The URL can be used to link to this page

Home My WebLink AboutBUILDING PLANSABBREVIATIONS GENERAL NOTES FLOOR PLAN NOTES AB ANCHOR BOLT LAV LAVATORY ABV ABOVE LG LONG PRIOR TO 6TART OF GON6TRUCTION: AFF ABOVE FINISHED FLOOR LIN LGT LINEN LIGHT 1. GENERAL CONTRACTOR AND ALL THE SUBCONTRACTORS SHALL VERIFY ALL I. NATURAL VENTILATION: AN ARC FAULT INTERRUPT GRADES, LINES, LEVELS, DIMENSIONS AND COORDINATE EXISTING CONDITIONS ALUM ALUMINIUM U.T. LAUNDRY TUB AT THE JOB SITE WITH THE PLANS AND SPECIFICATIONS. THEY SHALL REPORT I CERTIFY THAT THIS HOME IS DESIGNED TCOMPLY WITH THE NATURAL AHU AIR HANDLER UNIT MAX MAXIMUM ANY INCONSISTENCIES OR ERRORS IN THE ABOVE TO THE ARCHIT€CT/ENGINEER VENTILATION REQUIREMENTS OF SECTION 402 OF Tµ£ FLORIDA BUILDING BF. ST. BI FOLD MG. MEDICINE CABINET BEFORE COMMENCING WORK THE CONTRACTOR AND HIS SUBCONTRACTORS CODE 2014, MECHANICAL SP. BI PASS MECH MECHANICAL SHALL LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND BE 2, SAFETY GLAZI NG RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION BLK BLOCK M.R.A.TEAN ROOF HEIGHT WITH THEIR WORK. 5 BREAKFAST ML METAL GLAZING IN SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND BLK'G K'G BLOCKING MFR MANUFACTURER TUB ENCLOSURES, TO BE SAFETY GLAZED AS PER 2014 F.B.C. 2406.4 4 2. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GENERAL NOTES R308.4. ALL GLAZING IN ANY HAZARDOUS LOCATION OF A BUILDING WITH BM BEAM MICRO. MICROWAVE OR OTHER DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE SILL LESS THAN 60" AFF. SHALL BE SAFETY GLAZED AS PER 2014 F.BC. 5R`i. BEARING MIN. MINIMUM ARCHITECT/ENGINEER IN WRITING OF SUCH CM1861ON OR ERROR PRIOR TO 2406.4 (5) 4 R-308A (2) ALL GLAZING WITHIN 24" OF AND PARALLEL TO A SOT. BOTTOM MIR MIRROR PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT OF DOOR SHALL BE TEMPERED CAB CABINET M.C. MASONRY OPENING THE CONTRACTOR'S FAILING TO GIVE SUCH AN ADVANCED NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR 3. FIRE BLOCKING CER CERAMIC MONO. MCNOLIT41C OMISSIONS AND THE COST OF RECTIFYING THE SAME. CJ CONTROL JOINT MTL. METAL PROVIDE FIRE BLOCKING AT ALL CONGEALED SPACES. CL CENTERLINE OBSC OBSCURE 3. DO NOT SCALE THESE DRAWING6. THE CONTRACTOR SHALL REVIEW THESE Cl-G. CEILING O.HD. OVER HEAD DOOR DRAWINGS IN THEIR ENTIRETY BEFORE COMMENCING CONSTRUCTION AND DRAWRUC 4. ROUGH OPENINGS SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT CLO CLOSET DO ON CENTER REPORTED IMMEDIATELY IN WRITING TO DONALD HEADDON LANG AIA, VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH CLR CLEAR OPP OPPOSITE ARCHITECT BACK CHARGES WILL NOT BE ACCEPTED. MANUFACTURER'S PRODUCT SPECIFICATIONS. CMU CONCRETE MASONRY WITS PLF. FOUNDS PER LINEAR FOOT 4. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 6. EGRESS)]WINDOUAS COL. COLUMN PBF. POUNDS PER SQUARE FOOT SUBCONTRACTORS WORKING AT JOB SITE AND FOR ALL COORDINATION OF CONC. CONCRETE P6J. POUNDS PER SQUARE INCH WORK. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE CONN CONNECTION P.T. RT. PRESSURE TREATED OF TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" CONN CASEMENT PRESSURJ B. THE GgENERAL CONTRACTOR 84ALL VERIFY THE BUILDING POSITION WITHIN HIGH,20" WIDE, AND MIN. NET AREA OF 51 OF. FOR 2nd FLOOR WINDOWS AND COT CENTER THE SETIDACK LINES PRIOR TO COMMENCING CONSTRUCTION. 5.0 OP. FOR lei FLOOR WINDOWS. THE SILL HEIGHT SHALL NOT BE MORE THAN DBL. DOUBLE PH FKT. PHONE POCKET 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO BE 44" ABOVE THE FLOOR, LATCH AT 54" AFF. MAX.. OF DRINKING FOUNTAIN PL PROPERTY LINE FAMILIARIZED WITH ALL EXISTING CONDITIONS AS THEY ARE NOT 1. INTERIOR NON -BEARING WALLA DIA. DIAMETER FLYUp PLYWOOD NECESSARILY SHOWN ON THESE DRAWINGS. DISP. DISPOSAL PNL PANEL 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 3" STL. STUDS ® 24" O.C. CIS" O.G. a AREAS RECEIVING TILE) W/ 1/2" 25ga,UM DP DESIGN PRESSURE R RADIUS LOCATIONS OF ALL FLOOR, ROOF, AND WALL OPENINGS AND PENETRATIONS. GYPS BOARD ON BOTH SIDES. (TYPICAL) DR DOOR REF REFIGERATOR 8. BATHTUB AND SHOWER SPACES DW DISH WASHER FEW REINFORCE, REINFORCED 8. IT IS THE CONTRACTORS SOLE RESPONSIBILITY COORDINATE THE WORK OF EA EACH REQ REQUIRED ALL TRADES AND DETERMINE ERECTION PROCEDURE AND SEQUENCE TO BATHTUB 4 SHOWER FLOORS 4 WALLS ABOVE BATH TUBE WITH INSTALLED E.E. EACH END RIM ROOM INSU� THE SAFETY OF THE BUILDING, ITS COMPONENTS AND TRADE BASE DURING CONSTRUCTION.. SHOWER HEADS E IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH AN EJ EXPANSION JOINT RA ROUGH OPENING IMPERVIOUS, NON -CORROSIVE, NON -ABSORBENT 4 WATERPROOF MATERIAL. ELEC. ELECTRICAL 9. ALL DETAILS AND SECTIONS 9HOUAl ON THESE DRAWINGS ARE INTENDED TO MOISTURE RESISTANT BACKING BOARD REQUIRED UNDER IMPERVIOUS WALL ELEV. ELEVATION S.C. SOLID CORE BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR AREAS IN BATH TUB 4 SHOWER SPACES. SUCH WALL 8URFACES SHALL 6C14ED SCHEDULE CONDITION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL AND EXTEND NOT LESS THAN 6'-0" ABOVE THE ROOM FLOOR LEVEL. EMER EMERGENCY SSA. SQUAREFL455DooR OR SECTION 15 sHoun. ENGL ENCLOSURE SF SQUARE FOOT B. GARAGE SEPARATION FROM DWELLING UNIT EQ EQUAL SH SINGLE HUNG R I6 5 ON51 FOR A 10. BUI ID£ REP BLE R ADEQUATE BRACING OF STRUCTURALO L R NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND IT'S ATTIC E.S. EACH SIDE SH SHELF AREA BY MEANS OF A MINIMUM I/2" GYPSUM BOARD APPLIED r0 THE ESP ELECTO STATIC PAINT 94WR SHOWER 11, IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL GARAGE SIDE IN ACCORDANCE WITH FBCR 302.E EW EACH WAY SPEC SPECIFICATION NECESSARY SHOP DRAWINGS, WINDOWS, DOORS, ETC. TO DONALD HEADDON EXT. EXTERIOR SINS SHEET METAL SCREWl3 LANG AIA, ARCHITECT. 10. GARAGE DUCTS EXT`G EXP EXISTING EXPANSION so yQUAIRE 12. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. DUCTS IN THE GARAGE 4 DUCTS PENETRATING THE WALLS OR CEILINGS SS STAINLESS STEEL SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE .09 MIK " NBC. FLORIDA BUILDING CODE ST. STIRRUPS 13, THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF SHEET METAL 4 SHALL HAVE NO OPENINGS INTO THE GARAGE. FDN FOUNDATION STD STANDARD DONALD HEADDON LANG AIA, ARCHITECT AND SHALL NOT BE USED OR PIN FL FINISH FLOOR REPRODUCED WITH OUT THE EXPRESS WRITTEN CONSENT. II. EXTERIOR OPENINGS STL. STEEL FLUOR FLUORESCENT SW SWITCH 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS FO FLOOR OUTLET SYM SYMMETRICAL BUILDING AND TRADE PERMITS AND FOR THEIR RESPECTIVE COSTS. SEPARATED FROM ADJACENT BUILDING BY A DISTANCE OF LESS THAN FR. FIRE RATED 0 11. FR DR FRENCH DOOR TEMP. TEMPERED6 15. ALL MATERIALS, FINISHES, PATTERNS AND COLORS SHALL BE APPROVED FRAM'G FRAMING T.B. THROUGH BOLT OR SELECTED BY THE OU.NER/ARCHITECT AND FURNISHED AND INSTALLED 12. BACKING FOR CABINETS FT TSM TIE BEAM BY GENERAL CONTRACTOR IREFER TO FINISH SCHEDULE AND FOOT OR FEET THK THICK SPECIFICATIONS. PROVIDE lx4 MINIMUM HORIZONTAL BACKING IN KITCHEN W/ TOP 4 BE," AFF. 4 PURR FURRING TOP ® 8'-0" AFF. 4 IN BATHROOM VANITY AREAS W/ TOP ® 30" AFF. OR AS G.T. GIRDER TWO$ T 4 G TONGUE 4 GROOVE 16. NO SUBSTITUTIONS ARE ALLOWED FOR MATERIALS WHERE SPECIFIC REQUIRED FOR CABINET ATTACHMENT. GA GAUGE T05 TOP OF BEAM MANUFACTURERS ARE INDICATED, UNLESS APPROVED BY THE GALV. GALVANIZED TOSS. TOP OF EOND BEAM OUNER/ARCHITECT, WHERE APPROVED EQUAL 15 USED, IT SHALL BE 13. SAFEGUARDS GFI GROUND FAULT INTERRUPT TOP OF WOOD PLATE UNDERSTOOD THAT THE SUBSTITUTE SHALL BE JUDGMENT AND APPROVAL APPROVAL OF THE ARCHITECT, AND REQUESTS FOR SUBSTITUTIONS R3122.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE GL. GLASS T.O.T.B. TOP OF TIE BEAM SHALL USE MADE IN WRITING PRIOR TO ORDERING MATERIALS OR WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL GND GROUND TPH TOILET PAPER HOLDER COMMENCING WORK. SUCH REQUESTS SHALL INCLUDE THE DATE, SCOPE OF BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE GYP GYPSUM TYP. TYPICAL WORE, ANY ADDITIONAL COSTS TO THE OWNER AND ANY ANTICIPATED WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT GYP. BD. GYPSUM WALLBOARD UN.O. UNLESS NOTED OTHERWISE DELAYS CAUSED BY SUCH CHANGES, OPENINGS THAT ALLOW PASSAGE OF A 4-INCH-DIAMETER SPHERE WHERE SUCH HIS HOSE BIBB UL UNDERWRITERS LA50RATORIES IT.ALL METAL INTERIOR PARTITIONS SHALL BE 25 GAUGE GALVANIZED OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED PLOOR HC HOLLOW CORE VERT VERTICAL METAL STUDS MINIMUM, UNLESS OTHERWISE NOTED, EXCEPT THAT STEEL 14. ACCESSIBLE SPACE UNDER STAIRS V.IF. VERIFY IN FIELD STUDS SUPPORTING HANGING (FIXTURES, CABINETS, GRAB BARS, MONITORS HOT. HEIGHT OR EQUIPMENTS) SHALL BE 20 GAUGE GALVANIZED METAL STEEL STUDS ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE HOWL HORIZONTAL WA WEDGE ANCHORS AT 16" O.G. MAX: AND IN COMPLIANCE WITH FBG WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON WITH THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD IN ACCORDANCE M1 HOLLOW METAL 18. PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH FBCR, 302.1 HPS. HOOPS WC WATER CLOSET MATERIAL ACCEPTABLE OF PREVENTING THE A65 WITH A MA E PASSAGE OP FLAMES WD woop AND HOT GAss£s WHEN SUBJECTED to THE REQUIREMENTS of THE T€97 15. GARAGE CEILINGS BENEATH HABITABLE ROOMS HR HOUR STANDARD SPECIFIC FOR FIRE STOPS ASTMI E-614/UL 1415. INSTALLATION HVAC HEATING VENTILATION AIR C. OND WH WATEPodEATER SHALL BE OF GOOD WORKMANSIHIP AND AS PER MANUFACTURER'S 5/8" TYPE "X" GYPSUM BOARD FOR GARAGE CEILING BENEATH HABITABLE HVHZ HIGH VELOCITY HURRICANE ZONE Ulf WASHING MACHINE RECOMMENDATIONS. ROOMS SHALL BE FASTENED TO FLOOR/ROOF TRUSSES. PROVIDE R-II MIN. W/o WITHOUT INSULATION. ID INSIDE DIMENSION IS. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED INSUL INSULATION W' WATERPROOF TER"IIGIDES AS PER FBC. ALL BUILDINGS 54ALL HAVE WPH WALL PHONE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST 16. DRAFTSTOPPING ANT. INTERIOR SUBTERRANEAN TERMITES AS FBC. A CERTIFICATE OF COMPLIANCE SEE STRUCTURAL PLANS FOR DRAFTSTOPPING LOCATIONS SHALL BE LAM. LAMINATE ULSC'T WAINSCOT SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED INSTALLED 60 THAT THE AREA OF THE CONCEALED SPACE DOES NOT Wt WEIGHT P£ST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: EXCEED 1,000 SOFT. PER FBCR 302.12 "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN MATERIALS NOTES 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 A5 PER FBC. I. 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 ARGI-IITECTURAL PLANS STATEMENTS 2. NO SUBSTITUTIONS ARE ALLOWED FOR MATERIALS WHERE S C:IFIC MANUFACTURERS ARE INDICATED, UNLESS APPROVED BY THE OWNER/ARCHITECT, WHERE APPROVED EQUAL 15 USED, IT 84A1-.1- BE 1. ALL DIMENSIONS SHALL BE. CONSIDERED "NOMINAL" UNLESS OTH€RUSE UNDERSTOOD THAT THE SUBSTITUTE SHALL BE JUDGMENT AND APPROVAL OF NOTED. DIMENSIONS ON LARGE SCALE DRAWINGS OR DETAILS WILL PREVAIL THE ARCHITECT, AND REQUESTS FOR SUBSTITUTIONS SHALL BE MADE IN WRITING OVER SMALLER SCALED DRAWINGS. PRIOR TO ORDERING MATERIALS OR COMMENCING WORK. SUCH REQUESTS SHALL INCLUDE THE DATE, SCOPE OF WORK, ANY ADDITIONAL COSTS TO THE 2.DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS ONLY. CONTRACTOR OWNER AND ANY ANTICIPATED DELAYS CAUSED BY SUCH CHANGES. SHALL VERIFY ALL DIMENSIONS 4 CONDITIONS AND IN THE EVENT OF CONFLICT, NOTIFY ARCHITECT BEFORE PROCEEDING. 3. ALL TIMBER IN DIRECT CONTACT WITH 87EEL OR CONCRETE SHALL BE 3.SUBMIT 3 SETS SHOP DRAWINGS FOR THE ARCHITECTS REVIEW OF ALL ITEMS PRESSURE TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE REQUIRING FABRICATION. DO NOT FABRICATE UNTIL APPROVED. GALVANIZED ANCHOR SEAT. 4.REFER TO STRUCTURAL DRAWINGS FOR REINFORCING, SIZES, NOTES, DETAILS 4. ALL WOOD IN CONTACT WITH CEMENTITIOUS MATERIALS SUCH AS MASONRY AND SPECS ON FOUNDATION, TIE -COLUMNS, COLUMNS, SLABS, STRUCTURAL OR CONCRETE SHALL BE PRESSURE TREATED. BEAMS, DROP BEAMS AND REINFORCED MA60NRY 5. ALL METAL INTERIOR PARTITIONS SHALL BE 25 GAUGE GALVANIZED METAL J05 SITE COORDINATION 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. I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBCONTRACTORS MAX. AND IN COMPLIANCE WITH FBC 2014. WORKING AT JOB SITE AND FOR ALL COORDINATION OF WORK 6. SEE STRUCTURAL PLANS FOR MATERIALS REQUIREMENTS AND 2. COORDINATE ALL STRUCTURAL WORK WITH ARCHITECTURAL, MECHANICAL AND SPECIFICATIONS. ELECTRICAL DRAWINGS FORVERIFICATION OF LOCATIONS DIMENSIONS OF ALL PROJECT REQUIREMENTS. 1. GYPSUM BOARD CONFORMS TO ASTM AND FBC STANDARDS. S. CERAMIC TILE CONFORMS TO ASTM AND FBC STANDARDS. S. 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 ASSEM51-IE6, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME 61:10AD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT 70 EXCEED 450. GENERAL CONSTRUCTION REQUIREMENTS L 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 14-I9. INSTALLATION SHALL BE OF GOOD WORKMANSHIP AND AS PER MANUFACTURER'S RECOMMENDATIONS. 2. PROVIDE WATERPROOFING TREATMENT OVER AT ALL EXPOSED CONCRETE SLABS AT BALCONIES AND TERRACES. 3. PROVIDE FIRE STOPPING TO CUT OFF CONCEALED DRAFT SPACES BOTH VERTICAL AND HORIZONTAL. FBC 2014 4. PROVIDE FIRE STOPPING TO OUT OFF CONCEALED DRAFT SPACES BOTH VERTICAL AND HORIZONTAL. FIRE STOPS SHALL BE PROVIDED AROUND TOP, BOTTOM, AND 61DE5 OF SLIDING POCKET DOORS. 5. PROVIDE 12" HIGH WATER HAMMER ARRESTING CHAMBER AT EACH FIXTURE GROUP. 6. CONTRACTOR SHALL PROVIDE SEPARATE BIDS FOR COPPER ALUMINUM AND PVC WATER LINES. 1. ALL MATERIALS AND FIXTURES USED MUST BE BRAND NEW. 8. STRUCTURAL WOOD SUCH AS 4XWS OR 4X6'S SHALL BE DOUGLAS FIR 2X4'S USED FOR STRUCTURAL WOOD POST COMPOSITE, YELLOW SOUTHERN PINE 02 OR BETTER REFER TO STRUCTURAL PLANS. S. ALL ROOF JOIST, TRUSSES, LOOKUPS, BEAMS AND GIRDERS SHALL BE SECURED WITH APPROVED METAL STRAP, CLIPS, AND ANCHORS AT CONNECTIONS IN ACCORDANCE WITH FBC 2014. REFER TO STRUCTURAL PLANS. 10. ROOF US Tft 5ESAND JOITS SHALL BE PROVIDED WITH PERMANENT CROSS/LATERAL AND ALL BRACING REQUIRED TO RESIST UPLIFT AND LATERAL FORCES IN ACCORDANCE WITH FBC 2014, REFER TO STRUCTURAL PLANS. 11. ALL ROOF TRU88ES SHALL BE ANCHORED AT EACH END TO CONCRETE BEAM OR NAILED TO O A TOP PL TES WITH THE APPROVED STRAPS SPECIFIED AT THE STRUCTURAL PLANS IN ACCORDANCE WITH FBG 2014. REFER TO STRUCTURAL PLANS. 12. FOR MINIMUM CONCRETE COVER OVER REINFORCING STEEL REFER TO STRUCTURAL PLANS DESIGN CRITERIA ELECTRICAL PLAN NOTES 1. ALL SMOKE DETECTORS BHA" BE BATTERY BACK-UP TYPE. SMOKE DETECTORS SHALL BE INTERCONNECTED 60 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 BLEEPING PURPOSES 3. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC 1103 4 110.21. 4, ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY RM., DINING RM., LIVING PRIM, STUDY, HALLWAYS, BEDROOMS, CLOSE75 AND FOYER SHALL BE ARC -FAULT PROTECTED. 5. ALL 125 VOLT I5 4 20 AMP RECEPTACLES IN61"ALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT AS PER NEC 406.11 6. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250.94, 2011 NEC. 1. GARAGE DOOR OPENER TO BE GFI PROTECTED, ALL RECEPTACLES IN THE GARAGE TO BE GFCI RATED. 