 ELEVATION PROFILE E-LEVATION PROFILE 6,1 - NOTE: i ELEVATIONS ,ADD 2" TO THICKNESS WHEN INSTALLED IN STONE VENEER D-7— D-8 yD—nE�.EVATION PROFILED-1 0D6 — . NOTE: NOTE: • INSTALL OVER STONE OR STUCCO NOTE: • INSTALL OVER STONE OR STUCCO NOTE • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH NOTE: • INSTALL OVER STONE OR STUCCO *INSTALL OVER STONE OR STUCCO FINISH WALL FINISH WALL. •FIN. TO HAVE TRADITIONAL LOOK & FINISH WALL. • CONC. COL. W/ BASE AND CAPITAL, SPRAY FINISH. FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH •FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH SMOOTH FINISH SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED • FOAM/ EPS MATERIAL IS ACCEPTED • FOAM/ EPS MATERIAL IS ACCEPTED • FOAM/ EPS MATERIAL IS ACCEPTED (+1) o l 1 Rr:rr„ - 2 THICK FOAM 3" + FOAM BANDING 3" APPLIED TO CMU w/ SLOPE CV M M HIGH DENSITY FOAM 3'-0" 8" 3'-0" w 1 4 41, 1 „ cn > ;- 0o 6'-8,1 w 6" (+1) D-70 (+1) OPT. 1" RAISED SECTION FOAM D-48 D-48 BANDING SEE ELEV. D-1 1 D-1 2 D-13 D-1 4 NOTE: • INSTALL OVER STONE OR STUCCO NOTE • INSTALL OVER STONE OR STUCCO FINISH NOTE: 3 NOTE: FINISH WALL. WALL. • W = 1/2 OPENING DIM. N „ W = 1/2 OPENING DIM. - • FIN. TO HAVE TRADITIONAL LOOK & • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH • INSTALL OVER STONE OR • INSTALL OVER STONE OR SMOOTH FINISH FINISH STUCCO FINISH WALL STUCCO FINISH WALL. • FOAM EPS MATERIAL IS ACCEPTED / . FOAM/ EPS MATERIAL IS ACCEPTED • FIN. TO HAVE • FIN. TO HAVE T-iN 3" TRADITIONAL LOOK & TRADITIONAL LOOK & ,4 T SMOOTH FINISH (D SMOOTH FINISH 2 ' • FOAM/ EPS MATERIAL IS • FOAM/ EPS MATERIAL IS 2" 10" ACCEPTED EQ. EQ. Q. ACCEPTED EQ. EQ. EQ. VARIES TIN ih w w Q > w W > Q Q 00 TAN 00 1" DECO FOAM > > _ M r TiN HALF RND r- R COLUMN 7,7" r N $ .� 1-1/2" THICK 1-1/2" THICK 12" DIA. ;- VV COLUMN VARIES ELEVATION 1,1�1% 2" 711 111 `^' 2" 101, D-20 VARIES D-1 61 ELEVATION 6"PROFILE / D-17 D-1 8 D-1 9 D-1 5 0 U U O Q L1 ' m , co N A o o o i w � ° U w 0 o rn � m V co *k � rn � w o Ln as v O w r~ O Document Information Project #: 5512 - LOT 47 Date: 03-25-2014 Drawn: SM Checked: SRW I Sheet # p 2 of Pg Sheets N OTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED THICKNESS ih VARIES LO T "2' M V a LL CL 9 0 Q 71 d- 0 N Ln N M m 0 r\ J U N ri Ln Ln m i n d- O J v N U) 0_ a E nL- a)LO 0 in Ln v U ro CL L ru c i iJ v 'o a a E U L >0 NOTE: •INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED Ann ^If un Ir"AI D-25 D-21 NOTE: *INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 1" RAISED D-70 - 6„ 04 1„ —1" RAISED FOAM BANDING 2" RAISED FOAM BANDING W/ SLOPE ELEVATION SECTION ID-22 NOTE: •INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 4" x 1 /8" HARDIE SIDING OR BEVELE1 LAP STUCCO SIDIN, OVER LATH D-26 E—ENG TRUSS EATHING/WRAP a] 4 NOTE: •INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FIN'" • FOAM/ EPS 1�= I1VV L VVI ILIY INSTALLED IN STONE 691167» �IIII��li 1111111 0000000 N U 'C3 W� C \V■ O H w ��o Q m N � m o �wU-) C w V In �] O L Ov w 9��®m�mo�aaaaaara�e®` IAEt4 R. ,3 • a E F,� Ar "'3"'O 1aAl- ffii$1111111 % MAR 2 5 Z014 Document Information Project #: 5512 - LOT 47 Date: 03-25-2014 Drawn: SM Checked: SRW Sheet 4 D of �� Sheets SERVICE: 120/240 I -PH 3W MAIN BUS: 300 AMP MOUNTING: ELECTRICAL FANEL 5 C H E D U L I I J� I I NEUTRAL: FULL POLES: 42 {� MAINS: 300A main breaker TYPE: A.I.C.: 10,000 WIRE SIZE POLE/BREAKER LOAD USE I CUIT CI CUIT USE LOADPOLE/BREAKER W_I�SIZ *8 2P/40A (4.0 KW) A/C SYS. CONDENSER *1 1 2 A.H.U. / HEAT STRIP *1 10.0 KW 2P/60A *6 (4.0 kw IV 100%) 3 4 (10.0 kw f 100%) *8 2P/40A (4.0 KW) A/C SYS. CONDENSER *1 5 6 A.N.U. / HEAT STRIP M 10.0 KW 2P/60A *6 (4.0 kw * 100%) 1 8 (10.0 kw m 10050 *6 2P/50A 12.0 KW COOKTOP 9 10 DOUBLE OVEN 8.0 KW 21*/50A *6 it 12 *12 2P/20A 1.1 KW DISHWASHER/DISPOSAL 13 14 WATER HEATER 4.5 KW 2P/25A 010 15 16 *12 2P/20A 12 KW MICROWAVE 11 IS DRYER 5.0 KW 2P/30A 010 *12 2P/20A 12 KW REFRIGERATOR 19 20 *12 2P/20A IS KW GARAGE DR OPENER 03 EA.) 21 22 WASHER IB KW IP/20A *12 *14 IP/20A I BATH GFI'S 23 24 SMALL APPLIANCES 1.5 KW IP/20A *12 *14 IP/15A 1 FOYER/EXT LIGHTS 25 26 SMALL APPLIANCES 1.5 KW I10/20A *12 *14 IP/15A I GARAGE I/LIVING ROOM 21 28 LIVING/DINING/FAMILY I IP/15A *14 *14 IP/15A I CAS. DINING/KITCHEN/LANAI 29 30 GARAGE 2/LAUNCH/LAUNDRY/5ED 5 I IP/15A 14 *14 IP/15A I BED 5/ BATH 4 31 32 LOFT I IP/15A *14 *14 IP/15A I BED 2 33 34 BED 3/15ATH 2 I IP/15A *14 *14 IP/15A I BED 3/5ATH 3/HALL/5D 35 36 BED 4/WIC I IP/15A *14 *14 I10/15A I M. BATH/M. BED 31 38 M. BED/BONUS ROOM I IP/15A *14 *14 IP/6A I BONUS ROOM 39 40 POOL SUB -PANEL 6.5 KW 2P/30A 010 41 42 11.9 KW 483 KW O GENERAL LIGHTING CALL. FOR 4404 SF, x 3 WATTS/SQ. FT. = 131 KW (68) HI -HATS Q 0.01 kw = 2.1 KW (10) CLG. FANS 0.15 kw = 1.5 KW (5) EXH. FANS 9 0.08 kw = 0.4 KW TOTAL: 118 KW 13 CIRCUITS 144 TOTAL REC'S. 4 FANS = 1.411.8 KW 8 CIRCUITS REQ'D. 95 TOTAL LIGHT OUTLETS = 5 CIRCUITS REQ'D. TOTAL CIRCUITS REQUIRED 13 CIRCUITS REQ'D TOTAL CONNECTED LOAD- ll.e + 48.5 + 118 KW = 842 KW (PANEL "A") (A/C 9 100%) -20.0 KW TOTAL WITHOUT A/C LOAD: 64.2 KW ELECTRICAL PANEL CALCULATION (PER SECTION 22OA0 N.E.C.) A.H.U. / HEAT STRIP 9 100% 10.0 KW FIRST 10.0 KW 9 100% 20.0 KW REMAINDER 9 40% (542 x AO) = 21.1 KW TOTAL COMPUTED LOAD - 51.1 KW KW'S x 1000 w _ 215A AMPS PROVIDE 300 AMP SERVICE 240 VOLTS SERVICE: 120/240 I -PH 3W MOUNTING: FOOL 5UB-FAN L 5CI I IDUL II POLES: 8 j��II TYPE: WIRE SIZE POLE/BREAKER LOAD USE I CUIT CI GUL USE *10 2P/30A (5.5 KW) POOL PUMP 1 2 POOL LIGHT 3 4 5 (0 1 8 (5.5 KW) MAIN BUS: 30 AMP NEUTRAL: FULL MAINS: M.L.O. A.I.G.: 10,000 - LOAD POLE/BREAKER WIRE SIZE 1.0 KW) IP/20A *12 (1.0 KW) ELECTRICAL PANEL CALCULATION FOR POOL 5UB * IL llfll (PER SECTION 220-30 N.E.C.) TOTAL COMPUTED LOAD 6.5 KW KW'S x 1000 w 21.1 AMPS PROVIDE 30 AMP SERVICE 240 VOLTS I",4ULT CUfRFENT C,4LCUL,4TI0N6 100 <VA TR,4NS1=0fi`MER - 29'-01, MIN. ISCA = 40,630 (GIVEN BY FPtL) I� LINE TO LINE (L-L) FAULTS ON 2 x L x 1 2 x 29' x 40,630 fro, CENTER - TAPPED I = FL-L = TRANSFORMERS C x EL - L 11,409 x 240 10 LINE TO NEUTRAL (L-N) FAULTS ON 2 x L x I x 1.5 2 x 29' x 40,630 x 1.5 2.58 10, CENTER - TAPPED I = FL-N - TRANSFORMERS C x EL - N 11,409 x 120 ML-L = I = .53-1 I I + .861 M= I + f I ML-N = = .279 I + 2B6 ISCA (L TO U = .531 x 40,630 = 21,631 AMPS ISCA (L TO N) = .279 x 40030 x 1.5 = 1-1,015 AMPS 300 AMP IPH. 3W, 115/230V FLUSH MOUNTED NEI-1A I - O 300 AMP METER MAIN COMBO DISCONNECT 300A PANEL 11,411 IAII (3) 010 THHN-CU IN 3/4" CONDUIT 3014 POOL 6Ua- PANEL IP11 BY FLORIDA (3) *1 THWN-CU IN 1112" CONDUIT POWER t