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Home My WebLink AboutBuilding PlansABBREVIATIONS GENERA SOTS AB ANCHOR BOLT LAV LAVATORY ABV ABOVE LG LONG PRIOR TO START 07 CC\5 --; TION: A4 ABOVE FINISHED FLOOR LN. LNEN 1. GENERAL CCN-<.: -CIF A\D A__ THE SUBCONTRACTORS SHALL VERIFY API ARC FAULT INTEll LGT LIGHT ALL GRADES, L-\ES, LEVELS, D"TENSIONS AND COORDINATE EXISTING ALUM ALUMINUM L.T. LAUNDRY TUB CONDITIONS 4- --E C5 5'. TE--H THE PLAN$ AND SIPcl' GICAT:ON5. AHU AIR HANDLER UNIT MAX. MAXIMUM THEY SHALL RE -OR- `\ INOON$ISTENCIES OR ERRORS \ THE ABOVE ML, MEDICINE CABINET TO THE ARC =-\G.1,EER5EFORE COMMENGNG WOR< --;E BF. BI FOLD PMECH MECHANICAL CONTRAC OR LNG --5 a5CO,-RACTOR5 SHALL _A C I< R UJOR BP. BI PASS _ FROM T ESAc = RE-RENCE POINTS AND BE RE5PC - _ -OR ALL BLK BLOCK ME H. MEAN ROOF HEICrili LINES, ELE V,'C'NS -\.. ` EAS 41EMENTS IN CCNXEC GIN :. "- -'R BRl MAKFAST I`ITL METAL WORC BLK'G BLOCKING MFR MANUFACTURER MICROWAVE I. IF ANY ERRG�o OF J"'S5'S APPEAR IN THE DRAWINGS, GENERAL SIMBR�i BEAM MICRO. NOTES O< -ER rr "ENTS, THE CONTRACTOR SHALL NOTIFY -HE ER BEARINGS 1'1ML MIN" ARCHITE--- < .\ LP4TM'- OF SUCH OMI55!ON OR ERROR PRIOR EC. BOTTOM MIR MIRROR TO PROCEv'\G A\" WORD WHICH APPEARS IN QU-cST!ON. IN THE CAB CABINET M.O. MASONRY OPENING EVENT OR'S=AILING TO GIVE SI:CH AN ADVANCED NOTICE, HE S-:_ BE -E_^� RESPONSIBLE FOR THE RESULTS OF ANY CER CERAMIC MONO. MONOLITHIC SUCH ERRORS OR C^' 55:CN5 AD THE COST OF EC71FYING THE SAME. CJ CONTROL JOINT MTL. METAL. CL CENTERLINE 055C OBSCURE 2. DO NOT SC.LE --_- DR:1I1435. THE CONTRACTOR SHALL REVIEW CLG. CEILING O.H.D. OVER HEAD DOOR THESE DRA_. \GS :\ -LE'.R ENT'. RETY BEFORE COMMEINCING- CONSTRUCT A 5- -4- ACCEPT FULL RESPONSIBILITY FOR ANY CLO CLOSET OC ON CENTER a ERRORS OR o _- ONS ',C REPORTED IMMEDIATELY 1N WRITING TO CLR CLEAR OFF, OPPOSITE CONALG HE�.:.DO\ -A\G A!A, ARCHITECT BACK GHARGE5 UtiLL NOT CMU CONCRETE MASONRY UNITS F.I.P. POUNDS PER LINEAR FOOT BE ACGEP' =D. COL. COLUMN PSF. POUNDS PER SQUAW FOOT _ 3- GENERAL CON w-CIR S A„..'. RESPONSIBLE RJR ALL CONC. CONCRETE Phi. POUNDS PER SQUARE NCH SUBA GONTRC-.^."v{-ORC'Nls F' JOB SITE AND FOR ALL COORDINATION COIN CONNECTION P.T. PRESSURE TREATED OF UJORK C". CASEMENT PAR':'N. PARTITION CTR CENTER PH PHONE 4. THE GENE'-_ :::,"\TcAC-oR S-ALL 'VERIFY THE BUILDING POSITION WITHIN THE 5E-34S< _ \E5 PRIOR TO COMMENCING CONSTRUCTION. DBL. DOUBLE PKT. POCKET OF DRINKING FOUNTAIN FL PROPERTY LINE S. IT SHALL BE -Y OF THE CONTRACTOR TO BE DIA DIAMETER PLYIID. PLYWOOD FAMILIAR'ZE: ..'- -__ Eic STW, CONDITIONS AS -BEY ARE NOT DISP. DISPOSAL FNL PANEL NECESSAR-- 5-O N ON --1Erm DRAWINGS. DP DESIGN PRESSURE R RADIUS - 6. GENERAL GL'N wC OR 6-ALL 3E RESPON515LE -.7R VERH'Y!NG DR DOS REF REFIGERATOR LOCATIONS OF A__ =LOCK, RCC=, AND WALL OPEN'.NS5 AND DW DI5H WASHER REINF REINFORCE, REINFORCED PENETRATIONS. EA EACH EQ REQUIRED 1. IT 15 THE CONTRA --ORS 50LERESPON5IBILITY C0OIGOINATE THE WORK Ea EACH END RIMROOM ALL TRADES tV _E =RMNc ERECTION PROCEDURE AND E J EXPANSION JOIN?F R.O. R Ro" OPEINWG C 5ECKIENCE TG \S-QS -E SAFTY OF THE BUILDING, ITS O-IPONHNT5 ELEC. EL-cCTRICAL S.C. SOLID CORE AND TRADE 8:=.= D-R-\G OD:STIRUCT!ON- ELEV. ELEVATION SCHED SCHEDULE 8. ALL DETAILS AND C7.ON .,OWNI ON THESE DRAWINGS ARE INTENDED EMER EMERGENCY SOD. 5LIDWi GLASS DOOR TO BE TYPICAL AND ST44_- T£ CCNSTRUEFT C APPLY TO ANY SIMILAR ENCL ENCLCSUI€ SF SQUARE FOOT CONDITION ELSEWHERE IN -HE i CR< EXCEPT WHER_ A DIFFERENT EQ EQUAL SH SINGLE HUNG DETAIL AND OR SECTION IS :HOJN. E.S. EACH SIDE 5H SHELF ESP ELECTO STATIC PAINT SNUB SHOU.ER 9. BUILDER 15 RESPONSIBLE iCR ADEQUATE BRACING OF STRUCTURAL OR NCN-STRUCTURAL MEMB''R L1JRING CONSTRUCTION. EW EACH WAY SPEC SHOWE GA'ION EXT. EXTERIOR 8M5 SHEET METAL SCEW5 10. IT IS THE GENERAL CONTRACTORS RESPON5151LITY TO PROVIDE ALL EXPG EXISTING SQ SQUARE NECESSARY SHOP DRAWINsE,lUINDOWS, DOORS, ETC. TO DONALD EXP EXPANSION SS STAINLESS STEEL HEADDON LANG ALA, ARCH E- . FB.C, FLORIDA BUILDING CODE 57. STIRRUPS ALL WINDO.JiS AND DOORS SH,4-L BE CAULKED AND WEATHERSTD FDN FOUNDATION STANDARD .,TRIPPED. FIN FL. FINISH FLOOR STL, STEEL FLUOR FLUORESCENT 511 SWITCH '2. -^ESE %'✓✓'"'ENTS, AS INSTR`!ENTS OF SERVICE, ARE THE PROPERTY OF DONALD HEADDON LAN'GA',A, ARCHITECT AND $HALL NOT BE USED FO FLOOR OUTLET STM SYMMETRIC/ OR REPRODUCED WITH OUT THE EXPRESS WRITTEN CONSENT. FR FIRE RATED TEMP. TEMPERED FR DR FRENCH DOOR TB. THROUGH BOLT 13. THE CONTRACTOR SHALL BERESPONSIBLE FOR OBTAINING ALL il F FRAMING REQUIRED BUILDING AND 7RNDE PERMITS AND FOR THEIR RESPECTIVE R FAT OR FEET TBM TIE BEAM COSTS. THK THICK PURR PURRING i d G TOWGLE N GROOVE 14. ALL MATERIALS, FINISHES, -A-TERNS AND COLORS SHALL BE G.T. GIRDER TRUSS TOB TOP OF BEAM APPROVED OR SELECTED B' THE OWNER/ARCHITECT AND FURNISHED GA' GAUGE AND 'N5TA'LLED BY GENERALCONTRACTOR. REFER TO FINISH SCHEDULE GALV. GALVANIZED TO$B. TOP OF BOUND BEAM AND SPECIFICATIONS. TO.PL TOP OF WOOD PLATE GFI GROUND FAULT NTERRUPT T.O.T.B. TOP OF TIE BEAM _ o \O _.i S-5 - CNS .aR= ALLOED FOR MA ER = ., -=RE SPECIFIC �' GLASS TPH TOILET PAPER HOLDER M4NUFACT-RERS ARE ND!CAED, UNLESS A. =eo V � BY THE CND. GROUND OUNER/ARCNI?EGT. W-ERE AP OVED EQJA- '�5_D T SHALL BE GYP GYPSUM iYP. TYPICAL UNDERSTOOD THAT--E SJB5!T'UTE SHALL BE _:"'TENT AND GYP. BD. GYPSUM WALLBOARD U.N.O. UNLESS NOTED OT14ERL-16E APPROVAL OF THE ARCFJ'TEC, AND RREQUE6"5 = SUBSTITUTIONS UL UNDERWRITERS LABORATORIES SHALL B^ MADE N ' RiTIN6 R.'OR TO ORDERING A . ERIALS OR H08E BIBS COMME1,O NG C CR< SUCH REILIES 5 SHALL INCLUDE HE DATE, SCOPE HC HOLLOW CORE �� VERTICAL OF ..,ORK, A\Y ADDITIONAL OSTS TO THE OUINER AND ANY V.IF. VERIFY IN FIELD AN- C DELAYS CAUSE) BY SUCH CHANGES, HST. HEIGHT HOW. HORIZONTAL WA. WEDGE ANCHORS '.6. A "E-,�,- \-ER'OR PARTIT)NS SHALL BE 25 GAUGE GALVANIZED HM HOLLOW METAL. W/ WITH METAL ST uD6 M!\ w. UN; -ES OTHERWISE NOTED, EXCEPT THAT STEEL WC WATER CLOSET STUDS SUPPORTING HANGINGFIXTURES CABINETS, GRAB BARS, HPS. HOOPS CMTORS OR EQUIPMENTS) HALL BE 20 GAUGE GALVANIZED METAL HR HOUR WD. WIOQ2 STEEL STUDS AT 16 CC. -AXAND IN CO!%�F-L'ANCE WITH FBC. INVAC HEATING VENTILATION AIR CLND. WH WATERHEATER ENETRATIONS THROUGH RA;:D WALLS AND FLOORS SHALL BE SEALED HVHZ WM HIGH VELOCITY HURRICANE ZONE WASHING MACHINE V-- A MATERIAL ACCEPTABE OF PREVENTING TINE PASSAGE OF WITHOUT °L_ =5 AND HOT GASSES WFN SUBJECTED TO THE REQUIREMENTS OF ID INSIDE DIMENSIONW/O up WATER H_ 45- STANDARD SPECIE FOR FIRE STOPS ASTM E-814/UL 1419. INSUL INSULATION INSTALLATION SHALL BE OF OOP WORKMANSHIP AND AS PER INT. INTERIOR WPH WALL PHONE "^ANUFACTURER'5 RECOMMENATIONS. W5CT WANSCOT LAM. LAMINATE Wf WEIGHT F = :'8. TERM T�= PROTECTION 5HALL,E PROVIDED BY REGISTERED TERM1CfDES AS PER FBC. AL. BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES AS FBC. A CERTIFIATE OF COMPLIANCE SHALL BE ISSUED TO THE B!ILDING DEPARTTI BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS T. FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE'REATMENT FOR THE PREVENTION OF SUBTERRANEAN 7ERM!TE5. TRATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS ESTABLISHD BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUME' SERVICES." PROVIDE PERMANENT TERMITE TREATMENT 51GN POTED NEAR WATER HEATER OR L= T I A PA 'EL ^S ERB REV.a I5. WALL AND CEILING FINISHES HALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 ANCA SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER SECTION R302.9_ 20. ST-P-CTuE TO ADHERE TO GIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR DAMAGE PROIABILITIE5 FROM WEATHERING .AND TERMITE INFESTATION PER TABLE R3020). 21. ALL INSULATION MATERIALS -D HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKeDEVELOPED INDEX OF NOT MORE THAN 450 PER SECTION R302.10. I. ALL DIMENSIONS 5-4_L BE CPSIDERED "NOMINAL" UNLESS OTHERWISE NOTED. D.. \SiONS ON LARsE SLALE DRAWINGS OR DETAILS WILL PREVAIL OVER SMA__ER SCALED DRAUiII�GS. 2.DO NOT SCALE DRAWINGS. USE UGURED DIMENSIONS ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ICONDI710NS AND IN THE EVENT OF CONFLICT, NOTIFY ARCHITECT BEFORE PRC:EEDING. 3.SUBMIT 3 SETS SHOP DRAIU!NG-SFCR THE ARCHfTECTS REVIEW OF ALL ITEMS REQUIRING FABRICATION. DO NCI FABRICATE UNTIL APPROVED. 4.REFER TO STRUCTURAL DRAWIN:6 FOR REINFORCING, SIZES, NOTES, DETAILS AND SPEC5 ON FOUNDATION, TIE COLUMNS, COLUMNS, SLABS, STRUCTURAL BEAMS, DROP BEAMS AND FE NFORCED MASONRY J05 SITE COOK-DINATION I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBCONTRACTORS WOWING AT JOB SITE AND FOR ALL COORDINATION OF WORK 2. COORDINATE ALL STRUCTURAL WOW WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATIONS DIMENSIONS OF ALL PROJECT REQUIREMENTS. 