8. OUTSIDE RECEPTACLES, RECEPTACLES AT BATH, GARAGE AND ALL KITCHEN RECEPTACLES ON COUN7ER7OPS 8HAL1_ BE GF.1. 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 EASE FLOOD ELEVATION. 13. IT 18 SUGGESTED £ Ep THAT YOU CONFER WITH F O I A PER OW AND LIGHT L R D 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 544ALL HAVE BUBBLE COVER PLATE. 11. A MINIMUM OF 1S PERCENT OF THE LAMPS IN PERMANENT INSTALLED LIGHTING FIXTURES SHALL BE HIGH EFFICACY LAMPS. FBC-R404.1. 18. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED. FBC-R402.45. IS. LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE NEC 410.16(A) AND (B). 20. ALL GFCI DEVICES SHALL BE READILY ACCESSIBLE. NEC 210.6, 21. ANY STUB UP CONDUIT 87AKES USED FOR SUFPORT OF UNDERGROUND CONDUITS IN THE SLAB SHALL BE KEPT BELOW THE FINISHED SLAB TO PREVENT THE INTRUSION OF TERMITES. MCA FBC 110.3.11. PLUMBING NOTES I. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH P.B.C. P2105 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 102101.1 F.B.C. 3. 0181-OSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 4, vENTS PENETRATING THROUGH A WALL MUST BE A MIN OF 10' FROM AN ADJOINING LOT LINE 4 10' ABOVE GRADE PER FBC P3103b 5. CONDENSATE DRAINS MUST B£ A MINIMUM OF 12" FROM THE BUILDING. 6. WATER SERVICE PRESSURE RELIEF VALVE SHALL COMPLY WITH P.B.C. 6013 T W.H.P. 4 T. VALVE 4 LINE SHALL COMPLY WITH F.BL, 504.6 TABLE P2903.2 I MAXIMUM FLOW RAPES AND CONSUMPTIONS FOR PLUMBING FIXTURE8, FIXTURE FITTINGS. AND APPLIANCES PLUMBING FIXTUR OR FIXTURE FITTNG PLUMBING FIXTURE OR FIXTURE FITTING LAVATORY FAUCET 1.5 GPM AT 60 P81 SHOWER HEAD' 15 GPM AT 80 PSI 51NK FAUCET 15 GPM AT 80 PSI WATER CLOSET 1.28 GPM AT 60 PSI c DISHWASHER (ENERGY STARNIATER SENSE CERTI 65 GALLONS PER CYCLE OR LE!D) WASHING MACHINE WATER FACTOR OF 8 OR LOJ.E (ENERGY STARiU.ATER SENSE CERTI FOR 51, 1 GALLON PER MINUTE - 3.185 L/M I POUND PER SQUARE INCH - 6.895 kPa A. A HANDHELD SHOWER SPRAY IS AL60 A SHOWER HEAD, B- CONSUMPTION TOLERANCE SHALL BE DETERMINED FROM REFERENCE STANDARDS. C. WATER FACTOR IN GALLONS PER CYCLE PER CUBIC FOOT. I. SHOWER CONTROL VALVES SHALL COMPLY WITH P21083 FBCR 2. FIXTURE FLOW RATES SHALL COMPLY TABLE 2903.2 FBG-R B. PROVIDE THERMAL EXPANSION TANK AT WATER HEATER TO COMPLY WITH P2SO3.4 ��ai�T��=3111�1i� • � 5TH EDITION (2014) FLORIDA BUILDING CODE - RESIDENTIAL 5TH EDITION (2014) FLORIDA BUILDING COPE - PLUMBING 5TH EDITION (2014) FLORIDA BUILDING CODE - MECHANICAL 5TH EDITION (2014) FLORIDA BUILDING CODE - FUEL GAS 5TH EDITION 12014) FLORIDA BUILDING CODE - ENER_ Y' 5TH EDITION (2014) FLORIDA BUILDING CODE - ACCESSIBILITY 2011 NATIONAL ELECTRIC CODE NFPA 101- LATEST EDITION APPLICABLE BUILDING CODE DESIGN 18 BASE ON MOST RECENT APPLICABLE CODES AS ADAPTED AND INTERPRETED BY CONTROLLING JURISDICTIONS TO THE BEST OF ARCHITECT'S OR ENGINEER'S KNOWLEDGE TYPE OF OCCUPANCY OCCUPANCY: GROUP "R3" - SINGLE FAMILY RESIDENTIAL TYPE OF CONSTRUCTION TYPE OF CONSTRUCTION: TYPE '55" UNPROTECTED/UNSPRINKLERED ZONING DISTRICT PALM CITY, FLORIDA ZONING CLASSIFICATION-RE5IDENTIAL WING INDEX ARCHITECTURAL CS - COVER SHEET Al - FLOOR PLAN A2 - ROOF FLAN A3- FRONT AND REAR ELEVATIONS A4 - RIGHT SIDE AND LEFT SIDE ELEVATIONS A5 - BUILDING SECTION$ DETAILS DI - TYPICAL CONSTRUCTION DETAILS D2 - ARCHITECTURAL DETAILS D3 - TYF. WALL SECTIONS AND TYP. DETAILS STRUCTURAL 501 - FOUNDATION / FIRST FLOOR COLUMN5 51 -AST LEVEL BEAMS / FLOOR / ROOF 5D1 - NOTES, SGHEDULE5, MISC. 5D2 - WALL SECTIONS, NOTES, SCHEDULES, MISC. MEP El - ELECTRICAL PLAN MI - MECHANICAL FLAN GRAPHIC SCALE PI - FLUME31NG FLAN F2 - PLUMBING R15ER DETAIL REFERENCE SECTION REFERENCE ELEV = AFF. jh-EI-EVA71ON HEIGHT REFERENCE IV 4) NORTH ARROW QPLAN REVISION LABEL INTERIOR ELEVATION LABEL A BUILDING LOCATION REFERENCE MARK 5 CANNEL By St Lucie County NON 15EARING PARTITION fi?iii>i��tillTi2�!ititl�l!i!l!i illi- • - - • SOPFIT LINE ABOVE 5OFF17 IN PROFILE aaa�ria�H , Nau� �.a��a. ��iwa31 /-7i t -o 7F 11 ST, LUC IE COUNTY BUILDn1G DIVISI N REVIENVER FOR REVIEWS i` DATE, PLAN \ P III MUST BE KEPT ON JOB OR NO INSPE ION WILL BE NtADE. CONCEALED FASTENERS OR ATTACHMEN i ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, ALL MANUFACTURES LADLES SHMNG U FACTORS AND SHGC COMPLIANCE WRH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 1 i OEC 2 9 2011 I LANC ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG AR0011598 PHONE: 561 750.5551 FAX : 561 750-0036 DUL• ARCHITEMoLANCARCHITECT.NEf WEB: WWW.LANGARCHITECT.NET M4 M0CIr,gW D ELEVATION A PALM CITY, ST. LUCIE COUNTY, FL GARAGE LEFT LOT #5 PROJECT NO. 17,006.01 PROJECT MCI: DHL DRAWN BY: MS SUBMITTAL DATES PERMrr SET _ 12.01.17 REVISION DATES: Y...................... FLOOR PLAN LEGEND: ❑A REFRIGERATOR SPACE ❑B DOUBLE SINK WITH DISPOSAL ❑° DISHWASHER ❑D 30" COOKTOP ❑E LINE OF CABINET ABOVE 42" ❑P 36" HIGH COUNTER ❑ DOUBLE OVEN ❑H WASHER 4 GAS DRYER SPACE ❑ LAUNDRY SINK W/ UPPER GAB. ❑U AIR HANDLER UNIT AIR CONDENSING UNIT 7 ARCH OPENING SEE BUILDING 5ECTIONSON BHT A5 LL FLAT HEADER SEE BUILDING SECTIONSON BHT AS ❑M 22" X 56" ATTIC AGGE55 PANEL, A 30" MIN. UNOBSTRUCTED HEADROOM MUST BE PROVIDE ABOVE THE AGGE55 OPENING. ❑N ELECTRICAL PANEL SURFACE MOUNTED ❑0 ELECTRICAL METER ❑P DRYWALL FINISHED PANTRY CLOSET WITH SHELVES DRYWALL FINISHED LINEN CLOSET WITH SHELVES (5)-16 SHELVES) ❑R SHELF 4 ROD ❑s CAT II SAFETY GL. SHOWER ENCLOSURE ❑T 24" (W) CAT II SAFETY GLASS DOOR �Q BATH CABINET (SEE NOTE BELOW) GAS WATER HEATER x MILLWORK ❑ LINE OF COFFER CEILING DROAPED BEAMS NOTES: I. BATH CABINET NOTES: 36" HT. BATHROOM CABINET A/4" TOE 5PAGE W/6RANITE COUNTERTOP. IN/ FULL LENGTH MIRROR ABOVE BATHROOM CABINET. PROVIDE 5AGKIN6 SUPPORT. FOR MILLWORK AND BATHROOM RECESS NICHES REFER TO INTERIOR DESIGN DRAWINGS. AREA CALCULATIONS: A/C SPACE 3,215 SQUARE FEET GARAGES 680 SQUARE FEET COVERED ENTRY 64 SQUARE FEET ENTRY 488 SQUARE FEET COVERED PATIO 3133 SQUARE FEET TOTAL 4,110 SQUARE FEET LAI I 80'-0" OVERALL LENGTH 10'-1" i'-3iz" 4'-IV2' 3'-5V2" 3'-31'2" 12'-10" 6'-I" 5'-1" OS (D 31 TEMP. b 5 OTEMP. O O o d) c TEMP. 4" II'-10" ESRE55 1'-4" 5'-0 4" ESRE55 12'-O" 4" 2' " " H.B. fV i — — — — — — — — In I u5 21411 10'-41' ❑Y 2:_4::EG -%' SHOWE cc),:TUB • 42" HT. KNEE WALL WG �/ b I zm O 12" SHOWER SEAT s PROVIDE CABINET m02 Il" MAX RIGHT ❑ ❑ SHOP DWl's5. 1 ® — I r ❑ L BEDROOM 2 I ��UNER'S LAV ATH 2 BED 000 3 R I M I _ OWNER'S o f � ,� BATH � � �� 5Ll1TE L V. I0 -0 CLG. L cLG. 2'-m" I0 -(D" cLG. L 8: 8" ........... 10 _0:: CLG. p 1 a 18'-0" x 15'-0" '-0" 4" -8" l'-0" 3'-8" LANE OF O.H. GARAGE DOOR ABOVE O v q I - 10'-8" CLG. A.P.F. — I — 03 c} O in mm2 mm2 O j GARAGE— p m LAV 9'-8" x 21'-0" I v I I o v I w l ;1- m 4" 5'-211 4�� 3'-8" �� . R I :;1-- -- --- �� 4:: 6'-10l 6:: 4:_8:: 13'-0" p 8:: ❑M mml VA IE�CARD ORI I 9 10'-01,0 _ R CLO. - fl m p m m 1 I 1'-b" 4" '-O" — - — — — _ J ILL EL VALEN ® �u Ll -10" R HU. :fl LL 6ARASE INRIOR� m = s L—----------J -- = mm3 v Q NWLLSAN w n u e CEILING ui O PROVIDE = W.1.C. s j lY N '4!-44" ry Nw�_ iv mm2 4" CLEAR AROUND A 2'-O" — — — — �i 4 — — 2'-0" O _i JR L NDR1 (TYPICAL)DENI:�ii 4'-0" 4'I 15-4" 1 4" o _ 8,.6„xm,.a, 1 _ � m m-m c 2 _ — ! 10'-0" x 13'-4" ry 10'-81, CLG. = w O = � _—� � _ � _ � = 2 -10, 11 T3'-5" 411 i'-8" 8" ,_ 8" !3 4 Q 21 ABOV. - Lll�❑R 51_8:: � II H I L I I O = : :: 5 -4 i - m- 0.1 m i'-l0" 2'-8" 12'-2' 8„ O o — CASUAL �c " All S ON SAND, S"I o — c m DINfNC _ FIRST FLOOR . O 6 1=OYER Q TYP. ITCH AWAY J �o _ N 2'-O" CLG, 20 -0 xl0 -6 �„ 2 - mI0:_01: CLG. — 1 7— / / — 15 -�.'� PAVERS OVER — - .:.. - i0 LL COMPACTED 5AV (V -1 ---------� V - �t --- I —— — — — — — — — — --- T pOOR G NTINUO 5 ❑�' l`UO mmlo MEANS OF EGRESS AND EMERGENCY MEANS OF iv TUT P I FL _ _ _ _ _ _ ESCAPE. LANDINGS/ FLOORS - - _ _ !" LANAI 1 1 4" � ' AT THIS MEAN OF EGRESS m I 35'-8" x ll'-O" 1 1 1 1 i I0'-0" CLG. A.F.P. 1 I 20`-6" 1 1 13�Pz4'-0" 2' 0" 5'-2" DOOR SHALL NOT BE MORE THAN ITiz" LOWER THAN THE TO 20'-8" 8' II I DW ❑ g 002 _ FBC 2014, SECTION II LuI I PAVERS ON SAND, I I m I I z ® MIN I/2" SYP. BOARD OR �� 2" SLOP oa I TYPE PITCH AWAY= w d 0 b" a -' GREAT 'n I I b N Q I I �, J `� ® mn PLUDR e EQUIVALENT ® GARAGE Io NTERIOR l LALLS AND S 5 D. PAVER ---�EILIN6 �w b ROOM b o I I ❑B Im"EWIDE o I� ° KITCHEN wG I 01 N 20'-O'x20:_6p I 1 10'-0" CLG. L --J < CLG.17 .4 j° 2 CAR GARAGE I I I OI I 19:_8l: x 211_0:1 II I L-- — — — — — — — — — — — - I `� ms PANTRY = E Q BOLLARD (5EE j FOUNDATION PLAN) D�RY�JALL �U�D OUT \ 8:: I8::1 8° = 20'-0" REP�'-2:: 1 :: ❑ 20'-81, FRAME C.L.G. TO 30° 0'-4" c 1 ivm — Lml ,,4 ELECT. iv 1 — � — EDGE OF PAVERS 12 13 ❑o I'-4" q'-0° 8:: 51-0" 51-4/2" 34'-8 Q I I'-0:: 11 uvrKALL LCNC71 H WALL TYPE LEGEND : El tYPICAL EXTERIOR PARTITION WALL (BEARING) 8" GMU WALL WITH ONE LAYER OF 1/2" GYPSUM BOARD ON Ix 2 PRESSURE TREATED WOOD FURRING AT 16" -24" O.G. W/ R-4.1 ALFOIL INSULATION ON INTERIOR AND 1/8" MIN. STUCCO FINISH ON EXTERIOR 0 GARAGE TYPICAL INSULATED PARTITION WALL N%-BEARINb) ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH SIDES OF 3 5/8" 4 5 1!2" 25 GAUGE METAL STUDS 6 16"-24" O.G. MAX. PROVIDE MIN. R-11 BATT INSULATION - REFER TO PLAN FOR LOCATIONS. 2 ❑r TYPICAL INTERIOR PARTITION WALL NO UMMING) ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH SIDES OF 3 5/8" 4 5 1/2" 25 GAUGE METAL STUDS ® IFi"-24" O.G. MAX. 2X WOOD STUDS s 16"-24" O.C. MAX. 4 TYPICAL STONE VENEER EXTERIOR PARTITION MALL (BEARING) 8:: CMU WALL WITH ONE LAYER OF 1/8" MIN. STUCCO FINISH ON EXTERIOR .AT BOTH SIDES FLOOR FLAN SCALE: 114" . 1'-0" 1• 1 LANG ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA RECL AR0011598 PHONE: ((561 750.5551 FAX • (561 750.0036 MI; AK11IT"OLANCARCHITECTNEF WEB: WWWLANCARCHITECT.NET 5524 MOCKINGBIRD ELEVATION A PALM CITY, ST. LUCIE COUNTY, FL GARAGE LEFT LOT #5 PROJECT NO: 17.006.01 PROJECT MGR. DHL DRAWN BY: MS SUBMITTAL DATER PERMR SET 1=17 REVISION DATES: ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA M. AR0011598 PHONE: (561) 750-5551 FAX : 561 750-0036 EMAIL ARCHITECTS®LANGARCHITECTNEF WEB: WWW.LANGARCHITECT.NET 04 MOCO D ELEVATION A PALM CITY, ST. LUCIE COUNTY, FL CARAGE LEFT LOT # 5 PROJECT NO. 17.006.01 PROJECT MOU DHL DRAWN BY: MS SUBMITTAL DATES: PERMIT SEE UOILV REVISION DATES: SIiEEf� EXTERIOR DOORS / WINDOWS SCHEDULE ID WILDOOWA/DOOOR DESCRIPTION FLAN?5 OHFNING R�mAf�p MF FOR EX�ERµOR O EXTERIOR 25 SH 31U'1' X 63" EGRESS 38" X 63" 2O EXTERIOR FIXED 38" X 24" TEMP, 39 X 25" O EXTERIOR 25 SH 31" X 63" EGRESS 38" X 63" Q EXTERIOR FIXED 26" X 24" TEMP. 21 X 25" Q5 EXTERIOR FIXED 26" X 24" TEMP. TI X 25" Q EXTERIOR FIXED 26" X 24" TEMP. 21 X 25" 0 EXTERIOR H35 SH 26 1/2" X 63" 21 1/2" X 63" EXTERIOR H35 SH 26 112" X 63" 21 1/2" X 63" O9 EXTERIOR 26 SH + FIXED + 26 SH 31"X16" + 31'X16" EGRESS + FIXED + EGRESS 141" X 63" 0 EXTERIOR H36 SH + FIXED + H36 SH 26 1/2"X16" + 58"9(16" + 26 11/1"X16" EGRESS + FIXED + EGRESS 112" X TES" EXTERIOR SLIDING GLASS DOOR (4) 46" X'36" 4 PANEL, CENTER SPLIT 192" X 59 1/2" 2 EXTERIOR H36 SH 26 112" X 16" 21 1/2" X 1(p" 3 EXTERIOR H36 SH 26 1/2" X 76" 21 1/2" X 76" 4 Q EXTERIOR O.H. GARAGE DOOR 92" X 96" (('' p y D REE y�IyT p +i1AEL OT LE18 THAhI 10(D GFM C60 8Q. IN.) PER MOTOR VEHICLE. 192" X 96" 15 EXTERIOR ENTRY DOOR. 12" X 96" W/ ROUNDED TRANSOM 14=36" 14" X 132" I6 EXTERIOR 26 5H 31" X 16" 38" X 16" IT EXTERIOR 26 SH 31" X 16" 38" X 16" 8 EXTERIOR O.H. GARAGE DOOR 96" X 96" P LE SEE yC� � Sj, O PERpMOT OR I00 FM 96" k 96" 19 EXTERIOR 26 SH 3111 X 16" 38" X 16" ® EXTERIOR 26 SH 31" X 16" 38" X 16" 21 EXTERIOR 14 SH 19 1/8" X 50 5/8" 20" X 50 5/8" 3I EXTERIOR FIXED 26" X 24" TEMP, 31 X 25" IMPACT NOTE NOTE: THIS STRUCTURE SHALL HAVE ALL EXTERIOR GLAZED OPENINGS PROTECTED BY IMPACT RESISTANT GLASS, WITH SOLARBAN 10XL LOW-E GLASS, BEARING A PRODUCT APPROVAL ACCEPTANCE NUMBER. FRONT. GARAGE AND ANY SIDE SERVICE EXTERIOR DOOR SHALL BE IMPACT RESISTANT. EGRESS NOTE EGRESS TYPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDE A CLEAR OPENING OF NOT LESS THAN 20"44" IN HGT. AND 5.1 5Q.. FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FIN. FLR. LEVEL THE CLEAR OPENING SHALL ALLOW A RECTANGULAR SOLID WITH A WIDTH AND HEIGHT THAT PROVIDES NOT LESS THAN THE REQUIRED 5.1 50_FT. OPENING AND A DEPTH OF LESS THAN 20 INCHES TO PASS FULLY THROUGH THE OPENING. CF.BC. 2014 SECTION R310). ARCHITECTURAL WINDOW STYLE: COLONIAL STYLE WINDOWS ONLY AT FRONT ELEVATION, REAR AND SIDE ELEVATIONS ARE FULL GLASS WINDOWS. WIND PRESSURES + 40.01, -43.84 PSF ® + 42.71, -46.54 PSF + 37,53, -41.3S F'SF + 35.96, -39.53 PSF + 34.50, -38.90 PSF INTERIOR DOOR SCHEDULE: DOOR TYPE FRAME REMARKS NO, W H T INT - HINGED - SINGLE MAT. DET. 0�0 2'-8" 8'-0" 1 3/8" INT - HINGED - SINGLE MTL 20M - WEATHER STRIPPING 20 MIN. RATED W/SELF CLOSER. ® 2'-8" W-O" 13/8" INT - HINGED - SINGLE WD 003 2'-6" 8'-0" 13/0" INT - HINGED - SINGLE WD 004 2'-4" 6-0" 13/8" INT - HINGED - SINGLE WD 2'-0" 8'-0" 1 3/8" INT - HINGED - SINGLE WD 06 2680 8'-0" ,. 1 3/8" INT - HINGED - DOUBLE WD 26W ® 2'-4" 8'-0" 1 1 3/5" SHOWER ENGLOSUIFE DR WD TEMP. ®, 6'-0" 8'-0" 1 3/8" MT - BI-PASS WD 2 PANELS ® 5'-0" 8'-0" 1 3/8" INT - BI-PASS WD 2 PANELS DOOR FRAME SHALL BE SOLID 2 x 4 RABBITED WOOD FRAME AS PER FBC 2014 CLOSING DOOR SHALL BE TIGHT I TOP OF EEAM — — — — — — — — — — — — — — — — — — — — — Ii^r^I^t^I Ir�P.r1pnrn ^v�lAl�lAi1�1_AI1�IA1_N' n■ III III❑ �] EII III m P7 .- . ,n n n ••- —� ♦- •GARAGE emf••- •- rrr 12 TOP OF BEAM — — — — — — — — — — — — — — — — OF BEAM TOP OF WDW t DR _. 26 SH FIXEp 26 8I-1 12 X16" Ie ELEVATION KEYNOTES I SMOOTH FINISH STUCCO 10 CONCRETE OVER NIGH -DENSITY FOAM PROFILE 2 FLAT OR 6-STYLE CEMENT TILE ROOF II HIGH DENSITY FOAM SHUTTERS- SMOOTH FINISH 3 FLAT TILE CONC. ROOF SYSTEM PER PRODUCT APPROVAL 12 3/4" RAISED STUCCO TRIM- SAND FINISH 4 PRE -PRIMED WOOD FASCIA 13 1 1/2" RAISED STUCCO TRIM- SAND FINISH 5 WALL MOUNTED LIGHT FIXTURE 14 MIRROR ONE STEP TRIM 6"- SAND FINISH 6 SLOPED CONCRETE l STUCCO RECESSED SILL 15 2" RAISED STUCCO TRIM- SAND FINISH 1 SOFFIT VENT 16 1/2" RAISED STUCCO TRIM- SAND FINISH S CRICKET 11 1/2" RAISED STUCCO TRIM- SAND FINISH 9 STUCCO OVER HIGH -DENSITY FOAM PROFILE IB. COACH LIGHT 1. 2. 3. 4. 5. NOTES: ALL TRIM THICKNESS DIMENSIONS ARE TO FINISHED SURFACE. PAINT COLOR TO CHANGE AT INSIDE CORNERS ONLY. ALL ROOF PENETRATIONS SHALL BE PAINTED TO MATCH TILE. ALL CONCRETE SILLS FLUSH CUT. REFER TO WINDOW/DOOR SCHEDULE FOR ALL SIZE AND LOCATION 0 U D-3 TOP OF BEAM — — — —12 — — — — — — — — — — ELEV +15'-1 1/2" �4 TOP OF BEAM — — - — ELEV. +10'-0" -- �®� -- --��— TOP OF WOWtDR -�-- L® ELEV. TOP OF — — — — — — FINISH FLOOR h ELEV. !0'-0" �KJ 26 SH 2 1'2m' X 26�" FRONT ELEVATION SCALE: 1/4" = 1'-0" IImIIIICo =11110ll I0H36 SHPIXEE=)H36 SH 58' X16 " ------------- TOP OF BEAM, 4 ELEV. +15'-1 12° 1 116'-m"XB'-0" 6LDG DOOR REAR ELEVATION TOP OF TOP OF WDW 11 ELEY. SCALE: 1/4" = 1'-0" LANG ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG. ARD011598 PHONE: 561 750.5551 FAX : 561 750-0036 BAAII: ARCHITEMoLANCARCHIIECTNEF WEB: WWW.LANGARCHITECT.NET 5524 MOCKINGBIRD ELEVATION A PALM CITY, ST. LUCIE COUNTY, FL GARAGE LEFT LOT # 5 PROJECT NO. 17.006.01 PROJECT MGR: DHL DRAWN BY: MS SUBMITTAL DATES: PERMIT SET 12U1.17 REVISION DATER SHEET: 44! �` e TOP OF BEAM ELEv. E .1 1/2" TOP OF BEAM � ELEv. TOP OF WDW a DR. ELEV" — — TOP OF FINISH FLOOR ELEV.l0'-0" TOP OF GARAGE FINIS FLOOR W/2" SLOPE 5'-5" 12 TOP OF BEAM —----------4-- ELEV. +15'-1 I!2" TOP OF BEAM ELEV: dm'-m" TOP OF WDW E DR ELEV. +8'-0" — — 9 12 4� HEADER — — AT TUB c� e TOP OF BEAM ----------- ELEV.