LIGHT (1) "6 GROUND ( TABLE 310-16 - NOTE *3 J 02 SOLID OR STRAND CU. GROUND TO COLD WATER PIPE, FOUNDATION STEEL 4 5/8" x 8'-0" GALVANIZED GROUND ROD ELECTRICAL L-E(:;END; $ SWITCH 0 CEILING MOUNTED FIXTURE $3 THREE-WAY SWITCH Q WALL MOUNTED FIXTURE $D DIMMER SWITCH ® RECESSED CEILING FIXTURE DUPLEX RECEPTACLE ~ -•� UNDERCOUNTER LIGHTS F1 EXHAUST FAN POLED DUPLEX RECEPTACLE ® SMOKE DETECTOR W/ SINGLE RECEPTACLE SD BATTERY BACKUP 230V OUTLET CS SMOKE DETECTOR W/ CARBON MONOXIDE COMBO SPECIAL RECEPTACLE DI DISCONNECT SWITCH 110V FLOOR OUTLET ELECTRIC PANEL COLD WATER FOUNDATION PIPE STEEL ELECTRICAL RISER DIAGRAM 1J PUSH-BUTTON PB Tv TELEVISION ANTENNA TELEPHONE JACK �T, U DOORBELL OT THERMOSTAT Q JUNCTION BOX .4 uiFLOODLIGHT 0 FLOURESCENT LIGHT B3 ELECTRIC METER WP WEATHER PROOF VP VAPOR PROOF GFI GROUND FAULTED INTERRUPTER OD PRE -WIRE O CEILING FAN/LIGHT O O N.T --------------------------------------------- O O I I CO I A31 �- ' LANAI O VP I I I . O OA29O I I /A29 i A29 5ATN 4 A28 ff A28 W r------------------------------------� i A Ig A31 I i A31 LOCATION EQOLEl A28 i I I A2Y e '/ A26 FAMILY ROOM �A29m \ I I A35 A30 A29 10,I A29IA29� A2 i 0 31 i \\ A31 IISID O O , A29 i I A26 ' I A35 I \ \ I� KITCHEN I I I � \ 1� •-'� j I j A30 , b A31 j A31 CASUAL A26 1 i A29 ' 1 A26 A28 DINING I GFI ° All MICRO BEDRCCaOM 5 / L----------� -------------------------\-A31 \ A29 I161 �A31 A28 \ I , , I A9,11 COOKTOP II I fi,�II A30 \ I I A29 A26 O LIGHT5 S AI CS A35 I I \ / A29 i A22 3 3 _ _ _ --------I \ A30 LAUNDRY I I 3 3 I I A30 I A30 A26 A24 GFI 430 j GFI� A2----------------� --C-FI AI9 I /'A28 A3 ---------------- / " A24 A24 = � A25i� � ; PANTRY •% >�;35 \� I ED ---------------------------------- A25 A30 I -.----- --------------- I I I A25 I PB GIA30 A14,16 I / I -------------------- -- I FOYER A24 i A28 A30� DINING ROOM / A25 2 CAR GARAGE I 1 L----------------------------------- J I ./ .--4 To COACH i A25 ----------------------------- A25 I/ •-- LIGHTS *2 I L-�---------------i A3300 c�---------�I ��%_ ----------- --------- . TO COACH I I LIVING I i /I. LIGHTS *1 \ PANEL "A" I ROOM ;./ /'/ \ GFI 0 G.D.O. A26 28 / A28 AZl ------------ �A25 / I i--------- I II A21 GFI COVERED III III _L______�1 ___ ENTRY_ All 2. 1 ------------------- -.-�- -�-- ----I------i i--- iiIIII -21- -- iiIIII \� IIIIII IIIIIi IiIII .�. �A A A21 I I I I I I TO COACHA21 LIGHTS M I I I I I I I I I I TO COACH I I I I I I A21 A21 LIGHTS *2 A25 A25 qA21l 1 CAR GARAGE 1\ I iI A21 o GFIGD.O, j \ A21 A21 ICH I L----------------- i..0/A25 f= I 5T FL COF, ELECTfRICAL f=L AN 3GALE- 1/4" = 1'-0" I 14 0 \_NEMAI 3R DISWC. SWITCH SIZED AS PER EQUIPMENT A 311 NAME PLATE AND TO COMPLY W/ NEC 110.16.26 V-0"CLEARANCE ❑POOL EQUIP. ELECT METER d DISC. 111111 1 0010000 0 N � m , CO o 4".w - � � ° w N o Ln v Ow �- C� MAR 2 5 2014 Document Information Project #: 5512 - LOT 47 Date: 03-25-2014 Drawn: SM Checked: SRW FSheet#R Sheets T T3 1p q, LECTfRICAL LEC;EN7,,): SWITCH THREE-WAY SWITCH DIMMER SWITCH DUPLEX RECEPTACLE POLED DUPLEX RECEPTACLE SINGLE RECEPTACLE 230V OUTLET SPECIAL RECEPTACLE IIOV FLOOR OUTLET 0 CEILING MOUNTED FIXTURE 9 WALL MOUNTED FIXTURE ® RECESSED CEILING FIXTURE I—-- -� UNDERCOUNTER LIGHTS Z EXHAUST FAN tD SMOKE DETECTOR W/ SD BATTERY BACKUP CS SMOKE DETECTOR W/ CARBON MONOXIDE COMBO DISCONNECT SWITCH �1 ELECTRIC PANEL FJ PUSH-BUTTON iD ELECTRIC METER PB Q TELEVISION ANTENNA WP WEATHER PROOF T TELEPHONE JACK VP VAPOR PROOF B DOORBELL GFI GROUND FAULTED INTERRUPTER Q THERMOSTAT Q JUNCTION BOX O O PRE -WIRE CEILING FAN/LIGHT i FLOODLIGHT O O O 0 FLOURESCENT LIGHT A CARBON MONOXIDE ALARM SHALL --------------------------i BE INSTALLED IN ACCORDANCE WITH F.A.C. RULE 913-3.0472 WITHIN TEN FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. t i t i L-------------------------------------------------------------- � L i t t i t ---------------------------------------------------- 5E CO D FLOOfR L CT I CAL f=I— AN SCA1,E. 1/4" = V-0" MAR 2 5 ZU14 Document Information Project #: 5512 - LOT 47 Date: 03-25-2014 Drawn: SM Checked: SRW Sheet # of �� Sheets , IVo�'i`il3 U1 11 (,1 SELECTION BASE ON COMPRESSOR DATA FAN MOTOR EFFICIENCY ELECTRICAL DATA DESIGNATION NON TONS MODEL NUMBER LRA RLA H.P. AMPS SEER COP VOLT PHASE MCA MOCP WT(LBS) DIMENSION (L X W X H) HP-1 3.5 25HCC542 109.0 21.1 1/5 1.2 15.5 NIA 230/1 27.6 40 245 29 X 35 X 35 HP-2 2.5 25HCC530 73.0 14.1 1/12 0.5 15.0 N/A 230/1 18.1 30 196 32 1/4 X 35 X 35 AIR HANDLING UNIT SCHEDULE SELECTION BASE ON FAN DATA FAN MOTOR CAPACITIES (MBH) STRIP HEATER (AUX) ELECTRICAL DATA DESIGNATION NON TONS MODEL NUMBER HEATER CFM SUPPLY CFM OA WG EXT SP IN H.P. AMPS COOLING TOTAL COOLING SENS. COOLING LAT. HEATING TOTAL HSPF AMPS HEATING K.W. STEPS VOLT PHASE HTR AMPS MCA MOCP WT. (LBS) DIMENSION(H X W X D) AHU-1 3.5 FX4DNF049 8KW 1400 ----- 0.3 3/4 6.0 42.0 31.5 10.5 42.0 8.6 32.0 7.8 1 230/1 32.0 48.0 50 1 185 53 1/2 X 24 314 X 22 3/4 AHU-2 2.5 FX4DNF037 5KW 1000 ----- 0.3 1/2 4.1 29.0 21.75 7.25 28.4 8.5 29.0 4.8 1 230/1 20.0 29.0 30 157 49 5l8 X 21 1/8 X 22 4"MIN. 4"MIN. AHU PROVIDE 4" M /UMCLEARACE ON ALL SIDES OF AHU CLOSET INT DIM TO BE 12" WIDER THAN AHU AS PER M1305.1.1 AC # 1 PLENUM: 23 "X 12" S/A SUCTION LINE: 7/8" COPPER W/3/4" CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 AC#2: PLENUM: 19"X12" S/A SUCTION LINE: 3/4" COPPER W/3/4" CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 BONUS ROOM 10'-0" CEILING T 10xIo-lw F 175 CFM 1OX10-1 W 100 CFM <- 8X8-1W 75 CFM DWN LOFT ioxio-iw, 10'-0" CLG 125 CFM 7"017 12"0 TO FIRST FLOOR 16X16 RA 2" 0 9'-4" CLG MASTER BEDROOM 10'-0" CEILING EF-1 BROAN #784 @ �80 CFM��o W/4 O V.T.O. ENER6YSTAFi y 16X16 RA o EF-1 MASTER 8X84W BATH 100 CFM 9'-4" CLG f 6X6-IW 7„ 0 : 15 CFM 4"0 �4"0 - -- Q DUCT WORK DESIGNED AS PER ACCA MANUAL D. 9'-4" CLG 12X12-1W 175 CFM 0110 10"0 250 CFM 12"0 " ) H I I OVE F OPENTOBOOM le 1OX10-1 W 125 CFM 7" o B A H 2 6X g CLG 10 Cl BEDROOM 2" 9'-4" CEILING 1OX10 -1 RA D �j + 6X6-1 --- A/H # 2 ON STAND \ 4" O/A G.C.G.W/MOTORIZ FILTE @ UNIT DAMPER A HT 1 41 16X 14-\ 4"0 0 I I -12"0 70 OX10-1W 1OX10 100 CFM RA 7"O "0 BEDROOM 3 9'--4" CEILING 0 u�11 W. 1. C. 6-lW 9'-4" CLG 2 25 CFM 3ATH 3 9'-4" CLG 6X6-lW ® 25 CFM ;F-1 00 y 1OX10-i W 125 CFM BEDROOM 4 1OX10 9'-4" CEILING RA 1. POWER AND CONTROL WIRING BY E.C. 2. EXHAUST FANS SUPPLIED AND INSTALLED BY E.A. 3. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA. 4. ALL REGISTERS MIN. 8" OFF WALL. 5. ALL CONDENSATE LINES TERMINATE MIN. 12" OFF WALL. 6. ALL CONDENSERS UNIT MIN. 12" CLEARANCE OFF EXT. WALL AND BETWEEN EACH OTHER. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED WITH 1/2" THICK ARMA FLEX 8. ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE 9. THERMOSTATS TO BE DIGITAL PROGRAMMABLr, 2ND F OOR VAC 9'-4" CLG 9'-4" CLG DINING ROOM 10'-0" CEILING 12"0 FROM AHU #1 10'-0" CLG 0 y loxlo-lw 200 CFM 10'-0" CLG 9'-8" CLG 1 CAR GARAGE 10'-0" CEILING 2" SLOPE , 101 12X8-SW 150 CFM F- le 1o110-iW 150 CFM 9'-4" CLG 9'-8" CLG 10'-0" CLG 10'-0" CLG C/U TIE DOWN TO COMPLY WITH )1.1 APPROVED BN TIE DOWN CU ONE CLIP PEI 2-1/4" SCRE' 2-1/4 TAPG BMP CLIP 2X4 �� lolly' 4"SLAB PAD AT MIN GALV. CLIPS FLOOD LEVEL ELEVATION FLA PRODUCT APP.# FL1 4239 CU MOUNTING DETAIL N.T.S. LANAI 10'-0" CLG CEILING �- SUPPLY AIR DUCT STRUCTURE ----� WATER SENSOR SWITCH ATTACHED REF. AHU TO SECONDARY DRAIN OF AHU. LINES SENSOR SWITCH IS WIRED INTO SYSTEM CIRCUIT TO SHUT SYSTEM i]Rj�5 OFF IF ALERTED BY SENSOR, THAT WATER LEVELS ARE HIGH. ZXT COND. I�. - RETURN AIR _ ALUMINUM LINE TRAP METAL STAND T- SWITCAH WATER SENSOR DETAIL / \-4"0 1OX10-4W T 125 CFM F �7„ CASUAL KITCHEN ' DINING lo'-o" c.c BEDROOM10'-0' CEILING 1010 10'-0" CI=ILING IOXI0-4W T- 125 CFM 7 _ --- F o y 8X8-1W 36X18 18"0 TO 100 CF1G1 BELOW AHTJ # 1 _ 70 ---------- 12" 0 7"0 -t-T - 10 x10 L8 fd- 14" O TO -� 1 ST FLOOR \- 4„O e 6X6-I W _ ® 10 CFM I 50 4" CLG LAUNDRY 1 o'-o" cl,G 8X8-1 W �n rpm t 6X6-1 W ® PANTRY LA " C 50CFM „� 10'-0" CLG 10 -0 C 6X6-1 W ' 25 CFM FOYER 10'-0" CLG 110 I I w w O J N 2 CAR GARAGE N 10'-0" CEILING 9'-4" CLG -RED EN 10'-0" CLG FLEX DUCT LOCATION SHOWN IN PLAN IS SCHEMATIC AND TO BE ADJUSTED AT JOB SITE TO ACCOMMODATE FIELD CONDITIONS. " WALL CAP -DRYER W/ DRYER BOX & 4"0 V.T.O. Digitally signed by Dennis Duff DDN:^nnIs=cn=Dennis Duff, C oEngineered Air LLC, ou=License CAC045860, emai1=1enni,d1engineeredair Duff US Date:m,14.0 Date: 201403.25 08:54:42 04'00' THE DESIGN PLANS AND SPECIFICATIONS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND ARE THE SOLE PROPERTY OF ENGINEERED AIR, LLC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPIDSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF ENGINEERED AIR LLC. DRAWING IS DIAGRAMMATIC AND ACTUAL LAYOUT -- - CAN CHANGE DUE TO FIELD CONDITIONS. PLAN 1ASTORY PLAN STARTED 11,05.13 (D J J DRAWING INFO CONTRACTOR INFO: 2520 N. ANDREWS AVENUE POMPANO BEACH, .FLORIDA 33064 PHONE: (954) 974-7277 FAA. (954) 973-1883 STATE OF FLORIDA LICENSE # EAC045BGD STANDARD PACIFIC RIVERBEND LAUREL MODEL DRAWING SCALE: I.OT NUMBER: 1/4"=1'-0" 47 DRAWING COMPLETED BY: JOSE V. DRAWING CHECKED BY: CHRIS W. DRAWING NUMBER: PAGE DESIGNATION: 209295 M 1 OF 1 U a U 0 a 0 M d- .-i 0 N N M 3 a J U N U) Ln m / r\ �t- J V N Ln In / E CL a E aL a / N O 5- En Ln / U u m a _01- Ln / Id a� "o a` L Q E u L O 5TUDOR VENT EACH VALVE SHALL BE ACCESSIBLE FOR 0 CABINETS. CABINET 1+ I vc NC✓EAL. T�'R. LOCATION OF STUDOR VENT (AA.V.) 5TUDOR VENT SHALL COMPLY WITH SECTION 911 F.B.C.R tCM===ATll=M AAIn 3/4"- THIC PIPE TO I INTO PAN HEAT THE ENERGY HOT WATE SUPPLY I EMBLEM, RATING F STOP I" Fl WATER HE PAN (OMI GROUND 3/4110 (Mll PAN DRA PARALLE P4T RELILI . N.T.S ,IT -OFF LVE ml GAS NNECTOR5 AIN VALVE HOSE NNECTION RIOT WATER HEATER DETAIL N.T.5, SHALL BE "A.O. SMITH" OR APPROVED EQUAL WITH A 80 GALLONS STORAGE TANK, DUAL, WITH A 14 G.P.H. DRAW AND 81 G.P.H. RECOVERY AT 90 DE. TEMP RISE WITH AN ENERGY EFFICIENCY OF N/A MINIMUM, R VALUE 16 FLAMMABLE VAPOR IGNITION RESISTANT (FVIR) WATER HEATER A.O. SMITH FVIR DESIGN (ANSI Z21.10.1 - CSA 4.1) DEALS WITH THE ACCIDENTAL OR UNITENDED IGNITION OF FLAMMABLE VAPORS, SUCH AS TH05E EMITTED BY GASOLINE. FEATURES A SEALED COMBUSTION CHAMBER WITH AIR INTAKE FILTER AND A FLAME ARRESTOR BUILT INTO THE WATER HEATER BASE. IN ADDITION, A THERMAL CUTOFF (TCO) DEVICE, 15 DESIGNED TO SHUT OFF GAS FLOW TO THE BURNER AND PILOT IF POOR COMBUSTION 15 DETECTED. FIXTURE CONNECTION 5GHE� )ULE SYMBOL FIXTURE TYPEWASTE s SOIL C.W. H.W. DESCRIPTION WC WATER CLOSET 3" 1/2" — BT BATH TUB 1 1/2" 1/2" 1/2" W/ ANTI-5CALD VALVES WP WHIRLPOOL I1/2" 1/2" 1/2" BD BIDET 11/2" 1/2" 1/2" LAV LAVATORY 11/4" 1/2" 1/2" KS KITCHEN SINK 1 1/2" 1/2" 1/2" PROVIDE M.S.A. AS PER FBC (o 04.9 DW DISHWASHER I" hose — 1/2" Ulm WASHER MACHINE 3" 1/2" 1/2" AS PER BC 604.9 HB HOSE BIBS — 1/2" — FD FLOOR DRAIN 3" 1/2" — SH SHOWER 2" 1/2" 1/2" W/ ANTI-5CALD VALVES RF REFRIGERATOR — 1/2" — PROVIDE M.S.A. AS PER FBC 604.9 UR URINAL — 3/4" — Da DENOTES FULL -OPEN VALVES AAV= AIR ADMITTANCE VALVE - DENOTE 2" UNDER GROUND WATER FIFING; 51ZE Ol 1/2" CW - HW O2 1/2" CW 3O 3/4" CW - 1/2" HW O 3/4" CW - 3/4" HW O5 1/2" HW 0 3/4" CW 0 1" CW O I" CW - 3/4" HW NOTE5: 1, ANTI -SCALD VALVES FOR TUB/SHOWER REQUIRED 2, MINIMUM SIZE OF ALL PLUMBING DRAIN LINE BELOW FLOOR 2 INCH 3. HOT WATER HEATER TO BE 51ZE PER TABLE 46-N-8 4. ALL SANITARY LINES SHALL BE INSTALLED IN UNIFORM ALIGNMENT AT UNIFORM SLOPE AS FOLLOW (AS PER P30053 F.B.C. 2010 RES.): 2" d LE55 DRAIN 9 1/4" DROP 3" DRAIN a 1/8" DROP 4" DRAIN 6 1/8" DROP NOTE: WATER USE EFFICIENCY STANDARDS: ORDINANCE NO, 06-14/FBC-PLUMBING, CHAPTER (o, MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES, FIXTURE FITTINGS AND APPLIANCES SHALL COMPLY WITH MIAMI DADE COUNTY CODE SECTION 8-31, TABLES T-604.4 AND T-P2903.2a HOSE FIR5T FLOOR f=LUME31NG CLAN NOSE BIB r,-, __ —4 -I, SCALE: 1/4" = I'-0" ) 1" CONDENSATE VTR :OVIDE ALUMINUM CHASE )VER FOR WATER SUPPLY HOSE BIB AT GARAGE OSE BIB Z s 0 E U 0 C1 Q Document Information Project ": 5512 - LOT 41 Date: 03-25-2014 Drawn: 5M Checked: SRU Sheet 11 Fl of P2 Sheets A2 "VTR i 2� SAMTAFR.'r FRISEFR E>AG�A, 1 N.T.S. I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I L----------------------------------------� 5ECONE) FLCOFR FLU�15INr--:� FLAN SCALE: 1/4" -- V-011 T 0 2 E U 0 Q Q) Ll FDocumentInformation 512 - LOT 4l 3-25-2014 M RLU FF2 2 Sheets FOUNDATION LEGEND 16" WIDE x 16" DEEP POURED CONCRETE F) FOOTING W/ (2) #5's BOTTOM: 16" WIDE x 12" DEEP POURED CONCRETE F2 FOOTING W/ (2) 05'5 BOTTOM F3 6" WIDE x 5" DEEP THICKENED EDGE F4 24" WIDE x 12" DEEP POURED CONCRETE FOOTWG-Ul/ (3) � S CONTINUOU5- — 16" WIDE x 20"DEEP POURED CONCRETE F5 FOOTING W/ (2) #5'5 BOTTOM PI 40"x4Vxl2" Vr(3) #55EACF — WAY BOTTOM 30"60"4" W/ (3) 05'5 EACH P2 WAY BOTTOM 48"x46"xl2" W/ (4) #5'S EACH P3 WAY BOTTOM BOTTOM OF FOUNDATION TO BE 12" BELOW FINISHED GRADE (MIN.) TRANSFER 5AR5 NOT REQUIRED DUE TO RATIONAL ANALYSIS BLOCK WALL BEYOND GARAGE DOOR BRICK PAVERS - m PLAN�OR%I FOOTING SIZE \ i\\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ FOOTING DETAIL Q GARAGE DOOR OPENING SC -ALE: 3/4" = I'-O" -� 