55 2 LAU14 EL T N 5 FLOOR PLAN NOTES L NATURAL VENTILATION: I CERTIFY THAT THIS HOME 18 DESIGNED TO COMPLY WITH THE NATURAL VENTILATION REQUIREMENTS OF SECTION 402 OF THE FLORIDA BUILDING CODE 2014, MECHANICAL 2. SAFETY GLAZING ALL GLAZING IN SLIDING AND SWINGING DOORS, INCLUDING SHOWER AND TUB ENCLOSURES, TO BE SAFETY GLAZED AS PER 2014 F.B.C. 2406.4 d R308.4. ALL GLAZING IN ANY HAZARDOUS LOCATION OF A BUILDING WITH SILL LESS THAN 60" AFF. SHALL BE SAFETY GLAZED AS PER 2014 F.B.O. 2406.4 (5) d R308.4 (2) ALL GLAZING WITHIN 124" OF AND PARALLEL TO A DOOR SHALL BE TEMPERED 3. FIRE BLOCKING PROVIDE FIRE BLOCKING AT ALL CONCEALED SPACES. 4. ROUXaH OP NEINGS VERIFY ALL ROUGH OPENING AND MASONRY OPENING SIZES WITH MANUFACTURER'S PRODUCT SPECIFICATIONS. 6. EGRESS WINDOLU5 EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. EGRESS WINDOWS SHALL HAVE A MINIMUM NET OPENING OF 24" HIGH, 20" WIDE, AND MIN. NET AREA OF 5.1 S.F. FOR 2n6 FLOOR WINDOWS AND SO 5F. FOR let FLOOR WINDOWS. THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR LATCH AT 54" AFF. MAX- 1. INTERIOR NON -BEARING WALLS 25ea., 3" STL. STUDS e 24" O.C. Or." O.C. a AREAS RECEIVING TILE) W/ 1/2" GYPSUM BOARD ON BOTH SIDES. (TYPICAL) 8. BATHTUB AND SHOWER SPACES G = BATi-ITUB d SHOWER FLOORS d WAS-L.� ABOVE BATH TUBS WITH INSTALLED SHOWER HEADS d IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH AN IMPERVIOUS, NON -CORROSIVE, NON -ABSORBENT d WATERPROOF MATERIAL. MOISTURE RESISTANT BACKING BOARD REQUIRED UNDER IMPERVIOUS WALL AREAS IN BATH TUB a SHOWER SPACES. SUCH WALL SURFACES SHALL EXTEND NOT LESS THAN 6'-0" ABOVE THE ROOM FLOOR LEVEL. S. GARAGE SEPARATION FROM DWELLING UNIT GARAGE SHALL BE SEPARATED FROM THE DUELLING UNIT AND IT'S ATTIC AREA BYMEANS OF A MINIMUM I/'2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE IN ACCORDANCE WITH FBCR 3021b 10, GAFAACEg-PUUCTS DUCTS IN THE GARAGE d DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE MIN..01$" SHEET METAL d SHALL HAVE NO OPENINGS INTO THE GARAGE. 11. EXTERIOR OPENINGS NO OPENINGS ARE PERMITTED IN THE EXTERIOR WALL OF BUILDINGS SEPARATED FROM ADJACENT BUILDING BY A DISTANCE OF LESS THAN 6'-0" 12. BACKING- FOR CABINETS PROVIDE Ix4 MINIMUM HORIZONTAL BACKING IN KITCHEN W/ TOP e 35" AFF. d TOP e 8'-0" AFF. d IN BATHROOM VANITY 4R£45 W/ TOP 9 30" AFF. OR AS REQUIRED FOR CABINET ATTACHMENT. 13. SAFEGUARDS R3122.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMMIT OPENINGS THAT ALLOW PASSAGE OF A 4-INCH-DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR 14. ACCESSIBLE SPACE Ut`!R STAIRS ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED 51DE WITH 1/2" GYPSUM BOARD IN ACCORDANCE WITH FBCR. 302.1 15. GARAGE CEILINGS BENEATH HASITAB' E ROOMS 5/8" TYPE 'IX" GYPSUM BOARD FOR GARAGE CEILING BENEATH HABITABLE ROOMS SHALL BE FASTENED TO FLOOR/ROOF TRUSSES. PROVIDE_ R-li MIN, INSULATION. I6, DRAFTSTOPPING SEE STRUCTURAL PLANS FOR DRAFTSTOPPING LOCATIONS SHALL BE INSTALLED 50 THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQPT. PER FBCR 302.12 MATERIALS NOTES 1. ALL MATERIALS, FINISHES, PATTERN5 AND COLORS SHALL BE APPROVED OR SELECTED BY THE OURJER/ARCHITECT AND FURNISHED AND INSTALLED BY' GENERAL CONTRACTOR REFER TO FINISH SCHEDULE AND SPECIFICATIONS 2. NO SUBSTITUTIONS ARE ALLOWED FOR MATERIALS WHERE SPECIFIC MANUFACTURERS ARE INDICATED, UNLESS APPROVED BY THE OLNER/ARCHITECT, WHERE APPROVED EQUAL IS USED, IT SHALL BE UNDERSTOOD THAT THE SUBSTITUTE SHALL BE JUDGMENT AND APPROVAL OF THE ARCHITECT, AND REQUESTS FOR SUBSTITUTIONS SHALL BE MADE IN WRITING PRIOR TO ORDERING MATERIALS OR COMMENCING WORK SUCH REQUESTS SHALL INCLUDE THE DATE, SCOPE OF WORK, ANY ADDITIONAL COSTS TO THE OWNER AND ANY ANTICIPATED DELAYS CAUSED BY SUCH CHANGES. 3. ALL TIMBER IN DIRECT CONTACT WITH STEEL OR CONCRETE SHALL BE PRESSURE TREATED, HAVE AN APPROVED SEPARATING MATERIAL OR HAVE GALVANIZED ANCHOR SEAT. 4. ALL WOOD IN CONTACT WITH CEMENTITIOUS MATERIALS SUCH AS MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 5. ALL METAL INTERIOR PARTITIONS SHALL BE 25 GAUGE GALVANIZED METAL STUDS MINIMUM, UNLESS OTHERWISE NOTED, EXCEPT THAT STEEL STUDS SUPPORTING HANGING (FIXTURES, CABINETS, GRAB 5AR5, MONITORS OR EQUIPMENTS) SHALL BE 20 GAUGE GALVANIZED METAL STEEL STUDS AT 16" O.0 MAX. AND IN COMPLIANCE WITH FBC 2014. 6. SEE STRUCTURAL PLANS FOR MATERIALS REQUIREMENTS AND SPECIFICATIONS. GENERAL CONSTRUCT I DN R E UIREMENTS I- PENETRATIONS THROUGH RATED WALLS AND FLOORS SHALL BE SEALED WITH A MATERIAL ACCEPTABLE OF PREVENTING THE PASSAGE OF FLAMES AND HOT GA55ES WHEN SUBJECTED TO THE REQUIREMENTS OF THE TEST STANDARD SPECIFIC FOR FIRE STOPS A57M E-614/1.1- 14-M. INSTALLATION SHALL BE OF GOOD WORKMANSHIP AND AS PER MANUFACTURER'S RECOMMENDATIONS. 2 PROVIDE WATERPROOFING TREATMENT OVER AT ALL EXP05ED CONCRETE iLAB5 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 CUT OFF CONCEALED DRAFT SPACES BOTH VERTICAL AND HORIZONTAL. FIRE STOPS SHALL BE PROVIDED AROUND TOP, BOTTOM, AND SIDES 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 4X4'5 OR 4X6'S SHALL BE DOUGLAS FIR 2X4'5 USED FOR STRUCTURAL WOOD P05T COMPOSITE, YELLOW SOUTHERN PINE 02 OR BETTER. REFER TO STRUCTURAL PLANS. 9. 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 TRUSSES AND JOITS SHALL BE PROVIDED WITH PERMANENT CROSSA-ATERAL AND ALL BRACING REQUIRED TO RESIST UPLIFT AND LATERAL FORCES IN ACCORDANCE WITH FBC 2014. REFER TO STRUCTURAL PLANS, 11. ALL ROOF TRUSSES SHALL. BE ANCHORED AT EACH END TO CONCRETE BEAM OR NAILED TO TOP PLATES WITH THE APPROVED STRAPS SPECIFIED AT THE STRUCTURAL PLANS IN ACCORDANCE WITH FBC 2014. REFER TO STRUCTURAL PLANS. 12. FOR MINIMUM CONCRETE COVER OVER REINFORCING STEEL REFER TO STRUCTURAL PLANS DESIGN CRITERIA ELECTRICAL PLAN NOTES I. ALL SMOKE DETECTORS SHALL BE BATTERY BACK-UP TYPE. SMOKE DETECTORS SHALL BE INTERCONNECTED 50 THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT Z CARBON MONOXIDE DETECTORS SHALL BE INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES 3. ALL APPLIANCE / ELECTRICAL EQUIPMENT WILL BE PROTECTED AT NAME PLATE RATING AS PER NEC 1103 d 11021. 4. ALL ELECTRICAL CIRCUITS THAT SUPPLY THE FAMILY RM., DINING RM, LIVING RM., STUDY, HALLWAYS, BEDROOMS, CLOSETS AND FOYER SHALL BE ARC -FAULT PROTECTED. E% ALL 125 VOLT 15 d 20 AMP RECEPTACLES INSTALLED IN DWELLING UNITS SHALL BE TAMPER RESISTANT A5 PER NEC 406.11 6. INTERSYSTEM BONDING REQUIRED AND SHALL COMPLY WITH SECTION 250.S4, 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 COUNTERTOPS SHALL BE GFJ. PROTECTED a ELECTRICAL METER AND PANEL LOCATION MAY VARY AS PER SERVICE ENTRANCE LOCATION. 10. ELECTRICAL CONTRACTOR TO COORDINATE SERVICE WITH FPL. 11. A/C COMPRE56OR SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION 12. MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION. 13. IT 15 SUGGESTED THAT YOU CONFER WITH FLORIDA POWER AND LIGHT TO LOCATE THE ELECTRICAL METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY REQUREMENT5 14. PROVIDE DOUBLE FURRING AT EXTERIOR WALL FOR ELECTRICAL, PLUMB, ECT. 15. ALL EXTERIOR LIGHT FIXTURES TO BE SUITABLE FOR DAMP LOCATIONS. 16. ALL EXTERIOR RECEPTACLES SHALL NAVE BUBBLE COVER PLATE. 11. A MINIMUM OF 15 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-R402.4.5. 113. 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 ACCE5815LE: NEC 210.8. 21. ANY STUB UP CONDUIT STAKES USED FOR SUPPORT OF UNDERGROUND CONDUITS IN THE SLAB SHALL BE KEPT BELOW THE FINISHED SLAB TO PREVENT THE INTRUSION OF TERMITES. BOA FBC 110.3.11. PLUMBING NOTES 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH F.B.C. P2105 2. ALL FLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE P2101.1 F.B.C. 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH RIBC. PLUMBING CODE CHAPTER IL 4. VENTS PENETRATING THROUGH A WALL MUST BE A MIN OF O' FROM AN ADJOINING LOT LINE d 10' ABOVE GRADE PER F.B.G P3103.6 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" FROM THE BUILDING. 