+15'-112" TOP OF BEAM ELEV. +10'-0" TOP of ,Ow a 1 - — — — — — — — — — — — — — — — — — — — ® � 4 4 ❑ ELEV. +8'-0° O 25 5H "� 38X�Ep 25 SH 2 x 24�" 2�xX24�" 26 XP24�" � 1 36 x 77 H35 SH -------------- -------------------- 12 H36 5H ELEVATION KEYNOTES I SMOOTH FINISH STUCCO 10 CONCRETE OVER HIGH -DENSITY FOAM PROFILE 2 FLAT OR S-STYLE CEMENT TILE ROOF II HIGH DENSITY FOAM SHUTTERS- SMOOTH FINISH 3 FLAT TILE CONC. ROOF SYSTEM PER PRODUCT APPROVAL 12 3/4" RAISED STUCCO TRIM- SAND FINISH 4 PRE -PRIMED WOOD FASCIA 13 1 1/2" RAISED STUCCO TRIM- SAND FINISH 5 WALL MOUNTED LIGHT FIXTURE 14 MIRROR ONE STEP TRIM 6"- SAND FINISH 6 SLOPED CONCRETE / STUCCO RECESSED SILL 15 2" RAISED STUCCO TRIM- SAND FINISH 1 SOFFIT VENT I6 1/2" RAISED STUCCO TRIM- SAND FINISH 8 CRICKET 11 1/2" RAISED STUCCO TRIM- SAND FINISH 9 STUCCO OVER HIGH -DENSITY FOAM PROFILE 18 COACH LIGHT L 2. 3. 4. 5. NOTES: ALL TRIM THICKNESS DIMENSIONS ARE TO FINISHED SURFACE. PAINT COLOR TO CHANGE AT INSIDE CORNERS ONLY. ALL ROOF PENETRATIONS SHALL ESE PAINTED TO MATCH TILE, ALL CONCRETE 51LLS FLUSH CUT. REFER TO UJINDOWDOOR SCHEDULE FOR ALL SIZE AND LOCATION fRIC_:�HT ELEVATION SCALE: 114" = I'-0" TOP OF FINISH FLOOR ELEV. !0'-0' ------------------- TOP OF BEAM ELEV. +15'-1 V2" TOP OF — — — — — — — FINISH FLOOR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ELEY.sO'-0" TOP OF GARAGE FINISH FLOOR W/2" SLOPE GARAGE DCOR LEFT ELEVATION SCALE: 1/4" = 1'-0" LANG AIA ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG AROM1598 PHONE: (561) 750.5551 FAX : (561) 750.0036 MU ARCHITiMOLANCARCHITECTNEF WEB: WWW.LANGARCHITECT.NET 5R4 MOCU"RD ELEVATION A PALM CITY, ��STT.+.��LU�pCIIE�E//C.�O�U'NTTF Y, {L LOT #5 PROJECT NO: 17,006.01 PROJECT MGL DHL DRAWN BY: MS SUBMITTAL DATES: PERMIT SET 12.0117 REVWON DATES: SHEET: AP'P'ROVED 1/2" GYP. BOARD. CLG. ON MTL. HI -HATS FASTENED t0 BOTTOM OF FLOOR/ROOF TRUSSES. REFER TO STRUCTURAL DUA5 FOR — ATTACHMENT TYPICAL COFFER D. AIL 0 AL STUDS PARTITION 1/2" GYP. DRYWALL ATTACHED TO METAL STUDS TOP OF BEAM 12 4L__� ` TOP OF BEAM ELEV. +I@'-@" TOP OF WDW a DR. ELEV. F,81 11-6" O.H. TY TOP OF FINISH FLOOR ELEV- s@'-@" — — 0 TOP O 1 BEAM TOP OF BEAM o� \ / / f OVEFED PATIO — OVER COMPACTED SAND SLOPE PAYER5 PITCH — AWAY Y ELEV. +i@'-@" - TOP OF WDW 4 DR. ELEV. +8'-@�� O.H. TYP. TOP of FINISH FLOOR ELEV. s@'-@" ENTRY SCALE: 1/2" = 1'-0' INTERLOCKING PAVERS OVER COMPACTED SAND SLOPE PAVERS PITCH AWAY CONC. SLAB - REFER TO STRUCTURAL PLANS FOR SIZE 4 REINFORCEMENT.ITYPJ — FLAT OR S-STYLE CEMENT TILE ROOF — — — — — — — — — — — — — — — — — — — — — — —.-- — — — — — — — REFER TO TYPICAL — — — R-20 SPRAY FOAM COFFER DETAIL INSULATION SHEET A-6 PREFAB. ENG. WOOD ROOF TRUSSES ® 24" Or — AS PER MFG SPECS. I _ L _J — — — — — _ TOP OF BEAM ELEV. A7-8" — — — — — — — — — — — — — — — — — — — — — — — — — — — — —' — — CASUAL DINING HALL_ // f=q ER\ // OVERED ENTRr ENTRY MONOLITHIC FOOTING. REFER TO STRUCTURAL PLANS FOR SIZE 4 REINFORCEMENT. (TYP.) OVERED ENT' FOYER \ INTERLOCKING PAVERS OVER COMPACTED SAND SLOPE PAVERS PITCH AWAY CONC. SLAB - REFER TO STRUCTURAL PLANS FOR SIZE 4 REINFORCEMENT.(TYP.) 0 0 ESECTION AA SCALE: 114" = V-@" — — — — — — — — — — — — — — — -- REFER TO TYPICAL — COFFER DETAIL R-20 SPRAY FOAM SHEET A-6 INSULATION PREFAB. ENG. WOOD ROOF TRUSSES * 24" AS PER MFG SPECS. D-5 1 TOP OF BE ( ELEV. +I@'. TOP OF WDW 4 DR. ELEV. +'-@" H. TYP. TOP OF FINISH FLOOR — ELEV. --------------------------- TOP OF BE 2 ELEV.'11'.8" Q4 / / O / � O v — \\ CASUAL DINING/ \ KITC4 rN5Z GREAT ROOM BEYOND MONOLITHIC FOOTING. REFER TO STRUCTURAL PLAN5 FOR SIZE 4 REINFORCEMENT. (TYP.) 11 TOP OF BEAM ELEV. +1@'-@" TOP OF WDW 4 DR I'-6" ELEV. +8'-0" i. TYP TOP OF FINISH FLOOR VERED PATIO INTERLOCKING PAVERS OVER COMPACTED SAND SLOPE PAVERS PITCH AWAY ESE CT I Oil 515 SCALE: 114" = I'-@" HEADDON LANC AIA ARCHITECT ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG, AR0011598 PHONE: (561) 750.5551 FAX : (561) 750.0036 MU ARCHOECTM"CAROffIFCTNET WEB: WWWLANGARCHTTECT.NET 77 ♦ l T � O H � 5524 MOCKINGBIRD ELEVATION A PALM CITY, ST. LUCIE COUNTY, FL GARAGE LEFT LOT # 5 PROJECT NO. 17.006.01 PROJECT MI DHL DRAWN BY: MS SUBMITTAL DATES: POW SET V.&LT/ REVISION DATES Y BAND MOLDING DETAIL D-2 T-8" 1 32' 1 82 NOTE: W =1/2 OPENING DIM. ADD 2" WHEN 3'-1" • INSTALL OVER STONE OR STUCCO FINISH INSTALLED IN STONE �P�\�5 �'J WALL. % _ — —— ------------- ------- • FIN. TO HAVE TRADITIONAL LOOK& ` SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED -- ------ ----- --�jON NOTE: w � VERIFYEXACT DIMENSION • INSTALL OVER STONE OR STUCCO IN FIELD ADD 2" WHEN INSTALLED FINISH WALL. ON STONE • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 8" • FOAM/ EPS MATERIAL 6„ 2" w 6„ VARIES = c7 100 TEXT. STUCCO FINISH _ z R8 2 SET 6• DIAM DECORATIVE w o is MOTIF. WITH POLYURETHANE FOAM ;o N > m ADHESIVE HANOI-STICK N (V APPLIED FOAM W/ STUCCO FINIS 0 GLUE OR EQUAL 2d FRONT PERSPECTIVE SIDE T' DIAM DECORATIVE MOTIF. FOAM 1" THICK h w WITH TOP COAT ruv CEMENTICIOUS FOAM, SIMULATED PIPE VENT 6" DIAMETER. TOP OF PIPE TO MATERIAL MEASURE 6" AND SLOPE DOWN 220. THIS DRAWING INDICATES 4" 4" THE SIZE AND SHAPE OF THE VENT. REFER TO THE EXTERIOR ALUMINUM BRACKET ELEVATIONS FOR LOCATION AND QUANTITY. ELEVATION SECTION "c1d 6" EQUALTO HALFWINDOW N WIDTH i+) 5„ 2'-11' 5„ HARD- COATED EPS BAND T-9" ADD 2" WHEN INSTALLED IN STONE APPLIQUE DETAIL D-1 BAND MOLDING DETAIL D-3 SHUTTER DETAIL D-4 NOTE: • COACH LAMP FINISH TO BE SELECTED. • TO BE INSTALLED AT T-4" ABOVE FINISH FLOOR 2'-0" w N 0 000 OO o 0 �9 O O 6 d O oO0 O O OCo O 6XII SPANISH TILE IV O 000 0 o O 0 V o— — — O — — — — — — — — — — — — O — — V - <V 0 0 000 0 O 000 --- ---- C'IN 'h ° LCJ O OOO OOO 0 C 0 0 0 0 " RAISED — — — — — _ STUCCO BANDING — — — — — — ---- CORBEL REFER — — — — — — — — — — — — — 000 o 0 000 0 0 FASCIA BOARD _----- TO DETAIL9.7 — — — — — — — �+ q COACH LAMP D 2„ N 4 10O0 0 0 0 0 DOo v N I � , 1" 612 1". 1 n N. - -N II 4„ 8, 0O0 0 0 � 82 O O O O O O O \\\\\\ COACH LAMP. OOD OOO 1, D-6 \ 1n c CV O O OOO O 0 OOO O O O 0 OCO 0O0 ;N PROFILE <V O O OOO O O 000 OOO 0 0 OOO 0 0 6„ 5,_0, 6„ 1" r' ARCH. ENTRY OPENING r' r' TRIM DET. G FD-J D- f7 6'-4" ENTRY DETAIL D41 LANG ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG AR0011598 PHONE: (561) 750.5551 FAX : (561) 750-0036 IirLNL• ARCHITEMoLANWCHBtCTNET WEB: WWW.LANGARCHITECT.NEF ry SM4 MOCKINGBIRD ELEVATION A PALM CITY, ST. LUCIE COUNTY, FL GARAGE LEFT LOT # 5 PROJECT NO: 17.006.01 PROJECT MGR: DHL DRAWN BY: MS SUBMITTAL DATES: PERMIT SET U01.17 REVISION DATES: SHEEP: •e "��y D3 u APA PLYWOOD SHEATHING PAPER BACKED TYVEK BUILDING WRAP ®ilm. N. $TUCCO WALL NOTE: MINIMUM 2" OVERLAP ON WHERE SPECIAL CONDITIONS EXIST, IT VERTICAL FLANGE OF MAY BE NECESSARY TO INCREASE THE FLA5HIN6 WIDTH OF THE PAN FLASHING. IN ALL GASES, PLA5HIN6 SHALL BE DESIGNED WEEP SCREED 57U000 TO ADEQUATELY DIRECT WATER BACK MINIMUM 11/2" CLEARANCE ONTO THE TILES. TO HORIZONTAL FLANGE OF FLASHING---c-� i PAN FLASHING PRE-EN6R. WOOD TRUSSES I ® 24' O.G. — (SEE 57RUC7ARAL ORAWIN65) COUNTER FLASHING DETAIL AT ROOF -TO -WALL INTERSECTION NOT TO SCALE FLAT OR 6-STYLE TILE NOTE: ALL EXTERIOR WINDOW AND DOOR OFENIN65 TO HAVE WATER RE515TIVE SELF-ADIHEARIN6 MEMBRANES EXTEND TO THE SURFACE OF THE EXTERIOR WALL FIN15H - PER AAMA It STANDARDS SEALANT — ALL AROUND ALUM WIND - EXTRU510N ALUMINUM WINDOW HEAD DETAIL CBS D3 SCALE: 5" = 1'-0" NOTE: ALL EXTERIOR WINDOW AND DOOR OPENINGS TO HAVE WATER RESISTIVE SELF-ADHEARIN6 MEMBRANES EXTEND TO THE SURFACE OF THE EXTERIOR WALL FIN15H - PER AAMA 111 STANDARDS GYPSUM BOARD GYPSUM BOARD ON Ix P.T. FURR'6 SEE ARCH. x9 P.T. WD BUCK SET IN SEALANT W/ CASE HARDENED NAILS PER 5TRUCT. SEALANT ALL AROUND PLATE GLASS TINTED TEMPERED A5 REQ'D ON Ix P.T. a. Gp STUCCO FINISH FURR'G SE ON GONG / ARCH. GMU SEE ARCH. 15/32" X COX EP05URE TAPCONLS PER �� a I PLYWOOD SHEATHING STRUCT. PLANS OR AS PER PRODUCT APPROVAL ¢. Ix4 P.T. VC. BUCK SET IN SEALANT VV CASE HARDENED "� i- SEALANT ALL NAILS PER 5TRUCT. AROUND ALUMINUM DOOR ALUMINUM DOOR FRAME ALUMINUM DOOR FRAME HEAD DETAIL CBS D°J SCALE: 3" = I'-0" (2) COATS OF 1/2" MIN. STUCCO ON a" cr1.U. WALL CONT. METAL FLA5HING METAL FLASHING FLASHING DETAIL AT HIP ROOF C.B.S. WALL D3 SCALE:3/4' e l'-O' HEAD FLASHING BEND HORIZONTAL 24A6JASE. �SLLOPE F'�'E DOM / p051TIVE DRAI/ / / / / / / / / / / / FIRST, COVER 5HEATHIN6 AND WINDOW OPENING WITH NAGE (15 TO 18 % SLOPE) / / / / / / / / / / BUILDING WRAP. INSTALL / / / / / / / / / / PER MAUNUFACTURERS SPECIFICATIONS BEND FRONT PIECE / / / / / / /. /f / / BACK / / 1, / / / / / SECOND, CUT W ILOIN& WRAP AT WINDOW OPENING PER MAUNUFACTURER5 FLASHING, / / /I/ / / / / / �/ / 5PWPICA71ONS,FOLD EXCESS WRAP FROM SIDES AND BOTTOM INTO OPENING AND SECURE. MEMBRANES A / / / / / / 6/ / / / / / THIRD, GUT HOUSE WRAP AT SHEATHING / / / / / / / / / / / / / WINDOW HEAD CORNERS 2x STUD / / / / / / / y / / AND FOLD UP TO ALLOW NON MEMORY FOR WINDOW HEAD FLANGE MEMBRANE / / / / / / / / / ,/ / / / TO BE PLACED DIRECTLY FLASHING / / / / / / I / / ON THE SHEATHING PEEL AND SEAL MEMBRANE TAPE SILL PLATE ORDER OF WATER PROOFING INSTALLATION NOTE ALL EXTERIOR V410ON AND DOOR OFENIN65 TO HAVE WATER RES15TIVE 5ELF-ADHEARIN6 MEMBRANES EXTEND TO THE SURFACE OF THE EXTERIOR WALL FIN15H - PER AAMA 11I STANDARDS SEALANT STUCCO FIN15H ON ALL AROUND CON, FILLED CMU #5 VERT' SEE STRU SEALANT J GYPSUM J ALL AROUND BOARD SEE ARCH. ALUMINUM WINDOW JAMB DETAIL CBS D3 SCALE: 3" = I'-0, NOTE: ALL EXTERIOR WINDOW AND DOOR OPENIN66 TO HAVE WATER RESISTIVE SELF-ADHEARIN6 MEMBRANES EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH - PER AAMA III STANDARDS 57000O FINISH ON GONG FILLED CMU W #5 VERT SEE 51RZT Ix4 P.T. WID. BUCK SET IN SEALANT AU CASE HARDENED NAILS PER 5TRUCT.- TAPGON5 PER 5TRUCT. PLANS OR AS PER PRODUCT Ix3 P.T. WD BUCK SET IN SEALANT W/ CASE HARDENED NAILS PER 5TRUCT. TAPCONS PER STRUGT.PLANS OR A5 PER PRODUCT APPROVAL SEALANTALL ROUND ALUMINUM DOOR ALUMINUM DOOR FRAME APPROVAL 6YL PSUM BOARD SEE ARCH. ALUMINUM DOOR FRAME IAMB DETAIL CBS D✓ SCALE: 5" = 1_0" r---------L�---- _ _ =71 I I I UNFOLD BUILDING WRAP SET WINDOW IN WRAPPED AT THE WINDOW HEAD AINDOAOPENING A AND LAY FLAT OVER ON UOUSFULL BED LN( THE HEAD FLASHING OF SEALANT AT HEAD AND JAMBS OF WINDOW I FLANGE. IN57ALL HEAD FLASHING I WITH A LAYER OF 6" SEAL ALL FACTORY S PEEL AND SEAL TAPE JOINTS IN WINDOW I AT TOP OF FLASHING AND ATTACHMENT II DIRECTLY TO THE LOCATIONS AT THIS ( I SHEATHING TIME. I I I I I I I I NOTE: PEEL E SEAL MEMBRANE 30 mll. SELF ADHESIVE AATERPROOF MEMBRANE Al EMUL511FIED I PRIMER BASE. TYPICAL ALL PE TO COVER FULLW IDAH OF L----- _---J L ----- I OPENINGS. STEP STEP V c NOTE: ALL EXTERIOR WINDOW AND DOOR OPENINGS TO HAVE WATER RESISTIVE 5ELF-ADHEARIN6 MEMBRANES EXTEND TO THE SURFACE OF THE EXTERIOR WALL FIN15H - PER AAMA III STANDARDS PLATE 6LA55 TINTED TEMPERED AS REQ'D ALUM WIND EXTRUSION SEALANT ALL AROUND TAFCONS PER STRIUCT. PLANS. ORS. A5 PER PRODUCT APPROVAL? 5TUCCA FINISH ON CONC / OMU SEE ARCH. Ix5 P.T. WD BUCK SET IN SEALANTIW CASE HARDENED NAILS FER 5TRUCT. SEALANT ALL AROUND SILL SEE ARCH 4" CONCRETE OAP GYPSUM BOARD ON Ix P.T. FURR'6 SEE ARCH. ALUMINUM WINDOW SILL DETAIL CBS D3 SCALE: 5" = 1'-0' G as d� n 2x6 P.T. ATTACHED TO COLUMN SEE 5TRGT. OR MANUFACTURES SPECIFICATIONS FOR FASTENERS 6ALV. STEEL TRACK BRACKETS SEE 5TRUCT. OR MANUFACTURES SPECIFICATIONS FOR FASTENERS STUCCO OR BBLOOCK ( SEE N 5TRUCTURAL 0W6'5) CONT. CAULK P.T. WD SHIM Ix6 CEDAR TRIM GARAGE DOOR 6ALV. STEEL TRACK BRACKETS SEE 5TRUCT. OR MANUFACTURES SPECIFICATIONS FOR FASTENERS GARAGE BUCK ATTACHMENT NOT TO SCALE .I 2C HEAD REFER TO STRUCTURAL DRAWIN65 FOR WOOD FRAMIN6 SPACINI6 (2) GOATS OF 1/6" MIN. 57XCC FINISH OVER PAPER BACKED SELF FURRING 6ALV. MTL. LATH OVER TYVEK R-IQ MIN. GATT. INSULATION BUILDING WRAP OVER 5/8" COX APA PLYWOOD SHEATHING %,, 5/8 COX PLYWOOD SHEATHING I/2" GYP. 00ARD 2ND LAYER OF 4' WIDE SELF- ADHESIVE, WATERPROOF MEMBRANE .. OVER HEAD FLASHING 4" WIDE SELF ADHESIVE VINYL TAPE WRAP AROUND WINDOW LAP TOP OVER BOT. - REFER TO STRUCTURAL OVER WINDOW FLANGE DRAWINGS FOR HEADER S,I SIZES NON-PERFORATED LP�TPEMER ALVERTICAL OVERLAPS I BARRIER N'N5T BE TAPED. (TAPE MUST BE T MOUNTING FLANGE IN MA� TD�JRBEYR)MATHER BARRIER FULL BED OF SEALED AT TIME OF IN5TALATION STUCCO CASING BEAD WITH KEEPS _,-BEALANT DETAIL WITH T.O. DOOR 8'-0" A.F.F. ALL FLOORS / BOND INHIBITING TAPE OR EQUAL . HEAD FLASHING ALUMINUM FRAME UNFOLD BUILDIN6 WRAP AT THE WINDOW HEAD AND LAY FLAT OVER SLIDING GLASS DOOR THE HEAD FLASHING URETHANE SEALANT Al BACKER ROD MEMBRANE FLASHING ZB A A AD R-IQ MIN. BATT. INSULATION 1/2" GYP. BOARD DOUBLE STUDS (MIN) AT JAMB. VERIFY REQUIREMENTS ON 5TRCTURAL OWINGS. 5/6 COX PLYWOOD SHEATHING SET MOUNTING FLANGE IN FULL BED OF SEALED AT TIME NON -PERFORATED WEATHER BARRIER OF INSTALATION ALL VERTICAL OVERLAPS !PERIMETERS MUST BE TAPED. (TAPE MUST BE SEALANT DETAIL WITH APPROVED BY WEATHER BARRIER BOND INHIBITING TAPE OR EQUAL STUCCO CASING BEAD ALUMINUM FRAME URETHANE SEALANT W/ SLIDING CLASS WINDOW BACKER ROD MEMBRANE FLASHING ALUMINUM FRAME SEE FLOOR PLANS FOR 51ZE 2A SILL NTH SEALANT DETAIL WITH BOND INHIBITING TAPE OR EQUAL SHIM AS REQUIRED ADM WINDOW SILL (TYP) URETHANE SEALANT W/ BACKER ROD., E SET PER MANUP. SPEC. STUCCO CASING BEAD MEMBRANE FLA5HINI6 SET MOUNTING FLANGE IN ` ; HI -PRESSURE SKIRT FULL BED OF SEALED AT TIME OF INSTALATION ` DOUBLE STUDS (MIN) AT SILL. HI-PRE55URE SKIRT (2) GOATS OF 116' MIN. 5TKG0 "+ FIN15H OVER PAPER BACKED R-19 MIN, BATT. INSULATION SELF FURRING 6ALV. MTL. LATH OVER TYVEK BUILDING WRAP OVER 5/6' COX APA PLYWOOD SHEATHING NON -PERFORATED HEATHER BARRIER ALL VERTICAL OVERLAPS k PERIMETERS MUST 8E TAPED. (TAPE MUST BE APPROVED BY WEATHER BARRIER MANUFAGTU LT OVER INSTALLATION GUIDE FOR FLANGE MOUNT WINDOWS. (SEAL "A5TIC) I. INSTALL MEMBRANE TO ENTIRE ROUGH OPENING. 2. JUNCTURE OF SURE -FLASH MUST BE SEALED A MIN. OF 2" BEDDING SEALANT TO BE INSTALLED AT WINDOW FLANGE UNLESS OTHERWISE INSTRUCTED BY WINDOW MANUFACTURER. THE INSTALLATION OF AN INTERIOR SEALANT DETAIL WITH TAL VALLEY CLOSED CELL BACKER ROD/BOND INHIBITING TAPE FROM THE WINDOW FRAME TO THE MEMBRANE 15 RECOMMENDED. SET IN BED 3. HEATHER BARRIER TO BE INSTALLED I' AROUND PERIMETER OF WINDOW FLANGE ALL OVERLAPS OF NEATER BARRIER N6 MASTIC MUST HAVE APPROVED CONTRACTORS TAPE INSTALLED. INSTALL FLAP AT HEAD TO PROVIDE AREA FOR HEAD FLASHING. ALL HORIZONTAL OVERLAPS TO MEET MANUFACTURERS MINIMUM REQUIREMENTS. 4. INSTALL APPROVED SELF -ADHERE MEMBRANE AT JAMBS OF WINDOW FLANGE. 