0'--0 FLOOR -------- — L\ ° CURB HEIGHT VARIES SEE FOUNDATION PLAN FOR FOOT ING E3 CURB DETAIL 'a GARAGE �I SGALE: 3/4" = I'-0 STONE VENEER 1 3" DIAM, SCH 00 STEEL PIPE ( < ICI III > ) FASTEN STEEL PLATE 1 112" RECESS TO RECEIVE CONCRETECONCRETE BLOCK < t0 SLAB W/ (4) POWERS 5/a"x4" > ' III WEDGE BOLT SGREW ANCHORS < 6" MIN CLEARANCE BETWEEN j > VENEER AND GRADE I I ' 1/4"x8"x8" STEEL PLATE (> FINISH FLOOR LINE e ) a SLAB > APPROX. GRADE I, a a > z a ° ) a L ---------------- < > T = L PIPE 5OL L ARD DETAIL I> �DTYPICAL SECTION AT 5TONE VENEER LOGAT I ON5 <) SCALE: 3/4" 1'-0" ( �I SCALE: 3/4" _ 1'-0" < 1 ) 8' 8 20'-2 13'-10" V_4d 8 10 I ¢ 1 3" 5'-5" 2'_4 31_6ll P2 — P3 �----- j F'1 F_ - —I) 1 I I I� I � _ I _ L'J L•J L — — — —J — I CONC, PAVERS L — F. FI L,4v WC 6 TUB � 411 L- _ -- - FI 1 • ----- - I jo�l� N I FI ¢ -0„I N --J L- F Fl I 4 FI 1 1/2" RECESS vS.G.D. AND m I f PERIMETER (TYP.) — v m I I L—EXTENT OF FOOTING EXTENT OF FOOTING I I I _ (1) #5 BAR VERT. W/ 10" HOOK a - \ TOP 4 TIED TO 04 DOWEL a FTG. n W/ 24" LAP SPLICE FILL CELL r Z W/ 3000 PSI COURSE GROUT — a� IL L:_J Ow LL iv JL. Jr r' i.w J rw.+ • I I ' F-I 1-1—IF FFT-T7__1 1 I I I r - PfROi=O,5ED FIN16H FLOOR TO — = I I I I r BE ABOVE >.S_L. I FI 1 m UJ I -1 -1- -1--LL J I I L J I --_ - - - I 7 � � -1-1 - _ I I I I r I I I I I I 1 s ------ • I Fz m REF I I I I 1 I I I I I I I � L1----J-1-i--LLL-1J III I I I _ 1 I j LL� F3 N -I_------ ' I FI -----_---_ • - ------- r FI 13'-4" I I I I 1II i � EXTENT OF FOOTING I I I s I S' -I L -- - - - - -- - I 1 ------ I w N N 1 I LF • i'-�° 9" �' gI' I (2) #5x4'-O" PLUS HOOK OI #5x4'-0" (2) PLUS HOOK I > 1--.-------------------- ----1 < = F3 ------- -L------------ -- ---- EXTENT OF — _ � I I I - _ - r N EXTENT OF CURB FOOTING CURB FOOTING' EXtENt OF CURB FOOTING • IN 1 SLOPE 2" MIN. IT I Sl I J r > ( I r_ ) EXTEND N) FOOTING UJ/ ) #5x4'-O" PLUS HOOK < F5 N_ L------------- ----- ) ' — - - EXTENT OF CURB FOOTING EXTENT OF - CURB FOOTING 4'-io" 3'-2" 4'-0" 3'_2" 4'-(" I'-5" 101_0" 23'-4" 52'-8" O � U U O (� U V 1 r4 O s®e U O� �^ H o 'd- Document Information Project #: 5512 - LOT 47 Date: 03-25-2014 Drawn: SIM Checked: SRW Sheet # of Itg ` Sheets ANCHORAGE SCHEDULE FASTENERS MAXIMUM ALLOWABLE AX. UPLIFT 7M- MODEL NO, LOADS TO WOOL) TO CONC 5IMP50NOR META 12 (2) STRAPS (5)10dx111/2" LATERAL LOAD B W/ T55 MOISTURE (U MOISTURE NAILS EACH EMBEDDED PARALLEL TO BM. = 340* (FU Z 0 1985* BARRIER BARRIER STRAP PERP, TO BM. = 125* (F2) Q C SIMPSON HETA (2) STRAPS (6)16d NAILS 2- MEMBERS MINIMUM LATERAL LOAD W/ TSS MOISTURE (2) MOISTURE EACH STRAP EMBEDDED PARALLEL TO BM. = 1225* (FU i 2500* BARRIER BARRIERS PERK TO BM. = 15200 (F2) w ivO SIMPSON (18)SIMPSON SI (2)1/2"x5" 2- MEMBERS MINIMUM (1) 1/4"xV SCREWS TITEN HD 5000* FGTR $CREWS (36)50� SD (4)1/2"6" 2- MEMBERS MINIMUM E 2 5IMP60N (2) 1/4"x3" SCREWS TITEN HD 9400* FGTR SCREWS NOTE: ALL MEMBERS TO BE ANCHORED TO CONCRETE BEAM W/ "B" ANCHOR UNLESS OTHERWISE NOTED ON FRAMING PLAN • FOR SINGLE "C" CONNECTORS ONLY, TO INCREASE A ONE -MEMBER TRUSS TO TWO -MEMBERS, NAIL A 12" LONG *2 5YP 2x8 BLOCK, CUT TO THE SHAPE OF THE TRUSS AT THE HEEL, TO THE TRUSS WITH (8) .13INV' NAILS • FOR SINGLE "E" CONNECTORS ONLY, TO INCREASE A ONE -MEMBER TRUSS TO TWO MEMBERS, USE A 24" LONG *2 SYP 2x(o BLOCK ON THE OPPOSITE FACE OF THE TRUSS, NAILED TO THE TRUSS WITH 06) .131" x 3" NAILS. • ON "E" 4 "E2" CONNECTORS, POUR ALL CELLS SOLID WITHIN 6" OF TITAN TD SCREWS Q O SIMPSON (1) a (9)10dx1I/2" TRUSS + LATERAL LOAD PARALLEL to TOP PL. = 5W (FU HIOA (S)10dx1i2 6 TOP FL. FEW. TO TOP PL. = 285 (F2) 1140* O SIMPSON LSTA (2) (1)10dxlli2 ® TRUSS (1)16dxP1/2 + TOP PL. EACH 2410* 18 STRAP 0 NOTE: • ALL MEMBERS TO BE ANCHORED TO TOP PLATE AT EXTERIOR FRAME WALLS W/ "F" STRAP UNLESS OTHERW15E NOTED ON FRAMING PLAN (6) SIMPSON (6) 3/8"x4" TIT]N O1 I SIMPSON LGJM26-2 (l) I/2" ND SCREWS GRAVITY LOAD = 8250 2435* 5DR5EI/4Sx2 (8) SIMPSON 5D (6) 3/8"x4" TITEN O SIMPSON LGUM210-2 (1) iAN2 1/2" HD SCREWS GRAVITY LOAD = 9515" 3515* 5CREIW 0 (F) SIMPSON lU (6)10d NAILS (8) I/4"x2 3/4" TITEN HE) LOAD - 24000 1085* 6_2 SCREWSGRAVITY (14) 1/4"4 3/4" O SIMPSON (1) (10)10d NAILS TITEN Hp GRAVITY LOAD = 4350" 1610* HU/HUC210-2 SCREWS NAILS (6) 16d O(14)10d M SIMPSON(U INTO LEDGER SLANT NAILS GRAVITY LOAD = 33350 155ID* INTO TRUSS NAILS (6) 10d O((P)10d N S5M2P550N (U INTO LEDGER SLANT NAILS GRAVITY LOAD = 11450 1090* INTO TRUSS NOTE: • TO INCREASE A (U MEMBER TO A (2) MEMBER, USE A 2"xb" VERTICAL NAILED TO THE TRUSS END VERTICAL w/ (12)10d NAILS • USE "N" CONNECTION FOR ALL ROOF TRUSS TO LEDGER CONNECTIONS UND GENERAL ANCHOR SCHEDULE NOTES: ALL PRODUCTS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. • STRAPS LENGTHS GALLED OUT ABOVE ARE MINIMAL. • UPLIFT 4 LATERAL LOADS AT TRUSS TO WALL CONNECTIONS ARE TAKEN INTO ACCOUNT IN THE ANCHORAGE SCHEDULE ABOVE. • THE UPLIFTS FOR INDIVIDUAL TRUSSES ARE LESS THAN THE VALUES LISTED ABOVE FOR THE CONNECTOR USED TO SECURE THE TRUSS. • ALL ANCHORS 4 RELATIVE NAILS SHALL BE GALVANIZED AS PER PBC 2321.6 SAFE LOAD TA5LE FOR S'I x SII HIGH - STRENGTH i�RE-C4ST 4 PRESTRESSED U LINTELS LENGTH SAFE LOAD - POUNDS PER LINEAR FOOT UNFILLED FILLED2 2'- 10" ( 34") Precast 2,302 Lbs' 6,039 Lbs. 3'- 6" ( 42") Precast 2,302 Lbs. 6039 Lbs. 4'- 0" ( 48") Precast 2,029 Lbe. 6,03E Lbs, 4'- 6" ( 54") Precast Ib51 Lbs. 6,039 Lbs. 5'- 4" ( 64") Precast 1,154 Lbs. 5,051 Lbs. 5'-10" l 10") Precast 912 Lbs. 4,144 Lbs. W- (o l 18") Precast e31 Lbs. 3,39(6 Lbs. 1'- 6" C 90") Precast lrol Lbs. 200 Lbs. 9'- 4" (112") Precast 513 Lbs. I818 Lbs. 10'- 6" (126") Precast 456 Live. 1,514 Lbe, W- 4" (136") Precast 445 Lbs. 1,365 Lbs. 12'- 0" (144") Precast 414 Lbs. 1,254 Lbs. 13'- 4" 060") Precast 362 Lbs. 1,016 Lbe. 14'- 0" (166") Precast 338 Lbe. 1003 Lbe, 14'- 8" (116") Prestressed N.R 1310 Lbs. 15'- 4" (184") Prestressed N.R 1250 Lbs. 11'- 4" (208") Prestressed N.R. 950 Lbs. IV- 4" (232") Prestressed N.R 150 Lbs. 21'- 4" (256") Prestressed N.R 610 Lbs. 22'- 0" (264") Prestressed N.R 510 Lbs. 24'- 0" (258") Prestressed N.R 410 Lbs. - Tests conducted bb y an Independent Testing Laoratory. 