6. WATER SERVICE PRESSURE REL!EF VALVE SHALL COMPLY WITH F.B.G. 6013 1. W.H. P. d T. VALVE d LINE SHALL COMPLY WITH F.B.C. 504b TABLE P29032 MAXIMUM FLOW RAPES AND CONSUMPTIONS FOR PLUMBING FIXTURES, FIXTURE FITTINGS, AND APPLIANCES F'LLIMBiNG FIXTURE PLUM5Wj FIXTLIRE OR FIXTURE FITTING OR FIXTURE FITTING LAVATORY FAUCET 1.5 GPM AT 60 -51 SHOWER HEAD' 1.5 GPM AT 80 PSI SINK FAUCET 1.5 GPM AT ISO PSI WATER CLOSET 126 GPM AT 60 PSI c DISHWASHER 63 Wt`LONS PER CYCLE OR LESS (ENERGY STARiUATER SENSE CERTIFIED) WASHING MACHINE WATER FACTOR OF 8 OR LOWER (ENFIRSY STARN)ATER SENSE CERTIFIED) FOR 61: 1 GALLON PER MINUTE " 3.185 L/M I POUND PER SQUARE INCH " 6.855 i Pi A. A HANDHELD SHOWER SPRAY IS ALSO A SHOWIER 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 FBC-R 2. FIXTURE FLOW RATES SHALL COMPLY TABLE 29032 FBC-R 3. PROVIDE THERMAL EXPANSION TANK AT WATE''a HEATER TO COMPLY WITH F12SO3.4 5TH EDITION (2014) FLORIDA BUILDING CODE - RESIDENTIAL BROWARP CO. AMENDMENTS TO THE 5TH EDITION FBC (2014) CH. I 5TH EDITION (2014) FLORIDA BUILDING CODE - PLUMBING3 5TH EDITION (2014) FLORIDA BUILDING CODE - MECHANICAL 5TH EDITION (2014) FLORIDA BUILDING CODE - FUEL GAS 5TH EDITION (2014) FLORIDA BUILDING CODE - ENERGY 5TH EDITION (2014) FLORIDA BUILDING CODE - ACCES5IBILITY 2011 NATIONAL ELECTRIC CODE NFPA 101- LATEST EDITION APPLICABLE BUILDING CODE DESIGN 15 545E ON M05T 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" - 51NGL FAMILY RESID ENTIAL TYPE OF CONSTRUCTION TYPE OF CONSTRUCTION: TYPE "515" UNPROTECTED/UNSPRINKLERED ZONING QISTRICT CITY OF PARKLAND, FLORIDA ZONING CLASSIFICATION -RESIDENTIAL GRAPHIC -SCALE AWING INDEX ARCHITECTURAL CS - COVER SHEET Al - FIRST FLOOR PLAN A2 - SECOND FLOOR PLAN A3 - FRONT AND REAR ELEVATIONS 44 - RIGHT SIDE AND LEFT SIDE ELEVATIONS A5 - BUILDING SECTIONS A& - STAIR SECTIONS AND DETAILS Al - FIRST FLOOR ROOF PLAN AS - ROOF PLAN A9- TYPICAL LUALL SECTIONS DETAILS DI - TYPICAL CONSTRUCTION DETAILS D2 - ARCHITECTURAL DETAILS D3 - TYPICAL LUATERPROOFING/FLASHING DETAILS STRUCTURAL 5OC-FOUNDATION PLAN- 51C-I5T LEVEL FLOOR, BEAM5, AND ROOF 52G-2ND LEVEL COLUMNS, BEAMS, AND ROOF SDI -STRUCTURAL NOTES, 1-115G 50HEDULE5, 5D2-WALL SECTIONS, TYPIGAL DETAILS L"IET EI - FIRST FLOOR ELECTRICAL PLAN E2 - SECOND FLOOR ELECTRICAL PLAN M1 - MECHANICAL PLAN DETAIL REFERENCE Fl - FIRST FLOOR PLUMBING PLAN P2 - SECOND FLOOR PLUMBING PLAN SECTION REFERENCE ELEV "AFF. ELEVATION HEIGHT REFERENCE N T NORTH ARROW /♦ PLAN REVISION LABEL INTERIOR ELEVATION LABEL A BUILDING LOCATION REFERENCE MARK THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REOUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONCEALED FAVENERS OR ATTACHMEu I; ARE THE RESPONSIAILITY OF IHE CONTRACTOR OF RECORD A►I-�uF�pp10 � G� S up�ppv ASPN00`N V1'Tf10'FNBP� TEHIMITIF WARNIEGEND NON BEARING PARTITION Sj TYPIGAL INSULATED PARTITION WALL INDICATES WOOD FRAME PARTITION SOFFIT LINE ABOVE L7 %/ � SOFFIT IN PROFILE / -71 - uSZ rK TAIC'TF COVVTY T ulu p-ar #FVWWFD FOR C�hWLdANC4 REVIEWkA BXr Sftk Itl A NO PEANUT MILTST RE KEPT ON JOB NO INSPECTION WILL HE INUDr, mat ARCHITECTURE AND PLANNING AR0011598 333 CAMNO GARDENS BLVD, SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG AR0011598 PHONE: (561) 750,5551 FAX : (561) 750-0036 EMAIL• ARCHITECTSCIANCARCHiTECLNET WEB: WWW.IANCARCHITECLNET 5512 LAUREL ELEVATION C PALM CITY, ST. WOE COUNTY, FL GARAGE RIGHT LOT # 3 PROJECT NO- n.-I 1.01 PROJECT MC R- DHL DRAWN BY. MS SUBMITTAL DATES: PERMIT SET - 0618.17 REVWON DATES: REV.1 iiL'11:l8 SHEET: A9 1 EXTERIOR DOORS / WINDOWS SCHEDULE ID WINDOW/DOOR LOCATION DESCRIPTION FLANGE OPENING (W x H) DESIGN PRES. +P.S.F. DESIGN p�E5, -P.S.F. M.O. FOR EXTERIOR FRAMES (W x H) OI INTERIOR ENTRY DOOR 12" X 90" +313 -43 16 12" X Be 1/2" O2 INTERIOR 25 SH 31" X 63" +44 -41 38" X 63" O3 INTERIOR OVERHEAD DOOR 96" X 96" 'Be -49 96" X 96" ® INTERIOR 25 SH 31" x 63" +44 -41 38" x 63" O EXTERIOR 25 SH 31" X 63" +44 -58 38" X 63" © EXTERIOR SWING SIDE DOOR 31" X W., +42 0 -4131 41 1/2" X 99 1/2" O INTERIOR 25 SH 31" X 63" +44 -41 38" X 63" ® INTERIOR 25 SH 31" X 63" +44 -41 38" X 63" O9 INTERIOR 2-25 5H (2) 37" X 63" +44 -41 75" X 63" O INTERIOR 12-36 SH 26 1/2" X 16" +44 -41 21 1/2" X 16" 11 EXTERIOR 12-36 SH 26 112" X lb" +44 -58 160 3/8" X 16" 2 EXTERIOR 3-36 SH (3) 53 I/8" X 16" +42 -45/-54 ISO 3/8" X 16" 3 INTERIOR SLIDING GLASS DOOR (3) 48' X 96" +39 -43 146' X 96" 14 INTERIOR FRENCH DOOR 31" X 96" +42 -45 41 12" X E;9 12" 5 EXTERIOR 12-34 SH 26 12" X 50 5/8" +44 -58 21 12" X 50 5B" 1INTERIOR 25 "X63° 11 INTERIOR /2 --3 5H 26 12" X 50 5/8" +44 41 21 1/2' X 50 5/8" IS EXTERIOR OVERHEAD DOOR 192" X 96" +31 -45 192" X 96" ® INTERIOR 25 5H 31" X 63" +44 -41 38" X 63" ® INTERIOR 1/2-33 SH 26 12" X 38 3/8" +44 -50 21 1/2" X 38 3/6" 21 INTERIOR 12-33 SH 26 12" X 38 3/8" +44 -41 21 1/2" X 38 3/5" 22 INTERIOR 12-33 SH 26 12" X 38 3/8" +44 -41 21 1/2" X 3,5 3/5" 23 INTERIOR 12-33 SH 26 12" X 36 3/8" +44 -41 21 12" X 38 3/8" ® EXTERIOR 1/2-33 SH 26 12" X 38 3/8" +44 -58 21 12" X 38 3/8" ©5 EXTERIOR 24 S4E-EGRE58 31" X Be 12" +44 -41 38" X Be 12" 26 EXTERIOR 2-24 SHE-EGR.E55 (2) 31" X 59 12" +44 -41 15". X 59 12" 21 EXTERIOR FIXED GLASS 53 1/8" X 59 1/2" .42 -54 54 1/8" X 60 12" 29 EXTERIOR 24 5HE-EGRESS 31" X Be 12" +44 -58 38" X 59 12" ® INTERIOR 3-24 SHE EGRESS (3) 31" X 59 12" +44 -41/-58 112" X 59 12" 31 INTERIOR 34 SHE 53 1/5" X 59 112" +42 -45 54 1/8" X 59 112" 32 INTERIOR 1/2-33 SH 26 12" X 38 3/8" +42 -58 211121, X 38 3/8" 33 EXTERIOR 1/2-33 SH 26 12" X 38 3/8" +44 -41 21 1/2" X 36 3/8" ® INTERIOR 1/2-33 SH 26 12" X 38 3/8" +44 -41 21 1/2" X 38 3/8" 0 INTERIOR 24 SHE -EGRESS 31" X 59 12" +44 -41 38" X 59 12" © EXTERIOR 12-33 SH 26 12" X 38 3/8" +44 -58 21 1/2'' X 36 3/0" Q INTERIOR 12-33 SH 26 12" X 38 316" +44 -41. 21 1/2'' X 38 3/8" ® INTERIOR 12-33 5H 26 1/2" X 38 3/6" +44 -41 21 1/2" X 38 3/8" ® INTERIOR 25 SH 31" X 63" +44 -58 38" X 63" ©3 INTERIOR 24 SHE -EGRESS 31" X Be 1/2". +44 -41 38" X 59 12" ® EXTERIOR 24 SHE -EGRESS 31" X 59 1/2" +44 -58 33" X 59 12" ®5 EXTERIOR (3) 34 SHE -EGRESS (3) 53 1/8" X 59 1/2" +42 -54 ISO 3/8" X 59 12" IMPACT NOTE NOTE: THIS STRUCTURE SHALL HAVE ALL EXTERIOR GLAZED OPENINGS PROTECTED BY IMPACT RESISTANT GLASS, WITH SOLARBAN 104L LOW-E GLASS, BEARING A PRODUCT APPROVAL ACCEPTANCE NUMBER FRONT. GARAGE AND ANY SIDE SERVICE EXTERIOR DOOR SHALL BE IMPACT RESISTANT. INTERIOR DOOR SCHEDULE - DOOR TYPE FRAME REMARKS IIII0, W 14 T MAT, TYPE GLA65 MAT, DET. 1 2'-B" V-0" 1 3/8" WD RAISED PANEL, SWING SOLID CORE WD MTL. THRESHOLD, AIR TIGHT AND AUTO CLOSING, 20 MIN. FIRE RATED DOOR. AS PER FBC 2014 2 2 -8" V-0" 3/8" WD. RAISED PANEL, SWING WD, MARBLE SADDLE AT BATHROOMS, LAUNDRY ONLY 3 V-4" V-0" 3/8" WD. RAISED PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS ONLY 4 T-6" 8'-m" 1 3/8" Wp. RA15ED PANEL, SWING L0. MARBLE SADDLE AT BATHROOMS ONLY 5 2-2'-0" 8'-0" 1 3/8" WD. RAISED PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS ONLY 6 2 -6 V-0" WD. RAISED PANEL, SWING WD. 1 2-T-6' V-0" 1 3/8" WD. RAISED PANEL, SWING WD. 9 2-T-6" V-0" 1 3/6" LLI FRENCH DOOR SWING WD. 10 LITE FRENCH DR. / GLASS CAT. II SAFETY DOOR FRAME SHALL BE SOLID 2 x 4 RRABBITED WOOD FRAME AS PER FBC 2014 CLOSING DOOR SHALL BE TIGHT FLOOR PLAN LEGEND: AREA CALCULATIONS: FA REFRIGERATOR SPACE ELECTRICAL PANEL SURFACE MOUNTED FIRST FLOOR A/1- SPACE SECOND FLOOR A/C SPACE ❑5 DOUBLE SINK WITH DISPOSAL ELECTRICAL METER TOTAL A/C SPACE DISHWASHER H DRYWALL FINISHED PANTRY CLOSET WITH GAS COOKTOP SHELVES (5-16 SHELVES) COVERED ENTRY �E LINE OF CABINET ABOVE 42" DRYWALL FINISHED LINEN CL05ET WITH SHELVES (5-16 SHELVES) LANAI ❑F 36" HIGH COUNTER R❑ SHELF.4 ROD TOTAL Fal OVEN ❑S CAT II SAFETY GL. SHOWER ENCLOSURE m WASHER 4 DRYER SPACE �T 24" (W) CAT II SAFETY GLASS DOOR ❑ LAUNDRY SINK WJ UPPER CAB. (OPTIONAL) F-ul 42" HEIGHT GUARDRAIL ❑ AIR HANDLER UNIT AIR CONDENSING UNIT �V ❑W 34" TO 38" HEIGHT HANDRAIL LINE OF SECOND FLOOR ABOVE ❑K �L ARCH TRANSOM SEE DTL ON BHT A5 E MILLWORK O MIN. LINEOFFER CEILING LINOBSTRLICTED HEADROOM MUST BE IZI CsIAS WATER HEATER PROVIDE ABOVE THE ACCESS OPENING. NOTE: FOR MILLWORK AND BATHROOM RECESS NICHES REFER TO INTERIOR DESIGN DRAWINGS. NA51TA5LE SPACE OVER GARAGE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY R-20 SPRAY FOAM INSULATION AND 5/8" GYPSUM WALLBOARD TYPE "X" AS PER FBC 2014. 7/7A BONUS ROOM 2098 SQUARE FEET 2306 SQUARE FEET 4404 SQUARE FEET 125 SQUARE FEET 50 SQUARE FEET 201 SQUARE FEET 538(o SQUARE FEET WALL TYPE LEGEND : TYPICAL EXTERIOR PARTITION Ill (BEARINS) 8" CMU WALL WITH ONE LAYER OF 12" GYPSUM BOARD ON Ix 2 9RE56URE TREATED WOOD FURRING AT 16" -24" O.G. W/ R-4.1 ALFOIL INSULATION ON INTERIOR AND (2) COATS OF 1/2" MIN. STUCCO FINISH ON EXTERIOR TYPICAL INTERIOR PARTITION YAW- MDN-0EARIN61 a ONE LAYER OF 12" GYPSUM BOARD ON BOTH SIDES OF 3 12" 4 5 1/2" 25 METAL STUDS s 16" 24" O.C. MAX. GAUGE - GAI TYPICAL INSULATED PARTITION KALL NON-BEARINSI ❑3 ONE LAYER OF 12,, GYPSUM BOARD ON BOTH SIDES OF 3 12" 4 5 1/1 25 GAUGE METAL STUDS s 16"-24" O.C. MAX. PROVIDE MIN. R-11 GATT INSULATION - REFER TO PLAN FOR LOCATIONS, 2ND FLOOR TYPICAL EXTERIOR PARTITION KILL (BEARINS) [4]s' EXTERIOR (2) COATS OF 1/8" MIN. STUCCO FINISH OVER PAPER BACKED SELF FURRING GAI MTL. LATH OVER 5/6" CDX APA PLYWVJOD SHEATHING OVER 2X6/ 2X8 EXT. WOOD BEARING WALL W/5TUD5 ® IS" O.C. UJ/R-IS MIN. INSULATION Ull LAYER OF I2'' GYPSUM BOARD ON THE INTERIOR (VERIFY WITH STRUCTURAL DRAWINGS). � TYPICAL WOOD MARINO PARTITION MALL (EEARINS) ONE BOO 117P16 LAYER a HH I/ 2x WOOD STUDS 411 O.C. MAX (VERIFY WITH STRUCTURAL DRAWINGS) TYPICAL STONE VENEER EXTERIOR PARTITION WALL ($FARING) ® CONCRETE SURFACE TO BE GLEAN, NOT PANTED OR SEALED, FREE FROM OIL, DUST, AND DIRT. APPLY OVER V CMU WALL12X EXT. UYWOD SEARING WALL A U2" MN. SCRATCH COAT OF MORTAR MIX WITH INTEGRAL BONDING AGENT FOLLOW MANLFACTURE 5PECIFICATION'S. SEAL WITH A BREATHABLE TYPE MASONRY SEALER FOR A DRY -STACK JOINT AFPLICATICK O N I s Tn A A A5 52'-8" OVERALL WIDTH q'_C 4' 18'-10" I'-4" 1'-10" 4'1 LINE INDICATES EDGE OF PAVERS' TUB NIGH — — -- — — — — — — — — — — — 5 cp LINE INDICATES ED6E OF