5ELF-ADHERED MEMBRANE SHOULD BRIDGE WEATHER BARRIER FLANGE JUNCTURE TO PROVIDE A WATERTIGHT SEAL. 5. INSTALL METAL HEAD FLASHING AS PER ARCHITECTURAL DESIGN, INSTALL APPROVED SELF -ADHERED MEMBRANE TO MEMBRANE VERTICAL LES OF METAL FLASHING. SELF -ADHERED FLASHING TO EXTEND A MIN. OF 2" PAST METAL HEAD FLASHING. 6. RE -INSTALL WEATHER BARRIER FLAP OVER 5ELF-ADHERED FLASHING AND METAL FLASHING, TERMINATION OF WEATHER 2 AND WATER 5HIELD BARRIER TO RECEIVE APPROVED CONTRACTORS TAPE. 1. SELF -ADHERED MEMBRANE INSTALLED OVER WEATHER BARRIER INCISIONS MADE TO FORM FLAP, EATHIN6 WINDOW I' ASSHING DETAIL AT WOOD FRAME WALL INEERED WOOD TRUSSES D3 JSCAE 1/2= = le FIRST, APPLY ONE LAYER OF 6" PEEL AND SEAL MEMBRANE TAPE OVER FLANGE AT EACH JAMB. ALIGN BOTTOM WITH 5070M OF SILL TAPE. EXTEND JAMB TAPE 6 ABOVE WINDOW HEAD. APPLY 6" PEEL AND SEAL TAPE AT HEAD ON TOP OF JAMB TAPE. SECOND, APPLY PEEL AND SEAL TAPE OVER BUILDING WRAP AND JAMB MEMBRANE FLASHIM4 THIRD, APPLY SELF -ADHERED MEMBRANE AT THE CORNERS OVER WEATHER BARRIER INCI51ON5 AT THE HEAD FLASHING FOURTH, WILDING PAPER TO BE INSTALLED UPON COMPLETION OF MEMBRANE FLASHING INSTALLATION GU9)E FOR FIANCE MOUNT WINDOWS I. INSTALL MEMBRANE TO ENTIRE ROUGH OPENING. 2. JUNCTURE OF SURE -FLASH MUST BE SEALED A MIN. OF 2" BEDDIN6 SEALANT TO BE INSTALLED AT WINDOW FLANGE UNLE55 OTHERWISE IN5TRCTED BY WINDOW MANUFACTURER. THE INSTALLATION OF AN INTERIOR SEALANT DETAIL WITH CLOSED CELL BACKER ROD/BOND INHIBITING TAPE FROM THE WINDOW FRAME TO THE MEMBRANE IS RECOMMENDED. 5. WEATHER BARRIER TO BE INSTALLED I- AROUND PERIMETER OF WINDOW FLANGE ALL OVERLAPS OF HEATHER BARRIER MUST HAVE APPROVED CONTRACTORS TAPE INSTALLED, INSTALL FLAP AT HEAD TO PROVIDE AREA FOR HEAD FLASHING. ALL HORIZONTAL OVERLAPS TO HST MANUFACTURERS MINIMUM REQUIREMENTS. 4. INSTALL APPROVED SELF -ADHERE MEMBRANE AT JAMS OF WINDOW FLANGE. SELF -ADHERED MEMBRANE SHOULD BRIDGE WEATHER BARRIER FLANGE JUNCTURE TO PROVIDE A WA7ERTl6H7 SEAL. 5. INSTALL METAL HEAD FLASHING AS PER ARCHITECTURAL DE5I6N. INSTALL APPROVED SELF -ADHERED MEMBRANE TO VERTICAL LES OF METAL FLASHING. SELF -ADHERED FLASHINS TO EXTEND A MIN. OF 2" PAST METAL HEAD FLASHING. 6. RE -INSTALL WEATHER BARRIER FLAP OVER SELF -ADHERED FLASHING AND METAL FLASHING. TERMINATION OF WEATHER BARRIER TO RECEIVE APPROVED CONTRACTORS TAPE. I. SELF -ADHERED MEMBRANE INSTALLED OVER HEATHER BARRIER INCISIONS MADE TO FORM FLAP. o INSTALLATION GUIDE FOR FLANGE MOUNT WINDOWS D3 APPLY CONTINUOU5 SEALANT BEAD AT PERIMETER NOT TO SCALE OF FLANGE PRIOR TO 5ETTN5 WINDOW DONALD HpWD�O/N� LANG AIA ARCH L1.r 1 ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG. AR0011598 PHONE: 561 750.5551 FAX : 561 750-0036 MU ARCHITE OLANGARCHITECLNLT WEB: WWW.LANGARCHITECT.NET -. N,- ---,.:, J — S W O V � U� W Q N:/ 1 M4 MOCKMRD ELEVATION A PALM CITY, ST. LUCIE COUNTY, FL GARAGE LEFT LOT # 5 PROJECT NO. 17.006.01 PROJECT MGR-' DHL DRAWN BY: MS SUBMITTAL DATES PERMIT SET_ U01.17 REVISION DATES PANEL 'A' AIC 10,000 SERVICE 120/240 SINGLE PHASE MAIN BUS 200 AMPS MOUNTING FLUSH NEMA 1 42 SPACE NEUTRAL FULL CIR POLEIBREAKER KW DESCRIPTION WIRE CIR TRIP KW DESCRIPTION WIRE 1 2PI50A 4 CU-1 6 2 2PI60A 9.6 AHU-1 6 3 CU-1 4 AHUA 5 1P/i5A 1 ATTRECEPT. 14 6 2PISOA 11 DEL OVEN 6 7 1P/20A 1.2 REFRIGERATOR 8 DEL OVEN 9 1P120A 8 ELECTRIC COOKTOP 12 10 1P/20A 6 ELECTRICAL WATER HEATER 12 11 2P/20A 1.7 DISWASHER/DISPOSAL 12 12 1P120A 6 ELECTRICAL DRYER 12 13 DISWASHER/DISPOSAL 14 1P120A 1.5 WASHER 12 15 1PI20A 1.2 MICROWAVE 12 10 2P/20A 1.2 HOOD 12 17 MICROWAVE 18 1P/20A 1.5 ICASUAL DINING 19 1P/15A 1 SMOKE DETECTORS 12 20 1P/15A 1 LAUNDRY 14 21 1P/2DA 1.8 GARAGE DOOR OPENER -GFI 12 22 1P/20A 1.5 LANAI 12 23 1P/20A 1 BATH GFI'S 12 24 1PI15A 1 KITCHEN 14 25 1P/15A 1 FOYERIEXT LIGHTS -HALL 14 26 1P/15A 1 POWDER 14 27 1P/15A 1 GAR. LIGHTS/RECEP. ATTIC, HALLWAY 14 28 iP/15A 1 BEDROOM #3. BATH #3 14 29 1P/15A i MASTER SUITE 14 30 iP/15A 1 MASTER BATH 14 31 1P/i5A 1 GREAT ROOM. 14 32 1P116A 1 DEN 14 33 1P/15A 1 IBEDROOM 92. BATH#2 14 34 2PI50A 5.5 POOL SUB -PANEL SEE BASER 35 SPACE 36 POOL SUB -PANEL 37 SPACE 38 SPACE 39 1 ISPACE 40 SPACE 41 1 ISPACE 42 SPACE TOTAL 21S TOTAL 48.8 TOTAL KW= 71.7 A/C OR HEAT Q 65%= 12,48 1ST 10 KW@100%= 10 KWX1000/240= REMAINDER @ 40%= 19.688 175.7 AMPS TOTAL LOAD TOTAL KW AFTER DEMAND= 142.168 FUTURE SUB- PANEL 'P' POOL PANEL SERVICE 120/240 MOUNTING FLUSH SINGLE PHASE NEMA 1 B SPACE AIC 10,000 MAIN BUS 200 AMPS NEUTRAL FULL CIR WIRE CIR TRIP KW DESCRIPTION WIRE 1 POOL PUMP 8 2 1115 0.5 POOL LIGHTS 12 3 taDESCRIPTION POOLPUMP 12 4 SPARE 5 6 SPARE 7 SPARE 12 8 SPARE TOTAL 5 TOTAL 0.5 TOTAL KW= S9 1C OR HEAT @ 65%= 3.20 1ST 10 KW@100%= 10 KWX1000/240- REMAINDER @ 40%= -3.1 42,29167 AMPS TOTAL LOAD TOTAL KW AFTER DEMAND= 10.13 OTALCOMBINED LOAD TOTAL KW= 77.2 1ST 10 KW @ 100%= 10 KWXI000/240= ADJUSTED KW= 57.2 REMAINDER @ 40%= 26.88 1BC9167 AMPS TOTAL LOAD AHUHEATKW= 17.5 TOTAL KW AFTER DEMAND= 44.38 + PER NEC, FOR CALCULATION PURPOSES ONLY (D4101 SF X 3W/SF = 12321 W ENERGY CODE FBC 404.1 LIGHTING EQUIPMENT. A MINIMUM OF 15 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. FAULT CURRENT CALCULATIONS 100 KVA TRANSFORMER - 28'-0" MIN. ISCA : 40,630 (GIVEN BY FP4L) 10 LINE TO LINE (L-L) FAULTS ON 2 x L x I 2 x 28 x 40 3O Im, CENTER - TAPPED I = G x EL - L P 10bmm x 240 - 89 TRAN8FORMERS _ M= I I i i M 14.89 =53 ISCA (L TO L) = 53 x 40,630 = 2L,534 AMPS 200 AMP METER MAIN 22,000 AIDCI NEMIA 3CT W429 An r-----------t7 I I I � I I l OUJNER'S I I SUITE I iI A298 1I I L---------��-J. A30 I VPO I TUB 1 � OWNER'S / BATH =01"w"m SHOWER P33 TU5 o / I A33 \ BEDROOM 2 A33. / II 30 A33 I A28 / II z A33Q \ I /� \ I Aza LAv. \ ` O g�TH 2 �� BEDROOM 3 I LA3 I, (I 30 . ^ .. A25 A33 0 ®AI9 A33 Ale (@ A2 A2B A33 Li AT IC ®A19- ��'yy �{ 214 / , _ A21 _ . A A21 Aim - 30 - _ _ _ - AHU-1 A21 A20 OA32 432 LAUNDR�i _ _ 1 I DEN f l A20 / I2 A21 I � Alb Ala GASU�AL. / I DINING / � � I 1 - - - - - - - - - - - I r---.- ------------� I I II I A31 � I I I I I I W I I I I AI1,13 I I OUTLET FOR OLU 4 DI5P. i A31 II �I I W I eREAT I Room j A31 A31 Li I I � � I I Il----------------- I L------------------J p A21 A3 A32 I / I � • - FO'i'ER � A25 N I. I I I OVEN r A32k4 / / II �81 wcl B NNN A21 A21GFCI SOH DOOR SWITCHED All LIGHT IN ATTIC[- - - - - - - - - - G,444 xE I 1 I I I F17 24 r -C EN 14 426 � , 1 Alb HOOD- A COOKT4A'l 2jAA24AMIIGRoABOVE i5. 11 d A21 1 QrrA 26 A2l L-i I A24 2,A0 AI LIGHT IND A21 �r 2 CA CAA ACC ATTICCFO R R I I I N I A24 f A24 I `^ .... A24 E. WATER / PANTRI HEATERO DRYWALL BUILD OUT L - - - REF. FRAME CLG. TO 30" AF.F. - - - - Al AROUND ELECT. PANEL A5 c� A14 = PANEL "A" WC10 AT4T _- (3) % 7HU1N-CU A34,36 ELECT. POOL 20 A WI A'2t� 2 CI) 410 CU GND 8 PANEL �� CONDUIT O FUTURE 1 PANEL PANEL "A" P„ NOTE: AI,3 CU-1 ® UJET LOCATION RATED CABLES ARE REQUIRED IN UJET LOCATIONS IN COMPLIANCE UIITHNEC 300.5 AND 310.10(C). ELECTRICAL LEGEND: TRAN8FOF IER SY FLORIDA (3) 02/0 THUJN-CU C1) ob GND BWITGH CEILING MOUNTED FIXTURE POWER 4 LIGHT IN 2" CONDUIT THREE-WAY SWITCH 1 Y WALL MOUNTED FIXTURE 04 CU GNp FOUNDATION STEEL 4 5/8" x V-0" CU CLAD DIMMER SWITCH RECESSED CEILING FIXTURE GROUND ROD - AS REQUIRED TO PROVIDE A RESISTANCE TO GROUND OF LESS THAN 25 OHM'S UNDERCOUNTER LIGHTS DUPLEX RECEPTACLE m COLD WATER FOUNDATION GROUND RODS POLED DUPLEX RECEPTACLE EXHAUST FAN PIPE STEEL ® SMOKEDETECTOR W/ SINGLE RECEPTACLE SD BATTERY BACKUP 230V OUTLET ® SMOKE DETECTOR W/ CARBON MONOXIDE COMBO SPECIAL RECEPTACLE ELECTRICAL RISER DIAGRAM DISCONNECT SWITCH p 110V FLOOR OUTLET R� ELECTRIC PANEL N.T.S. LJ PUSH-BUTTON 17 TELEVISION ANTENNA ,TL, TELEPHONE JACK L•I DOORBELL Q THERMOSTAT © JUNCTION BOX VFLOODLIGHT FLOUREBCENT LIGHT I3 ELECTRIC METER RP WEATHER PROOF VP VAPOR PROOF C�FGI GROUND FAULTED NTERRUPTER ® FAN BOX W/3 WIRE KITCHEN COUNTERTOP SWITCH Q CHIME SPRINKLER TIMER/SEN80R ® USB OUTLET ELECTfRICAL f=LOOiR FLAN SCALE: 1/4'' = I'-0' DONALD HEADDON LANG AIA ARCHITECT ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG AR0011598 PHONE: (561) 750-5551 FAX : 561 750-0036 EMAIL• AROVECTS"GARCHiTECLNEi WEB: WWW.IANGARCHITECT.NET _'� 5524 MOCKINGBIRD ELEVATION A PALM CITY, ST. LUCIE COUNTY, FL GARAGE LEFT LOT # 5 PROJECT NO: 17.006.01 PROJECT MG& DHL DRAWN W. MS SUBMt1TAL DATES: I PERMIT SET U01.17 REVISION DATER SHEET: •Q� �bD E2 FAN GVARD ww VGETAGE EIECTRR]M. PGWER SVP y I GGNCltiIE PAe 91W Wl£RNAflGKN. HGwR r ilGLB OOtM6 _ e NGF.4kAVE R:—p8kN5 WITH 1-112- TAPLiVN SCREWS Ni1D SLAA j 12 X 3/I" SCREW rvRi CASWG (M.) R6T4= PE4. WIDE l'+ w-MR CAT. 503 10X10 256 OWNERS SUITE 10X1o� 257 WALL I I RETURN 1 DUCT v SUPPLY DUCT A . H , U FLOAT SW? PRIMARY ➢RAIN DRYWALL STAND AIR HANDLER DETIAIL_ GG(tP� AC 5S PAM EOCC" RFAT P.E VEXW N W VAurra+sueim tmc RErA!f.�UFtr MAD cMC AIR COOLED CONDENSING UNIT SLAB MOUNTED MT8 TAL CFN1 LBTH 142 BEDROOM 2 7 8 X 8 8 X 8 toX10 V,T�R 8 12X12 BEDROOM 3 92 RIA 8 X 6 RA 8° 100 0 �-- —� V. T. R. 51 . 10x10 12" 611 741 1 180 f " 4e 4 °711 4'" O 20e i 1" 42 8X6 8"' 8X8 18 1®" 5" �— 18 22 8 V.T.R. 411 36X18 1 ` R' �� 12X12 6X6 0 AHU - \-"/ 39 7" RIA WIC 1211 10xio LAUNDRY 158 ❑ DEN Lam. CASUAL 116" DINING I 10x 10 139 711 10 X 10n 246 GREAT ROOM TOTAL CFM 491 1 10 X 10 �. 245 4" DRYER VTR 5" 8X8 78 FOYER:. 7" 10 X10 130 OPT RA IGE VENT 8 12" o , KITCH OU 4e 6 X 6' TOTAL Cl �' T,R. 29 7" 261 �— 6X6 44 10 x 10 4"'PANTRY 131 t REF LINES RUN OVERHEAD IN ATTIC SPACE AIR CONDITIONING FLOOR PLAN 2 CAR GARAGE GARAGE AC-1 EQUIPMENT SCHEDULE MF-G- CARRIER C.U.-- CH14NBO600C A.H.U.- FB4CNP061 HEAT- 10 KW S.E.E.R- 14.00 ELECTRIC-208-230-1 PH BRKR-C.U.- 50 AHU: 60 REF. LINES: 7/8" AND 3/8" COOL BTU 57,000 HEAT BTU 54,500 HSPF= 8.20 tF E R* AIR CONDITIONING W MECHAN I CAL, Inc. CAC1817665 1643 DONNA ROAD WP13, FL. 33409 5 6 1— 6 8 9— 1 0 9 3 831 S. KINGS HWY FT. PIERCE, FL. 34945 7 7 2— 8 7 8— 7 5 77 No. Revision/ a Date ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF PREFERRED AIR CONDITIONING & MECHANICAL, INC, NEW RESIDENCE FOR: CAL ATLANTIC HOMES PIVERBEND MODEL — MOCKINGBIRD 5524 LOT — 5. Project RIVERBEND Sheet Otte - 12-08-2D17 M -- 1 sGe N.T. S. STUDOR VENT EACH VALVE SHALL BE ACCESS[BLE FOR TOP CABINETS. --CABINET 9"IVL REVEAL. TYP. LOCATION OF STUDOR VENT (A.A.V.) STUDOR VENT SHALL COMPLY WITH SECTION 91T FB.C.P. 3/4"- THICK (MIN.) PIPE TO DISCHARGE INTO PAN HEAT TRAP PER ENERGY CODE - HOT WATER SUPPLY LIN EMBLEM AND RATING PLATE STOP 1" FROM PAN WATER HEATER PAN (OMIT ON GROUND FLR.)- 3/4"o (MIN.) PAN DRAIN PARALLEL TO P4T RELIEF.— N.TS TEMPERATURE AND PRIES. RELIEF VALVE SHUT-OFF VALVE UNION 1/2" GAS CONNECTORS DRAIN VALVE HOSE CONNECTION HOT WATER HEATER DETAIL N.T.S. SHALL BE "A.O. SMITH" OR APPROVED EQUAL WITH A 15 GALLONS STORAGE TANK, DUAL, WITH A 74 G.P.H. DRAW AND 81 G.P.H. RECOVERY AT W DE. TEMP RISE WITH AN ENERGY EFFICIENCY OF N/A MINIMUM, R VALUE I6 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 THOSE 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, IS DESIGNED TO SHUT OFF GAS FLOW TO THE BURNER AND PILOT IF POOR COMBUSTION IS DETECTED. NOTES: I. ANTI -SCALD VALVES FOR TUB/SHOWER REQUIRED 2. MINIMUM S1ZE OF ALL PLUMBING DRAIN LINE BELOW FLOOR 2 INCH 3. HOT WATER HEATER TO BE SIZE 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. 2014 RES) 2" 4 LESS DRAIN 6 1/4" DROP 3" DRAIN 9 1/0" DROP 4" DRAIN ® 1/8" DROP NOTE: WATER USE EFFICIENCY STANDARDS: ORDINANCE NO. 08-14/FBC-PLUMBING, CHAPTER (b. MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES, FIXTURE FITTINGS AND APPLIANCES SHALL COMPLY WITH PALM BEACH COUNTY CODE SECTION 8-31, TABLES T-604A AND T-P2W34a I f=L Ut* r5 f NG FL 005� FLAN SCALE: 114" = 1'-0" LANC ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG AR0011598 PHONE: (561) 750.5551 FAX : 561 750-0036 MI; ARCHITECl5"CARCHIfUNET WEB: WWW.LANGARCHTTECT.NET M4 MIOCKINCSIRD ELEVATION A PALM CITY, ST. LUCIE COUNTY, FL GARAGE LEFT LOT # 5 PROJECT N0: 17.006.01 PROJECT MGR: DHL DRAWN BY: MS SUBMETTAL DATES: Pew SET 12.01.17 REVISION DATFX PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION SANITARY PIPE — --- VENT PIPE P-TRAP WATER HAMMER ARRESTOR AIL VTR VENT THRU ROOF FLOOR CLEAN OUT �{ CO WALL CLEAN OUT FCO. FLOOR CLEANOUT VTR VENT THRU ROOF FU FIXTURE UNITS FLUMBING FIXTURI=S CONNECTION FIXTURES CW. HW. WASTE UNITS (Min. size (f.u) of trap) Chin. pipe size) BATHTUB 1/2" 1/2" 2" 2 WATER CLOSET 3/8" N/A 3"(A) 3 LAVATORY 3/8" 3/8" 1-1/2" 1 BIDET 3/8" 3/8" 1- 1/4 KITCHEN SINK 1/2 /2" 1-1/2" 2 LAUNDRY SINK 1/21I 1/2" 1-1/2" 2 CLOTHES WASHER 1/2" 1/2" 211 2 HOSE BIBB 1/2" --- --- --- SHOWER 1/2" 1/2" 1-1/2" 2 REFRIGERATOR 1/2" --- --- --- DISWASHER 1/2" 1/2" 2 CA)TRAP SIZE SHALL BE CONSISTENT WITH THE FIXTURE OUTLET SIZE - INDIRECT CONNECTION TO KITCHEN MAXIMUM FLOW RATES WC=Ilo GALLON PER FLUSHING CYCLE UR;;L0 GALLON PER FLUSH LAV=22 GALLON AT 60 psi 5H=2.5 gpm AT Sm psi TU5=25 gpm AT 80 psi SINK FAUCET=22 gpm AT 60 psi AAv. 2" VTR SANITAR`� DfRAIN 16 NTS 4"(26 FU) TO SEWER LINE DONALD HEADDON LAIC ARCHITECTURE AND PLANNI AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG AR0011598 PHONE: (5611 750.5551 FAX : 561 750-0036 11ML• ARCHITKTS®LANCARCHf K WEB: WWW.LANGARCHITECT 5524 MOCKINGBIR ELEVATION A PALM CITY, ST. LUCIE COUNTY, FL GARAGE LEFT LOT #5 PROJECT NO. 17.006.01 PROJECT MOL DHL DRAWN BY: MS SUBMITTAL DATER PERMIT SET TLO L REVISION DATES SHEET: F, C. r2 O FOOTING SCHEDULE SEE PLAN FOR LABELS of ACTUAL FOOTING TYPES BEING USED MRK S1ZE TYPE STEEL NOTES M16 16"W X 16"D MONO 2 # 5 Dia. CON'T MONO1 M16i 16"W X 12"D MONO 2 # 5 Dia. CON'T INTERIORMONO PER DIAGRAM BELOW M20 20"W X 16"D MONO 3 # 5 Dia. CON'T MONO 2 (USE FILM BCH. CHAIRS) M20i 20"W X 12"D MONO 3 5 Dia. CON'T INTERIOR MON PER DIAGRAM B OW M24 24"W X 16"D MONO 3 5 Dia. CON'T MONO 3 USE PLM BCH. CHI RS) M24C 241'W X 24"D MONO 3 # 5 Dia. CON'T INTERIOR MONO PER PLAN (P:B. CHAIRS) M28 28"W X 16"D MONO 3 # 5 Dia. CON'T MONO 4 (USE FILM BCH. CHAIRS) NIX "W" X "L" / FLU X EXTENSION 8 " W - 1 # 5 BAR T/ EXTEND and TIE BARS INTO MAIN SLAB DEPTH of MAIN FTG. 12"W - 2 # 5 BARS FOOTING STEEL, STEEL TO BE at 16"W - 3 # 5 BARS BOTTOM, U.N.O. S16 16"W X 12"D STEM 2 5 Dia. CON'T USE PALM BEACH CHAIRS S24 24"W X 12"D STEM 3 5 Dia. CON'T USE PALM BEACH CHAIRS P24 24"W X 241 X 12"D PAD # 5 at 12 O.CE.W.B. AS INDICATEV ON PLAN TYP. P24t 24"W X 241 X 16"D PAD ALLOW FOR STL. COLUMN RECESS P36 36"W X 36"L X 121"D PAD AS INDICATED ON PLAN TYP. P36t 36% X 361 X 16"D PAD ALLOW FOR STL COLUMN RECESS P48 48"W X 481 X 1211D PAD AS INDICATED ON PLAN TYP. P481 48"W X 48" L X 16"D PAD ALLOW FOR STL. COLUMN RECESS P60 60"W X 60" L X 12"D PAD AS INDICATED ON PLAN TYP. P60t 60"W X 60"L X 16"D PAD ALLOW FOR STL COLUMN RECESS T8 8"W X 8"D THICK EDGE 1 # 5 Dia. CON'T TYP. at PATIOS and/or 4" RECESS T8b 8"W X 9"-12"D THICK EDGE 1 # 5. Dia. CON'T GARAGE CURB and/or > 4" RECESS T8c 8"W X 6"-8"D CURB 1 # 5 Dia. CON'T GARAGE RECESS CURB T12 12"W X Y12"D I THICK EDGE 2 # 5 Dia. CON'T BOT. AS INDICATED ON PLAN ADD 2 # 5 BARS BOTTOM FOR EVERY 12' OF DEPTH INCREASE AS REQUIRED + PROVIDE # 4 X 60"L HOOK BARS AT 16" O.C. TOP NOTES: - TOP of ALL SUB -SURFACE FOOTINGS to be MIN. 12' BELOW FINISH GRADE, U.N.O. - FOR ALL RECESSES, EXCEPT PERIMETER BLOCK RECESS OR STEEL COLUMNS, FOOTING DEPTH'D" SHALL BE MEASURED FROM BOTTOM OF ANY RECESS U.N.O. W/ PAVERS REC. at ENTRY DOOR TRANSVERSE M� TRANSVERSE �� 1 1/2" REC. vjal BARS BARS M—i W „W„ M— O 'W ° — INTERIOR FOOTING PROFILE ALT. SHOWER ALT, 16"W W/ 2 BARS 6 RECESS, CNTR 4 8" VARIES W/ BAR IN CURB SLOPE �¢ 8' T8 T8b TSC I TI2 17 12";; " GRADE PAVERS u l GRADE �OD/jam4410 /7 �A o "° TYP. GARAGE O.H. DOOR PAVERS RLrESS "HEDULE STEEL PER I f EXTERIOR INTERIOR `M' TYPE FTGS 'P' TYPE FTGS MX PERBPLAN TYP FOOTING PROTECTION FOOTING O COLUMN SCHEDULE SEE PLAN FOR SYMBOLS of ACTUAL COLUMN TYPES BEING USED MRK SIZE TYPE STEEL NOTES C5 8" X 8" C. M. U. I # 5 BAR - C7 13 8" X 8" C. M. U, 1 # 7 BAR - C27b 0 8" X 8" C. M. U. 2 # 7 BARS - C25 ■■ 8" X 12" "0" BLOCK 2 # 5 BARS - C27 m 8" X 12" "0" BLOCK 2 # 7 BARS - C45c :: 2" X 12" "0' BLOCK 4 5 BARS # PROVIDE U S.P. "WT" TIES at EVERY OTHER MORTAR JOINT P45 W" X l" PER PLAN POURED CONIC. 