2 - Acting as a composite beam with an 8" perimeter beam - one "5 bar in the lintel, one 05 bar in the beam. FASTENER SCHEDULE CONTINUOUS HEADER 12d GUN NAILS- DUO-FAST/HITACHI 3 144"x.128" 6 12" O.G. ALONG EACH EDGE. BUILT-UP CORNER STUDS, FACE NAIL 12d GUN NAILS- DUO-FAST/HITACHI 3 1/4"x.128" e 12" O.C. EXTERIOR WALL SHEATHING Sd COMMON OR POWER DRIVEN NAILS 031 x 2112" LONG W/ .261" DIA. FULL ROUND HEAD) FASTENED 9 6" O.C. IN FIELD 4 EDGES 4 4" O.G. g CORNER STUDS METAL LATH TO VERTICAL WOOD FRAMING GALVANIZED EXPANDED METAL WEIGHING NO LESS THAN 1.8 LBS. PER SQ. YARD FASTENED W/ GALVANIZED NAILS, W/ HEADS NOT LESS THAN 3/5" IN DIAMETER, DRIVEN t0 A PENETRATION OF AT LEAST 3/4" AND USING A MIN. OF (2) NAILS PER SQUARE FOOT, OR BY APPROVED STAPLES HAVING EQUAL RESISTANCE: TO WITHDRAWAL, TRUSS TO TRUSS CONNECTIONS SEE TRUSS ENGINEERING PACKAGE FOR MANUFACTURER'S REQUIREMENTS. THIS IS THE RESPONSIBILITY OF THE ,SPECIALTY ENGINEER FOR THE TRUSS COMPANY. WOOD STUDS TO BLOCK WALLS TAPCONS Ii4"x3" LONG s 16" O.C. W/ MINIMUM 11/4" EMBEDMENT INTO MASONRY - USE ONLY PRESSURE TREATED LUMBER P.T. BOTTOM PLATES TO TOP OF TIE BEAMS 1/2"x1" LONG EXPANSION BOLTS A 32" O.C. W/ 3"x3"xl/4" WASHERS 4 20 ga. GALV. STL. PLATE ANCHORS a EA. STUD FASTENED W/ (3) Sd NAILS EA. SIDE. ( 2x6 4 2x8 WALLS ONLY ) (ALTERNATE) - HILTI DRIVE PINS .145"x3" LONG (OR EQUAL) e 8" O.G. 4 USP "TA" STRAPS W/ (4) 16d NAILS EA. STUD (SUPPORTED TRUSSES MUST BE LESS THAN 30'-0" LONG) P.T. BOTTOM PLATES TO TOP OF BOND BEAMS 1/2"x1" LONG "J" BOLTS e 24" O.G. W/ STANDARD WASHERS LEDGER SCHEDULE FOR OPEN495 WOOD FLOOR TRUSS SYSTEM AA(1)P.T. Vx6" S.Y.P. WOOD LEDGER W/ I/VxV EXPANSION A BOLTS 0 24" O.G. - GLUE 4 NAIL PLYWD. FLOORING TO LEDGER (W/ 8d NAILS m 4" O.C.) (2) P.T. 2"xb" S.Y.P. WOOD LEDGER W/ 3/4"x10" EXPANSION B BOLTS 6 16" O.G. - SCREW TRUSSES TO 2x6 P.T. LEDGER W/ (3) 114"x6" TAPGON CONCRETE SCREWS (WOOD 70 WOOD CONNECTION). 7APCON TO BE SCREWED THRU FLOOR SHEATHING, TOP CHORD OF TRUSS INTO LEDGER W/ P/4" MINIMUM EMBEDMENT PRE -DRILL HOLES FOR TAPCONS W/ 1/6" DRILL. (1) P.T. 2"x4" WOOD LEDGER ATTACHED TO BLOCK WALL AT C ROOF ELEVATION W/ 1/4" x 2 3/4" TAPCON5 a 24" O.C. (2) P.T. 2"x6" S.Y.P. WOOD LEDGER W/ 3/4"xl0" EXPANSION D BOLTS is 24" O.C. (I) P.T. 2"x4" WOOD LEDGER ATTACHED TO BLOCK WALL AT ROOF ELEVATION W/ 1/4" x 2 3/4" TAPCONS m 24" O.C. - USE (2) BOLTS e HIP TRUSSES (2) P.T. 2"x6" S.Y.P. WOOD LEDGER W/ 1/2"xlO" EXPANSION BOLTS 9 24" O.C. (1) P.T. 2"x4" WOOD LEDGER ATTACHED TO BLOCK WALL AT ROOF ELEVATION W/ 1/4" x 2 3/4" m TAPCONS 24" O.C. - USE (2) BOLTS 6 HIP TRUSSES NOTE: LARGER BOLTS MAY' BE SUBSTITUTED FOR BOLTS CALLED OUT IN LEDGER SCHEDULE. BEAM ID10'-0" RAKED BEAM 5EAM SCHEDULE Cf C=3000psi F*=1000psi F= =rom KSI) MK SIZE BOTT. STEEL MID. STEEL TOP STEEL REMARKS L i 8"x8" L2 8"x8" (1) *5 - - POURED SOLID V BOND BEAM ABOVE (16" MIN) L3 S"x8" (1) *5 _ - POURED SOLID L3A 8"x8" SEE 1-3A" DTL. BELOW POURED SOLID RBl 8"x8" - (2) *5 - RAKE BEAM BBl 8"x8" - - (U *5 CONT. BOND BEAM BBIA 8"x8" SEE "55-1A" DTL. BELOW POURED SOLID W/ BOND BEAM ABOVE (24" MIN) 552 Vxl6" - - (1) *5 CONT. BOND BEAM W/ 1 *5 AT TOP C51 Wx19" (2) *6 - (2) *5 *3 STIRRUPS AT 8" O.G. TOP AT W-8" C52 Wx21" (2) *1 - ( 2 ) *(o 03 STIRRUPS AT 12" O.C. W/ 11"Xll" HOLE 6" FROM BOT. TOP AT W-6" C53 S"x36" (2) *6 (2) *4 (2) *5 *3 STIRRUPS AT 16" O.G. C54 S"xl6/31" (2) *6 (2) *5 (2) *5 (1) *3 STIRRUPS A7 6" O.C. BALANCE 6 12" O.C. 50T AT 9'-1" C55 8"XIS" (2) *6 - (2) *5 (1) *3 STIRRUPS AT 6" O.G. EACH END. TOP AT 11'-8" C56 8"x16" (2) *5 - (2) *5 *3 STIRRUPS AT 12" O.C. NOTE: SEE TYPICAL STEP DOWN BEAM DETAIL FOR REQUIRED BEAM OVERLAPS NOTE; Minimum bearing of lintel shall be 4" each side for spans less than 10 L.P. 4 8" bearing for spans greater than 10 LP. Mortar shall be Type M or S (2) *5 Use 155-1 at top of all walls unless otherwise noted. BLOCK AS Use 55-2 at ledger A and B locations unless otherwise noted. REQUIRED 05's ARE DESIGNED TO BE -SEE PLAN =PLACED IN CONTACT W/ THE -- 05's ARE DESIGNED TO BE INSIDE OF THE INTERIOR 4 (2) S ^ PLACED IN CONTACT W/ THE EXTERIOR FACES OF BOND MIDPOINT INSIDE OF THE INTERIOR 4 BEAM AS SHOWN EXTERIOR FACES OF LINTEL L-3 DTL. AS SHOWN SOAA DTL. ROOF TRUSS TIE BEAM/ BOND BEAM — SIMPSON HTSM 16 STRAP W/ (4) 1/4" x 2 1/4" TITEN SGREUIB TO CMU (OR (4) 1/4" x 1 3/4" TITEN SCREWS TO CONCRETE) NAIL TO TRIJSS W/ (a) 106 x 1 1/2" NAILS 7) - d a • m d a d 111 52'-8" 1. 18'-8" i. 21'-b" r 12'-6" I G S4 L2 188m */FT :a -- — -- -- -- -- — -- 91215 */FT 9 * j I CONC BALCONY I": ` j I44 --- Z6" MIN. CONCRETE SLAB .C. EACH ! I I I I I I I 62 WA BOTTOM UN ERSIDE OF .'�I I BEAM At 10 A j L2 1511 */FT N I <ll I ( 1'-41' B 20" DEEP FLOORI I j TRUS .MAX TRUSSES m 0 i-- -- - -- I -- • A i L2 I5W */F I I F I - --r-- I r I( I I I I I -_-- __- - ___----� I I I I /g\ I I I I I I I ---- I r r N I j -- -- -- -- -- -- -- -- -j-- - --I -- -- -- -- ---1 -- i (2)2x402 I I (2)2"xV' 1 X i i Ili 1 III HEM -FIR POST Ili *2 HEM -FIR 1 I I HEADER B I LL • I I 0 r w 11,-- I i Ili -- —�- = -- — — -- -- -- I 1 0 . IL \-i-- -- -- -- --� I i -- -- -- -- -- o � IFS I I I - �' - - -i - - - - - - - - - - � i -- -- -- -- - I - ) I Ili I I o i Ili I -- - (� -- -- -- 5EARIWa HEMFR 2xRTI ION O.C. O TOP PLATE a +10'-0" APF. _ L------------ -------------_J -�I - X A I/ �441=: U_I• - i - -- -- -- --I f-----(L — I � w ■ to -- -- -- -- - � Ilu -- -- -- 1 11•I--- I PROVIDE 1/2" GYPSUM WALLBOARD DRAFT STOP TIGHT -FITTED FROM i i CLG. 70 DECK ABOVE IN FLOOR L — - J l_ — — J _ SYSTEM ALLOWING NO INDIVIDUAL AREAS GREATER THAN 1000 SF, (2) 2x4 *2 HEM -FIR POST jl (—(2) 2"x6" j I Al- (B ro _ - --____. —� HEADE02 R I i i - -._ ------- _._ --------- -._.------ _. -- -- -- I I _� -- -- i— -- -- — -- — J — -- -- • I A5 -- SUPPORT GIRDER W/ (3) *2 1- I SYP 2x6'S W/ 1/4"x6" TAPCONS I i \ r _- - - _- - _ - _ _.-. .- - _._._-._.-._.-.-._._ 1 -1 11. i a 12 O.C. INTO BLOCK WALL., j TYREACH SIDE OFGIRDER , GEC �Q _I_ Xi Q jIL Ili I i %.. + o - - - - - - - - - - - �,j---I-------- II III e ooil ° iI 8"ICLG --!---��II�22"x LU 10, �; 8 I -- _-IJ-- -- --_ 1 -- -- --_ -- LWT Oil E HICK POURED GONG.-- G SLAB I n w II I I I 1 I I AT 55 W/ *4'sm 8" O.G. EACH WAY TOP AND BOTTOM SSJ- � -- -- 1 _ - — _ _ _ _LACC - - y • I i L ------ - ............. ____---__--__� -- I 11 11! I II - - - i -- -- -j II D - - - - - - - - -- A�-__75 I _._._-_-__-_� I II O 11 r'---'------� r--'-- ---'-- ---------i — • —._—.— —.— —.— — — — — — — — — — — — — —"— Q 0 I I u 10, 10'-0'1 -0" O CLG. 8 CLG. i I I i I I I I I • � i i i i i I ID i I I O I II --1 r--- ----� r----_ -- 51 - _- - - -- - -I- __ I 1- 1 I 10'-0'� 10'-0° I I I I I L2 520 */FT r I I N 11 CLG. 1 8" 1 CLG. ----°—I--I-D ----- -J CB5 • I i CB5 j g5 I�,4 L..... ... ._._._.J L. _._ _._.