PAVERS ® o o IR -0 EGRESS Nt = 12 I LANAI E a 5471 4 ub 0' O - 10'-0" GLG 8 ;1 I II 18 -O N �� 8 II q -3 10 -I I1, <r 8' '-b" 4 II - II - O 6� I 1 2 ❑I � I 0 1 ry I Q _SI �� 4 -0 -q m 2 I a 0 f%y O a m �t G EGRESS I 5 KA I'-10" e" I ry D BEDROOi" f E5 .f I0'-0" CEILING - CIA I 5 O r I - b�� -O " W ❑H p I ©I I n LAUNDR ❑K 0-011 CLGO R N 10 -01, GLG F HATCH INDICATES 2 -O �" 13'-q" 2'-O '-0" 1'-b" L b'-10"-b" L� — J HABITABLE SPACE OVER GARAGE © DRYWALL BUILD OUT 2 -- — — — — — — — — — — — --� "w. _ m FRAME GLG. TO 30" AF.F - 9 4" CLG F — ,��_�� HATCH INDICATES HABITAB E SPACE Q fY _ S OVER GA E L-- J Q ILIA �% 6 1 CAR C::ARAGE 10-0" CEILING 4 L7 4" 2" SLOPE o z O N1 1111111 GLG 4 1'-0" WIDE �—RECE S'I x O O 1L AROUND ELECT. PANEL J — N — i o O 2 GAR GARAGE 10'-0" CEILING ---------------------- LINE OF O.H. GARAGE DOOR ABOVE I I I I I T 1B 5" D. PAVER RECESS THIS DOOR IS THE DESIGNATED I 0 WIDE MEANS OF EGRESS AND EMERGENCY MEANS OF ESCAPE. LANDINGS/ FLOORS AT THIS MEAN OF EGRESS DOOR SHALL NOT BE MORE THAN 11/2" LOWER THAN THE TOP OF THE THRESHOLD. ❑© 2'-8" lo'-o" 251-4" 52'-8" OVERALL WIDTH FIRST FLOOR FL -AN SCALE: 1/4" - 1'-0" 0 iv O 7 N O m DNAW ADDON TANG AD tCHITECT CI IITECTURE AND PLANNING 0011598 3 CAMINO GARDENS BLVD. IITE 102 )CA RATON, FLORIDA 33432 DRIDA REC. AR0011598 ]ONE: ((561 750-5551 X :861 750.0036 AIL ARCHITnalANGARCHITECTNET EB: WWWAANGARCHITECT.NET w r�rT 0 UIu U� 1 F� r2o _414 5512 LAUREL ELEVATION C PALM CITY, 51 LUCIE COUNTY, L. GARAGE RIGHT LOT # 3 PROJECT NO. 17,111.01 PROJECT Al DHL DRAWN BY: NIS SUBMITTAL DATES: PERMIT SET 0B.18.T/ REVISION DATES SHEET: A9 EXTERIOR DOORS / WINDOWS SCHEDULE P WINDOW/DOOR LOCATION DESGRIPTIO`• FLANGE OPENING (W x H) DESIGN PRIES. +P.SR DESIGN PRES, -P.S.F. M.O. FOR EXTERIOR FRAMES (W x N) DI INTERIOR ENTRY DOOR 12" X 56" +313 -43 16 1/2" X 99 112" O2 INTERIOR 25 SH 31" X 6311 +44 -41 38" X 63" O INTERIOR OVERHEAD DOOR 96' X 96" +39 -49 %" X %" ® INTERIOR 25 SH 311, X 631, +44 -41 381, X 631, O EXTERIOR 25 SH 311, X 631' +44 -58 381, X 631' © EXTERIOR SWING SIDE DOOR 311, X 9611 +42.0 -45.9 41 1/2" X 99 1/2" Ol INTERIOR 25 SH 311, X 631, +44 -41 38" X 631' ® INTERIOR 25 5H 311, X 63" +44 -41 381, X 6311 O9 INTERIOR 2-25 514 (2) 37" X 63" +44 -41 1511 X 631, O INTERIOR 1/2-36 SH 26 112" X 16" +44 -41 21 1/21' X 16" EXTERIOR 12-36 SH 26 112, X 161, +44 -58 I60 3/81, X 16, 12 EXTERIOR 3-36 SH (3) 53 1/8' X 1611 +42 -45/-54 160 3/81, X 16' 13 INTERIOR SLIDING GLASS DOOR (3) 48' X 96" +39 -43 146" X %" 14 INTERIOR FRENCH DOOR 37 X %" +42 -45 41 1211 X 99 12" 5 EXTERIOR 12-34 SH 26 12" X 50 5/811 +44 -58 21 121' X 50 5/8" 6 INTERIOR 25 SH-EGRESS 31" X 63" +44 -41 3811 X 631, 11 INTERIOR 12-34 8H 26 12" X 50 5/8" +44 -41 21 12" X 50 5/8" 18 EXTERIOR OVERHEAD DOOR 192' X 96" +3_1 -45 19211 X %" 19 INTERIOR 25 SH 31" X 63" +44 -41 381, X 631, INTERIOR 1/2-33 SH 26 12" X 38 3/6" +44 -58 211/2" X 38 3/6" 21 INTERIOR 1/2-33 5H 26 12" X 38 3/8" +44 -41 21 121, X 38 3/81, 22 INTERIOR 12-33 SH 26 12" X 38 30' +44 -41 21 121, X 38 3/8" 23 INTERIOR 12-33 SH 26 12" X 38 3/8" +44 -41 21 12" X 38 3/8" 24 EXTERIOR 1/2-33 SH 26 121, X 38 3/81, +44 -58 21 12" X 38 3/8" ©5 EXTERIOR 24 SHE-EGREB6 31" X 59 12" +44 -41 30" X 59 12" 26 EXTERIOR 2-24 SHE -EGRESS (2) 31" X 59 1/2" +44 -41 15" X 59 12" 2l EXTERIOR FIXED GLASS 53 116" X 59 1/2 +42 -54 54 1/8" X 60 12" Q EXTERIOR 24 SHE -EGRESS 31" X 51312" +44 -58 38" X 59 12" ® INTERIOR 3-24 SHE EGRESS (3) 311, X 59 1!1" +44 -41/-58 11211 X 59 1/2" 31 INTERIOR 34 SHE 53 1/811 X 59 121, +42 -45 54 1/8" X 59 1/2" 32 INTERIOR 12-33 5H 26 12" X 38 3/8" +42 -58 211121, X 38 3/81, 33 EXTERIOR 12-33 SH 26 12" X 38 318" +44 -41 211121, X 38 3/8" ® INTERIOR 12-33 SH 2(0 1211 X 38 3/81, +44 -41 21 12" X 38 3/8" © INTERIOR 24 SHE -EGRESS 31" X 591/2" +44 -4-1 38" X 59 12" 36 EXTERIOR 12-33 6H 26 12' X 38 3/8" +44 -50 21 12" X 38 3/8" 3l INTERIOR 12-33 SH 26 12' X 38 3/8" +44 -41 21 1/2" X 38 3/8" ® INTERIOR 1/2-33 SH 26 12' X 38 3/8" +44 -41 21 1/2" X 38 3/6" 39 INTERIOR 25 SH 31" X 63" +44 -58 381, X 631' INTERIOR 24 SNE-EGRESS 311, X 59 1/211 +44 -41 38" X Be 12" ® EXTERIOR 24 SHE -EGRESS 311, X 591/21, +44 -58 38" X $9 1211 ®5 EXTERIOR (3) 34 SHE -EGRESS (3) 53 I/8" X 59 12" +4.2 -54 60 3/811 X 59 1/2" MPACT NOTE: NOTE: THIS 5TRUC7URE SHALL HAVE ALL EXTERIOR GLAZED OPENINGS PROTECTED BY IMPACT RESISTANT GLASS, WITH SOLARBAN 70XL LOW-E GLASS, BEARING A PRODUCT APPROVAL ACCEPTANCE NUMBER FRONT. GARAGE AND ANY SIDE SERVICE EXTERIOR DOOR SHALL BE IMPACT RESISTANT. INTERIOR DOOR SCHEDULE: DOOR TYPE FRAME REMARKS o. W H T MAT. CsLASS MAT, DIET, 2 -8 8 0 13!S WD. RAISED PANEL, SWING SOLID CORE WE). MTL. THRESHOLD, AIR TIGHT AND AUTO CL05'NG, 20 MIN. FIRE RATED DOOR AS PER FBC 2014 2 2 -8" V-011 1 3/811 WD. RAISED PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS, LAUNDRY ONLY 3 2 -4" 81-011 1 3/81' WD. RAISED PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS ONLY 4 2 -(o" 81-011 1 3/81' WD. RA15ED PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS ONLY 5 2-2 -0" V-011 1 3/81 WD. RAISED PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS ONLY 6 2 -6 V-011 WD. RAISED PANEL, SWING WD. 1 2-2 -611 V-011 1 3/81' WD. RAISED PANEL, SWING WD. 9 2-2'-611 8'-011 1 3/8" J.D.FRENCH DOOR SWING WD, 10 LITE FRENCH DR / GLA55 CAT. II SAFETY DOOR FRAME SHALL BE SOLID 2 x 4 RABBITED WOOD FRAME AS PER FBC 2014 CLOSING DOOR SHALL BE TIGHT FLOOR PLAN LEGEND: REFRIGERATOR SPACE ❑N ELECTRICAL PANEL SUq=ACE MOUNTED ❑5 DOUBLE SINK WITH DISPOSAL �O ELECTRICAL METER DISHWASHER �P DRYWALL FINISHED PANTRY CLOSET WITH GAS GOOKTOP ❑0 SHELVES (5-16 SHELVES) DRYWALL FINISHED LINEN CLOSET WITH ❑E LINE OF CABINET ABOVE 42" SHELVES (5-I6 SHELVES) ❑F 36" HIGH COUNTER ❑R SHELF a ROD ❑G OVEN Fal CAT II SAFETY GL. SHOWER ENCLOSURE 2 WASHER d DRYER SPACE FTI 24" (W) CAT II SAFETY GLASS DOOR ❑1 LAUNDRY SINK W/ UPPER GAB. (OPTIONAL) [u] 42" HEIGHT GUARDRAIL ❑J AIR HANDLER UNIT w 34" TO 38" HEIGHT HANDRAIL ❑K AIR CONDENSING UNIT ❑W LINE OF SECOND FLOOR ABOVE ❑L ARCH TRANSOM SEE DTL ON SHT A5 ACCESSA "MIN. MILLWORK LINE OF COFFER CEILING M S UNOBSTRUCTED HEADROOM BE ❑z GAS WATER HEATER PROVIDE ABOVE THE ACCESS OPENING. NOTE: FOR MILLWORK AND BATHROOM RECE55 NICHES REFER TO INTERIOR DESIGN DRAWINGS. HA5ITA5LE SPACE OVER GARAISE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY R-20 SPRAY FOAM INSULATION AND 5/811 GYPSUM LALLBOARD TYPE "X" AS PER FBC 2014. AREA CALCULATIONS: rIFZ51 rLVVK A/L1 5r'RLIt Cti-nnln =I nn= Ail- C=AI-= l3HFf-Y.iG COVERED ENTRY LANAI TOTAL L (O'J!S �C,2UAKt rtt Ou/ , Cnl IA== ===T ICJ Ju(uH1�G rGG I 50 SQUARE FEET 201 SQUARE FEET 5386 SQUARE FEET WALL TYPE LEaND : TYPICAL EXTERIOR PARTITION WAIL (BEARING) 8" CMU WALL WITH ONE LAYER OF 12" GYPSUM BOARD ON Ix 2 PRESSURE TREATED WOOD FURRING AT 16" -2411 O.G. W/ R-4.1 ALFOIL INSULATION ON INTERIOR AND (2) COATS OF 1/2" MIN. STUCCO FINISH ON EXTERIOR TYPICAL INTERIOR PARTITION WALL NON -BEARING) ❑2 ONE LAYER OF 12" GYPSUM BOARD ON BOTH SIDES OF 3 1211 t 5 1/2" 25 GAUGE METAL STUDS B 1611 - 2411 O.C. MAX. GARAGE TYPICAL I1151LATEII PARTITION WALL MOH -BEARING) ONE LAYER OF 12" GYPSUM BOARD ON BOTH SIDES OF 3 1/211 6 5 1/2" 25 GAUGE METAL STUDS 9 I611-24' O.C. MAX. PROVIDE MIN. R-II BATT INSULATION - REFER TO PLAN FOR LOCATIONS. 2ND FLOOR TYPICAL EXTERIOR PARTITION WALL (BEARING) ® r' EXTERIOR (2) GOATS OF 1/6" MIN. STUCCO FINISH OVER PAPER BACKED SELF FURRING GALV. MTL. LATH OVER 5/8" CDX APA PLYWOOD SHEATHING OVER 2X6/ 2X6 EXT. WOOD BEARING WALL W/STUDS Q IV' O.C. W/R-I9 MIN. INSULATION W/ONE LAYER OF 1/2'' GYPSUM BOARD ON THE INTERIOR (VERIFY WITH STRUCTURAL DRAWINGS). ❑5 TYPICAL WOOD BEARING PARTITION AALL (BEARING) ONE LAYER OF 12" GYPSUM BOARD ON BOTH SIDES OF 3 12" a 5 1/2" 2X WOOD STUDS m 1611 -24" O.G. MAX. ( VERIFY WITH STRUCTURAL DRAWINGS) TYPICAL 5TONE VENEER EXTERIOR PARTITION MLL (BEARING) © CONCRETE SURFACE TO BE CLEAN, NOT PAINTED OR SEALED, FREE FROM OIL, DUST, AND DIRT. APPLY OVER B" CM WALL/2X EXT. WOOD BEARING WALL A ITN' MN SCRATCH COAT OF MORTAR MIX WITH INTEGRAL BONDING AGENT FOLLOW MANUFACTURE SPECIFICATIONS. SEAL WITH A BREATHABLE TYPE MASONRY SEALER FOR A DRY -STACK JOINT APPLICATICK 521-811 OVERALL AIDTH O r m 29 31 <O �r -' GRES 21_011 EGRESS- r O N -2" 2'-011 m 4 o -O" -5" II 4 41-211 111 ry 4 { {51 MAST-J BEDROOI J ( L❑ m_ 2 TUB 2 FULL HEIGHT GLASS SHOWER UAANND FOR ABOVE TUB BATL4 � 5'-6" 9'-4" GLG 1'-411 ry SHOWER o 4 T MIRK LAv. o� .D ©3 3� II 6 11 I BONUS ROOM V-4" CEILING O 1 REFER SH T Arc FOR STAIR PETA T.AND CONNECTION 41_511 'F 14'-5" 611 L'F 0 I` 8' I 1 41_ II o 1 I I 1 10,-811 2 - �r O LAV. - MI ° ° F_7 4'-411 " J _ W.G. �� l-J I _ T �t c0 m Lu -A w O - <t ❑IIIlz 11- , IF LR] I W.LC. I 9l_ All GLG ® I'-2" 811 A A5 - - A/C CHASE _ J x7j 131 -2II6 I 41-q O M7 31I U 0 41m EGRESS II 4-v A A5 I r CIAj - 51111 DN m I PROMDE MIN. 41, CLEAR AHU m' (TYPICAL) TUB B,4T�4 3 9'-411 CLG „e 2'-1" � ° 1 ( }BEDROOM ®I ® I 412'i0" 4 g_41CEILING IP-211 ff V V -o N - ❑R 6'-61 - _L ry - ❑ - 5141 't al' „ Y. 4 TUB NIGHE B ROO T`GfkFtG SE FLOOR . EL (+) II 12" j ' 10' 111 � U.'" V. Oi 31 4 II 1 U 1 11 1 II 1-2 4-4 5-O 4-4 `� i7777, m 9'-4" CEILING 11_011 411 1_211 11 51-211 11-101, 5 4" ll{{ 1 r++ all � Y ,+- + II 1 _ s' 04 EGRESS •", EGRESS ,;_ ❑ C 0 90 ,1.. ° 0 4 I MIRK o� 5A7 BDROOM.; 12'-0" �4 411 -I" c 1" EGRESS"°�I+ o 2LOWER ------ 9 -- - - - - -a ROOF I II ------------ - T;------------------------- I - 25 m 81 I I 81 I I I Zzi_ � 1'-4"4'1 � I-1011 4111'_21 TUB ry I + � 4 I SCALE: 1/4" , I_011 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 ARCHITECTSOLANGARCHBECLNEF WEB: WWW.LANGARCHITECF.NET Y \ eq rclf� U�u o L 5512 LAUREL ELEVATION C PALM CITY, ST. WOE COUNTY, FL I;AMGE RIGHT LOT #3 Imo® PROJECT NO: 17.11101 PROJECT MGR.' DHL DRAWN BY: MS SHEET: A9 WIND FRESSI,IRES ® + 44, -41 PSF ® + 44, -58 PSF © +42, -45 PSF QD +42, -54 PSF O +35, -43 F'SF O +313, -49 PSF O + 31, -41 PSF QH + 31, -45 PSF to + 42, -4`l PSF FIN15H LEGEND ® FLAT OR 5-5TYLE CEMENT TILE ROOF © 2X8 SMOOTH FINISH WOOD FASCIA (PRE -PRIMED SPRUCE) © SMOOTH FINISH STUCCO DECORATIVE SHUTTER SMOOTH FINISH SEE DTL "D-1" O STONE VENEER DECORATIVE CORBEL SEE DTL D-2 COACH LIGHT KNEE WALL DETAIL SCALEo 1,12" = 1'-0" SINGLE HUNG WINDOW 24 SHE WINDOW TYR EGRESS WINDOWS DTL. SGALE: 1/2" = I'-'J" 12" 5"� 7oP OF WDW a DR ELEV. +19'-a° SEE DTL "D-3" - 111141 2ND FLR. ROOD FRAME CON5TRUCTION SEE DTL toll 12" TOP OF 2ND FLOOR TRUSS ELEV. 70P OF BM t._ 1 ;4 h ELEV, ,a' -OW a DR y 3—. SEE DTL FINISHEp FLOOR ELEV. tp'-p" TOP OF BM iA ELEv.+2P-o" 11 0 iOP OF WDW / pR ELEVV +19'-a" r Z ri7 jI� j�,h'{ SEE DTL "D-4" +2" m m 12to " — — ® KNEE WALL --J SEE DETAIL BELOW �z. 12" ONT ELEVATION FOR ALL. DETAILS REFERENCED ON THIS SHEET, SEE SHEET D-Z E C SEE DTL (813'•o ix8n•�u ENTRY DOOR ■1 12" 12" i 22'-a" 2ND FLR. AOOD FRAME CON5TRUCTION +2" 3-, I/2-33 SN 3K� I/2-33 SN 12" ®" cz I E FJTL "R-5 e; c fi T ". SCALE- 1/4" = I'-o" TOP OF 5M/TRU55 BEARING ELEV. +25'-0" SEE DTL "D-4" TOP OF WDW d DR ELEV. © L z ll O V SOS s S Ln �z O LL —SEE DTL "D-3" q N TOP OF 2ND FOR TR15S h LO H ❑ ELEV +IP-b" TOP OF BM ELEV. +10'-0" $ TOP OF WDW d ELEV. JI FLOOR TOP OF ELEV. ?� 1 34 SHE Ilse BI 24 5HE "r EGRESS SEE DTL s (3) 34 5HE ©� ® ®I�EGCESS TOP OF 2ND FLOOR TRJ55 — _ — — — _ — `£': ® @ _ TOP OF 2ND FLOOR TR055 h ELEv�+ll'-6" ELEV. SEE DTL "D-5" TOP— TO � I to" ——-------- — — — — — — — —— — +2" ELEV. +lo'-o" 3, TOP OF WDW 1 DR � ,� `� TOP OF WDW < DR h ELEV- 8'-0" ELEV. + 00 ' {+2" SEE SEE DTL FINI614Ep FLOOR _-------------- ELEV. to,_0" © Q IREAfR ELEVATION FOR ALL DETAILS REFERENCED ON THIS 5HEET, SEE SHEET D-2 —----_--- FINISHED FLOOR — ELEV.tO'-o° SEE DTL © @ @ SCALE: 1/4" = 1'-0" F31q, COPY DONALD iWDON LANC M ARCHITECT ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG AROOT1598 PHONE: 561 750.5551 FAX : 561 750.0036 Ell ARCHEfEGTM®IANGARCHITECLNEt WEB: WWW.LANCARCHITEC%NET p 5w F—i 0 U U� ^^ "L I--i 5512 LAUREL ELEVATION C PALM CITY, ST. LUCIE COUNTY, FL GARAGE RIGHT LOT # 3 PROJECT NO_ 17.111.0i PROJECT Ml DHE DRAWN BY: NIS SUBMITTAL DATES: PERMIT SET OB.18.' 7 REVISION DATES: SHEET: 43 AS KNEE WALL DETAIL SCALE:'r" = I' -/All WIND PRESSURES ® + 44, -41 PSF ® + 44, -58 PSF © +42, -45 PSF ® +42, -54 PSF Q +39, -43 PSF O +39, -43 PSF O + 31, -41 PSF d + 31, -45 PSF (D 42, -49.9 PSF FIN15H LEGEND liqL�jJWS o TRJIBS BEARING/tOP OF BM ELEV. +21'-m" o TOP OF WDW 4 DR ELEV. +19'-8" 2'-1" I I'-2" FRAME ON5TRUGTION 2ND FLR. AOOD FRAME GONSTRUGTION 12" H 5 TOPOFBM U ---- ELEV. +1m'-m" TOP WDW t DR r .T"` ,r I� �FlKILL- LE J EV t SEE DTL "D-5 ir IL A ,�. FINIBHED FLOOR-`""'' ELEV. tm'-m" - - - KNEE WALL L3 5'-m'a9'-m" O.HP' SEE DETAIL BELOW O R FLAT OR 6-STYLE CEMENT TILE ROOF ® 2X8 SMOOTH FINISH WOOD FASCIA (PRE -PRIMED SPRUCE) © SMOOTH FINISH STUCCO DECORATIVE SHUTTER SMOOTH FINISH SEE DTL 1ID-1" G❑ STONE VENEER 0 DECORATIVE COR5EL SEE DTL D-2 COACH LIGHT 51NGL E HUNG WINDOW 24 SHE WINDOW W.O.= 37" X 59 1/21' TYR EGRE55 WINDOW-5 DTL. SCALE: 1/2" = I'-m" ` ELEv. +21'-0" TOP OF WDW 4 DR ELEV. +19'-8" ,9 12" 12" 5" 1'-4" 2ND FLR. WOOD FRAME GON5TRUGTION Iz'1 Q5" TOP OF BM ELEV, +21'-m" TOP OF WDW It DR -' _7 443 - - - - - - - - - - 11 - - - - - G _ ELEV. SEE I'D-511 � j +211 f.. j21R'. 24 SIHE: �� EGRESS SEE DTL 11D-311 ® V2-394f G.lS9' SH GLA°S ® ® SEE DTL "D-3" TOP OF 2ND FLOORTRUSS� ------------------------------------ - 4 - - - - - - - - - - - ELEV.. +I SEE DTL "D-5" +2" TOP OF WOW 4 DR h SEE DTL D5 --------- - - - - ---- - - ---- - 11 ELEV. 8'-lo" SEE DTL,. 4 - - - - - - - - - - - - - - - - - RIGHT ELEVATION - FOR ALL DETAILS REFERENCED ON THIS SHEET, SEE SHEET ID2-D3 12'1 w cD ,iL °E DTL "D-5 +211 2 g Ec,RESS J4 Ec RES24 S SEE DTL "D EGRESS' TOP OF 2ND FL0OR TRU55 ® ® O ELEV. - - - - - - - SEE DTL "D-5" TOP OF BM +2" ELEV. +Im'-m" - OII TOP OF� pWDW t DR ELEv. -m'1 fA DTL 31, SEE P' 1.0-311 �- FINISHED FLOOR - - - - - - - - - - - ----- ---- ELEV.tm'-m" �' , � i/2-34 SH I� ECsRESS E DTL "D-5" +211 SEE DTL "D-5" - +2'1 -SEE DTL ® Q ® �� E ®ESS ' IIr1_'jll SEE DTL SEE D1 Ip_3,1 FINISHED FLOOR ELEv. 1`�FRENCBpR� I/2-36 BH i®I/2-36 SF- 0 l2) 25 SH � 25 SH `� 25 SH LEFT ELEVATION BONUS Room 455E DTL "D +2" 6 , U0`06O O TOP OF BM/TRUSS BEARINCs ELEv. +21'-m" TOP OF WDW 4 pR ELEV. +19'S CIONAW HIME)ON LANC AIA ARCHITECT ARCHITECTURE AND PLANNINC AR0011598 333 CAMINO CARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REC AR0011598 PHONE: (561) 750-5551 FAX : (561) 750-0036 EMAIL ARCHITE OLANGARCHITECTNET WEB: WWWLANGARCHITECT.NET 5512 LAUREL ELEVATION C PALM CITY, ST. LUCIE COUNTY, FL GUACE RICHT LOT # 3 PROJECT N0: 17.111.01 PROJECT MGR: DHL DRAWN BY: N IS SUBMITTAL DATES: PERMIT SET 0&18.17 TOP OF BM ELEv. +1m'-m" TOP OF WDW 4 DR ELEv. +a'-m" FINISHED FLOOR ELEv. gym'-m" - - - - REVISION DATES: SCALE: I/4" = I'-m" File C SHEET: 44 1412 s VARIES (SEE PLAN) 2ND FLOOR ONLY 3'-l" TO T AND SMALLER AND LARGER TYPICAL INTERIOR ARCHES DETAIL. NOTE: PROVIDE SAME TRANSOM HGT. AT SECOND FLOOR WITH NO ARCHES FINISH LEGEND ® FLAT OR 5-5TYLE CEMENT TILE ROOF ® 2X& SMOOTH FIN15H UJOOD FASCIA (PRE -PRIMED SPRUCE) © SMOOTH FIN15H STUCCO 0 DECORATIVE SHUTTER SMOOTH FINISH SEE DTL "D-I" r3 STONE VENEER H4 DECORATIVE CORE3EL SEE DTL D-2 COACH LIGHT APPROVED 1/2" GYP. BIRD. CLG. FASTENS TO BOTTOM OF FLOOR/ROOF TRUSSES. REFER TO STRUCTURAL DU65FOR ATTACHEMENT - SCALE: 1/2" = 1'-0" I I I F-7LLL�� METAL STUDS PARTITION 1/2" GYP. DRYWALL ATTACHED TO METAL STUDS TYPICAL COFFER DETAIL SCALE: 1/2" = I'-O" TOP OF BM 1 ELEV. .21'-0" TOP OF 2ND FLOOR OPENINGS ELEv.. l5'-8" h TOP OF IN FLOOR TRUSS 4 ELEV..IP_S" r REFER SHEET A6 FOR -� I STAIR DETAILS AND CONNECTIONS. I I TOP OF FINISH FLOOR ELEV.7777/7 COVESTRO OCX - NFPA 286 CERTIFIED R-20 SPRAY FOAM INSULATION 5 I II I' i; ' � FAMILY MONOLITHIC FOOTING. REFER TO STRUCTURAL PLANS FOR SIZE e REINFORCEMENT. (TYP.) COVESTRO OCX - NFPA 286 CERTIFIED R-20 SPRAY FOAM INSULATION TOP OF BEAM , �� Il2-33 SFJ © 12" ENTRY T OF BP1 ELEV + II'- " FINISH FLOOR �I_® SLOPE PAVERS PITCH AWAY INTERLOCKING PAVERS OVER COMPACTED SAND E CT I Oil 74 I I L REFER TO TYPICAL COFFER DETAIL SHEET A5 JI ( BEDROOM 3 1=0YER r. O N HALL CONC. SLAB - REFFE�-TO STRUCTURAL PLANS FOR SITE a REINFORGEMEKtt. (TYP.) f. wt /—FLAT OR S-STYLE / CEMENT TILE ROOF CONC. SLAB - REFER TO STRUCTURAL PLANS FOR SIZE 4 REINFORCEMENT. (TYP.) A/G CLOSET O 0 N FLAT OR S-STYLE PREFAB. ENG.WOOD CEMENT TILE ROOF ROOF TRUSSES s 24" O.G. AS PER MFG SPECS. BEDROOM #4 LA� UNCH �I LAUNDRY INTERIOR MONOLITHIC FOOTING. REFER TO STRUCTURAL PLANS FOR SIZE E REINFORCEMENT. (TYP.) PREFAB, ENG. WOOD ROOF TRUSSES @ 24" O.C. AS PER MFG SPECS. MASTER DEDROOM O GA5LJAL DINING / FAMILY ROOM BEYOND LANAI MONOLITHIC FOOTING. REFER TO STRUCTURAL PLANS FOR SIZE 6 REINFORCEMENT. (TYP.) SCALE: 1/4" = I'_0" ELEV.. 21'-0" TOP OF 2ND FLOOR TRUSS ELEv. + II'-8" TOP OF FINISH FLOOR ELEV.:0'-0" SCALE: 1/4" = 1'-0" ELEV.. 21'-0" )R OPENINGS ELEV . 