4 # 5 BARS # 3 Dia. TIES at 8" O.C. P65 "W" X "L' PER PLAN "W" "C' POURED GONG. 6 # 5 BARS # 3 Dia. TIES at 8" O.C. P47 X PER PLAN POURED CONC. 6 # 7 BARS # 3 Dia. TIES at 8" O.C. P67 "W" X 1" PER PLAN POURED GONG. 6 # 7 BARS # 3 Dia. TIES at 10" O.C. P65r ® DIAMETER PER PLAN POURED GONG. 6 # 5 BARS # 3 Dia. TIES at 10" O.C. 7- 0 SEE POST SCHEDULE TUBE STEEL - SEE FLOOR and ROOF LAYOUTS TSb O BOLLARD TUBE STEEL - SEE DIAGRAM BELOW No SEE POST SCHEDULE WOOD POST - SEE FLOOR and ROOF LAYOUTS o 3"D STEEL COLUMN W/ 6" X 6" X 1/4"T STL. BEA" a Ao ;g PLATE W/ (4) 1/2" X WEDGE ANCHORS 3"L I 'I /-MIH (33) BARSEXTEND AND INTOEMBED. coL. i °• 4 BEAM ABOVE AND TSb ' to SLAB (VER. EXACT LOCATION PER ARCH, PLAN) 65r SLAB BELOW SLAeJ�L 117, , NOTES: - ALL C.M.U. CELLS W/ STEEL TO BE CONCRETE FILLED - LAP ALL STEEL MIN. 48 BAR Dia. TYP. THROUGHOUT - SEE FLOOR and ROOF LAYOUTS FOR ALL STRUCTURAL POST SPECIFICATIONS O POST SCHEDULE Imou SEE PLAN FOR LABELS of ACTUAL POST TYPES BEING USED) In TYPE NOTES mwl TYPE NOTES W14 1- 2 X 4 S.Y.P. # 2 W6 6 X 6 S.Y.P. # 2 P T. W4 4 X 4 S.Y P. # 2 P.T. W6b 6 X 8 S.Y.P. # 2 P.T. W4b 4 X 6 S.Y.P. # 2 P.T. W26 2 - 2 X 6 S.Y.P. # 211E TYP, MIN , U N f,- W4c 4 X 8 S.Y.P. # 2 P.T. W36 3- 2 X 6 S.Y.P. # 2 W24 2- 2 X 4 S.Y.P. # 2 W46 4- 2 X 6 S.Y.P. # 2 W34 3 - 2 X 4 S.Y.P. # 2 *TYP. MIN., U.N.O. _ W8 8 X 8 S.Y.P. # 2 P.T. W44 4 - 2 X 4 S.Y.P. # 2 W28 2 - 2 X 8 S.Y.P. # 2 TYP. MIN., LI N , W54 5- 2 X 4 S.Y.P. # 2 W38 3- 2 X 8 S.Y.P. # 2 W48 14- 2 X 8 S.Y.P. # 2 T35 3.5" X 3.5" X 1/4"T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN T4 4" X 4" X 1 4"T ITUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN _ f PLACED FLAT TO SHEATHING AT OUTSIDE OF WALL, PER DIAGRAM BELOW k PROVIDE BLOCKING SUPPORT TO TRUSS/GDR, PER DIAGRAM BELOW a STEEL COLUMN PAD OUT - REFER TO DETAIL "9" ON SHEET SD2 P ANCHOR W/ .145" X 1.5" L P.A.F. (PINS) TO "T_" COLUMN AT 12" O.C. t ANCHOR TO MASONRY W/ 1/4" W/ 2" EMB. TAPCONS W/ WASHERS at 16" O.C. w ANCHOR to MASONRY WALL W/ 1/2 X 4" EMB. WEDGE ANCHORS 24 O.C. (C FIRM TOP/BOT) u I ATTACH W/ 1/2" THRU-BOLTS W/ 1 1/4 WASHERS at 16" O.C. and MAX. 6 FROM ENDS. NOTE: - B. U. POSTS TO NAILED TOGETHER W/ 10D COMMONS at 6" O.C. STAGGERED EA, PLY/EA. FACE. ALL WOOD POSTS TO BE MIN. (3) 2 X 4 or (2) 2 X 6 (2 X 8), SUPPORTING HEADERS/GIRDER" PER "D-7F' on SHEET 'SD2, U.N.O. (MATCH WALL, GIRDER/HDR WIDTH) - FOR GIRDERS 2-PLY or GREATER, PROVIDE POST BELOW TO MATCH GIRDER WIDTH, U,N.O. - ALL MULTIPLE PLY POSTS SHALL BE NAILED TOGETHER W/ 16D COMMONS ® 6" O.C. STAGGERED EA. PLY/EA. FACE, UNLESS NOTED OTHERWISE, PER NOTE 2. - ASSUME POST HOT. TO MATCH BRG WALL HOT., UNLESS CALLED OUT OTHERWISE - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS. lII 111 - PROVIDE SOLID BLOCKING FROM POST THROUGH FLOOR SYSTEM to BRG. WALL BELOW O.C. MAX. STUD TO'WP8f : 28 tOD NAILS 8" O.C. GIRDER GIRDER GIRDER B. CHORD 12° to 24" STUDS -- --- ------- ---- _- ---- 'W28f TO TOP/8OT PLATE : PER PLAN BLOOWG 12 X 4 S.Y.P. ..' - 2 EA. SIDE X PO�(4) X _ (3) 10D TOE -NAILS EA, SIDE _ W1 (2) 10D TOE-NAI - EA. END TO CDR W/ 0 o FOR GDR TO WL lOD NAILS TO POSY B -11° PER PLAN POST TO SLAB : "2-D7"-�� 12' to 24" SOFR '� ANCHORS (U.N.O. ON '�'1• PLANS) PER TRUSS Y PER PLAN ANCHOR SCHEDULE TOP SIDE SIDE FRONT_ SEE "D-7F" FOR ALL OTHER FRAME WALL SPECIFICATIONS 'a 3'-0" I. 10,4' b 7-3" b 8'-2" y 16'-2" 6'-1" U 5-1" b 23'-9" +I �—-------- —6- ■ i O ■ I I I TYP gC55 1 i F I COVERED LANAI REC. 4.25", PAVERS SLOPE 1/8"/FT i M Ir III — ■ ■■- I - -----� 11'-0" 6'-4" I\/ TYP U--- TYP C2 ■ ■ ■ ■■ ■■ ■ D Y / I P N , TSb 2'-0" 4'-3"'/� \ 0 6'- 3- "1 9'-C RESIDENCE ELEV: (0'-D") TOP OF SLAB SLAB ON GRADE CONSTRUCTION 4" THICK 2500 PSI CONCRETE SLAB W/ 6" X 6" / 10 X 10 WELDED WIRE MESH ON 6-MIL VAPOR BARRIER ON CLEAN 95% COMPACTED TERMITE TREATED FILL VER. LOCATION of ALL EQUIPMENT PADS TO BE AT F.F. PER ARCHITECTURALS, 10 BE 4" ]NICK W/ THICKENED EDGES, J.N.O, TYP 1.5" PERIMETER MASONRY RECESS TYP. — — C5 —OPNG. TYP, A„ M24i LL _ Jj II 1 S" PERIMETER RECESS TYP. - + -7 I[Yi MI6 J III � i III 5'-4" O.C. MAX TYP. U.N.O. MASONRY C5 O . OPNG. TYP. TYP I . ..................I. OI m VARIES . . . . T83� ]_CAR GARAGE RECESS .4'`, SLOPE :?"Q ..........I. I. O ........ VARIES, , , .. ... ..1. 11416 MI6 PROVIPI_ 10' X 10' DBL WIRE MESH CENTER'LD ON FTC. 9'-0" Uri + + + + + + + + + + V_8" c++++++0 + + + + + ■ 00 NJ N + + + + L++ 6 ++ + + + + + + r M O _+ +� - ■ ■ tJ + I + + t + M241 + 'INN° + + T4 + + + + +TYP+ I 5'-4" 1'-4" ■ + ++++++I 5" + + .N 1- +. + + + + ENTRY 3,5 +i + + + .+�+ . REC. 4.25", PAVERS 7 -8" 5 -8" SLOPE 1/8"/FT T8b --.-' ■ I,tU( ■E3■ ■ ............... C7.. MI6. .. . . . . . . . . . . . . . . . . .TYP . . . . . . . . . . ..................................................................... ... .. .. .. .. ...I. .. .. .. ... .. .. ............. I lr , 1 GARAGE X RGC6SS. 4:', SLOPE 2". I IL 4,r . . . . . . . . . . . . . . . . . . . . �1. L I- ...... ........I. 13'-10„ . . . . . . . . . . . . 21'-4" . . . . . . . . . . . . . . ....................................... .... b.................... .... .. 1 . .......... . 2' 41' JN Sc _5-4" O.C. MAX TYP, U.N.O. 39 8" 11- 80,-0" ELEVATION "All T 11'-0" M 0 I N FOUNDATION / FIRST FLOOR COLUMNS 1/4" =1.-C VERIFY METER & PANEL LOCATIONS SEE FLOOR PLAN FOR EXACT PLUMBING LOCATIONS REFER TO ARCH PLANS FOR EXACT LOCATIONS OF OPENINGS IN INTERIOR BEARING WALLS FOLLOW PLAN FOR CELL L.O. W APPROX. EQUAL SPACING IN WALL SEGMENTS NOT TO EXCEED MAX. SPACE PER PLAN EXTRA DETAIL (Don REFERENCE DETAIL REFERENCE DD ON SHEET "SD1" INTERIOR BRG. �'�'-: WALL LOCATIONS TYPICAL POST/STEEL MASONRY 0LUMN SPEC PER SCHEDULE 100 THIS SHEET ON SHEET "S1" ON THIS SHEET "P',"T or 'C' THIS FOUNDATION HAS BEEN DESIGNED BY RATIONAL ANALYSIS TRANSFER REINFORCEMENT IS NOT REQUIRED, U.N.O. REVISIONS: SHEET DATA MODEL: 5524 COMMUNITY: RIVERBEND LOT #: 5 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 12-12-17 SHEET DESCRIPTION: FOUNDATION XXXX FIRST FLOOR COLUMNS ELEVATION: A GARAGE: LEFT BRENNAN ENGINEERING INC. 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET So Victor Hernandez = � ; L/ >23e ; O -0, > rn • ;N= p�q RA EN G\N��\\\\ 7jX7j(1\\\\\\ le, E.B. # 7686 P.E. 7 O TRUSS ANCHOR SCHEDULE SEE PLAN FOR LABELS of ACTUAL ANCHOR TYPES TYPES BEING USED CONECRON TYPE Will Q ANCHOR TYPE OTYANCHOR NAIL SCHEDULE t -PLY N OIPIFf !T`fRL1U'a C@R IPIiT NAL b LAMM F-1 LAND pet F2 Q oa. TRM 1A MA SI A l SIMPSOA24" 2 Ca C 10-10D X 1.5" 1985 LBS 14 - 16D Y565 LBS N/A, EKED 1210 1160 A l A2 SIMPSOA24" t 2 C�JC 7D-1OD X IS" 2035 LBS 12 - 16D 2700 LBS N/A' EMBED I 1520 A2 A3 SIMPSOTA24" 2 CMU COMIC 10-10D X 1.5" 2035 LBS 12 - 16D 14 - 16D 2500 3350 LBS LBS N/A ELF 1225 1520 A3 WRAP STRAP OVER TOP CHORD OF TRUSS AS ALLOWED TRUSS 11TWD B i ANCHOR TYPE SIMPSON "LSTA18" OTT 1 20 SIZE Hill to TR1R• BTRAP 10WDWL GAUGE 7 - 100 7 - 10D F•f. PR R N 1235 tPLFf LBS B 1 N.R. N • (Z-MAX) B2 SIMPSON HTS20 1 14 GAUGE 10 - tOD 1)0 - 10D N.R. N URN 1450 LBS B2 4` - FORVGIRDEERS 2-PLYD IOL-NAII 10 EA RUSS GREATER, PROVIDE POST toWOOD/� WTO WATCH O DER (WID H, N.O. �0 SIMPSON H6 STRP 1 2 1 4 W 8 - BD 8 - 8D N.R. AR N 950 LBS B6 87 SIMPSON H3 CUP 1 1 79 1fi W 4 - 8D 4 - 8D 125 160 455 LBS B7 T 5 - 14 TAPCONS W 2 EMBED PER STRAP to MASONRY N A - - 1225 LBS IT WOOD b WOOD MARK C1 ANCHOR TYPE SIMPSON "MSTA24' OTY 1 SIZE 1 1 4"W 18 GA. ANRbWOODABI 6 - 10D ANCIOWOLBB.OW 6 - 10D F-1 N.R. F3 FIR 1265 ULFf LBS C1 OYALL or P0.19 C2 SIMPSON MSTA48 1 1 1 4 W 16 GA. 7 - 10D 7 - IOD N.. 1400 LBS I C2 • (Z-MAX) C4 SIMPSON LCE Corner rr ALT. "AC4" Middle 2 1 N A 14 - 16D HEAD RS MUST BE MITERED In N A 14 - 1BID 8 - 16D H THIS ANCHOR 10 - 16D .. MO LBS C4 N.R. N.R. 985 LBS STRP to MR`LRY (T) ALT. - PROVIDE TAPCONS io MASONRY WALL - W1 1/4- `X 2 EMB, TAPCONS. PER STRAP SEE ABV. T) WD. POST b 8-0 MARK DI ANCHOR SIMPSON TIME A34 IOTT, 1 ANCEIOR b = ANCFpR b BLAB 4- BD NAILS 2- 1 4 X L TAPC7-A RLPT N A DI • (Z-MAX) D4 SIMPSON ABU88 1 12 - 1fiD NAILS 1 - 5 8 X 4 EMB. HORS 2200 LBS D4 D7 SIMPSON HTT5 1 26 - 10D NAILS 1 - 5 8 X 6 EMB. WEDGEANHORS 4350 LBS D7 + AT RECESS AREAS, WEDGE -ANCHOR EMOLUMEN TO B FROM LOWEST SLAB LEVATION WDBEAM IS MNLS MARK F1 ANCHOR SIMPSON TYPE HU28 OTYI 1 = 14 GAUGE wimbwoeDiAcHmtowooDAnmemiOMWIY 6 - 1DD NAILS 3 - 1 4 X 2 3 4 L TITEN FLN9 11 Ill 2400 LBS 1085 LPL.Ff LBS F1 • (Z-MAX) alt. HU28-2 1 14 GAUGE 6 - 15D NAILS 7 - 1 4 X 2 3 4 L 71TEN WGE 14 4350 LBS 1085 LBS alt. SIMPSON HU270-2 1 14 GAUGE 6 - 10D NAILS 14 - 1 4 X 2 3 4 L TITEN 4350 1135 YOBS LBS F2 FILL MASONRY SIX1D M SIMPSON HU210-Z 1 14 GAUGE 10 - 10D NAILS 18 - 1 4 X 2 3 4 L TITEN 5085 L 1810 LBS FZb FOR (2) COURSES alt. HU48 - FOR 11 12 or F2b IISAME ANCHORS ABV. PER CALL -CUT ON P PER ANC PER AND. aIt. MIN. AROUND N ABOVE ANCHOR TYP. U. N. 0. * - FOR 1-PLY MEMBERS, ADD 2 X 8 SYP. q 2 VERT. BILK, MAX 16 H OR FULL HT. OF TRUSS LEG, W 6-10D NAILS TO TRUSS, EQUALLY SPACED - USE TRUSS LEG, C FLANGE FOR CORNER APPLICATIONS, OR AS NOTED ON PLANS • SIM10 FGTR 1 7 GAUGE 18 - 1 4 X 3 L SDS SCRWS 2- 1 2 X 5 i. N HD 5000 LBS F42 IM N FGTR 2 7 GAUGE 36 - 1/4 X 3 L SUS SCRWS 4- 112 X S L N HD 9400 LBS F42 - FILL MASONRY SOLID BELOW TO SLAB MIN. 4 EACH SIDE AT ANCHOR BOLT - ATIIXJS • F5 SIMPSON LGUM210-' 1 12 GAUGE 8 -41 X 251 SDS SCRWS 8 -3 8 X 11 717EN 0575 LBS 3575 LBS FS FB SIMPSON HGUM5.25 1 7 GAUGE 24 -1 4 X 2.5 L SOS SC8 -5 8 X 5 L ➢TEN 25 LBS 3100 LDS FS PER SIMPSON 'HGUM7 00" 1 7 GAUCE 24 -1 4 X 2.5 L BOB SCRWS 8 -5 8 X 5 L TITEN 025 3100 LOS a 4A - USE 'CONCEALED" FLANGE FOR CORNER APPLICATIONS OR AS NOTED ON PLA #FS S- MISCELLANEOUS SPECIAL CONNECTON SEE DETAIL AS REFERENCED ON SHEET "SD1" S- D- DETAILI SEE DETAIL AS REFERENCED ON SHEETS 'SDI AND 8 D- TRS TRUSS to TRUSS CONNECTION TO BE PROVI ED BYTRUSS COMPANY UNLESS NOTED 0 HERWISE VERIFY STRAP LENGTH TO GO OVER T. CHORD W/ MIN. (2) NAILS TO TRUSS t - INSTALL ALL HARDWARE IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS - ' - PACE N. 2' TWO- SPACE MIN. 4" F DM EDGES - CAPACITIES SHOWN ARE FOR INSTALLATION IN SOUTHERN YELLOW PINE (SY.P. WMBER W ATM A446 GRADE A STEEL SIDE PLATE W NAILS AS INDICATED U.N.O. - BD = 0.131"D X 2 1 2'L 16D = 0.162D. X 3 1 2'L 10D = 0.148"D X 3"L • Z-MAX : ALL METAL FASTENERS AND A COORS USED IN WEi SERNCE CONDITION OR AGAINST PRESERVADVE TREA .WOOD REQUIRE A MNMUM OF ASTM A153, CLASS D "HOT D PPEG" GALVANIZED OR EQUIVALENT. ALL CONNECTORS IN CONTACT Wj PRESERVATIVE TREATED WDOD REWIRE A MNMa1 OF ASTM A653 TYPE 0185 ANC COATED GALVANIZED STEEL OR EQUIVALENT THE DESIGNADON 7—MAX' MUST BE ADDED TO M STOa( NU16ER i - - ANCHOR "UPLIFT CAPACITY" IS BASED ON THE WORST CASE LOAD COMBINATION BETWEEN UPLIFT and LATERAL LOAD, EFIFffR PERPENDICULAR or PARALLEL TO HE RIDGE ONE, WHEN CONSIDERING THE UNITY EQUATION", WHERE APPLIES. - THE MAXIMUM LATERAL LOAD PARALLEL or PERPENDICULAR TO HE WALL IS 180 PU UNLESS SPECIFICALLY NOTED ON THE PLANS e6- BOND BEAM SCHEDULE - _- (SEE PLAN FOR LABELS of ACTUAL BEAM TYPES BEING USED) MIRK TOP BOND BEAM) STEEL BOTfOY MAST? I SIEE- NOTES BB-1 111 (1) - 8" X 8" BEAM BIER IVER, 12W PER PLAN! (2) - 8" X 8" BEAM BLK 1 # 5 BAR ALONG T of PERIMETER 1 # 5 /CRSE N / A MASONRY WALLS, N / A I - SUPPORTING I TYP. TIE -BEAM CON'T ROOF TRUSSES, U N 0. ALT. TIE -BEAM AS NOTED ON PLAN L-0 BEAM ABOVE PER PLAN PER ABOVE 8" X 8" PRECAST "U" I AS NOTED ON PLAN L-1 BEAM ABOVE TER PLAN PER ABOVE 1 8 X 8 PRECAST U 1 5 BAR AS NOTED ON PLAN L1 BEAM ABOVE PER PLAN PER ABOVE 8 X 8 PRECAST U 1 7 BAR AS NOTED ON PLAN LW N A 8 X 8 PRECAST U 1 5 BAR AS NOTED ON PLAN L-M1 N A N A 1 8" X 8" PRECAST "Y' 1 2 # 5 BARS 1 1 TOP 1 BOTTOM ° + " at BEAM CALL-OUr INDICATES POURED ARCH BELOW PER DETAIL 31'L' (SHEET'SERT) .- A LHHAAM H H AKL BASED7OOR ELEVATION - REFER TO ARCH PLANS FOR EXACT LOCATIONS OF ALL OPENINGS IN WOOD FRAME WALL`- - FILL ALL MASONRY SOLID FROM PRECAST U" BLOCK TO LINTEL BLOCK - AT RAISED ENTRIES, ALL FILLED CELLS SHALL BE POURED TOGETHER W/ BOND -BEAMS AT TOP, TO INCLUDE INTERMEDIATE BOND -BEAMS AS REQUIRED - PROVIDE MIN. 301 x 301 CORNER BARS PER DETAIL 11 on SHEET SD2 - LINTEL RULE TOP COURSE STEEL ABOVE, IS THAT PART OF CON'T STEEL AS SPECIFIED PER TYP. WALL SECTION (SHEET "SD2") (I.E., NO ADD'T STEEL IS BEGIN ED) - FOR 16"H BEAMS, USE PRECAST "U" in LIEU of LINTEL HER O HOT. COURSE - LAP ALL STEEL MIN. 48 Bar Dia. of LARGEST STEEL of LAP TYP., THROUGHOUT - PRECAST BEAM STEEL TO EXTEND MINI, 4" PAST EA. SIDE OF OPENING SEE ROOF PLAN FOR ALL WOOD BEAM SPECIFICATIONS BEM I Z � • • Z Oq�N RUN STEEL 10 • ` FROMEA,SIDE ¢ cc • — F— m _1 SCHEDULE (.) E of AM VERIFY O PER PLANAN " SCHEDULE ULE CONCRETE BEAM SCHEDULE (SF3 PLAN FOR LABELS of ACTUAL BEAM P,PES BEING USED) MIRK SIZE (W11FO STEEL MD STEEL SOT SI #90M R E M A R K S 784 777 177 H PLN 1 2 5 - 2 # 5 - SEE PLAN FOR EXACT HEIGHT B-1 8'W X 24 H 2 # 5 2 # 5 2 # 5 12 O.C. I- B-3 ' +' at BEAM CALL -OUT INDICATES POURED ARCH BELOW PER DETAIL A'M' (SHEET 'SD2') O POST SCHEDULE Imou SEE PLAN FOR LABELS of ACTUAL POST TYPES BEING USED MIRK TYPE NOTES MIRK TYPE NOTES WN 1- 2 X 4 SY.P. # 2 W6 6 X 6 S.Y.P. # 2 P.T. W4 4 X 4 S.Y.P. # 2 P.T. WI 6 X 8 S.Y.P. # 2 P.T. W& 4 X 6 S.Y.P. # 2 P.T. W20 2 - 2 X 6 SAID # 2 *TYP.. MIN., U.N.O. Woe 4 X 8 S.Y.P. # 2 P.T. W36 3- 2 X 6 S.Y.P. # 2 W24 2- 2 X 4 S.Y.P. # 2 W46 4- 2 X 6 S.Y.P. # 2 W34 3 - 2 X 4 S.Y.P. # 2 BIE TYP. MIN., U.N.O. WB 8 X 8 S.Y.P. # 2 P.T. W44 4 --2 X 4 S.Y.P. # 2 W28 2 - 2 X 8 S.Y,P. # 2 *TYP. MIN., U.N,O. W54 5- 2 X 4 S.Y.P. # 2 W38 3- 2 X 8 S.Y.P. # 2 W48 4- 2 X 8 S.Y.P. # 2 T35 3.5 X 3.5" X 1 4 T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN T4 4" X 4" X 1 "T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN 1 PLACED FLAT TO SHEATHING AT OUTSIDE OF WALL, PER DIAGRAM BELOW k PROVIDE BLOCKING SUPPORT TO TRUSS/GDR, PER DIAGRAM BELOW 0 STEEL COLUMN PAD OUT - REFER TO DETAIL 9 ON SHEET SD2 P ANCHOR W/ .145" X 1.51 P.A.F. (PINS) TO "T_" COLUMN AT 12" O.C. t ANCHOR TO MASONRY W/ 1/4"W/ 2" EMB. TAPCONS W/ WASHERS at 16" O.C. w ANCHOR to MASONRY WALL W/ 1/2,X 4 EMB. WEDGE ANCHORS 24 O.C. (6 FIRM TOP/BOT) u ATTACH W/ 1/2" THRU-BOLTS W/ 1 1/4 WASHERS at 16" O.C. and MAX. 6 FROM