-. JLT I I m I I O ---- ——AJ ---�---- a �— w CB4 �O �+- �o el`� I C IATTI I F p C -11 1 0- - -- w -- -04- _sA 54 � # I N � ' m N � C 77 9654 */FT RBI IV-4" 54 */FT 52'-8" 23'-4" 0 U 0 Q Q 9 Q O � W r�l Oa � F-1 U 7� Wz 4.4 O Z•I v I mC0 , coN o �- \ N w 0 M U O mcV t*') vcom *� MMo LLr) F 00 IAEN R. R l '�•�� °^� ORION N p y MAR 2 5 �blv Document Information Project #: 5512 - LOT 47 Date: 03-25-2014 Drawn: SM Checked: SRW Sheet # 32 of @9 Sheets 1" iISSED STR�4%' DETAIL 3/4"=1'-0" FIRST FLOOR ROOF AND S COND FLOOR FRAM I NCB FLAN SCALE: 1/4" = 1'-0" M U a LL. 0 a F�- (D 0 ,-i ANCHORAGE SCHEDULE C04Z�70R FASTENERS MAXIMUM ALLOWABLE MAX. UPLIFT MODEL NO, LOADS TO WOOD 70 GONC SIMPSON META 12 (2) STRAPS (5) IOdxlii2" LATERAL LOAD B W/ TSS MOISTURE (1) MOISTURE NAILS EACH EMBEDDED PARALLEL TO BM. = 340" (FU 1SW 115ARRIER BARRIER STRAP PERP. TO BM. = 125" (F2) d 2- MEMBERS MINIMUM OSIMPSON HETA (2) STRAPS (6)16d NAILS EMBEDDED LATERAL LOAD Q W/ T55 MOISTURE (2) MOISTURE EACH STRAP PARALLEL TO BM. = 1225" (FI) z 250(0* BARRIER BARRIERS PERP. 70 EiM. = 1520" (F2) � O SIMPSON (18) 61MPWN SD (2)1/2"6" 2- MEMBERS MINIMUM (1) 1/4"x3" SCREWS TITEN HD z 5000* FGTR 5CREW5 0 (36)SIMPSGiI SD (4) 1/2"xV 2- MEMBERS MINIMUM O E2 51MP50N (2) 1/4"x3" SCREWS TITEN Hp S400" FGTR SCREWS W/ "B" ANCHOR UNLESS OTHERWISE NOTE: • ALL MEMBERS TO BE ANCHORED TO CONCRETE BEAM NOTED ON FRAMING PLAN • FOR SINGLE "C" CONNECTORS ONLY, TO INCREASE A ONE -MEMBER TRU55 TO TWO -MEMBERS, NAIL A 12" LONG 02 SYP 2x8 BLOCK, CUT TO THE SHAPE OF THE TRU55 AT THE HEEL, TO THE T%55 WITH (8) .131"x3" NAILS • FOR SINGLE "E" CONNECTORS ONLY, TO INCREASE A ONE -MEMBER TRU55 TO TWO MEMBERS, USE A 24" LONG 02 SYP 2x6 BLOCK ON THE OPPOSITE FACE OF THE TRUSS, NAILED TO THE TRU55 WITH (16) .131" x 3" NAILS. • ON "E" 4 "E2" CONNECTORS, POUR ALL CELLS SOLID WITHIN b" OF TITAN TD SCREWS O SIMPSON l9) lodxlii2" a TRUSS + LATERAL LOAD PARALLEL TO TOP PL. = 590" lFU HIDA (U 1 „ (9) IOdxli2 TOP PL. PERK, TO TOP FL. = 265" (F2) 1140" O SIMPSON L5TA (2) (1)10dxlii2 a TRUSS (1) Ibdxl�2 a TOP PL. EACH 0 24100 Is STRAP NOTE: • ALL MEMBERS TO BE ANCHORED TO TOP PLATE AT EXTERIOR FRAME WALLS IN "F" STRAP UNLESS OTHERWISE NOTED ON FRAMING PLAN (6) SIMPSON (6) 3/8"x4" TIT O SIMPSON lU 5DS IAN2 1/2" HD SCREWS GRAVITY LOAD = 825V 2435* LGLIM28-2 SCREWS (8) SIMPSON SD (a) 3/8"x4" TIT[ N O SIMF50N (I) IAN2 1/2" HD SCREWS GRAVITY LOAD = S515" 3515N LGLIM210-2 SCREWS (8) IAN2 3/4" O SIMPSGN (1) (6)10d NAILS TITEN HD GRAVITY LOAD = 2400" n� 1085" Hll/NJC26-2 SCREWS 1/ 3/4" O SIMP50N lU (10)10d NAILS TIT HD TITEN HD GRAVITY LOAD = 4350" 18100 HU/NUC210-2 SCREWS 1LE NAILS (6) 16d O SIMP50N (U INTO LEDGER SLANT NAILS GRAVITY LOAD = 3335" 1550" HUS26 INTO TRUSS NAILS (6) 10d O SIMP50N (U INTO INTO LEDGER SLANT NAILS GRAVITY LOAD = 1145" 1090" MU526 INTO TRUSS NOTE: • TO INCREASE A (U MEMBER TO A (2) MEMBER, USE A 2"xb" VERTICAL NAILED TO THE TRU55 END VERTICAL w/ (12)10d NAILS • USE "N" CONNECTION FOR ALL ROOF TRU55 TO LEDGER CONNECTIONS UND GENERAL ANCHOR SCHEDULE NOTES: ALL PRODUCTS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. • STRAPS LENGTHS CALLED OUT ABOVE ARE MINIMAL • UPLIFT 4 LATERAL LOADS AT TRUSS TO WALL CONNECTIONS ARE TAKEN INTO ACCOUNT. IN THE ANCHORAGE SCHEDULE ABOVE. • THE UPLIFTS FOR INDIVIDUAL TRUSSES ARE LESS THAN THE VALUES LISTED ABOVE FOR THE CONNECTOR USED TO SECURE THE TRUSS. ALL ANCHORS 4 RELATIVE NAILS SHALL BE GALVANIZED AS PER FBC 2321.E SAFE LOAD TA5LE FOR S" x S" HIGH - STRENGTH PRECAST 4 PRESTRESSED U LINTELS LENGTH SAFE LOAD - POUNDS PER LINEAR FOOT UNFILLED FILLED' 21- 10"( 34") Precast 2,302 Lbs. 6039 Lbs. 3'- 6" ( 42") Precast 2302 Lbs. 6,039 Lbs. 4'- 0" ( 48") Precast 2,029 Lbs, 6035 Lbs. 4'- 6" l 5419 Precast 1,651 Lbs. 6039 Lbs. 5'- 4" ( 64") Precast 1,184 Lbs. 5,051 Lbs. V-10" ( 10") Precast S12 Lbs. 4,144 Lbs, 6'- (o" ( 18") Precast 931 Lbs, 3,39E Lbe, 1'- (o" ( 90") Precast 161 Lbs. 2010 Lbs. V- 4" (112') Precast 513 Lbs, 1,516 Lbs. 10'- 6" (126") Precast 456 Lbs. 1,514 Lbs. 11'- 4" (136") Precast 445 Lbs. 1365 Lbs, 12'- 0" (144") Precast 414 Lbs. 1,254 Lbs. 13'- 4" (160") Precast 362 Lbs. 1,016 Lbs. 14'- 0" (16811) Precast 336 Lbs. 1003 Lbs. 14'- 8" (116') Prestressed N.R. 1310 Lbs. 15'- 4" (154") Prestressed N.R. 1250 Lbs. 11'- 4" (206") Prestressed N.R. S50 Lbs. 19'- 4" (232") Prestressed N.R. 150 Lbs. 211- 4" (25611) Prestressed N.R 610 Lbs, 22'- 0" (2641) Prestressed N.R. 510 Lbs. 24'- 0" (28811) Prestressed N.R. 410 Lbs. I Tests conducted by an Independent Testing Laboratory. 2 - Acting as a composite beam with an 8" perimeter beam - one "5 bar In the lintel, one 05 bar in the beam. SEAM 5CHEDULE *(f'C=3000P5j f'M=1000Psj 1=N=(00 K51) MK 51ZE BOTT. STEEL TOP STEEL REMARKS LI 8"x8" - L2 S"x8" (1) *5 - POURED 501-I1) V BOND BEAM ABOVE (16" MIN) L3 S"x8" C1) *5 - POURED SOLID L3A S"x8" SEE 1-3" DTL. 15ELOW POURED 50LID R51 Wx8" (1) *5 MIDDLE RAKE BEAM 551 Wx8" - 1 (1) *5 CONT. BOND BEAM 5151A 8"x8" SEE "BB -IA" DTL. BELOW POURED 50LID W/ BOND BEAM ABOVE (24" MIN) 552 Vxl6" - 1 (1) *5 CONT. BOND BEAM ill/ 1 "5 AT TOP C51 0"Aro" W *(o 1 (2) *5 *3 STIRRUPS AT 6" O.G. NOTE: SEE TYPICAL STEP DOWN BEAM DETAIL FOR REQUIRED BEAM OVERLAPS NOTE: Minimum bearing of lintel shall be 4" each side for spans less than 10 LP. 4 8" bearing for spans greater than 10 LP. (2) "5 Mortar shall be type M or S Use 55-1 at top of all walls unless otherwise noted. BLOCK AS Use 55-2 at ledger A and B locations unless otherwise noted. REQUIRED 5's ARE DESIGNED TO BE -SEE PLAN PLACED IN CONTACT W/ THE 5's ARE DESIGNED TO BE INSIDE OF THE INTERIOR 4 (2) *�✓ to PLACED IN CONTACT W/ THE EXTERIOR FACES OF BOND MIDPOINT INSIDE OF THE INTERIOR 4 BEAM AS SHOWN EXTERIOR FACES OF LINTEL L-3A DTL a5 SHOWN BB -IA PTL. ROOF TRUSS -N' TIE BEAM/ BOND BEAM ° m SIMPSON HTSM 16 STRAP a W/ (4) 1/4" x 2 1/4" TITEN ° a SOWS TO GMU (OR (4) 1/4" x 1 3/4" TITEN SCREWS TO CONCRETE) NAIL TO TRU55 W/ (6) 106 x 1 1/2" NAILS MISSED STRAP DETAIL 3/4" = I' -0" FASTENER SCHEDULE CONTINUOUS HEADER 12d GUN NAILS- DUO-FAST/HITACHI 3 1/4"x.128" e 12" O.G. ALONG EACH EDGE, BUILT-UP CORNER STUDS FACE NAIL 12d GUN NAILS- DUO-FAST/HITACHI 3 1/4"x.128" 0 12" O.G. EXTERIOR WALL SHEATHING ad COMMON OR POWER DRIVEN NAILS (.131 x 21/2" LONG W/ 281" DIA. FULL ROUND HEAD) FASTENED 6 6" O.C. IN FIELD 4 EDGES 4 4" O.C. m CORNER STUDS METAL LATH TO VERTICAL WOOD FRAMING GALVANIZED EXPANDED METAL WEIGHING NO LESS THAN L6 LBS. PER 50, YARD FASTENED W/ GALVANIZED NAILS, W/ HEADS NOT LESS THAN 3/8" IN DIAMETER, DRIVEN TO A PENETRATION OF AT LEAST 3/4" AND USING A MIN. OF (2) NAILS PER SQUARE FOOT, OR BY APPROVED STAPLES HAVING EQUAL RESISTANCE TO WITHDRAWAL. TRUSS TO TRUSS CONNECTIONS SEE TRUSS ENGINEERING PACKAGE FOR MANUFACTURER'S REQUIREMENTS. THIS IS THE