15'-8" TOP OF 2ND FLOOR TRUSS ELEV. + II' -a" TOP OF IST FLOOR OPENING ELEV.. V-0" ' COVESTRO OCX - NFPA 286 CERTIFIED R-20 SPRAY FOAM INSULATION SLOPE PAVERS PITCH AWAY INTERLOCKING PAVERS OVER COMPACTED SAND TOP OF FINISH FLOOR ELEV. f0'-0" DONALD MEADDON 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 EMAL ARCHITECTS®IANGARCHITECT.NET WEB: WWW.LANCARCHITECT.NET W r U�u U� n '4 F� 5512 LAUREL ELEVATION C PALM CITY, ST. LUCIE COUNTY, FL GARAGE RICK LOT # 3 PROJECT NO. 17.111.01. PROJECT MGR: DHL DRAWN BY: MS SUBMITTAL DATES PERMIT SET 0&76.17 EXTERIOR DOO / WINDOW5 5CHEDULE ID WINDOW/pOOR LOCATION DESCRIPTION FLANGE OPENING (W x H) DESIGN FIRES. +P.S.F. DESIGN PRES. -P.5F. M.O. FOR EXTERIOR FRAMES (W x H) O INTERIOR ENTRY POOR IT: X 96" +39 -43 ':8 112' X 99 1/2" ORE INTERIOR 25 SH 31" X 63" +44 -41 35" X 63" V INTERIOR OVERHEAD DOOR Bel" X Bell, +313 -413 Bel" X 96" ® INTERIOR 25 SH 31" X 63" +44 -4-1 38" X 63" O5 EXTERIOR 25 SH 31" X 63" +44 -50 38" X 63" �J EXTERIOR SWING SIDE DOOR 31" X Bel''' +42.0 -49.5 411/2" X 99 I/2" G INTERIOR 25 SH 311' X 63" +44 -41 38" X 63" ® INTERIOR 25 SH 31" X 63" +44 -41 38" X 63" ® INTERIOR 2-25 SH (2) 31" X 63" +44 -41 l5' X 63" IO INTERIOR 1/2-36 SH 26 12" X lb" +44 -4I 11 J2" X 16" II EXTERIOR 12-36 SH 26 12" X 76" +44 -58 160 3/8" X 16" 12 EXTERIOR 3-36 SH (3) 53 1/8" X 1.6" +42 -45/-54 160 3/8" X lb" 13 INTERIOR SLIDING GLA55 DOOR (3) 45" X 96" +39 -43 146" X 96" 14 INTERIOR FRENCH DOOR 31" X 96" +42 -45 41 1/2" X 99 1/2" 15 EXTERIOR 1/2-34 SH 26 1/2" X SO 5/0" +44 -58 21 1/2" X 50 5/8" 16 INTERIOR 25 5H-EGRE55 31" X 63" +44 -4 1 38" X 63" 11 INTERIOR 12-34 5H 26 1/2" X SO 5/8" +44 -41 21 1/2" X 50 5/6" 18 EXTERIOR OVERHEAD DOOR 192" X S6 +31 45 192" X 96' 19 INTERIOR 25 BH 31" X 63" +44 -41 3a" X 63" C INTERIOR 1/2-33 5H 26 12" X 38 3/8" +44 -58 21 1/2" X 38 3/8" 21 N'ERIOR 1/2-33 5H 26 1/2" X 38 3/0" +44 -4-1 21 1/2" X 38 3/8" 22 INTERIOR 1/2-33 SH 26 112" X 38 3/8" +44 -4-1 21 !/2" X 38 3/6" 23 INTERIOR !/2-33 5H 26 1/2" X 38 3/a" +44 -47 21 1/2''' X 36 3/3" 24 EXTERIOR 1/2-33 SH 26 1/2" X 38 3/8" +44 -55 21 I/V X 38 3/8" J EXTERIOR 24 SHE -EGRESS 37 X 5B 12" +44 -4-1 38' X 58 112" 26 EXTERIOR 2-24 5HE EGRE55 (2) 3" X 59 1/2" +44 -4-1 15" X 59 1/2" 21 EXTERIOR FIXED GLASS 53 I/8" X 59 12" +42 -54 54 1/6" X 60 112" 29 EXTERIOR 24 5CE-EGRE55 31" X 59 1/2 +44 -58 38" X 59 1/2" CON:.ERIOR 3-24 SHE EGRE55 (3) 31" X 59 1/2" +44 -4l/-58 112" X 59 1/2" 31 INTERIOR 34 SHE 53 1/8" X 59 1/2" +42 -45 54 1/8" X 59 112" 32 INTERIOR 1/2-33 SH 26 1/2" X 38 3/6" +42 -58 21 i2' X 38 3/8" 33 EXTERIOR 1/2 33 SH 26 1/2" X 38 3/8° +44 -41 21 112" X 38 3/8" 34 IN'ER20R 12 33 SH 26 1/2" X 38 3/8" +44 -41 21 1/21, X 38 3/8" 35 INTERIOR 24 6WE-EGRE55 31" X 59 12" +44 -41 38' X 59 12' 36 EXTERIOR 1/2-33 SH 26 1/2" X 38 3/5" +44 -58 21 1/2" X 38 3/5" 3l INTERIOR 1/2-33 5H 26 1/2" X 38 3/8" +44 -41 21 112" X 36 3/8" ® INTERIOR 1/2-33 SH 26 12" X 38 3/0" +44 -41 21 112" X 38 3/8" 3B INicRIOR 25 SH 31" X 63" +44 -58 38" X 63" 53 INTERIOR 24 SHE -EGRESS Bill X 59 1/2" +44 -41 35" X 59 1/2" 4 EXTERIOR 24 SHE-EGRE55 31" X 59 1/2" +44 -58 35" x 59 1/2" 55 EXTERIOR (3) 34 5HE-EGRE55 (3) 53 /511 X 59 1/2" +42 -54 160 3/8, X 5B 112" IMPACT NOTE NOTE: THIS STRUCTURE SHALL HAVE ALL EXTERIOR GLAZED OPENINGS PROTECTED BY IMPACT RESISTANT GLASS, WITH 50LARBAN IOXL LOW-E GLASS, BEARING A PRODUCT APPROVAL ACCEPTANCE NUMBER. FRONT, GARAGE AND ANY SIDE SERVICE EXTERIOR DOOR SHALL BE IMPACT RESISTANT. INTERIOR DOOR SCHEDULE - DOOR TYPE FRAME REMAR<5 No, W H T MAT, TYPE GLA55 MAT. DET, 2'_g" 8'-0" 13/8" WD RAISED PANEL, SWING SOLID CORE WD, !TL. THRESHOLD, AIR TIGHT AND AUTO CLOSING, 20 MIN, FIRE RATED DOOR. AS PER FBC 2014 T-8" 5'-0" 1 3/8" WD. RAISED PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS, LAUNDRY ONLY t32 2'-4" 8'-0" 1 3/8" WD. RAISED PANEL, SWING WD, MARBLE SADDLE AT BATHROOMS ONLY 47 2'-6" a' -Oil 1 3/8" WD. RAISED PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS ONLY �l 2-T-Oil 8'-0" 1 3/8" Wp R415ED PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS ONLY 6 2'-6" 8'-Oil 1 WD. RAISED PANEL, SWING I WD. l 2-2'-6" 8'-0" 13/8" WD, RAISED PANEL, SWING WD. a 2-T-6''' 8'-0" 1 3/8" WD. FRENCH DOOR SWING WD. 10 LITE FRENCH DR. / GLA55 CAT. II SAFETY' = DOOR FRAME SHALL BE SOLID 2 x 4 RABBITED WOOD FRAME AS PER FBC 2014 CLOSING DOOR SHALL BE TIGHT FLOOR PLAN ND: AREA CALCULATION6; ELECTRICAL PANEL SURFACE MOUNTED FIRST FLOOR A/C SPACE SECOND FLOOR A/C SPACE CI; REFRIGERATOR SPACE ❑B DOUBLE SINK WITH D18POSAL I� ELECTRICAL METER --- AL _ ��..A--_--- OTAL A/C 5PACE �C DISHWASHER i� DRYWALL FINISHED PANTRY CLOSET WITH GARAGE ❑0 ❑D GAS COOKTOP SHELVES (5-16 SHELVES) COVERED ENTRY DRYWALL FINISHED LINEN CL05ET WITH LINE OF CABINET ABOVE 42" LANAI SHELVES (5-Tel SHELVES) -------- -- 36" HIGH COUNTER ® SHELF 4 ROD TOTAL OVEN E CAT II SAFETY GL SHOWER ENCLOSURE L WASHER $ DRYER SPACE 1 24" (W) CAT II SAFETY GLASS DOOR LAUNDRY SINK W/ UPPER CAB. (OPTIONAL) a 42" HEIGHT GUARDRAIL �! AIR HANDLER UNIT AIR CONDEN5ING UNIT I V] 34" TO 36" HEIGHT HANDRAIL LINE OF SECOND FLOOR ABOVE C; Ia u ARCH TRANSOM SEE DTL ON SHT A5 [XI MILLWORK u 22" X 36" ATTIC ACCESS PANEL, A 30" MIN, E LINE OF COFFER CEILING u UNOBSTRUCTED HEADROOM MUST BE GAS WATER HEAR PROVIDE ABOVE THE ACCESS OPENING. I ` NOTE: FOR MILLWORK AND BATHROOM RECESS NICHES REFER TO INTERIOR DESIGN DRAWINGS. fir' ��: '� . � 1�♦ GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY R-20 SPRAY j FOAM INSULATION AND 5/S" GYPSUM WALLBOARD TYPE 'X" AS PER FBC 2014. BONUS ROOM 2098 SQUARE FEET 2306, SQUARE FEET 4404 SQUARE FEET 125 SQUARE FEET 50 SQUARE FEET 207: SQUARE FEET 5386 SQUARE FEET WALL TYPE ND ; -- - TYPICALEXTERIOREXTERIOR PARTITION WALL (BEARING) 8 CMU WALL WITH ONE LAYER OF 1/2 GYPSUM BOARD ON Ix 2 PRE55UPE TREATED WOOD FURRING AI6 24" O.C. W/ R 41 ALFOIL INSULATION ON INTERIOR AND (2) COATS OF 1/2MIN. STUCCO FINISH ON EXTERIOR_.... ; TYPICAL INTERIOR PARTITION WALL MON-BEARING) F�]� ONE LAYER OF 1/2" GYPSUM BOARD ON BOTH SIDES OF 3 1/21'4 5 1/2" L`J 25 GAUGE METAL STUDS ® IV' - 24" O.C. MAX. - GARAGE TYPICAL IN9JLATED PARTITION WALL (NON -BEARING) ONE LAYER OF 12" GYP5UI BOARD ON BOTH SIDES OF 3 1/2" d 5 1/2" 25 GALE METAL STUDS e !6"-24" O.C. MAX. PROVIDE MIN. R-11 BATT INSULATION - REFER TO PLAN FOR LOCATIONS. 2ND FLOOR TYPICAL EXTERIOR PARTITION WALL OEARINS) y - EXTERIOR (2) COATS OF 1/8" MIN, STUCCO FINISH OVER PAPER BACKED SELF FURRING GALV. 11%. LATH OVER 5/8" COX APA PLYWOOD SHEATHING OVER 2X61 2X8 EXT. WOOD BEARING WALL W/5TUD6 6 1&" O.C. W/R-19 MIN. INSULATION WlONE LAYER OF 1/2" GYPSUM BOARD ON THE INTERIOR. (VERIFY WITH STRUCTURAL DRAWINGS). TYPICAL WOOD BEARING PARTITION WALL (BEARING) ONE LAYER OF 112 GYPSUM BOARD ON BOTH SIDES OF 3 1/2" 6 5 12" 2X WOE) STUDS R IV' -24" O.C. MAX. (VERIFY WITH STRUCTURAL DRAWINGS) , TYPICAL STONE VENEER EXTERIOR PARTITION WALL (BEARING) ® CONCRETE SUR-ACE TO BE CLEAN, NOT PAINTED OR SEALED, FREE FROM OIL , DU5T, AND DIRT. APPLY OVER 8" CMU WALL,2X EXT. WOOD BEARING WALL A !R" MIN. SCRATCH COAT OF MORTAR MIX WITH INTEGRAL BONDING AGENT FOLLOW MANUFAC*URE SPECIFICATIONS. '- SEA! WITH A BREATH45LE TYPE MASONRY SEALER =OR A DRY-5TACK JOINT APPLICATION. O cv m LINE INDICATE5 EDGE OF PAVERS \ vi a' -Oil I q 4 CLG I - � (A t I I -A i r R331 N� -1 all Lam, O-0 CEILING I I b 2'- 1 1 2 0 REFER SHE=` A6 FOR J STAIRDTA SAND CONNECTIONS. u� f - - f - lO 9'-4" CLG jU f _ U � •o ' 10 ° y 8 1 65 L 3 2 � ❑� __ P I -ate E3 1 52'-5" AS OVERALL WIDTH 21'-6" 2'-6" I5'-1011 114° 1! i'-10" 41-a" LINE INDIGATE5 EDGE OF PAVER5� 1 TUB NICHE - -- 5 '' S3, p 1 1 n o a MIT �Av. T - T O EGRESS -d- �� 4 LANAI o 4 2 . 10' 0" CLG N a a �` l L is ! TUB - 10'-0" CLG ®i — Lu I I� .a WIN 61 41-01' -q" I� m z II I - C' 4' 2" O - 9 co (CASUAL pININ 10'-0G ILIN6 F RS -LOG EL. e. led 00 Li KITGI--TEN 0'-0" CLG 1 I I I I 3 TO" ry 10'-0" CEILING 6 - -10 W ❑H D Di LAUNDRI l _I � ' L UNCH L 5 V_-Oil GL G L' 2'-2" 110"iFr 3'-TOT' ,.J f_6, ❑ � 7 .I SCALE: 1/4" = 1'-0" O cv O 7 N O m n z w (3< w LI O H 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 ARCHITECTS®LANGARCHITECLNET WEB: WWW.LANCARCHITECT.NET O cr W O TI I U � M� U 5512 ELEVATION PALM CITY, 5T. LUCIE COUNTY, FL RIGHTGQAGE LOT PROJECT NI 17.111.01 PROJECT A40L DHL DRAWN BY: MS EXTERIOR D OR5 / WINDOW6 5CHEDULE ID W:NDOW/DCOR LOCATION DESCRIPTION FLANGE OPENING (W x H) DESIGN PRES. +P.S.F. DESIGN PRES. -P.S.F. M.O. FOR EXTERIOR FRAMES (W x H) `;, INTER':'OR ENTRY POOR 12" X 96" +39 -43 16 112' X 99 1/2" O INTERIOR 25 SH 31" X 63" +44 -41 38" X 63" O3 INTERIOR OVERHEAD DOOR 96" X 96" +39 -49 96" X Be ® INTERIOR 25 SH 31" X 63" +44 -41 38" X 63" 5O EXTERIOR 25 5H 31" X 631, +44 -58 38" X 63" EXTERIOR SWING SIDE DOOR 31" X 96" +42.0 -49.9 411/2" X 99 1R" (1 INTERIOR 25 SH 31" X 63" +44 -47 38" X 63" INTERIOR 25 5W 31" X 63" +44 -41 38" X 63" CJ INTERIOR 2-25 SH (2) 31" X 63" +44 -4I l5" X 63" c INTERIOR 1l2-36 SH 26 1/2" X 16" +44 -4" 21 1/2" X 16" II EXTERIOR 1/2-36 SH 26 112" X 16" +44 -56 160 3/8" X l6" 12 EXTERIOR 3-36 5H (3) 53 I/8" X 161, +42 -45/-54 160 3/8" X 16" 3 INTERIOR SLIDING GLA55 DOOR (3) 48" X 96" +39 -43 146" X 96" 14 INTERIOR FRENCH DOOR 31" X 96" 42 -45 41 1/2'' X 99 1/2" 15 EXTERIOR 1/2-34 5H 26 1/2" X 50 5/5" +44 -50 21 1/2" X 50 B/8" I6 IN`PRCR 25 5H-EGRE55 31" X 63" +44 -47 38" X 631'' 11 INTERIOR 1,/2-34 SH 26 1/2'' X 50 5/8" 444 -41 27 1/2" X 50 5/8" IS EXTERIOR OVERHEAD DOOR 192" X 96" +31 -45 192" X 96" INTERIOR 25 5H 31" X 63" +44 -41 38" X 63" INTERIOR 1/2-33 5H 26 1/2" X 38 3/8" +44 -50 21 1/2" X 38 3/8" 21 INTERIOR 1/2-33 SH 26 1/2" X 38 3/5" +44 -41 21 !P' X 38 3/8" 22 INTERIOR 1/2-33 514 26 1/2" X 38 3/8" +44 -41 21 I4" X 38 3/8" 23 INTERIOR 1/2-33 5H 26 1/2" X 38 3/8'" +44 -41 21/2" X 38 3/8" L4 EXTERIOR 1/2-33 5H 26 1/2" X 38 3/8" +44 -55 21 1/2" X 38 3/0" 25 EXTERIOR 24 SHE -EGRESS 31" X 59 I/i° +44 -4'l 38" X 59 1/21, 26 