ENDS. NOTE, - B. U. POSTS TO NAILED TOGETHER W/ 10D COMMONS at 611 " O.C. STAGGERED EA. PLY/EA. FACE. BYE- ALL WOOD POSTS TO BE MIN (3) 2 X 4 or (2) 2 X 6 (2 X 8), SUPPORTING HEADERS/GIRDERS PER 1-71F" on SHEET "SIDS!", U. N.O (MATCH WALL, GIRDER/HDR WIDTH) - FOR GIRDERS 2-PLY or GREATER, PROVIDE POST BELOW TO MATCH GIRDER WIDTH, U.N.O. - ALL MULTIPLE PLY POSTS SHALL BE NAILED TOGETHER W/ 16D COMMONS O 6" O.C. STAGGERED EA. PLY/EA. FACE, UNLESS NOTED OTHERWISE, PER NOTE 2. - ASSUME POST HOT. TO MATCH ERG WALL HGT., UNLESS CALLED OUT OTHERWISE - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS. iIFBIF- PROVIDE SOLID BLOCKING FROM POST THROUGH FLOOR SYSTEM to BRG. WALL BELOW STUD TO 'W28P : GIRDER GIRDER GIRDER B. CHORD p"STUDS AB 2 10D NAILS 8' 0.0 12" toL24 AN ---- _--- -- ---- VV TO TOP/EDT PLATE : NOCIBX:I 2 X 4 SY.P. (3) 10D TOE -NAILS EA, SIDE Y 2 EA. 0DE OF POST W/ (2) 10D TOE -NAILS EA END TO ®R W7 (4) i w F10D NAILS TO POST qt GDR TO WE l I PER PLAN POST TO 9iW : "2-D1'�` '-11' SOFFl ANCHORS (U.N.O. ON PER12' to 24- PLANS) PER TRUSS PLAM SCHEDULE ANCHOR TOP SIDE SDE FRONT 2 SEE -0-7F" FOR ALL OTHER - FRAME SPECIFICATIONS WALL O HEADER SCHEDULE SEEN FOR LABELS of ACTUAL HEADER TYPES BEING USED PLA MW TYPE N O T E S 140' - HEADER 'E� - ENGINEERED '-N - NAILER H310 (3) 2 X 10 S.Y.P. # 2 TYP. HEADER TO BE USED OVER ALL OPENINGS, U.N.O. (SEE D-7F) AW ALT. Ha8' (4) 2 X 8 S.Y.P. # 2 IN WALLS H212 2 2 X 12 S.Y.P. 2 ALT. HEADER TO H310 H312 3 2 X12 S.Y.P. # 2 ALT. HEADER TO 1310 HE (2) 1 3/4" X 11 1/4" _ SIMPSON 1/4" X 3 1/2 BIDS SCREWS AT 8" O.C. STAGGERED MICRO -LAM BEAM _ Hi2 H 4 S.Y.P. # 2 NAILER ROOF and/or CLG CONT NAILER or BLKG. W 16D NAILS at 6 O.C. or 3 - 16D NAILS PER EA. WEB/STUD THAT IT CROSSES or 3 - IOD NAILS EACH END IF BLOCKING, W/ ALTERNATE 1/4' Dia, TAPCONS W/ _1 1 2" EMBED to MASONRY 16' O,C. or (2) PER BLOCK U,N.O. H48 _ 6 S.Y.R. # 2 NAILER AN NOR W 1 4 X 3 L TAPCONS 12 O.C. HN26 2 X 6 S-Y.P, # 2 NAILER at TOP and BOTTOM CHORD of TRUSS W 1 4 Dia. PARSONS W 12-X 2" EMBED at 8" OC. to MASONRY W/ 4 - IOD TOE -NAILS FROM TOP and BOTTOM CHORD (2/3IDE) AS REQUIRED NOTE r - ALL OTHER WOOD BEANS TO BE MN. 2 - 2 X 12114 Z NALED TOOETFEii W/ 2 ROWS OF 1DD C01MMONS at G O.C, UNLESS CALLED OUT OTHERWISE. - ALL WIDOW HEADERS TO BE 2 - 2 X ID S.YP.4 2 W/ V27 RHCH PLATE, NAL PER ABOVE ALL 2 X 12 BULT-UP HEADERS ARE ASSUMED TO BE CONT TO BIRO PONES at EA. SIDE I I BB-1 TYP. BOND -BEAM AROUND T. of MASONRY WALLS U.N.O.. W/ HGTS. AS LABELED PER PLAN USEDANCHORS FOR ALL ROOF TRUSSES THAT Ai CROSS OVER ANY MASONRY WALLS, U.N.O. MAX. DESIGN UPLIFT FOR TRUSSES OVER C.M.U. (1:300 LBS, UN.O. U =Boo Al L-0 L-0 24"H 24 H 24"H 24"H / 24'H 24"H I + + + + + + + T �+ + + + + 1b+ L-BRACE / + COF+ 4 1 D-39 + + + + + + + + + + W-BRAC O+ + + + + + - - N + II + + + \ _+ I 10"CLG + + + TYPICAL L-0 L-0 L-0 ,I/ I 24"H / 24"H 24"H / I II I III 10' CLG 10' CLG m'I \ TYPICAL / + RECESS o I - -- -- 2 --- --I F_ J long CL -- 71 \ � � -V III I�X/I \ DIF Y-"".� ldJ++++ +m+ + + + +----- -- AIII I31"H L_---G M GDR n 6W,T.at100 ------_--- -- 2 - 2XS - -- -- -- ---- UNDER EA. TRS. U = 1200 D-7F 132 \ 6"W, T. at 10'0" Al \ / 2 - 2X STUDS / UNDER EA TRS / U = 1200 U =` 1000 00 \ WCE, . + RECESS \ _j J \ \ \ 7 lip, 16"H � I I =1«= D-7F B I I 132 U = 1200 \' 10' CLG \ TYP- ICAL +_+\+ P + + + +—+ + + _+i0_o+SCE Air +T+ + + + + + +� AS +SIR aBE ++ )N + + + + + T++1 \. m +RON + + + + + ++(I \ +1+ __-±_ + + + + + + + + + + + + +1 �++III + + .I+ - 11' + + + +i++ gl + + + + +% + h So rIF Qri+ + + + / + ++� ++.IN + + + + +/ + + 4++ a +I+ +-! - +- 12 - - 110- +1 + + + +` + + N + L,.-.-�T--- -- A--.---,--.�+ + l + + + + ++ 1 a + + + + + + 6 4"H L-a \ 24"H L-o \ BB_1 TYP. BOND -BEAM AROUND T. of MASONRY WALLS U.N.O- WI HOTS. AS LABELED PER PLAN USEDANCHORS FOR ALL ROOF TRUSSES THAT CROSS OVER ANY MASONRY WALLS, U.N.O. MAX DESIGN UPLIFT FOR TRUSSES OVER C.I.U. (1300 LBS, UN.O •NNE! f iml IIS PE v Ha L-o III _i �- `® 11 �� w I �i%�®�, 1. I)Log Y r.� I � � o o N W I N] 4 •- O o 00 I N t � ►7mW B7 I D-IFI i 10' CLG I �I TYPICAL I- — oIC COT Lu Lu mI 1 UI L-BRACE = L _ !! J D-39 J U W-BRAC d -I — \ 10' CLG oil + RECESS \ \ I ---------- ----- ----------- --- ----------------- - __._-___ ELEVATION `AIL U /�=900 3 9 1ST LEVEL BEAMS, FLOOR and ROOF TRUSS LOAD DESIGN - 45 P.S.F. I HEEL TYPE - STD. I OVERHANG - 18% U.N.O. TYPICAL PROFILE - "A" ELEV. TYP ROOF PITCH, U.N.O. - 4 / 12 TAIL CUT - PLUMB RETURNS - RAKED U.N.O. ON PLAN HOT. ` SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF ALL CLG CHANGES 4 L-I INDICATES TIE -BEAM STEP LOCATION TYP. PER "D-26" on SHEET "SD2" - 1ST or 2ND PER. MASONRY BLOCK WALL (HGT. PER PEN) PER "D-7" on SHEET "SD2" - 1ST or 2ND PER. FRAME BRIG. WALL (HGT. PER PLN) PER "D-7F" on SHEET "SD2" -BALLOON FRAME WALL (HGT. PER PLN) PER "D-78" on SHEET "SD2" - TYPICAL BEAM/LINTEL��HDR SPEC TYPICAL A PER SCHEDULE ON THIS SHEET Q- t4k'B4DR SPEC PER O Of 'L" O -.TYPICAL ANCjt SCHEDULE" on THIS SHEET TYPICAL POST/STEEL/MASONRY COLUMN /� -TYP. MASOtY C E) E7 , , " O SPEC PER SCHEDULE ON THIS SHEET B - TYP WOOD MISC. OTHER "P", '1' Of "C PER SCHEDULE TYPO O CONICAL NECTIONSAAS REFERENCED OONAL ESHEETS DSDI IL AND "SDY T n- I onmTHIS SHEIETREFERENCE 31 1 - TYP. ANCHQR FOR TOP/BOT. CONNECTION SPEC PER TRUSS ANCHOR SCHEDULE" on THIS SHEET `UPLIFT CAPAgTY IN POUNDS WANPTY UPLIFT LBS ANCHOR TYPE SaTOP. ANCHOR_ 2-B1 _(Ni _ NCHOR TYPFOR (AS REWIR�EO) —ANCHOR TYPE SHEET DATA: MODEL: 5524 COMMUNITY: RIVERBEND LOT #: 5 DRAWN BY: Si CHECKED BY: RC/VH DATE: 12-12-17 SHEET DESCRIPTION: 1ST LEVEL FLOOR, BEAMS & ROOF ELEVATION: A GARAGE: LEFT BRENNAN ENGINEERING INC 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET: si Victor Hernandez V�A11111111/�� i - 7:S N = �n % rF DE 1 F �i®l pR/DA ;Wrsl / Z EN 4 \\\\ E.B. # 76�c31 ��'E. 7 Y b NOTE S GENERAL NOTES: 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS, CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. AS A MINIMUM, CONSTRUCTION SHALL COMPLY WITH THE 2014 FLORIDA BUILDING CODE: RESIDENTIAL, ASCE 7-10: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES., ACI 318-11: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE., ACI 530-11: BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES, AISI S100: SPECIFICATION FOR THE DESIGN OF COLD -FORMED STAINLESS STRUCTURAL MEMBERS., AISC 360-10: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS., AND NDS 2012: NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. 4. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEERING, TEMPORARY BRACING, GUYS OR TIEDOWNS, 5. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DESIGN CRITERIA : WAND : DESIGN IN ACCORDANCE W/ F.B.C. 2014, ROOF : T. CHORD L. L. - 20 psf RESIDENTIAL, W/ LATEST SUPPLEMENTS, ILL• B. CHORD L. L - 10 psf and ASCE 7-10 (NON -CONCURRENT) - BUILDING DESIGN : ENCLOSED T. CHORD D. L. -- 15 psf - BASIC WIND SPEED : 170 MPH B. CHORD D. L - 10 psf - BASIC WIND PRESSURE : 33.96 P.S.F. TOTAL LOAD : - 45 psf - RISK CATEGORY : II �(. TRUSS SHOULD BE DESIGNED FOR A LIVE LOAD OF 20 psf. ON THE - INTERNAL PRESSURE COEF.: .18 - ASD FACTOR FOR WIND : BOTTOM CHORD IN ALL AREAS WHERE A RECTANGLE 4YH X 241 WILL FIT - WIND EXPOSURE : C. MISC. DEAD LOAD : SEE ARCHITECTURAL DRAWINGS, BY OTHERS, - MEAN ROOF HGT. 1-STORY <-20'-0" FOR ALL FLOOR COVERING SPECIFICATIONS IS A CONTINUOUS LOAD PATH PROVIDED : - YES SHOP DRAWING REVIEW: ARE COMPONENTS and CLADDING DETAILS PROVIDED : - YES 1. SHOP DRAWINGS WILL BE RENEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ENGINEER TO REVIEW. 2. ALL SHOP DRAWINGS SHALL BE RENEWED BY THE CONTRACTOR, PRIOR TO SUBMITTAL TO THE ARCHIECT/ENGPIEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED. UNCHECKED. TRACT DOCUMENTS ARE PROHISIC WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. FOUNDATION / SITE PREPARATION: 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 psf, FOOTING EXCAVATIONS AND SLAB Y DENSITY T A F THE MODIFIED PROCTOR MAXIM UM DRY SUBGRADE SHALL BE COMPACTED TO A DR S OF A LEAST 95 % 0 H MOD 0 TOR DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-2487. TREAT ALL SOIL FOR TERMITE PROTECTION. 2. CONTRACTOR SHALL PROVIDE 6 MILL POLYETHYLENE VAPOR BARRIER OVER CHEMICALLY TREATED SOIL UNDER FOUNDATION SLABS. 3. THE OWNER SHALL RETAIN THE SERMCES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION of SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE REWORKED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE OBTAINED FROM A CERTIFIED AGENCY. CONCRETE: 1. CONCRETE SHALL MEET, AS A MINIMUM, F.B.C. W/ LATEST SUPPLEMENTS, TABLE R402.2 MINIMUM SPECIFIED 2. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: - 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE (SEE PILE PLAN, IF APPLIES, THAT WILL SUPERCEDE) - 3,000 PSI REGULAR WEIGHT FOR BEAMS, AND COLUMNS (SEE "FOUNDATION PLAN, IF OTHER, FOR SPECIFIC REQUIREMENT IN LJEU OF THIS SPECIFICATION) - 3,000 PSI MIN. COURSE GROUT, "BOND BEAM" (BEAMS) and FILLED CELLS (COLUMNS), U.N.O. 3. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +/- 1" PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. 4. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: - 1 1/2" FOR # 5 Dia. BAR AND SMALLER - 2" FOR # 6 Dia, BAR AND LARGER C. FOR CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 3/4" FOR SLABS, WALLS, AND JOISTS 1 1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, AND STIRRUPS FORMWORK: 1. FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK REINFORCING STEEL: 1. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI-318 STANDARDS AND SPECIFICATIONS. ALL HORIZONTAL and VERTICAL BARS SHALL LAP 48 BAR DIAMETERS of LARGEST STEEL IN LAP for FOOTING, DOWEL and BEAM STEEL TYP., UNLESS NOTED OTHERWISE. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS : # 4 Dia. BAR - 25" # 6 Dia. BAR - 36" # 5 Dia. BAR - 30" # 7 Dia. BAR - 42" 2. PROVIDE 30" X 30" CORNER BARS LAPPED and TIED to EACH BEAM REBAR, TYPICAL AT ALL CORNERS PER DETAIL 11 on SHEET SD2. WELDED WIRE MESH: 1. WELDED WIRE MESH SHALL BE ASTM A-185, GRADE S5, FREE FROM OIL, SCALE, AND SHALL BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. MASONRY: 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATIONS MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES and SPECIFICATIONS FOR MASONRY STRUCTURES and COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. 2. PROVIDE 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCING at 16' O.C. TYR (VERIFY WIDTH PER PLAN) 3. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN - BOND UNLESS - PSI. BLOCK SHALL BE PLACED USING RUNNING CONFORMANCE WITH ASTM C 90, GRADE N, fm - 15Q0 OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COARSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP of 8" to 10". USE ONLY MECHANICAL MBRATION TO CONSOLIDATE GROUT. 4. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. ALLOW A MINIMUM 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. 5. LAP VERTICAL REBAR 6 X BAR NO (48 BAR DIAMETERS)., U.N.O. 6. MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR'. THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR' OR A "CERTIFIED STRUCTURAL MASON" AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIA11ON (FC&PA). THE SENIOR MASONRY SUPERVSOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. STRUCTURAL STEEL : L THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9th EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A-53, GRADE B, TYPE E OR S. Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 2. ANCHOR BOLTS AT COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD. 3. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL WOOD : 1. WOOD FRAMING STRUCTURAL MEMBERS: # 2 SOUTHERN YELLOW PINE (S.Y.P. # 2) (UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS Fb =. 1000 PSI AND A MODULUS OF ELASTICITY = 1,600.00 PSI (THIS DOES NOT INCLUDE INTERIOR NON -LOAD BEARING STUD WALLS, U.N.O.). 2. ROOF SHEATHING: 19/3Z CDX GRADE PLYWOOD, UNLESS NOTED OTHERWISE, 3. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED. 4. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. TRUSS NOTES : 1. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE ARCHITECT/DESIGNER PRIOR TO THE FABRICATION OF TRUSSES. 2. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-02, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION", AND "TPI/WTCA BCSI 1" COMMENTARY and RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. 3. METAL STRAPS & ANCHORS FOR ALL WOOD TRUSSES SHALL BE I.A,W. LOCAL MUNICIPALITY STANDARDS & MANUFACTURERS LITERATURE. 4. ALL METAL STRAPS & NAILS TO BE GALVANIZED. 5. ALL ENGINEERED HEADERS & TRUSS HANGERS TO BE SUPPLIED BY TRUSS COMPANY. 6. ALL HEADERS TO BE MIN. 2 - 2x12, UNLESS SPECIFIED OTHERWISE. (SEE BEAM SCHEDULE) 7. TRUSS BRACING TO BE I.A.W. TRUSS MANUFACTURER & "TPI/WTCA BCSI-1". B. ROOF DESIGN LOADS SHALL BE BASED ON CHAPTER 16 of the FLORIDA BUILDING CODE, LATEST EDITION W/ LATEST SUPPLEMENTS & ASCE 7 WIND PROVISIONS FOR ENCLOSED, PARTIALLY OPEN or OPEN STRUCTURES for COMPONENTS & CLADDING and M.W.F.R.S. 9. VERIFY ANY ADD'T BOTTOM CHORD BRACING PER TRUSS ENGINEERING SPECIFICATIONS. ANCHORS : - TYPICAL ANCHOR SPECIFICATION TO BE USED, AS REFERENCED THROUGHOUT THIS PLAN, to BE INSTALLED PER MANUF. SPECS -"C.M.S." - I T W BUILDEX "TAPCON" CONCRETE MASONRY SCREW ANCHOR -"WEDGE ANCHOR" - HILTI "KINK -BOLT 3" EXPANSION ANCHOR -"P.A.F." (PINS) - HILTI "POWDER ACTUATED FASTENER" 'EPDXY - HILTI "HIT HY 150" SCHEDULE S FASTENER SCHEDULE APPLICATION SIZE TYPE I SPACING REMARKS GARAGE DOOR BUCK SEE ARCHITECTURAL PLANS TO CONIC. BLOCK COL. MTL STRAP TO CONC. SEE ROOF LAYOUT FOR SPECIFIC ANCHOR SPEC BLOCK or TIE -BEAM PER TRUSS ANCHOR SCHEDULE NON-BRG. WALL SILL 1/2" 0 x EXPANSION PLATE to CONIC. SLAB 4" EMB. W/ ANCHOR O.C. and KNEE -WALLS WASHER METAL LATH and WIRE FASTENERS 16 GA. W/ 6" APART - W I R E L A T H MIN. 1 1/4" # 101 - 1 SIDE LAPS PENETRATION 9" APART 16 GA. W/ 6" APART - 3/8" RIB MTL LATH MIN. 1 1/4" # 101 - i SIDE LAPS PENETRATION 9" APART CEMENT ROOF TILES N / A SEE ARCHI ECTURALS ROOF/WALL/FLOOR SHEATHING F L O O R .148" 4 x 3"L 10D GALV. COMMON EDGES - 4" FIELD - 6" _ 3/4' (APA 23//32") T & G 48/24 EXPOSURE - 1 NAIL R 0 0 F .113' 8 x 2 3/8"L 8D RINK EDGES - 6" FIELD - 6" ZONE 1& 2 PER "ROOF 5 8" (APA 1932") 40/20 1EXPOSNR - 1 SHANK FASCIA - 4" ZONE" DIAGRAM e x 2 3/8-L 8D RINK EDGES - 4" FIELD - 4" ZONE 3 MIN 4' or "a" PER .113' SHANK FASCIA - 4" ROOF ZONE" DIAG. (WHICHEVER IS GREATER) W A L L .131" e x 2 1/2-L 8D GALV. COMMON EDGES - 4" FIELD - 6" WHERE DBL. SHEATHING IS REQUIRED, USE 10D NAILS 5 8" ((APA 19 32") 40 20 10(PDSUR� - 1 NAIL SPACED AS NOTED FRAMING BUCKS at EXTERIOR WINDOW BUCKS .099" 0 C 0 1 L 12" O.C. ( 1 x 3 P.T. x 1 1 2" LONG 1/4" 0 x TAPCONS 6" FROM ENDS 12" D.C. SEE D-20 SD ALT 2 x JAMB "C. M. S." VERIFY Wr PRODUCT APPROVALS 1 i/2" EMB. ANCHORS THROUGHOUT SLIDING GLASS DOORS .099" 0 C 0 1 L 4" O.C. ( i x 4, i x 6 P.T. ) x 1 t 2" LONG 1 //4" 0 x NAILS THROUGHOUT 12' O.C. SEE WD20ALT 2 x JAMB "C. M. S." VERIFY W/ PRODUCT APPROVALS 1 i/2" EMB. ANCHORS THROUGHOUT EXT. SWING DOORS (2 x JAMB WIDTH P.T.) 1/4" 0 x "C. M. S." 12" O.C. SEE D�20 PER PRODUCT APPROVA 1 i/2^ EMB. ANCHORS THROUGHOUT NOES : 1. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT of UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES, TIN TABS, or ATTACHMENT of ROOF SHEATHING to FRAMING MEMBERS. 2. FASTENING of GARAGE DOORS, WINDOWS / S.G.D.'s and EXTERIOR SWING DOORS to FRAMING BUCKS SHALL BE PER MANUFACTURERS SPECS. 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. 4. ALL NAILS TO BE GALVANIZED - TYPICAL ANCHOR SPECIFICATION TO BE USED, AS REFERENCED IN THIS SCHEDULE, to BE INSTALLED PER MANUF. SPECS ; -"C.M.S." - I T W BUILDEX "TAPCON' CONCRETE MASONRY SCREW ANCHOR -"YADGii ANCHOR' - HILTI "KW1K-BOLT Y EXPANSION ANCHOR - P.A.F. PINS - HILTI 'POWDER ACTUATED FASTENER" ka GABLE -END HIP ROOF ROOF ZONE UPLIFT DIAGRAM (FOR COMPONENTS ABOVE ROOF SHEATHING) AT SLOPED ROOFS ZONE O - 37 PSF ZONE O - 64 PSF ZONE O - 94 PSF "aw = 51-6W "CAST-CRETEW SAFE LOAD TABLES SAFE GRAVITY LOADS FOR W PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL B" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4� SAFE LOAD -POUNDS PER LINEAR FOOT C SAFPUF AD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U9 8F8-08 SF12-OB 8F16-OB 8F20-OB BF24-OB BF28-OR 8F32-OB TYPE LENGTH BUS 8FB RE NF. C INF TYPE LENGTH BFB-IT BF12-17 BFi6-IT 8F20-1T 8F24-IT 8F28-17 BF32-IT 8FB-18 SF12-18 OFI6-1B BF20-18 8F24-iB BF28-18 BF32-iB BF5-2i 8F12-2T BFi6-2i BF28-2i BF24-2T BF28-27 0F32-2T q 2'-10' 34 PRECAST ( / 2231 3069 4605 6113 ]54] 8974 10394 11809 - Y ia" 34 PRECAST ( ") 12 93 1642 2135 - " 34' PRECAST 2' 10 ( ) IWZ 31%3 6 44 D34 5747 70 83 21 960B 3069 dfl05 fi113 ]5p xW4 10394 11809 19]2 m 3 o-ae 0 s7a7 m34 6321 5698 3'-6" (42'7 PRECAST 2231 1069 3719 5163 6607 8054 9502 10951 S'-6' (42"] PRECAST 1025 1024 1830 3'-6' (427 PRECAST 1569 2524 M47 4569 5591 6613 7536 30s9 4605 6113 7547 8974 10394 11809 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 4'-0" (4B") PRECAST 765 763 1365 4'-0' (48' PRECAST 1363 2192 3079 3966 4853 5740 6627 2693 4605 6113 ]50 8974 10394 11809 ll6l 2192 3079 3966 4853 - 940 6627 4'-6" (54' PRECAST 1599 1969 2110" 2931 3753F2549 5400 6224 4'-6" (541 PRECAST 592 591 1057 4'-6" (541 PRECAST 1207 1940 Z724 3508 429I SOT] 5861 2189 4375 6113 754] 10294 1009 1207 1940 2724 3508 4292 5077 SB61 5'-4" (64� PRECAST 1217 1349 14M 1999 2560 3686 4249 5'-$ (641 PRECAST 411 411 734 5'-4" (641 PRECAST 1016 1632 2 2949 3607 4265 4924 1663 3090 530 7547 87330, 10127119 1016 1632 - 2290 2949 3607 4265 4924 5'-10"(70' PRECAST 1062 M5 1173 1631 2090 30D9 3470 V-10'(70� PRECAST 340 339 607 5'-10"(701 PRECAST 909 1492 2093 2694 3295 3897 4498 1451 2622 4360 7153u 7181 0328 929 1492 2093 2694 3295 3897 4498 (78' PRECAST 908 1230 21A 3480 30}1 4363 5061 8'-6" (7B' PRECAST 507 721 483 6'-6' (781 PRECAST B35 A 1340 1 00 86'-6" 2419 A59 349B 4038 ii38 1319 8925 I.1011 53s1340 1BBo zal9 29s9 3498 eD3e (901 PRECAST 743 1729 D29 2632 2632 220583N 2205 3191 3fi85 T-6' (90� PRECAST 424 534 357 T-8' (9011011 ]2] 0 1021 16341 2ID2 , 25]1 io 3039 3508T-6" 1]29 2661 3848 B46I" bA]2 a ]9 1166 1634 2102 1571 3039 3508 9'-4" (1121 PRECAST 554 09 116a 1625 25w. 2818 3302 V-4" (112' PRECAST 326 512 227 9'-4- (1121 PRECAST 591 680 1133 1471 1811. 2152, 2494is 752 1245 1B43 2564 3486 4705., 6390 " 591 851 1326 1705 20M 2463 2842 10'-6'(1267 PRECAST 475 535 890 1247 2093 27R 2163 2536 10'-6'(126') PRECAST 284 401 178 10'-6"(1261 PRECAST 530 552 914 n 11B5.s 1458i 1]32 ,y 2007 n 643 1052 1533 2093 2781 3843 A]54 a 530 686 1103 1526 1865 22N 2544 1V-4'(136') PRECAST 362 582 945 1366 1846 2423 3127 4006 1V-4'(136') PRECAST 260 452 152 it'-4"(136") PRECAST 474 485 798 n 1034 o 12721s 1510 1749 ,, 582 945 13fl6 184fi 242] 3127 4006 494 599 1028 1422 1738 2053 2369 12'-0'(144' PRECAST 337 540 BZl 1254 1684 2193 2805 3552 - 12' 0"(1447 PRECAST 244 402 135 12'-0" 144 PRECAST ( ") 00 b 441 723 a 936 , 1151 1 1366 s 1562 Is � 878 12N 1684 2193 2605 3552 470 543N485 ❑49 1649 1948 22Q 13'-4-(160� PRECAST 296 471 755 1075 1428 law 2316 2883 iY-4'(1607 PRECAST 217 324 109 IN-4"(16DI PRECAST 410 " 373 783 . 962 " 1141 , 1321 , 471 755 1075 1428 IBM 231E 2883 428 455 1145 1444 1718 1993 14'-0'(1687 PRECAST 279 424 706 1002 1328 169] 2127 2630 14'-0'(1681 PRECAST 205 293 98 14'-0"(168'T PRECAST 384 pr 346 723 li. BB] U 1052 N 1218 u 442 706 1002 1326 169] 21D 2630 410 420 1050 1434 1694 a 1954 14'-e(1761 PRESTRESSED N.R. NR NR NR NR NR NR NR 14'-8' 176 PRESTRESSED N.R. 284 89 14'-8" 176 PRESTRESSED 239 2}9 323 39P 671 p ssa 823 a u24 976 v 1s251, 11291u 1674 „1 458 70 1370 1902 2248 251J D12 PRESTRESSED N.R. NR NR NR NR NR NR NR 15'-4" 184 PRESTRESSED N.R. 259 82 15'-4" 184 PRESTRESSED412 (230 224 302 626v 767 ,4 909 , 10520y 710 II50 1733 2.,a 2320 2513(") 364 897 1224 b 1552,. 1801NR IT-4"(2081 PRESTRESSED N.R. NR NR NR NR NR NR 17'-4"(211� PRESTRESSED N.R. 194 63 17'-4"(2081 PRESTRESSED 187 192 255 303 520 11 732 fi3] 1 993 754 126E 14 1470 300 548 950 1326 1fi09 iB49 2047 19'-4'(232� PRESTRESSED N.R. NR NR NR NR NR NR NR 19'-4"(2327 PRESTRESSED N.R. 148 51 19'-4"(232'7 PRESTRESSED 162 222 347 " 446 a 546 r 646 ry ]46 p 235 420 IStl 10J7 16 166 261 424 616 631 105Y,. 1225 e 21'-4-(256' PRESTRESSED N.R. NR NR NO NR NR 21'-4" (256') PRESTRESSED N.R. 125 42 21'-4" (2561 PRESTRESSED 142 198 306 o 393 b, 4801„ 567 1 04 ,1 180 340 598 845 68 142 230 369 531 713 90J' 1046 0NRNR PRESTRESSED N.R. NR NR MNR NR 22'-0'(264') PRESTRESSED N.R. 11 6 39 22'-0'(264' PRESTRESSED165 13J 112 295 , 578 n 461 m 545 , 6292.2'-0"(2641 315 550 784 J99 13] 22.1354 508 681 861 99]24'-O'(2881 PRESTRESSED N.R. NR uR NR wR NR 24'-O'(288') PRESTRESSED N.R. 91 33 24'-Q"(288' PRESTRESSED 124 124 I75 200 zs> , 316 Sal , 450 41s 600 491 756 z 566129 875 is 256 450 654 222 (#) THE NUMBERS IN PARENTHESIS GR40 FIELD ADDED REBAR. ARE PERCENT REDUCTIONS FOR " SEE NOTE 18 O THE NUMBERS IN PARENTHESIS FOR GR40 FIELD ADDED DEBAR. ARE PERCENT REDUCTIONS - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" by 'CASCRETE• JUNE 2003 EDITION - - PRECAST PRODUCTS BY OTHERS TO MEET or EXCEED VALUES STATED ABOVE - - ALL PRECAST PRODUCTS ARE TO BE INSTALLED YER MANUFACTURERS SPECIFICATIONS - - PROVIDE MINIMUM 4" of BEARING PAST EACH S1DE of WINDOW OPENING - W SPLICE AT MID_ PAN MEMBERS (61) --- ---- O ADD 2 X 4 S.Y,P. 2 NAILER at EA. TRUSS W/ (#2) 16D NAILS TOPBOT TRUSS W/ CHORDt(N/A VERT. WEB) 4 2'-0' 2'-0" 2 2O 2 X 6 S.Y.P. # 2 "STRONGBACK" S LICE AT COMMON VERT. MEMBER (4'L) W/ (3) 10D ALT. 2-16D) NAILS "A to NAILER , or TO VERTICAL NAILER VERT. WEB CHORD "B" AS ALLOWED (PLACE AA 4 0 2 ANYWHERE BETW. FLR. TRUSSES) AT ENDS, PROVIDE 2 X 6 P.T. NAILER W/ (4) 1/4" X 3 1/2"L 2 4 TAPCONS to MASONRY or 2 X 4 �'-'' "X" - BRACE 1 ® PROVIDE 2 X 6 S.Y.P. # 2 at ---- - SPLICES, AS SHOWN ABOVE, W/ (3) 10D (or ALT. (2) 16D) NAILS 9 at ENDS & 24" O.C. TYR. SB "STRONG"ACKIf DETAIL N, T. S. - "STRONGBACK" SPEC. ABOVE IS TO BE INSTALLED IN ABSENCE of REQUIREMENTS FROM THE TRUSS MANUF. CO. - "STRONGBACKS" TO BE LOCATED MIN. 8 FT. O.C. THROUGH FLOOR -TRUSS SPAN. - ADD 2 X 4 "X" - BRACE EVERY 20 FT. LENGTH. 'IS#-" -SPECIAL CONNECTION ALT. 6-BOLTS W/ 2 GIRDERS " o::G " (VER/PLAN) - - VER. v ALT. OFFSET ~to AVOID ADJ. GIRDER SIDE -A SIDE-B Oi3 CAP: 10"W X 16"H X "W" W/ 3/4" THRU-BOLTS (3 or 6 IF SPLIT GDR) VIER. i2 SIDE -A SIDE-B CAP : B"W X 11"H X 'W" W/ (2) 3/4" THRU-BOLTS CAP : 12"L X 7"W W/ (3) 3/4" X 71 "NELSON STUDS" TYPICAL CAP / GR " +14 2"TP. W/ ALT .RECESS "T" COLUMN PER PLAN •-�r � '�::fJ:( e RECESS_ :;.,;;:::;,;; ALT. RECESS GROUT T a. /" rC1. ,', ,',' N TYPICAL 1 1 `: _ UL _ _.y .. ID W 'T : £:. '�'� N. m ...CS. .... ...: m II • IL. BASE PL . _T... < P (4) ANCHORS I ..o........,. r�. l � � fl ,Q. �N N CON'T PLATE �::D. _ N 12' STL. PLATE + 3" ' ' ' ' ■ - BEHIND GDR C) VER. T35 T4 W46 2 (3� ANCHORS _ a' (j : ■ W/ CORNER COL /" --- TYPICAL BASE TYP. COLUMN : TUBE STEEL, SIZE PER PLAN, TYP., FILLED SOLID FRONT SIDE T O P TYP. SEAT PLAT : 1/20T STEEL FOR ALL GIRDER BEARINGS TYP. 3 4"T STEEL TYP. W 7 TYP. BASE PLAT : SIZE ABV. X / /8" HOLES / L5 HANGER to MASONRY : S 5 - WEDGE ANCHORS O FOR 3/4" WEDGE ANCHORS TYP. GIRDER to HANGER ' 3 - THRU-BOLTS 4 BALCONY SLAB : 2" RECESS W/ 4' EMBED, U.N.O. WEDGE ANCHORS : 3/4" Dia. x 4" EMB. HILTI "KWIK-BOLT II" ALL OTHER SLAB: 4" RECESS W/ 6" EMBED, U.N.O. THRU-BOLTS : 3/4" Dia. W/ NUTS and WASHERS STEEL COLUMN DETAIL RDER to MASONRY _ S2EL S2-�AAILLIISSTEEL - ALL STEEL TO BE CON'T 1/4" FILLET WELD TYR. - N. T. S. TO BE CON'T 1/4" FILLET WELD TYP. - N. T. S. - ALL STEEL TO BE 1/4", ASTM A36 U.N.O. - TO BE 1/4" ASTM A36 U.N.O. - - PROVIDE 13/16" HOLES FOR ALL BOLTS AS REQUIRED - - PROVIDE 13/16" Dia. HOLES FOR ALL BOLTS AS REQUIRED - - PAINT FINAL ASSEMBLY - - CONTRACTOR TO VERIFY FIT - - PAINT FINAL ASSEMBLY - - CONTRACTOR TO VERIFY FIT - 41F- ASSUMES 5 1/2"H BOTTOM CHORD (ADJUST ACCORDINGLY) - - FIELD VERIFY ALL CONDITIONS PRIOR TO FABRICATION - - TRUSS CO. TL) PROVIDE ADD'T VERT. FOR BOLTS AS REQ. - - GDR 'W" IS DEPENDANT ON NUMBER OF PLIES PER TRUSS CO - - GDR "W IS DEPENDANT ON NUMBER OF PLIES PER TRUSS CO - - ALL WEDGE ANCHORS to BE STAINLESS SEEL - - ALL STEEL FOR SPECIAL CONNECTIONS TO BE GALVANIZED S C E L L A N E O TRUSS BELOW TRUSS BELOW PEDLAR PARALLEL us TOP/BOTTOM PLATE : 2 X 6 SYP # 2 W/ (3) 1AD NAILS TO BLOCKING or TRUSS ABOVE & BELOW TYPICAL. (ALT. 10D NAILS TRUSS GIRDER ALONG TRUSS 6" D.C.) O WALL : 2 X 6 SYR # 2 STUDS 16" O.C. 5 a W/ (3) 10D TOE -NAILS TO TOP/BOT. OUT PLATE TYPICAL 3 6 O SHEATHING : APPLY TO OUTSIDE PER "SD1" FASTENER SCHEDULE" ON SHEET ® BLOCKING : 2 X 4 SYP 2 at 24" D.C. W/ (3) 10D TOE-NAILS2/1 PER SIDE) \ AT EA. END TO TRUSS MASONRY WALL 05 NAILER 1 : 2 X 4 SYP # 2 W/ (3) 10D NAILS AT TRUSS TOP/BOT. CHORD & EA. PLAN WEB IN BETWEEN © NAILER 2 : 2 X 4 SYP # 2 P.T. W/ 1/4" ® O TAPCONS W/ 2" EMBED 12" O.C. TO MASONRY I F IN -FILL FRAME WALL N. T. s. - SEE PLAN FOR EXACT LOCA110NS - REVISIONS: SHEET DATA: MODEL: 5524 COMMUNITY: RIVERBEND LOT #: 5 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 12-12-17 STRUCTURAL NOTES, MISC. SCHEDULES & "S#-" DETAILS ELEVATION: A GARAGE: LEFT BRENNAN ENGINEERING INC. 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET: SDI Victor Hernandez ��t�tu a )lirrr i R -0( ST l tPo"•, OILY �' "Q. //Oj�q� ENG""O E.B. # 7611°�'.E. 7 a WALL SECTIONS ROOF : BY OTHERS OVER 5/8" 12. TRUSSES : APP. ENGINEERED WOOD C.D.X. PLYWOOD (SEE ARCH. PLANS) - at 24 O.C. ALL TRUSS BRACING SLOPE ;-� TO BE PLACED AS SHOWN ON TRUSS #FTRUSS TO BOND -BEAM : PER ELEV.; ENGINEERING (SEE ROOF LAYOUTS FOR TRUSS OVERHANG TYPE, CANT or STD.) MOISTURE BARRIER : AS PART of TRUSS ANCHOR W/ ALT. 30 # FELT PAPER BETWEEN ROOF -TRUSS & MASONRY BRACING : PER DTL 39 AS INDICATED ON ROOF PLAN T. of BEAM, B. of TRUSS FASCIA : PER ARCH. PLANS, "BB-1" : TYP, at TOP of 1ST or 2ND FLR. MASONRY W/ 3 - 12D GUN -NAILS to WALLS SUPPORTING ROOF TRUSSES to BE 8" X 16" EACH TRUSS - LINTEL BLOCK COURSES W/ STEEL IN POURED I' CONCRETE, U.N.O. (SEE BEAM SCHEDULE) SOFFIT : PER ARCH. PLANS O.H. PER j ELEV'S I" iiii I` ii ALT. DROP LINTELS 0 / R OPENINGS W z T, of WINDOWS PER ELEVATIONS ----- �� L STEEL PER PLAN SILLS : PRECAST or 8" X 8" POURED ti CONIC. W/ 1 # 5 BAR, EMBED 4" INTO FOOTINGS :SEE FOOTING SCHEDULE POURED CELLS AT EA. SIDE. FOR SPANS A,; F(FOUNDATIONTINGS PLAN) FOR SIZE & STL REQ. GREATER THAN 6'-0', PROV. # 5 DOWELS TIED TO SILL EVERY 4'-0' O.C. MAX. SLAB : SEE FOUNDATION PLAN FOR EXACT o T SIZE AND STEEL OVER APPROVED VAPOR a EXT. WALL : DECORATIVE CEMENTITIOUS BARRIER OVER WELL COMPACTED POISONED FINISH OVR. B" X 16" C.M.U. W/ #g 5 BARS i ;'J;.i „ (SEE FOUNDATION PLAN for ANY ADD'T STL) IN FILLED CELLS PER "COLUMN SCHED." Ir RECESS : 1 1/2" TYP. AROUND EXTERIOR ° PERIMETER WALL ° of SLAB 4" MIN., GRADE r•' to T. of SLAB FIN. GRADE I. .• — I!' illl III 1 -I LLi-II 111 1 12" MIN., GRADE 1J1=11 =III=11=II to B. of FTG. —I 11-111=1 i= WALL- SECTION REFER TO "TRUSS ANCHOR SCHEDULE" on "FLOOR/ROOF LAYOUT" PLAN' - N. I. s. NAIL ALL SHEATHING PER "FASTENER SCHEDULE" ON SHEET "SDI" - SEE ARCHITECTURAL PLANS FOR ALL OTHER INFO - � "NAIL DBL TOP PLATE TOGETHER W 10D GUN -NAILS D.C.STORY TRUSS to 2ND / / () AT 12" W 48" LAPS W 12 IOD GUN -NAILS '' FLOOR HEADER WALL to MSNRY ALT. HEADER _T_of WALL MISCELLANEOUS TRUSS ( FOR ROOF TRUSSES SPANNING UP TO 10'-0"L SIMPSON "HGAM10" TO T. of BEAM W/ (4) SOS 1/4" X 1-1/2" SCREWS TO TRUSS W/ (4) Nie 1/4" X 2-3/4" TITEN SCREWS TO T. of MASONRY PROVIDE SAME STEEL IN CORRECT LOCATION PER FOR ROOF TRUSSES SPANNING 10'-0" TO 30'-0"L : PLAN & EPDXY W/ EMBED PER STEEL SIZE ABOVE. O2 ADD SIMPSON "HTSM20" W/ (4) 1/4" X 2-1/4" TITEN SCREWS TO MASONRY W/ (8) 10D NAILS TO TRUSS USE SIMPSON "SET-XP" 2-PART EPDXY, MISSED ROOF TRUSS STRAP INSTALLED PER MANUFACTURER'S SPECS MISSED DOWEL - NO MULTIPLE QUANTITY RESTRICTIONS NO MULTIPLE QUANTITY RESTRICTIONS - ANY MISSED GIRDERS ANCHORS TO BE ADDRESSED - SEPARATELY ON A CASE BY CASE BASIS - INSTALL AS PER MANUF. SPECIFICATIONS P. REPAIR DETAILS 8)--TNO MULTIPLE QUANTITY RESTRICTIONS - ANY MISSED GIRDERS ANCHORS TO BE ADDRESSED SEPARATELY ON A CASE BY CASE BASIS ADD'T PAD -OUT: ADD ADD'T 2 X S.Y.P. # 2 AS—,____-'i REQUIRED W/ (2) ROWS OF IOD NAILS at 12' OeC,� NAILER TO STEEL : 2 X S.Y.P. # 2 W/ " i� rn .177" X 1/2" EMB. "P.A.F." (PINS) at v 16" O.C. or 1/4" X 2 3/4" SELF -TAPPING Ii ri n SCREWS - � STEEL COLUMN PAD -OUT WALL EXTWMASONRY NAILER : (3) 2 X S.Y.P. # 2A1 T CIVIL) W1 6" LGTAPCONS AT 8" D.C. MASONRY WALL / IHT �TOILCMU WALL2W/ 1/4" X 6" LG / TAPCONS AT 8" O.C. STUD : (4) 2 x S.Y.P. # 2 W/ �10d NAILS at 6" O.C. AS SHOWN WOOD WALL : SEE PLAN FOR WIDTH WOOD TO MASONRY 8" WALL WALL INT EXTWOOD STUDS : (6) 2 x 6 EXT Li �S. Y.P. 2 W 10d NAILS at 6" O.C. AS SHOWN �- ; -_ 5b :I 1 2 --24" O TRS/JOIST to WALL / " • �. 24" OC, SEE ROOF '. DBL. PL. W/ `HEADER ROOF LAYOUT FOR PER PLAN 2 "^ ANCHOR SPEC IOD NAILS 0 3 TOP PL to WALL : j I 5 5 ti PER PLAN 2 - 2 X S.Y.P.1, 2 W/ "SPH" 12 Z TN /W HN- 12 SIMPSON W/ 5 - 10D NAILS EA. SIDE P. (10 TOIL) TYP. ALT. ALT, FRAME I �' HEADER BELOW la. DOWN HEADER WALL : 2 X S.Y.P. # 2 STUD STUD to STEEL COL a ®177" X 2"L HILTI PINS (i PER PLAN at i6" O.C., U.N. (PAF) at 24' O.C. r a iI I�i STUD to MASONRY ALT. STL COLUMN 9 2 X P.T. W/ 1/4" X 0 2" EMB. TAPCONS 36 4 / 19 at 12" O.C. TYP. 1S NTS / F a I 17 18 " n QF)(� 5 __�-- GYPCREIE DECK OVER A. 3 4" C.D.