RESPONSIBILITY OF THE SPECIALTY ENGINEER FOR THE TRUSS COMPANY. WOOD STUDS TO BLOCK WALLS TAPCONS 1/4"x3" LONG o 16" O.G. W/ MINIMUM 11/4" EMBEDMENT INTO MASONRY - USE ONLY PRESSURE TREATED LUMBER P.T. BOTTOM PLATES TO TOP OF TIE BEAMS 1/2"xi" LONG EXPANSION BOLTS 6 32" O.C. W/ 3"x3"xl/4" WASHERS 4 20 ga. GALV. STL. PLATE ANCHORS -m EA. STUD FASTENED W/ (3) 8d NAILS EA. SIDE. ( 2x6 4 2x8 WALLS ONLY ) (ALTERNATE) - HILTI DRIVE PINS .145"x3" LONG (OR EQUAL) 0 8" O.G. 4 USP "TA" STRAPS W/ (4) Ibd NAILS EA. STUD (SUPPORTED TRUSSES MUST BE LESS THAN 30'-0" LONG) P.T.50TTOM PLATES TO TOP OF BOND BEAMS 1/2"xl" LONG "J" BOLTS m 24" O.C. W/ STANDARD WASHERS %—!'P i = ►..... i i [T- C4 • • i d' dl I - I L2 5821 */FT I I L2 5821 */F� I I I r I t m N N dl I m m I ( i I i i 1 I L - ' _._ _ I._._._. I ._. ---- _ - I I — -- - - -- I I I I I I I I I I I I j I I I I I j I I I I I I I - - - I I I I i 1 I I I 1 " an m `t N N "t - I I I I I I I i I I I i I I I II I I I S4 0071 DO - I 5'-9 I/2" I I I I (BUSSES PRE-ENGINEERED WD I - - - --T I I IT 24" O/C (MAX.) ---- I I I I I I I QUO I -?(F- I I I I I I L I jl —I I I I I I I I I I 171 I I I I 1 ..-1 .. _.._.._.. S4 -- I I I I r - Cq I I - I - I I I I I Ln I - I I I I I I I s�sss�sl�sss;*ss�ss ss�sss�s s�sss�ss s I I -- � CBl E2 E2 • - -' I I �-- - - - - - - -- -- - - F— -- -- -- -- - -- -- - - m L21111 "/-T TOP OF BEAM-� - - I G L2 1165 " T (L:2)315 * T m — -- -- -- — -- -- — -- -- — -- ICqa),� - - - - - - - - - - - - - - m J I I Ul oo Z N s = tt ' -- -- — N L------------ -- -- ----J s C - - J N -'OOF FRAMING PLAN SCALE: 1/4" = I'-0" 0 U O Q Q cV � c M , _ M ct m o W :� <\ (� �O N W4 U >~ v N CV M Q) M m *k R. _ O O 16 T TE N MAR 2 52014 Document Information Project #: 5512 - LOT 47 Date: 03-25-2014 Drawn: SM Checked: SRW Sheet # Q � of N Sheets 1'-6" NAIL UPPER AND LOWER PLYWOOD TO HIP GIRDER is 6" O.C. SEE TYPICAL WALL SECTION FOR NAILING REQUIREMENTS. — TOP PIECE OF ROOF SHEATHING ON JACK5 TO BE 2' WIDE SHEET OF PLYWOOD MINIMUM A" 5'-91/2" 1-� -III:' SET SHEATHINn DETAIL SEE FRAMI FOR LEDG CONC. BEAM, PLAN FOR $12 PLACEMENT,1 SCALE 1/2"=1'-0" POURED 5EA i DETAIL POURED 5EAM DETAIL A.F.F. 6EAM� SCALE: 3/4" = 1'-0" GALV, (SEE A ROOF WALL DRIP E P.T. Ix2 2x8 FL 16d EA 2x6 OU AT 24" (RBU RA "GYP-CRETE" FLOOR SHEAT NO CLOSER T MA50NRY WAl SEE FRAMING FOR LEDGER FLOOR TRUSS POURED CON BEAM SEE FIR PLAN, TOP Al „ GA15LE END 6 5L0C:K WALL DETAIL .131"X3" IVHILb ACH OUTLOOKER :)OF TRUSSES SCALE: 3/4" = 1'-0" WAY TOP AND BOTTOM ROOF/ WALL/SLA15 CONNECTION DETAIL II'-8" ARR TOP OF BEAM d? 4 2" NOTCH BEAM FOR e TRUSS TO BEAR, TYP. p ' BOTH SIDES OF BEAM � d r d e a d d 10'-0" AFF. a d °, a --- --- TOP OF BEAM 4e SCALE: 3/4" = I'-0" 11'-8" APF. TOP OF BEAM SCALE: 3/4" = V-0" ROOF SHEATHING (SEE TYPICAL WALL SECTION FOR NAILING) DRIP EDGE P.T. Ix2 2x8 FASCIA W/ (2) GALV 16d EACH TRUSS 40/20 - 15/32" EXPOSURE 1, EXTERIOR GRAIDE PLYWOOD SHEATHING NAILED W/ 86 NAILS 6" O.G. ALL MEMBERS, 4" O.G. AT COMER GALV. STL. STRAP (SEE ANCHORING SCHEDULE) CONTINUOUS P.T. 2x4 PLATE FASTI=NED TO BOND BEAM W/ 1/4"x3" TAPCON CONC. SCREWS 9 16 O.G. NO. 9 GAUGE, LADDER TYPE HORIZONTAL JOINT REINFORCEMENT REQUIRED R 16" O.C. (TYPICAL) COL. BEYOND LP d p 2" x 2" ALUMINUM POST PER RAILING MANUF. SET IN ° 2 PART EPDXY 3" x 3" SQUARE BLOCKOUT 5" DEEP CAST IN CONCRETE BEAM. MAINTAIN 1 1/2" CLEARANCE FROM 11/2!' MIN. REINFORCING STEEL EMBED POSTS 4" (MIN.) - IVA - FLAN VIEW SCALE: 3/4" = I'-0" 3/8" HOLE 2" FROM BOTTOM OF POST ALL 4 SIDES ROOF TRUSSES 8"x8" CONIC. "U" BLOCK SYSTEM W/ (1) 05 CONTINUOUS 4 30" LONG CORNER BARS AT ALL CORNERS. (�f) GA15LE END DETAIL �-4 SCALE: 3/4" 1'-0" GONG BEAM, SEE BEAM SCHEDULE FOR SIZE A.F.F. _ _______ _ BOTTOM OF LINTEL 5ALCONY SECTION GONG BEAM, SEE BEAM SCHEDULE FOR SIZE II'-8" A.F.P. 6 SLOPE I" MIN TOP OF BEAM fo" THICK (MIN.) CONCRETE SLAB W/ 05's 6 12" O.G. BOTH WAYS U 2x6 FRAMING 6 24" O.C. TOE S NAILED TO P.T. 2X6 LEDGER W/ _ (3) .131"x3" NAILS EACH MEMBER BOTTOM TO BE FLUSH WITH BOTTOM OF FLOOR TRUSSES P.T. 2x6 LEDGER ATTACHED 4 TO MASONRY W/ 1/4"x3" TAPCON • CONC. SCREWS AT 24" O.G. AT EACH SIDE OF LANAI COL. BEYOND 7 P.T. 2x6 LEDGER (SEE LEDGER SCHEDULE ON FRAMING PLAN) 20" DEEP FLOOR TRUSS SYSTEM m 24" O.G. SCALE: 3/4" = I'-0" 0 U O Q Q H �ll M� W �^� N U x W _z O N WM O V1 nformation 512 - LOT 47 E 3-25-2014 M RW FSheet# Sheets 1/4" CONTINUOUS BEAD OF CAULK BEHIND BUCK a a a a d a ° a a CBS a ° a a d) a a ip i� Z, 4 ° a 4 STUCCO _i r CAULK P.T. Ix WOOD BUCK TO EXTEND BEYOND 1/2 DRYWALL INTERIOR FACE OF WINDOW OR S.G.D. FRAME CAULK HILTI NAIL CRS 099-122 CORROSIVE RESISTANT "TAPGON" m roll O.C. CONC, SCREWS INSTALLED AS SPECIFIED ON WINDOW 4 S.G.D. PRODUCT APPROVAL NOTE: METHOD OF ATTACHMENT AND WATERPROOFING PROCEDURES ARE _TYP. ALUM. WINDOW JAMB /SLIDING THE SAME AT POURED CONC. SILL GLASS DOOR JAMB TYPICAL WINDOW 4 S.3.0. JAMS DETAIL AT CZ.5. WALL STUCCO ON G.B.S. / / CONTINUOUS CAULK L EsEAD a BRICK MOLD / SCREWS AS PER e DOOR MANUF. PRODUCT MillI ll APPROVALS lllllllll / j llilllll EXTERIOR / DOOR r WOOD DOOR JAMB P.T. 2x BUCK TO PROVIDE FULL_ SUPPORT OF DOOR FRAME Wl"H 1/4" x 3" TAPCONS m 12" O.G. viz" GYPSUM USE ADDITIONAL TAPCON m LATCH LOCATION 4 IN THE HEAD AT THE BOARD CENTER OF DOUBLE DOORS P.T. FURRING SHIM (ALTERNATE - BUILD UP JAMB AS NEEDED W/ WOOD CASING Ix AND/OR %" PLYWD., FASTEN TO P.T. 2x W/ 8d NAILS * 6" O.G. STAGGERED) TYPICAL EXTERIOR DOOR JAMS SCALE: 3" = 1'-0" FLOOR (1) lrod EACH I OR TRI FLOOR DBL. Tc INTERIC (1) 16d EACH: (TYP.) WOOD (SEE Ff SIZE, G POST L (1) 16d EACH (TYP.) HILTI D mV,C P.T. BO FULL SCALE CORROSIVE RESISTANT TYP. ALUM. "TAPCON" GONG. SCREWS WINDOW SILL INSTALLED AS SPECIFIED IN WINDOW MANUFACTURERS PRODUCT APPROVAL 1/4" (MAX.) SHIM CAULK IN FRONT r 4 BEHIND WINDOW FRAME - z STUCCO as Q a • a a a a a a FORMED AND POURED CONC. SILL w/ (U S TYPICAL CONC. SILL DETAIL PROVIDE CONTINUOUS P.T. 2x(o NAILER AROUND GARAGE DOOR OPENING. FASTEN AS SHOWN ON THE PRODUCT APPROVAL -O.H. GARAGE DOOR W/ TRACK ATTACHED TO 2xro W/ LAG BOLTS PER MANUF. SPECS. HALF SCALE CONT. TRIM W/ CONT. CAULK BEAD BY GARAGE DOOR MANUFAG. — SEE FOUNDATION PLAN FOR SPECIFIC STRUCTURE m GARAGE DOOR OPENING STUCCO ON CONC. BLOCK W/ CONC. FILLED CELLS TYP. GARAGE DOOR ANCHORAGE DETAIL SCALE: Iles" = I'-(Z)" APPROVED ROOFING SYSTEM (SEE PRODUCT APPROVAL) ON APA RATED 40/20 - IS/-32" EXPOSURE 1, EXTERIOR GRADE PLYWD. SH7'G, NAIL W/ Sd RING SHANK NAILS 031 x 2 1/2" NAILS) ro" O.G. ALL MEMBERS. WITHIN 5'-0" OF ROOF EDGES NAIL PLYWOOD W/ ad RING SHANK NAILS 4" O.G., ALL MEMBERS INCLUDING