EXTERIOR 2-24 SHE -EGRESS (2) 31" X 59 I/2" +44 -41 15" X 59 1/2" 2l EXTERIOR FIXED GLA55 53 1/5" X 59 1/2" +42 -54 54 1!8" X 60 1/2" 29 EXTERIOR 24 5HE-EGRE66 31" X 59 1/2" +44 -55 38" X 59 1/2" 30 INTERIOR 3-24 SHE EGRESS (3) 31" X 513 1/2" +44 -41/-55 112" X 59 1/2" 31 INTERIOR 34 SHE 53 I/8" X 59 1/2" +42 -45 54 I/V X 59 i/2" 32 INTERIOR 1/2-33 SH 26 1/2" X 38 3/8" +42 -58 21 1/2" X 36 3/5" 33 EXTERIOR 1/2-33 5H 26 1/2" X 38 3/8" +44 -41 21 1/2" X 38 3/8" ® INTERIOR I/2-33 5H 26 I/2" X 38 3{8" +44 -41 2l I/2' X 38 3/8" 35 ANTERIOR 24 5HE-EGRE55 3T" X 59 1/2" +44 -41 30" X 59 1/2" 6 EXTERIOR 1/2-33 5H 26 1/2" X 38 3/6" +44 -55 21 1/2" X 38 3/6" 3l INTERIOR 112-33 SH 26 1/2" X 38 3/8" +44 -41 21 1/2" X 38 3/8" L� INTERIOR 1/2-33 EH 26 1/2" X 36 3/0" +44 -47 21 1/2" X 38 3/8" �g INTERIOR 25 SH 31" X e'Y +44 -55 38" X 63" INTERIOR 24 5HE-EGRE55 31" X 59'i,/2" +44 -41 Be" X 5' 112" ® EXTERIOR 24 5HE-EGRE55 31" X 59 1/2" +44 -50 38" X 59 112" (5;5 EXTERIOR (3) 34 5HE-EGRE56 (3) 53 1/8" X 59 1/2" +42 -54 160 3/8" X 59 1/2" MII NOTE : NOTE: THIS STRUCTURE SHALL HAVE ALL EXTERIOR GLAZED OPENINGS PROTECTED BY IMPACT RESISTANT GLASS, WITH SOLARBAN IOXL LOW-E GLA55, BEARING A PRODUCT APPROVAL ACCEPTANCE NUMBER. FRONT. GARAGE AND ANY SIDE SERVICE EXTERIOR DOOR SHALL BE IMPACT RESISTANT. INTERI HE UL DOOR TYPE FRAME REMARKS No, I L) H I T MAT. TYPE GLA55 MAT. PET. I� - T-V" 8'-0" 3/8" Wp, RAISED PANEL, SWING SOLID CORE WD. MTw. THRESHOLD, AIR TIGHT AND AUTO CLOSING, 20 MIN. FIRE RATED DOOR, AS PER FBC 2014 2 ' 2'-0" 8'-0" 1 3/8" WD. RAISED PANE'_, SWING WD. MARBLE SADDLE AT BATHROOM5, LAUNDRY' ONLY 3 2t'-4" 8'-0':' 1 3/8" WD. RAISED PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS ONLY 14 2'-6" V-0" 1 3/8" WD. RAISED PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS ONLY 51 2-2'-0" 8'-0" 3/8" WD. RA15EP PANEL, SWING WD. MARBLE SADDLE AT BATHROOMS ONLY 6 2'-6" 8'-0" WD. RAISED PANEL, SWING WD, 2-2'-6" V-0" 1 3/8" WD. RAISED PANEL, SWING WD. i a 2-2'-6" 8'-®" 1 3/8" WD FRENCH POOR SWING WD. 10 LITE FRENCH GR. GLASS GAT. II SAFETY DOOR FRAME SHALL BE SOLID 2 x 4 RABBITED WOOD FRAME AS PET,- FBG 2014 * CLOSING DOOR SHALL BE TIGHT FLOOR PLAN LEGEND: AREA CALOUL TI N . 501ROOM 11 REFRIGERATOR SPACE ELECTRICAL PANEL SURFACE MOUNTED FIRST FLOOR A/C SPACE 2001 & SQUARE FEET SECOND FLOOR A/C SPACE 2306 SQUARE FEET C DOUBLE 51NK'WITH DISPOSAL ELECTRICAL METER -...... _ GTAL A/.l SPACE 4404 SQUARE FEET rrc J DISHWASHER DRYWALL FINISHED PANTRY CLOSET'WITT, GARAGE 125 SQUARE FEET GAS COOKTOP 8kELVE5 (5-16 5HELVE5) DRYWALL FINISHED LINEN CL05ET WITH COVERED ENTRY 50 SQUARE FEET 201 SQUARE FEET LANAI LINE OF CABINET ABOVE 42" SHELVES (5-16 SHELVES) ❑ 36" HIGH COUNTER SHELF a ROD TOTAL 5386 SQUARE FEET �F L G OVEN ❑�5 CAT II SAFETY GL. SHOWER ENCLOSURE WASHER 6 DRYER SPACE T1 24` (W) CAT II SAFETY GLASS DOOR LAUNDRY SINK W1 UPPER CA5. (OPTIONAL) a� 42" HEIGHT GUARDRAIL AIR HANDLER UNIT If V��, J� 34" TO 38" HEIGHT HANDR4IL AIR CONDENSING UNIT u LINE OF SECOND FLOOR ABOVE u ARCH TRANSOM SEE DTL ON SHT AS MILLWORK WALL TYPE LEGEND ; Fm1 22" X 36" ATTIC ACCESS PANEL, A 30" MIN. LINE OF COFFER CEILING rnIGAL EXTERIOR PARTITION WALL 017ARIKJ LJ UNOBSTRUCTED HEADROOM MUST BE PROVIDE ABOVE THE ACCESS OPENING. I ` v 645 WATER HEATER 8' . IJ WALL WI" ONE LAYER OF I/2" GYPSUM BOARD PRESSURE TREATED WOOD FURRING AT 16" 24" G.C. AND (2) COAT5 OF 1/2 MIN, STUCCO W/ R 41 ALFOL. IN5. L=+TION ON INTERIOR MILWORK AND BATHROOM ND'OTE: FOR RECESS NICHES REFER TO INTERIOR _ FIN15H ON EXTERIOR _- TYP ICAL INTERIOR PARTITION WALL (NON EcARING,' LOIN DESIGN DRAWINGS. F —� ONE LAYER OF I!2 GYPSUM BOARD ON SCTN 51pE5 OF 3 i/2" B 5 112" 50THRING) 25 GAUGE METAL STUDS 9 16 24" O.0 MAX GARAGE TYPICAL INSULATED PARTITION WALL (N ' �r� ., -� ONE LAYER OF 1/2" GYPSUM BOAD ON BOTH 51DE5 OF 3 1/2" a 5 1/2" GAJGE METAL 5TUp5 G 16"-24" 25 'C. MAX. R 1 BATT IN5ULATIN - REFER 70 PLAN FOR LOCATIONS. PROVIDE MIN. ' FLOOR MIN aN F = N WALL (LEAKING) IO PAR8ITI EXTERIOR G p�S N. STUCCO PI OVER PAPER SACKED SELF A SHEATHING OVER 2X6/ - ® TL. 9/8' GDX AP�D FURRING GALV. MLATH OVER _YWOC FUR 2X23EXT. WOOD GEARING WALL W/5TUDS � 16" O.0 W/R-19 MIN. 'INSULATION W/ONE LAYER OF I/2" GYPSUM BOARD ON THE INTERIOR. (VERIFY WITH STRUCTURAL DRAWINGS). _ TYPICAL WOOD FEARING PARTITION WALL (BEARING) �( f f T"fYt I T_t_�!_ L RE OVERGARAGE I,. ® ONE LAYER OF 1/2 GYPSUM BOARD ON BOTH SIDES OF 3 I/2" s 5 112" I 2X WOOD STUDS g ib' -24" O.G. MAX. (VERIFY WITH 5TRUGTUR_AL pRAWINGS) GARAGES BENEATH HAB:TAGLE RGOMS _ TYPICAL 5TONE VENEER EXTERIOR PARTITION WALL (BEARING) OIL, DIRT, BY R-2m SPRAY ❑ CONCRETE SIL�ACE TO BE CLEAN, NOT FAINTED OR SEALED FREE FROM DUST, .AND 6 A i/2 MIN. SCRATCH COAT OF OR SHALL BE SEPARATED FOAM INSULATION AND 5/8" GYPSUM j APPLY OVER V CMU WALL/2X EXT. WOOD BEARING WALL ,I MIX WITH INTEGRAL BONDING AGENT FOLLOW MANUFACTURE SPECIFICATIONS, WALLBOARD TYPE "X" A5 PER FBG 2014. SEAL WiTH A BREATHABLE TYPE MASONRY SEALER POR A DRY -STACK JOINT AFFLICATION. SCALE= 1/4" = 1'-0" I I M vo I -pile, O P I DONAW ARCHITEICT 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• ARCHITECTSo ANGARCHITECLNET WEB: WWW.LANGARCHITECT.NET 5512 LAUREL ELEVATION C PALM CITY, ST. LUCIE COUNTY, FL RIGHTGARAGE LOT PROJECT NI' 17.111.01 PROJECT MGR: DHL DRAWN BY: MS SHEET: � l 19 WIND PPESSURE5 A 44, —41 P5F Q 44, —50 PSF �C +421 -45 PSF �D +42, —54 PSP +39, —43 P5F 39, —49 P5F 3�, —41 PSF H + 31, 45 PSF + 42, —49.9 PSF F I _ I N LEGEND FLAT OR 5—STYLE CEMENT TILE ROOF 2X0 SMOOTH FINISH XOC) FASCIA (FIRE —PRIMED SPRUCE/' SMOOTH FIN15H 5TUCC0 DECORATIVE SHUTTER 5MOOTH FINISH 5EE DTL STONE VENEER DECCRATIVE CORBEL 5EE DTL D-2 COACH LIGHT SCALE: 1/2" = 1'-0' 51NGLE HUNG UINDOUI 24 SHE WINDOW ,U.0.= 37 X 59 1/2" TYR EGRE55 WINIDOW5 DTL, SCALE: 1/2'' = 1'-0" ELEV. +21'-0" T OP OF WDW d DR 'cL EY+19 SEEDTLDTL '''D-3" - ,:_4 1 2ND FLR, WOOD FRAME GON571 RUGTION - ------ 12 SEE DTL "D-»': " 5� -33 SEE DTL D_ 4 -- am" / 12" —.. TOP OF 2ND FLOOR TRUSS EL� EV.41-S" i Top OF BM a C' 5EE DTi ELEV. +.m'-m" ELEV. -8 0" d DR. L TOP OF WDW i `�JI-X'1,71 - >1 I—�r u 1 �I M.-1,J SEE DTL "D-3 k ' i FINISHED FLOOR %5 Sp� 22'-8" 2ND FLR. WOOD FRAME GON5TRUGTION HI— LLI� E11 04 12" 2" :m" 2" +O' ELEVATIL'00,)"N' - FOR AL.L DPT 41LS R,EFEfRENCED ON TH15 SHEET, SEE SHEET D-2 ELEV. +21'-0" 1- `L TOP OF WDW d DR. TOP OF 2ND FLOOR TRUSS ELE'v. +II'-8 -- ,` TOP OF WDW d p - SEE DTL "D-3 — ,0 FNI6HED FL OOR F- - ELEv.tm'-m" 12" 5" [� SEE DTL "p_3: B 2" E DTL +2" J lei 4 E i 24 SNEI - IECsRE55 SEE DTL � l3) 34 SHE i :D_3:� � EGRESS'S, DTL "D-5" +0„ a° [It.1;2-34 SNI L 114FR DOOR 0101 FOR ALL DETAILS REFERENCED ON THIS SHEET SEE SHEET D-2 5GALE: I/4" _-0" -, ti.. -_ +2 TOP OF BMItRU55 BEARING ELEV. +25'-0" SEE DTL "D-4" TOP OF WOW d DR ELEv. +19'-S" F L I o - O V W O U —SEE DTL "D-3" z N TOP OF 2ND FLOOR TRUSS ELEV. +11-S" — H TOP OF� ELEV. __.._ TOP OF WDW d DR. ELEV. +5 -m"� --G---�I riN5-EP FLOOR4_rEEV. +�GREV& ELEV. +21'-0" TOP OF WDW 4 DR. ELEV. TOP OF 2ND FLOOR TRUSS ELEV. +I1'-5" Y TOP O- 11 �, ELEV. +10'_0" TOP OF WDW d DR ELEV. +E'-m° "D-5" BEE DTL SCALE: 1/4" = I'-0" ELEV. + 9bm' NA.v.D. DONAW HWDON G ARCH i 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 [MAIL ARCHITECTSoLANCARCHBECT.NEF WEB: WWW.LANGARCHITECT.NET 12 LAUREL H.EVATION C PALM CITY, ST. LUCIE COUNTY, FL C" RIGHT LOT PROJECT NI 17.111.01 PROJECT MC,R. DHL DRAWN BY: MS SUBMITTAL DATES PERM[[ SET 06.16.17 SHEET: r ,-Q. SCALE: 1/21' - 1'-0': UJINE) PFRESWRES Q + 44, -41 F`5F (g) + 44, -58 f-ep @ +42, -45 PSF @ +42, -54 F5F ............... --- +3c3, -43 F6F 0 p5p @ G + 3", -41 f15F + 31, -45 F,5F () I + 42, -49.9 f1SF 2'-1 " 1'-2` / A 11-41, 2ND FLR, WOOD FRAME GoNa"TRZT10N 2ND FLR. WOOD FRAMEf.GN5TRUrT10N 45 2ND FLR. WOOD FRAME GON5TRUGTION - --------- 12:: OF OF 5"1/TRU66 5EARING ...................... ELEV. 125'-0" 12 - ------------- - - - TI' . . .... 2L ht 4'ro TRU55 5EARING/TOP OF 5M TOP OF 5 ELEV. +21'-0" TOP -V ELEV, +OF113XU) 4 DR. EFT )l=Ep I C11 E TOP OF WF)W +113' 4 DR_ l ELEV. 1 5EE DTL "ID-5' j 6EEEE DTL+2 T Ali 13AT IT -33 SHj 2J2 31 F 0-33 5W 6LA% I 5EE DTL i3�124 e�,E 1211 TOP OF 2N 'OR TRUSS -- - - - - - - - - - - - - D it EI-Ev. I. a Top OF 5M EH1 .......... .. ..... ...... ...... ELEE-v, +10 -0" T-5EE DTL ":)-5" r+2" -T- 'OR OF WOL, 4 DR TOP OF wpw 4 DR . ... .. .... L-LD". AL j le ELEV. +5'-0" ELEV, +6'-0" 1Q2 I ( T EE 0% "D-5" N- , FOR AL-1 Z:)ETAI—:5 REFERENCED ON THIS SHEET, Srz=— SHEET Z)2—D3 FINISH LEGENID--- FLAT OR 6-STYLE CEMENT TLE ROOF 2X8 SMOOTH: FiN1514 WOOD FASCIA (PRE -PRIMED SPRUCE) �c] SMOOTH FINISH 5Tur-co [—E] DECORATIVE SHUTTER SMOOTH FINISH SEE DTL "ID-111 17 - STONE VENEER H] DECORATIVE CORBEL SEE DTL D-2 COACH LIGH T SINGLE HUNG LUINE) 01 245WE WINDOW .UO'm 31" X FC3 1/2'' TYR EGRE,55 WINIDOW5 IDT.L. SCALE: E: 1/2'im :-011 12' TRU55 BEARNG/TOF OF 5M ELEV. +21'-0" TOP YW26� 6 DR E Flolfz-E= : 70P OF 2NpFLOOR TRU55 o TOP OF 511 TOP OF Wl 4 DR. FF ." FINISHED FLOOR �LE v. Oil --- -E DTI- D-5 ,2 " 4 24 -5-4E� 2-4 EGRESS; SEE DTL V ==L=� II f —fT2 05 5EE DTL :) E DTL —31, Q F-) t(2) 24 L/ - Q 9 5EE 1) V-311 F1 -OTli2-36E-II F-a- �(2)2�1 j 04 OA LEFT �LtVATICO."N eON.6 i DTI - DTL D-5 5EE IDI ID-3:1 DTL V-5" ,-, `5EE DTL [n,T!; 24 -4 E7 'D-Y E (�F R E 5 5:: . ... . ...... Q +2" .......... ...... .... 