% T & G PIYWD N75 + + i a + ; 6 4 ' o - _ __ PER PLAN 6 ..... .. ., .,....,., .; ��., -: ;, 5 BOT. PL. to GDR./RIBBON 2 X S.Y.P. . T. of FLOOR .. # 2 W/ 16D NAILS at 8" 0 C TYP BEAM STL. CORNER BAR , OUTER STL. ONLY -7- 7 7.,., T. 1 CROSS INSIDE STL. 1' T._of BM _ J Y.e.. ADD W/ ALT. MID -STEEL ELEvA116N PLAN CONCRETE BEAM TYP. MAS( TYPICAL DETAILS STL CORNER BAR BOTTOM CHORD OF PRE-FAB LATERAL BRACE : 1 x 4 S.Y.P. # 2, LAP BUCK to MASONRY : SEE "PRODUCT APPROVAL" FOR ALL TRUSSES 0 24" O.C.; TYP. L FASTEN TO TOP of EA. TRUSS BOT. (SHOWN IN PLAN VIEW) CHORD W/ 3 - 10D NAILS TYP. LAP ALL STEEL PER MIN. REQUIREMENTS AS N. T. S. STATED IN STRUCTURAL NOTES (SHEET "SDi") - QUANTITY of CORNER BARS DETERMINED BY MIN. INTERSECTING BEAM STEEL (I.E., IF 6-BAR CONCRETE BEAM INTERSECTS W BB-1" ONLY 1 CORNER BAR WILL BE REQUIRED, ETC, ADD T PAD -OUT : 1 ADD'T 2X S.Y.P. 2 ALLOWED TO DETAILS BELOW W 2 ROWS OF 1OD 41H41H () # /() NAILS at 12" O.C. FRAME WALL PER PLAN STEEL COLUMN 2 X S.Y.P. # 2 P.T. NAILER W/7INS) 1 x S.Y.P. 2 BUCK 2 P1 NAILS o 6" O.C. 177" X 1/ " EMB. "P.A.F." ( OR AS REQUIRED at 16" O.C. to STL. COLUMN o2 x S.Y.P. # 2 BUCK X 2 3/4" SELF -TAPPING SCRE10D NAILS at 6" O.C. ©- 87EEL COLUMN NAILS; OD - FRAME WALL BUCK - ( S) PAD -OUT 1 TO MASONRY : 1 X or 2 X U P.T. MATERIAL AS RE. W/ 1/4" TAPCONS- EXTERIOR DOOR W/ 2" EMBED 12" O.C. STAGGERED 2X JAMB W DTH PAD -OUT 2 TO "PAD -OUT 1" : 1X or 2X P.T. BUCK SYP # 2 W/ TAPCONS PER ABOVE or IOD - DOOR - STNAILS �2X) or BD NAILS (1X) 10" O.C. AGG R TALL and COLUMN PER PLAN ��y�� ,.",.,,,,.• , ,, ,, ,, SIDE JAMB IIT4A-Spl III 1 X 4 P.T. BUCK TOP JAMB WOOD STUDS 1 : (2) 2 x 8 S.Y.P. # 2 W/ 10d NAILS 4" 0 C. I � -WINDOW S G D" - SUCK t PAD : 10E or 8D NAILS PER SA OUT at WINDOW/DOOR "BUCK" DTL. WO OD STUDS 2: 4 2 x 6 S.Y.P. # 2 W/ 10d NAILS 20-THIS DIAGRAM IS A GENERAL DEPICTION of BUCKS AS N. T. . at 6" O.C. AS SHOWN SPECIFIED. VERIFY EXACT LOCATION of BUCKS PER MANUFACTURERS REQUIREMENTS. SEE ARCHITECTURALS) "FASTENER 4IP SEE SCHEDULE" on SHEET SD1 - BUCK to MASONRY ANCHOR - COIL NAILS or "C,M.S." ANCHORS PER FASTENER SCHEDULE ON SHEET SDI WOOD WALL : SEE PLAN FOR WIDTH WOOD TO WOOD CORNER WALL CONNECTION DETAILS DECK OVER. •SYSTEM 4e TOP CHORD BR( FLOOR TRUSS 8 10 / PARALLEL PERP DICULAR 6 BOTTOM PL to WALL: 2 - IOD NAILS FROM 3+� � I PARALLEL 25 -PLATE to EA. STUD W SIMPSON "SPH" W z 7 5 - 10D NAILS EA. SIDE TYP. L10 TOTAL) PER -PLAN lg (SIMPSON "SPH" N/A W/ SLOP D TRS/GDR) O1 BLOCKING 1 : 2 X 4 P.T, WOOD BLOCKING, ANCHOR to MASONRY W/ 1/4" TAPCONS W/ -' 7 2ND FLR STUDS to 1ST FLR. WALL : 2" EMBED AT MIDDLE OF BLOCK (MIN. 3 PER BLOCK) "'--y 2 - STUDS IN LINE : SIMPSON "MSTA49"W/ 7 - 10D EA. END 2 BLOCKING 2 : 2 X 6 S.Y.P. # 2 AT PLYWOOD SEAMS AT 24" O.C., W/ (2) 10D - STUDS NOT IN LINE : N "LSTA 6" W 7 -10D to O FLR. � i t01ST 0 2ND FLR. STUD & 1ST FLR. DBL. TOP PLATE (WRAP) NAILS EA. END W 11ST TRUSS SPACE W/ SIMPSON "H3" CLIP PLACED a u ROOR HORIZONTAL W/ (4) 8D NAILS EA. END TO NAILER iI 12 5 ® 2ND FLR STUDS to GIRDER : SIMPSON "LSTA36" W/ 7 - 10D o iI c NAILS EA. END TYP. (�3 TRUSS to MASONRY : SIMPSON "HU48" W/ (6) 10D NAILS TO TRUSS (3/SIDE) W/ I, (14) 1/4" X 2 3/4"L TITEN 3 9 NOTCHED STUD : MAX. 2" X 2" IN 2 STUDS IN A ROW MAX. " wAl PROV. 2 X 4 S.Y,P p 2 STUD TURNED SIDEWAYS ("L" BRACE) ® NAILER : 2 X 6 P.T. CON'T W/ 1/2" EXPANSION BOLTS W/ 4" EMBED W/ &ANCHOR FROM "NOTCHED STUD" W/ 10D NAILS at 8" O.C. WASHERS AT 24" O.C. 10 RIBBON : 2 X 4 S.Y.P. # 2 CON'T W/ 3 - 16D NAILS to EA. TRS. HANGER BEARING _T. of MSNRY -- —a SUB- `F II•. • ,0B. PLATE to SLAB :1 2" X 6" EMB. WEDGE -ANCHOR 24" O.C. O ALL KC. e W// 3" X 3" X 1/4" WSHRS. IN 9/16" HOLE CENTERED. SPACE 12"' FROM EA. CORNER & 6" FROM EA. SIDE OF SPLICES. STUD to B. PLATE m (EMB. IS FROM LOWEST SLAB ELEV. at RECESSED AREAS) W " 12 FlMIN. 2 - 16D TOE -NAILS (1/SIDE) 2ND F L RRESTOP BLOCKING : 2 X S.Y.P. # 2 AS REQUIRED PER CODE B. PLATE to FLOOR : i6D NAILS ®8" O.C. to TRUSS GYPCRETE DECK OVER.. ® ALT. B. PLATE to MASONRY WALL : 1/4" TAPCONS W/ 3" EMBEDMENT at 6" O.C. (CENTERED) T 3„4'.c,DxT&GPLYWD •,... 2ND.F.F. "Clr STRAP PER "TRUSS ANCHOR SCHEDULE" ON ROOF/FLOOR LAYOUT W/ STUD to FLOOR TRUSS : SIMPSON 1/4" X 31 TAPCONS at EACH STUD TYPICAL "MSTA36" W/ 6 - 10D NAILS to STUD & ® CORNER : TYP. 3 - STUD AS REQ. PER PLAN TRUSS (or 3 to TOP/BOT CHORD (12 TOT.) ® HEADER : -PROVIDE N0. Q2 ANCHORS at TOP of WALL OVER HEADER 24" O.C. (MIN. 3) AS SHOWN W/ (1) - SIMPSON DIAGONAL BRACE : EE 2x4S.Y.P.#2 024"O.C.W/3-16D LSTA18" STRAP FROM H ADER TO EA. JACK STUD BELOW ((MIN. 2 JACK STUDS EA. SIDE of OPNG,) W// 7 - IOD NAILS to TOP/BOT. CHORDS 0 EA. END T. of 1ST FLR. NAILS EA. END TYP. NAIL STUDS TOGETHER W4 16D at 6" b.C, EA. PLY & END -NAIL to TOP/BOT. PLATE W/ 2 - 16D. DBL "SYSTEM 24" (FLAT TRUSS to MASONRY : TIE -BEAM (PROVIDE (1) FULL HGT. STUD FOR OPNGS 54 W or LESS and (2) STUDS FOR OPNGS 55 W and GREATER) ) 5® ALT. DROPPED HEADER : PROVIDE NO. (2) ANCHORS PER ABOVE TO EACH CRIPPLE STUD 16" O.C. W/ (21 SIMPSON "META20" MIN. at 18" D.C. W/ SIMPSON "H30CUPS to HEADER (MAY BE PLACED ON INSIDE & OUTSIDE or BOTH PLACED ON INSIDE or OUTSIDE) 6 - 10D NAILS (or 3 to TOP/BOT. CHORD) ®SILL at OPENING :3 - 2 X 4 S.Y.P. 2 NAILED TOGETHER W/ 16D NAILS at 6' O,C. STAGGERED EA. FACE AT INSIDE of TRUSS 1ST FLR W/ 2 - i6D END -NAILS FROM 1ST JA& STUD to EA. SILL PLATE PARALLEL " 17 SILL PLATE ANCHOR at OPNG. :16D NAILS at 4" O.C. THRU-OUT OPNG. & MIN. 36" PAST EA. SIDE TYP. STUD to FLOOR TRUSS : SIMPSON "MSTA36" W/ 6 - 10D NAILS to (NO BOTTOM > SPLICE ALLOWED FOR 36" PAST EA. SIDE of OPNG. TYP.) EACH STUD and 3 - 10D to TOP & BOT. 18 MISC ANCHOR : (FLOOR TRUSS & CRIPPLE STUD) - 3 - 10D TOE -NAILS RIBBON (12 TOTAL) 2ND F L R 19 SHEATHING : AT 2ND FLOOR, NAIL to ALL "RIBBONS" W/ 6D 0 3" O.C. TYP. STUD to B. PLATE SEE "FASTENER SCHEDULE" ON SHEET "SDi" FOR ALL OTHER NAILING REQ. MIN. 2 - 16D TOE -NAILS (1/SIDE) 2ND .FF. ©O SHEATHING : AT 1ST FLOOR PER PLAN AS ONLY REQUIRED PER "SHEARWALL" DETAIL O ABOVE B. PLATE to FLOOR : wd 16D NAILS ® 8" O.C. to RIBBON FLOOR O FRAME BEARING WALL SEE PLAN FOR WALL SIZE TO APPLY ABOVE WALL SECTION 3 - SEE "TRUSS ANCHOR SCHEDULE" ON PLANS FOR ALL OTHER ANCHOR SPECS. N. 1, - SHEATHING :NAIL to ALL "RIBBONS" W/ SD at 3" O.C. TYP. SEE "FASTENER SCHEDULE" ON SHEET "SDi" FOR ALL OTHER NAILING REQ. - THIS DETAIL SATISFIES ALL "SHEARWALL" CONDITIONS - SEE FLOOR ROOF FRAMING PLAN FOR DETAIL REFERENCE - SEE ARCHI CTURAL PLANS FOR ALL OTHER INFO. - THIS DETAIL DOES NOT APPLY AT "CLERESTORY AREAS - SEE DETAIL 'I" ABOVE FOR ALL OTHER TYP. INFORMATION to APPLY I sa>R TOP & BOT. RIBBON to TRUSS : 1 2 x 6 S.Y.P. # 2 CON'T W/ 5 -16D wm m NAILS TO EA. FLOOR TRUSS T. of 1ST FLR. "SYSTEM 42" TRUSS to MASONRY : --- -__� y TtE-BEAM (2)-SIMPSON "META20"MIN. W/ 8 - 10D D NAILS PER EA. STRAP to TRUSS (1 /SIDE) 1ST FLR PERPENDICULAR II o c" BEARING OMASONRY SEE PLAN FOR WALL SIZE TO APPLY ABOVE - WINDOW S.G.D. FRAME ANCHOR - ANCHOR THRU BUCK TO MASONRY W C.M.S. CONCRETE/MASONRY SCREW)) ANCHORS SEE WINDO MANUFAC RERS SPECIFICATIONS FOR `TAPCONS SIZE and SPACING FOR ASSEMBLIES TO MEET DESIGN PRESSURES AS STATED ON ARCHITECTURAL PLANS. - DOOR FRAME ANCHOR - PER MANUFACTURERS SPECS. SEE DETAIL "7F" FOR WALL CONNECTIONS AT ROOF TYP. O NAILER : CON'T 2 X 4 S.Y.P. # 2 PER PLAN W/ (3) IOD NAILS TO EA, STUD WALL STUDS I N¢ WALL : 2 X S.Y.P, # 2 STUDS PER PLAN 16" O.C. CON'T FROM __ - --_- __ __- _______ B. of FLOOR -TRUSS BRG. 6) to WALL : SIMPSON "SP" W/ ROOF TRUSS 24 0 C. r ,.. -. ROOF TRUSS (6) 10D X 15"L NAILS (3/SIDE) (6) - n N � 1 )I J 1 FLOOR 3 CHASE I / TRUSS CHASE Z i 2 `` 2 0 3 3 03 FLOOR -TRUSS TO DBL T. PLATE 0" SIMPSON "113" CLIP W/ 8D NAILS EA. END. (FILL ALL HOLES) © BOTTOM CHORD BRG. W/ ROOF AND/OR FLOOR TRUSS O FLOOR TRUSS to WALL/GIRDER : 3 - 10D TOE -NAILS (2/1 PER SIDE) or 2 16D NAILS THRU TOP of BOTTOM CHORD, U.N.O. 2 BOT, OF DBL. TOP > AND SILL > to WALL 6 END -NAIL W/ 2-16D 11 B. PLATE to SLAB : .145" X 1 1/2" EMB. HILT] "DX" P.A.F.S. at 16" O.C., 6" FROM ENDS/SPLICES 9- SHEATHING : RUN 5/8" EXTERIOR PLYWOOD SHEATHING CONTINUOUS to FOUNDATION on (1) FACE of WALL W/ SO NAILS at 6" O.C. EDGES and FIELD. BLOCK and NAIL ALL SEAMS SHEAR WALL S FOLLOW D-7F (AT LEFT) W/ ADD'T ITEM 19 AS NOTED ALL OTHER SPECIFICATIONS TO REMAIN THE SAME FRONT VIEW WRAP AROUND TOP CHORD o,r�rtc c uw wcn. 3/4" COX T& G PLYWD T. of BEAM TOP mDU� . + 'SYs1EM 4Y BY DINERS $ERE PLAN 1 TCP CHORD BRA FLOOR TRUSS FOR BEAM 3 SPEC BY, OTHERS - _ - LC'CdJ - _ 2 PERPENDICULAR PARALLEL Q1 BLOCKING 1 : 2 X 4 P.T. W/ i/4' TAPCONS W/ 1.5" EMBED 8" O.C. (MIN. 3 PER BLOCK) 2O NAILER : 2 X 6 P.T. CON'T W/ 1/2" EXPANSION BOLTS W/ 4" EMBED W/ WASHER AT 24" O.C. O BLOCKING 2: 2 X 6 S.Y.P. # 2 AT PLYWOOD SEAMS AT 24" O.C., W/ (2) 10D NAILS EA. END W/I 1ST TRUSS SPACE W/ SIMPSON "113" CLIP PLACED HORIZONTAL W/ (4) 81) NAILS EA, END TO NAILER FLOOR -TRUSS TO MASONRY : SIMPSON "META16" W/ (8) 10D X 1.51 NAILS (FILL ALL HOLES) OTOP CHORD BEARING APPROVED ANCHOR TYPES GARAGE DOOR BUCK: 2 x 6 S.P. # 2 P.T. WOO\D BY OTHERS 0 EA. SIDE OF GARAGE DOOR I GARAGE DOOR OPNG. MASONRY WALL MASONRY COLUMN (C.B.S. OR "0" BLK) SGARAGE "BUCK" DTL. - REINF. TO BE CON'T FROM FTG. TO TIE -BEAM W/ ALL N. T. S. "ACI" DETAILS & DEVELOPMENT LENGTHS ADHERE 6 TO. - GARAGE DOOR MANUF. TO PROVIDE ATTACHMENT TO "BUCK" PROVIDE HOOK BAR 10" INTO CELLS 30" LAP TO BOND-(BEOAM STEEELONLY) W/ 30" UPPER BOND -BEAM STEEL CON'T IN CONCRETE FILLED ... g M. "LINTEL BLOCK/S" o DOWEL STEEL in CONCRETE T. OF BEAM -BB-2-sT _FILLED CELL CONTINUOUS AS RED. ::: HOOKED INTO BEAM. - STEEL -:r::: TIE -BEAM STEP DOWN , I.' STEEL o , -BB-2- STL - - - AS REQ. <' 1r AS REQ. •I 30" TYP. STEEL LOCA11ON LOWER BOND -BEAM STEEL CON'T IN CONCRETE FILLED "LINTEL BLOCK/S" 2 s TYP. BOND -BEAM STEP - SEE FLOOR/ROOF L.O. FOR ALL STEPS IN BOND -BEAMS - FT. S. - SEE PLAN FOR EXACT BOND -BEAM and DOWEL STEEL - - LAP ALL STEEL MIN. 48 BAR DIAMETERS, U.N.O. - A : 2 # 5 BARS DIAGONAL SPACED 2" MIN. to 6" MAXI FROM ARCH EDGE TYP. - FOR 13"-20"W BEAM, USE 3 BARS - FOR 21'-24"W BEAM, USE 4 BARS B : EXTEND BARS MIN. to MIDDLE of OVERALL BEAM HGT. TYP. C : FOR SINGLE ARCH, DIAGONAL BARS REQUIRED WHERE "C" EXCEEDS 16" D : EXTEND BARS PAST VERTICAL DOWELS at SIDES TYP. E : 4" MIN. to VERIFY W/ WINDOW MAUNFACTURER F : FOR MULTIPLE WINDOWS (2 or MORE) DIAGONAL STEEL REQ. AS SHOWN G : SONOTUBE STEEL TO EX ND INTO BEAM I rl 1..:. .111 F. CROSS W Ih1r a NEt: CROSS W/ .• MULT. ARDH �< " ° I Li` m x ##a m r ,'a MULT. ARCH. „C'I1 „F" „E" I "D,� 1 �f"(i • i "A IPI I'I I1 1 STL. COL. MSNRY MULTlu SONOTUBE L SONOTUBE MSNIRY L SINGLE STL COL. MASONRY - VERIFY ALL CONDITIONS IN FIELD - iIH41F - SEE "L" or "F" BELOW FOR ALT. ARCH IF BEAM POURED STRAIGHT - - SEE PLAN FOR DETAIL SUGGESTED TO USE - *ANGLE BRACE : 2 X 6 S.Y.P. # 2 at 45 DEC, ANCHOR TO P.T. FRAME W 3 - 10D at EA. END (PLACE at FRONT & R R FOR ARCHWAYS GRTR. THAN 8"W) ALT. TOP PL. to TRUSS :2 X 6 S.Y.P. . 2 MIN. HGT : 1 1/2" W/ 2 X W/ 3 - 16D NAILS to EACH TRUSS TYP. TOP FRAME MEMBER i - .. .. . N." BUCK BUCK : 1 X 2 P.T. aco CON'T W/ 2 - 10D NLS6 TO EA. BLOCK TYP. ff� 1/2 OFaE a BLOCKING :MIN. 2 X 4 S.Y.P. # 2 SPACED a 6" APART. ANCHOR to SHEATHING W/ o = 3 - 10D NAILS EA. SIDE oz N *SIDES- 2 X 8 P.T. W/ .145' X 1 1/2" i ova EMB. P.A.F.(PINS) at 6" O.C. 3/16' X 1 1/2" EMB. "C.M,S." ANC. at 12 O.C. IN. 3) 41FTOP- 2 X 8 P.T. 3/16" X 1 1/2" EMB. "C.M.S." QOU (W(/ ANC. at D.C..2MP.at 4EYYEEBROW�E&� 1/2 CIR.) ARCHWAYS at LANAI O.H.ATIO AREAS x _ - „ -- EYEBROW '- _ ALT. 2 X 6/8 BLKG. W/ 3 - 1OD NAILS/BLK/SIDE ALT. 1/2" WEDGE ANCHOR W/ 4" EMB. (1/SDE) i WINDOW BUCK DTL, FOR TYP. BUCKS) WINDOW OPNG. UP TO 6'-4" OPNG / N LENGhI REQ, for GAR. A.H. DOORS or OPEN "LANAI/PA710 ARCHWA FRAME - ARCHWAYS ABOVE ASSUMED TO BE 8"W, and INCREASE LUMBER SIZE ACCORDINGLY FOR 12" WIDE ARCHES 41F - USE 2 - 2 X 6 MATERIAL FOR i6"W ARCHES - ATTACH WIRE LATH & 5/8" SHEATHING PER "FASTENER SCHEDULE" (SHEET SDI) - FOR ARCHES IN WOOD FRAMED WALLS, SIMPLY DISREGARD P.T. WOOD W/ "C.M.S." ANCHOR SPECS 41F41E - SEE "L" BELOW FOR ALT. APPROVED ARCHWAY AS REQUIRED - TOP VIEW 12 PROVIDE SLOT/S FOR STEEL & GROUT TO POUR THROUGH y- e^ • ' PROVIDE 1 # 4 BAR HORIZ. TYP. PROVIDE 4 X 4 HOLE TO ALLOW GROUT ` TO FLOW THROUGH (TYP. EA. SIDE) 4" PROVIDE 1 # 4 DIAGONAL BAR EA. SIDE 4" FOR ARCHWAYS > 12"H L I N T E L - APPLICATION IS FOR ARCHWAYS UP TOP 16"W - - DO NOT CUT LINTEL STEEL - ilE41F - SEE "F" ABOVE FOR ALT. APPROVED ARCHWAY AS REQUIRED - 4 TYP. ARCH OPENINGS - VERIFY ALL CONDITIONS IN FIELD - N. T. S. 20'-0" M X. TYP. ALT. O o; w o "W" BRACE : 2 x 4 S.Y. P. # 2, PER PLAN FASTEN TO TOP 'f EA. TRUSS SOT. CHORD W/ 3 - 10D NAILS TYP. w (PROVIDE AT 20' INTERVALS) 4r F CATS at 30" O.C. W 4 i 4" x 2" EMB. CATS : 2 x 6 S.Y.P. # 2 (FLAT) / () / TAPCONS to BEAM W/ 3 - 16D NAILS NAILS FROM EA. TRUSS TYP. (USE ALT. "At" ANCHOR at 24" O.C. FOR TRUSS THAT RUNS ON TOP of WALL) DIAGONAL BRACE : 2 x 4 S.Y.P. # 2 at 24" O.C., at 45 DEG., FASTEN D TO TOP of EA. TRUSS SOT. CHORD W/ 3 - 16D NAILS, EXTEND to 2ND TRUSS OVER INTERIOR WALL (SEE PLAN FOR TYP. LOCATIONS at PATIOS) TRUSS BRACING J/ - SEE ROOF LAYOUT FOR TYP. LOCATIONS - N. I. --5. "VET" TRUSS TLOOKER _ ====tom -------i OUTLOOKER : MIN. 2 X 6 S.Y.P. # 2 at 24" O.C. WW//3 - 10D TOE -NAILS to 1ST FASCIA : SEE DETAIL 1 TRUSS IN,NAILS to TRUSS & OUTLOOKER/(2 LOC.) "OUTLOOKER" to BEAM : SIMPSON "META16" BLOCKING : 2 x 4 P.T. BETW. "OUTLOOKERS" W/ 5 - 1OD x 1 1/2" ALL W/ 2 - i6D NAILS EA. ANCHOR TYP. NAILS EA. END. TYP. REVISIONS: U BLOCKING : 2 X 4 S.Y.P. # 2 at ROOF 8" SHTO. PANEL JOINTS (2ND TRUSS IN), TYP FASTEN T TRUSS TOP CHORD W 3 -T10O D TOE -NAILS / SHEET DATA: LAT. BRACE / RAT -RUNS :PER DTL 39 RAKE BEAM : PER (SEE ROOF L.O. FOR LOCATIONS) DETAIL "m BELOW MODEL: 5524 COMMUNITY: RIVERBEND 2 x 4 S.P.12 NAILER :RUN CON'T ALONG LOT #: 5 BOMASONRY iT. / ORD LINE, ANCHOR2" EMS. TAPCONSOM 24" 0 C. ' DRAWN BY: SM/RC TYPICAL ROOF OVERHANG CHECKED BY: RC/VH DATE: 12-12-17 OUTLOOKER TO DBL TOP PLATE SIMPSON "H1" W/ (6) 8D NAILS SHEET DESCRIPTION TO TRUSS W/ (4) 8D NAILS TO PLATE STUD TO TOP PLATE/HEADER : WALL SECTIONS fC (FILLSIMPSON "HOLES 8D NAILS TYPICAL DETAILS ELEVATION: A TYPICAL HEADER - GARAGE: LEFT (1) JACK STUD UNDER HEADER TYP. W/ (2) FULL HGT. STUDS FRAME ®BALLOON - SEE "ROOF OVERHANG" ABOVE FOR ALL OTHER REQ. - SEE "D 7F" ON THIS SHEET FOR ALL OTHER FRAME WALL REQUIREMENTS TO REMAIN THE SAME 8"W X 8"H MIN. POURED CONCRETE RAKE BEAM W/ 1 # 5 BAR CON'T W// ## 5 VERT. DOWELS W/ STD. HOOK 4'-8" O.C. MAX. ABOVE SPENINGS, TIED TO ONE SIDE OF BEAM STEEL, TYP. FILL ALL MASONRY SOLID to 1 " OPENING TYP, # 5 DOWELS FROM j RAKE BEAM CORNER x 3A CORNER BAR, PRECAST to RAKE BEAM 1 B R E N N A N TIE TIE TO RAKE BEAM and TIE-BEAM/STEEL TYP. CP. ,2 r ENGINEERING INC. ALLOW +2" BELOW TRUSS TOP CHORD, VER. STD. or RSD. HEEL - I 1600 S. DIXIE HWY. STE 400 �:F'. BOCA RATON, FLORIDA 33432 cea+� �� I • ' ' ° I - (561) 392-3748 E.B. # 7686 P.E. # 72387 TOP of STD. TIE BEAM SHEET: - I ( _MAX.4'-8" OVER OPNG, SD2 I LINTEL or POURED CONC. BEAM PER PLAN i. 1 TYP. FILLED CELLS FROM FOUNDATION TO RAKE BEAM PER PLAN Victor Hernandez WALL OPENINGNO I ��11 I l lrfr STEEL REQ. OVER OPENINGS AAN 6' WIDE 1: I 0REVTENN01APLORWLLEC.MA (OTHERWISE THAN Stitt.'TTMWEP �. RAKE a> OMASONRY m -FILL ALL MASONRY SOLID ABOVE ANY OPENING TYP. _��: N = - NO INTERMEDIATE BOND BEAM SHALL BE REQUIRED ALONG RAKE WALL, U.N.O. S - "ROOF iihh Z - SEE OVERHANG" ABOVE FOR ALL OTHER REQ, GABLE - END DETAIL / N - WiTH 'O" O.H., LADDER and NAILER SPEC N/A - N. T. S. - SEE "FASTENER SCHEDULE" (SHEET "SDi") FOR ALL NAILING SPECS - E.B. # 7686 P.E. 2.387 - FILL ALL MASONRY SOLID ABOVE ANY OPENING TYP.