R4CIA. R-30 BLOWN INSULATION R-30 BATT INSULATION m KNEE WALLS ENG\ APPROVED WII INAALL .0 TRUSSD O.C..BRACINGYO BE PLACED AS SHOWN ON TRUSS ENGINEERING. GALV. STL. STRAP AT EA. TRRUSS (SEE ANCHORING SCHEDULE)— Q MOISTURE BARRIER (METAL SEAT OR FELT PAPER) ' SEE FLOOR PLAN 4 ELEVATIONS FOR TRUSS BRG. HEIGHT 262a. GALV. MTL. DRIP EDGE P.T. I x 2 2x8 ROUGH SAWN CEDAR / FASCIA W/ (2) GALV trod I' -roll _ EACH TRUSS � (3) .131"x3" NAILS EA. BLOCKING BY END OF HEADER TRUSS MANUF. STUCCO SOFFIT NOT LESS THAN (2) JACK STUDS 1/2" TOTAL THICKNESS OVER FELT MTL LATH LAPPED NOT LESS THAN I" AND FAST W/ _S (I) FULL HGT. STUD HEAD GALV. NAILS (2 PER �,F MIN) AND CONT. 4" WIDE LONG SCREENED CENT OPENINGS W/ WIRE MESH CORROSION Flit RESISTANT 1/8" MAX OPENING. U1 1 1/2" RECESS TO RECEIVE U CONCRETE BLOCK IL 0 � N Q FINISH FLOOR LINE APPROX. GRADE Ali EXTEND (1) 05 TO NEXT FILLED CELL \ / (4'-0" MIN.). POUR 13LOCK SOLID ♦ W/ BEAM ABOVE. loll VARIES /\ \ TOP OF BEAM (SEE FLOOR PLAN) TYP. CONC. 'lull BLOCK BOND BEAMS 114 (SINGLE OR DOUBLE) W/ 10" HOOK \ Ak VARIES TOP OF BEAM p (SEE FLOOR PLAN)_o� POURED CELL W/ (1) 05 CONTINUOUS FROM / BEAM 70 FOOTING (SEE FOUNDATION PLAN FOR FILLED a'I CELL LOCATION) �° I ♦/ STEP DOUJN SEAM DETAIL APPROVED ROOFING SYSTEM (SEE PRODUCT APPROVAL) ON APA RATED 40/20 - 1'5/32" EXPOSURE I, EXTERIOR GRADE PLYWD. SHT'G, NAIL W/ 8cl RING SHANK NAILS 031 x 2 1/2" NAILS) roll O.C. ALL MEMBEF 5. WITHIN 5'-0" OF ROOF EDGES NAIL PLYWOOD W/ ad RING SHANK NAILS 4" O.C., ALL MEMBERS INCLUDING FACIA, R-30 BLOWN INSULATION R-30 ESATT INSULATION m KNEE WALLS ENGINEERED APPROVED WOOD TRUSSES m 24" O.G.. ALL TRUSS BRACING TO BF� PLACED AS SHOWN ON TRUSS ENGINEERING. - GALL. STL_ STRAP AT EA. TRUSS (SEE ANCHORING SCHEDULE) 12 MOISTURE BARRIER (METAL 5 SEAT OR FELT PAPER) 262a. GALv. / MTL. DRIP EDGE LU c4 _SEE FLOOR PLAN 4 EL VATIONS_ `lam FOR TRUSS BRG. H IGHT '• ' P.T. I x 2 2x8 FASCIA W/ (2) GALV 16d EACH TRUSS BLOCKING BY 4 TRUSS MANUR I' -roll STUCCO SOFFIT NOT LESS THA 1/2" TOTAL THICKNESS OVER FELT MTL LATH LAPPED NOT LESS THAN I" AND FAST W/ 3/5" HEAD GALV. NAILS (2 PER SF 11 MIN) AND GONT, 4" WIDE LONG SCREENED VENT OPENINGS W/ 1 WIRE MESH CORROSION RESISTANT Val' MAX OPENING.— 12 l 5 AT SCREEN ENCLOSURE AREAS 0ECURE FACIA TO TRUSS TAILS W/ (2) USF" RT3 W/ (4) ad 031" DIA.) x 1 1/2" NAILS EA. MEMBER, EA. CLIP (10000 MIN.) (SCREEN ENCLO. ON SEPARATE PERMIT) N —P.T. Ix2 FIRESTOP 5/8" GYP. BIRD, CLG, ON MTL. HI -HATS FASTENED TO TRUSSES m 24" O.C. (MAX.)- -8"x8" CONC. "U" BLOCK SYSTEM W/ ( U "5 CONTINUOUS 4 30" LONG CORNER BARS \AT ALL CORNERS. -PRECAST CONCRETE LINTEL ABOVE WINDOWS 4 DOORS (1) $5 BAR VERT. IN CONC. FILLED CELL W/ 10" HOOK m "U" BLOCK (SEE FOUNDATION PLAN FOR LOCATION) I/2" GYP. BOARD ON P.T. 1 x 2 FURRING STRIPS m 24" O.C. 0&" O.G. 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) SINGLE LAYER OF WIRE MESH IL a a a-----J---- � a \/\/x \// z U N Wxlb" CONC. "U" BLOCK SYSTEM W/UQ (+5 EACH COURSE CONTIN. 4 30' LONG CORNER BARS 9 ALL COMERS (SEE FOUNDATION PLAN) SEE FLOOR PLAN 4 ELEVATION_ S FOR BOND BEAM HEIGHT 8"xlro" BEAM W/ 8"x8" Hull BLOCK AT TOP W/ (1) 05 CONT. 4 30" LONG CORNER BARS AT ALL CORNERS — SEE FRAMING PLAN FOR LEDGER NOTES TOP OF BOND BEAM (SEE FRAMING PLAN AND ELEVATIONS) I ra a a, a a a ��% a a i d _I I L II �� a KNOCK 5"x5" (MIN.) HOLES INTO BOTTOM OF a —� — I — T — — I— J ={ �♦ LINTEL m I/3RD POINTS �� — — I — T PRECAST CONCRETE LINTEL ABOVE T — —I— -� ARCHED OPENING FILLED W/ (1) 15 _T_ L — — BAR 4 POURED SOLID W/ BOND BEAM ABOVE 4 POURED CONC. ARCH BELOW i I L — — — r I T — —I— I BREAK 5"x5" HOLE IN BLOCK WALL 4 PLACE (1) 1 "5 DIAGONAL EA. SIDE T FILLED CELLS W/ (1) OR (2) — — — T "5 BARS VERTICALS -I— _ T DEPENDING ON LOCATION (SEE ROOF RAMING PLAN) TYPICAL FOURED ARCH DETAIL SCALE: 1/2 = 1'-0" .T. lx2 FIRESTOP 5/6" MTL. TRUSSES 8"x8" SYSTEM AT PRECAST ABOVE FILLED PLAN /2" FURRING RESISTANT AREAS) GYP. BIRD. CLG. ON HI -HATS FASTENED TO 10 24" O.C. (MAX.) GONG. "U" BLOCK W/ (1) +5 CONTINUOUS 30" LONG CORNER BARS ALL CORNERS. CONCRETE LINTEL WINDOWS 4 DOORS 1) "5 BAR VERT. IN CONC. CELL W/ 10" HOOK m U" BLOCK (SEE FOUNDATION FOR LOCATION) GYP BOARD ON P.T. I x 2 STRIPS m 24" O.C. 16" O.C. IN MOISTURE GYP. BOARD FLOOR TRUSSES AND FLOOR SHEATHING TO EXTEND NO CLOSER THAN 1/2" FROM '1,45ONRY WALL (TYP.) .000D BASE, SEE ARCH PLANS 3/4" "GYP-CRETE" UNDERLAYMENT OVER APA RATED 45/24 - 23/32" T4G EXP.-1 GRADE =LYWD.(OF2 O.S.B.) SET ON A CONT. 114" DIA. 3EAD OF LIQUID NAIL PANEL ADHESIVE (OR _QUAL) AND NAILED W/ ad NAILS m 12" O.G. IN LU :IELD m 6" O.C. AT EDGES (m BATHROOMS az °ROvIDE ADDITIONAL LAYER 32/16 - 15/32" :XP05UR9-1 GRADE PLYWD. SET OVER 15" FELT - IL I NAILED m loll O.C. W/ .131"x3" NAILS) Vxlb" CONC. "U" BLOCK SYSTEM V `Q (U 05 EACH COURSE CONTIN. 4 30' N Q 20" DEEP FLOOR LONG CORNER BARS a ALL - TRUSSES SYSTEM CORNERS (SEE FOUNDATION PLAN) m 24" O.G. SEE FLOOR PLAN 4 ELEVATIONS _ FOR BOND BEAM HEIGHT 8"xl6" BEAM W/ 8"x8" "U" BLOCK AT TOP W/ (1) 05 CONT. 4 30" LONG CORNER BARS AT ALL CORNERS SEE FRAMING PLAN / FOR LEDGER NOTES--- 5/8" GYP. BRD. CLG. ON MTL. HI -HATS FASTENED TO TRUSSES m 24" O.C. (MAX.) P.T. I"x2" FIRE STOP 1/2" GYP. BOARD ON P.T. I x 2 FURRING STRIPS m 24" O.G. (16" O.C. IN MOISTURE RESISTANT GYP. BOARD AREAS) a 8" CONCR&E BLOCK WALL R-4.1 PERFORATED FOIL IN5UL. ON FURRING STRIPS 04 DOWEL IN FILLED CELL z 0 (SEE FOUND. PLAN FOR LOCATION) 1 1/2" RECESS TO RECEIVE _3 CONCRETE BLOCK - WOOD BASE O_ CONC.SLAB Q (SEE FOUNDATION PLAN) SINGLE LAYER OF WIRE MESH FINISH FLOOR LINE --- APPROX. GRADE a a '/�!/��i��/�%'�', ��� ��a a / V/� / V/ V/ �/ d �• zV//� a VAPOR BARRIER /\\/\\/\\ \, _ \/\\/ a �/\ ' \\j\�j\ j\ j\ j\ j\ i\\/ \\/\\ j\\j\\/ - \\ ' a j\ \y\\j\`j\j\`j\j\/\\/ SEE FOUNDATION PLAN FOR j SEE FOUNDATION PLAN FOR \OOTIN \ SIZE AND LOCATION /\ \\//\\r \ %\ /\\//\X/ \j\ /\\//\\//\\/ /\\/ SOOT IN \ SIZE AND LOCATION FLOOR TRUSS CONNECTION DETAILS TYPICAL I —STORY WALL SECTION TYPICAL 2—STORY CB.S. WALL SECTION j 1/2 ' = V -0" SCALE: 3/4" = I'-0" SCALE: 3/4" = 1'-0" FLOOR TRUSSES AND FLOOR SHEATHING TO EXTEND NO CLOSER THAN 1/2" FROM MASONRY WALL (TYP. WOOD BASE, SEE ARCH PLANS SEE TYP. WALL SECTION FOR FLOOR INFO 20" DEEP FLOOR TRUSSES SYSTEM m 24" O.C. Z 5/6" GYP. BIRD. CLG. ON MTL, HI -HATS FASTENED TO TRUSSES m 24" O.C. (MAX.) P.T. I"x2" FIRE STOP TYP'. FLOOR TRUSS FARO&ANLLEL TO 5L< WALL SCALE: 3/4" = 1'-0" 0 c U 0 Q a> ct F--i U Ct H Z ~ O ^l V WM O O Document Information Project #: 5512 - LOT 47 Date: 03-25-2014 Drawn: SM Checked: SRW Sheet # of Sheets