5EE DTL S- 25 5H —1 LING DOOR; (D TOP OF 5M./TRU55 5EARING ELEV. +21 TOP OF WDW 4 ELEV. +1V- TOP OF BM 4$� ELEV +10i-0" TOP OF JDLU 4 DIR-il ELEV. rl"s --- 4 --j -FIN15"ED PI-00 ELEV, + 9.60' N.A.VD. SCALE; 1/4" = '-0l' DONAW HMDON MC M ARCHff ELI ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 FLORIDA REG. AR0011598 PHONE : 561� 750.5551 FAX : �561 750-0036 ML ARCHITECTSoLANCARCHITECT.NET WEB: WWW.LANGARCHITECT.NET 5512 1AUREL ELEVAPON C PALM CITY, ST. LUCIE COUNT)', R GARAGE RIGHT LOT # 3 PROJECT NO. 17.111.01 PROJECT MGR. DHL DR -AWN ft Ni SUBMITTAL DATER PERMIT SET 08.18.71 REVISION DATES. REV. 1 otti.18 REV. 2 021M�16 SHEET- 1, 4�\ 4 A, 9 V RIE6 (SEE NL D FOOR ONLY)_..__ AND 5 6 MALLER AND LARGER 3'-l" to 1.-0" TYPICAL INTERIOR ETAIL NOTE: PROVIDE SAME TRANSOM HGT. AT SECOND FLOOR WITH NO ARCHES SCALE: 12" = 1'-0" F IN 15 LEGEND L� FLAT OR S-STYLE CEMENT TILE ROOF 2X8 SMOOTH FINISH WOOL FASCIA (PRE -PRIMED SPRUCE) SMOOTH FINISH STUCCO DECORATIVE SHUTTER SMOOTH FINISH SEE DTL "D-1" STONE VENEER DECORATIVE CORBEL SEE DTL D-2 COACH LIGHT APPROVED 112''' GYP. BIRD. CLG. FA5TENE T O BOTTOM OF FLOOR/ROCF TRUSSES. REFER TO STRUCTURAL DWG5 FOR ATTACHEMENT - 0 AL 5TUp5 PARTITION i/2'''GYP. DRYWALL ATTACHED TO METAL STUDS SCALE: 1/2" = 1'-O" REFER STAIR CONNE COVESTRO OCX. - NFPA 286 CERTIFIED R-20 SPRAY FOAM ,INSULATION TOP OF BEAM L?�I/2-33 5Nl 12" 3 5" I -- ENTRY TO OF BM FIN15H FLOOR SLOPE PAVERS PITCH AU'AY INTERLOCKING PAVERS - OVER COMPACTED SAND STRUCTURAL PLANS FOR SIZE d REFER TO STRUCTURAL PLANS REINFORCEMENT. (TYPJ FOR SIZE 4 REINFORCEMENT. (TYPJ I� a REFER TO ------- TYPICAL COFFER DETAIL SHEET A5 COVERED ENTR`' 2° 511 E3EDRColl 3 FLAT OR 5-6TYLE CEMENT TILE ROOF CONC. 5LAB - REFER TO STRUCTURAL PLANS FOR 517E 4 REINFORCEMENT. (TYPJ A/C CLOSET O O O (V C� C,45U,4L DIN F,AI" I L.'- ROOM E PREFAB.ENG.WOOD ROOF TRUSSES 9 24" O,C. AS PER MFG SPECS. I 45iER 5EDROOh1 POND LAN41 MONOLITHIC FOOTING. REFER TO STRUCTURAL PLANS FOR SIZE 4 REINFORCEMENT. (TYP.) SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" ELEV. +21' 0" )R OPENINGS ELEV... TOP OF 2ND FLOOR TRU85 ELEV. + ➢'-a" TOP OF 15T FLOOR OPENING 0ELEV.+B'-0" COVE5TRO OCX - NFPA 286 CERTIFIED R-20 SPRAY FOAM INSULATION SLOPE PAVERS PITCH AWAY INTERLOCKING PAVERS OVER COMPACTED SAND TOP OF FIN15H FLOOR ELEV. !0'-O" ELEV, + 9.60' NAND. Q� 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 DAAIL• ARCHITECTS®IANGARCHITECT.NEE WEB: WWW.LANGARCHITECT.NET 5512 LAUREL PALM CITY, ST. LUCIE COUNTY, FL CARAGE RlQff LOT PROJECT NO: 17.111.01 PROJECT MGL DHI. DRA BY: MS SUBMITTAL DATES: PERMIT SET O&Xv SHEET: I"XI2" TREAD (3) 2XI2 WD. STRINGER TO RECEIVE / TREADS AND RISERS. N r w P.T. NAILER - REFER TO STAIR TREAD MANUFACTURER SHOP DRAWINGS FOR CONNECTION TO SLAB TOP OF CONC. SLAB ° ELEV. +-0'-0` CONCRETE SLAB REFER TO STRUCTURAL DW65. REFER TO STAIR MANUFACTURERS 2" X DRAFTSTOP SHOP DRAWINGS FOR STRINGER TO SLAB CONNECTION , 5TAIR TO SLAB A(0) 5C,4LE : I" = 1'-0" 4X4 WD. POST SECURED TYPICAL 4X4 POST SECURED TO SLAB - REPER TO 5TA1R MANUFACTURERS SHOP DRALJINGS, FOR CONNECT CONCRETE SLAB REFER TO STRUCTURAL DUJGSI a d p - 4 a a ° a 4 O Q - p WOOD }=05T CONNECTION - 5CALE : N,T.5 HANDRAIL AT 42" HT 1 1/4" WD. BALUSTERS g MAX, REFER TO GUARDRAIL MANUFACTURERS SHOE DRAWINGS FOR ALL F, AND CONNECTIONS 3/4" °GYP-CRETE° UNDERLAYMENT ON P WOOD FLOOR TRUSSE FLOOR LINE BEYOND NOTE: ALL RAILINGS TO REJECT 4" DIA. OBJECT AS PER FBC 2014 (3) 2XI2 WD. STRINGER TO RECEIVE TREADS AND RISERS. I" THICKNESS WOOD TREAD 1" WD. NOSING 3/4" CDX PLYWOOD RISER I" X 1" X 5" STIFFENER BLOCK NAILED AND GLUED TO R15ER AND TREAD PLACED ON THE CENTER OF THE SPAN OF THE TREAD 2" X DR4FT5TOP —2-'-\RI6ER DETAIL 5CALE : 1" = I'-O" 1 X 4 P.T. CONT. WOOD. BLOCKING - REFER TO HANDRAIL MANUFACTURERS SHOP DRAWINGS FOR CONNECTIONS REFER TO HANDRAIL MANUFACTURERS SHOP DRAWINGS FOR CONNECTIONS 2 X 2 WD. BLOCKING ATTACHED TO WALL - REFER TO HANDRAIL MANUFACTURERS SHOP DRAWINGS FOR CONNECTIONS— ' 4ANDRAIL DETAIL GUAFfi DRAIL DETAIL U.N.O. 5GALE 1" _ 11 _0 II 5GALE : N.T.5 42" GUARDRAILS (TYP. AT OPEN SIDE ONLY) LIFE SAFETY FEATURES SHALL BE PROVIDED AT TIME OF OCCUPANCY 42" GUARDRAIL AND 38" HANDRAIL (TYP. AT INTERIOR SIDE ONLY) LIFE SAFETY FEATURES SHALL BE PROVIDED AT TIME OF OCCUPANCY REFER TO STAIR MANUFACTURERS SHOP DRAWINGS FOR STRINGER TO LANDING OR SECOND FLOOR CONNECTION TOP OF GYP CRETE 2ND FLOOR ELEv. +II'-9 Irz" Y 2XI2 WD. STRINGERS TO RECEIVE TREADS AND RISERS. 2" X DRAFTSTOP I LAYER OF 1/2" DRYWALL UNDERNEATH RUN OF STAIRS 5TAIR TO LANDING 5CALE : 1" = 1'-011 GRASPABLE HANDRAIL SHALL BE CONSTRUCTED SUCH THAT ITS PERIMETER DIMENSION SHALL BE GREATER THAN 4 INCHES BUT NOT GREATER THAN 6-1/4 INCHES, AND IT'S LARGEST GROSS -SECTIONAL DIMENSION SHALL NOT EXCEED 2-1/4 INCHES. EDGES SHALL BE ROUNDED TO A MIN. RADIUS OF 1/STH INCH • S m 1 1/4" WD. BALUSTERS 4" O.G. MAX. LINE OF STAIRS BEYOND STAIR'. to 2rd floor 19 - RISERS ml -1/16" 17 - TREADS gl0" UJ/ I" NOSING, I - LANDINGs �STA I 5 CT I ON 5CALE = 1/2" = 1'-011 LANDING 1016T LANDING. REFER UACTURER5 SHOP IR SPACING AND :URED TO 4X4 POST SHOP DRAWINGS FOR S 3CARD UNDERNEATH STAIR NOTES: - EXTEND HANDRAIL 12" TOP - EXTEND BOTTOM HANDRAIL TO FINISH FLOOR AS PER NSPA 5-2.2.4.5 (DXE) - PROVIDE 42" HIGH GUARDRAIL AT ALL OPEN SIDES. - PROVIDE (3) STRINGERS, ONE AT EACH SIDE AND ONE AT MID SPAN. - PROVIDE FIRESTOPPING IN CONCEALED SPACES B/W STAIR STRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP AND BOTTOM AND BETWEEN STUDS ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS RUN. FBC - SIGN AND SEAL CALCULATIONS AND SHOP DRAWINGS FOR RAILING TO BE PROVIDED BY MANUFACTURER: 1) RAILING SHOULD SUSTAIN A 50 plf HORIZONTAL LOAD APPLIED IN ANY DIRECTION AT THE TOP OF RAILING. 2) HANDRAIL SHOULD RESIST A LOAD OF NOT LESS THAN 200 lb APPLIED IN ANY DIRECTION AND AT ANY POINT ON THE RAIL. 3 O2 \ 4x4 WOOD POST (TYP.i 0 9 8 34" 3 TO 38" RAIL 6 T. 4 3 1 M Z o 4x4 WOOD PO T (TYP.) LANDING 34" TO 35" HGT. H DRAIL 44 POST d '' �I DWN � II 12 13AO A IL 14 11 18 A6T 19 5 - 42" HGT. LOW WALL \ I TOP OF 2ND FF. 5T iR CLAN SCALE : 1/2" = 1'-0" A A6 -file cop LMG 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 EMNI: ARCHITEMOLANGARCHITECLNET WEB: WWW.IANGARCHITECT.NET n� Q� 5512 LAUREL ELEVATION C PALM CITY, /� ST. �LLUppCIIE�E//C++O��UNNT�Y, A CARAa N�.W LOT # 3 PROJECT NO: 17.111.01 PROJECT MGR- DHL DRAWN BY: MS SUBMITTAL DATES; PERMIT SET OB.18.'D SHEEP: A(0 SCALE : P = I'-0'' ATTIC. COVESTRO OGX - NFPA 286 CERTIFIED R-20 SPRAY FOAM INSULATION INSULATION SUPPORT SCREEN ATT1 TO PRE-ENGINEERED WOOD TRUSS SEE FLOOR PLAN 4 ELEVATIONS FOR E3EAh1 HEIGHT ENGINEERED WOOD TRL R TO STRUCTURAL DLUGS UNCONDITIONED SPACE CONDITIONED SPACE SEALED ATTIC PARTITION WALL DETAIL ROOF NOTES: 1, TRUSS MANUFACTURER SHALL SUBMIT SHOP DW65 FOR ARCHITECT REVIEW PRIOR TO FABRICATION 2. TRUSS MANUFACTURER SHALL VERIFY ALL KNEE HEIGHTS 3. REFER TO TRUSS MANUFACTURER ENGINEERING DRAWINGS FOR ALL ROOF TRUSSES REQUIRED TEMPORARY 4 PERMANENT BRACING, GABLE END BRACING, DETAILS 4 REQUIRED GRAVITY BRACING. 4. CONIC. BEAM DEPTH OVER DOOR/WINDOW OPENINGS MAY VARY AS PER MFR. DOOR/ WINDOW HST. (FRENCH OR SLIDING DOORS AND WINDOWS UP TO 3" DEEPER) 5. PROVIDE 1/2" CDX. PLYWD, FELT MTL. LATH AND STUCCO FINISH AT ALL COVERED TERRACE AND ENTRY CEILING / SOFFITS (TYP). 6. SOFFITS VENTS TO ATTIC SPACE MUST BE COVERED W/ CORROSION RESISTANT SCREENING, WITH OPENINGS OF '/e" MAX. OPENING (TYP.) 1. RAINWATER DOWN51FOUT5 SHALL DISCHARGE A MIN. OF 12" AWAY FROM THE WALL. FBC 2014. ROOF COVERING SPECIFICATION FLAT OR S-STYLE CEMENT TILE ROOF ON I-90' MINERAL SURFACE HOT MOPPED TO 1-3o# FELT TIN -TAGGED TO 19/32" PLYWOOD SHEATHING SPACING OF TIN -TAG FASTENERS ALONG THE LAP OF SHEETS, AND BOTH WAYS IN THE FIELD BETWEEN LAPS, SHALL BE b" D.C. IN DIRECTION OF ROLL, 12" O.C. ACROSS WIDTH OF ROLL, AS PER F.B.C. 2014. FOR ROOF SHEATHING AND FASTENING REFER TO STRUCTURAL DRAWINGS, FBC RESIDENTIAL 302.12 DRAFSTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE LOCATIONS SPECIFIED IN FLOOR/CEILING ASSEMBLIES SO THAT HORIZONTAL AREAS DO NOT EXCEED 1,000 SOFT. SCALE: I" = I'-0" VENTILATION VENTIL,4TION: NOT : LINEAL SOFFIT VENT5 ARE BASED ON 3" U11DE PVO PERFORATED VENTS PROV E)ING 15 SQ.IN. (0.104 SQFT.) PER LN. FT. - FRONT ENTRY: - I CAR GARAGE: REQUIRED VENTILATION: REQUIRED VENTILATION: 78 S.F. = 0.52 S.F. 213 S.F. = 181 S.F. 150 150 SOFFIT VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED: 1'-4" = 11.33 L.F. 23'-2" = 23.16 LP, 11.33 L.F. x 0.104 S.F./LR= 1.11 S.F. 23.16 L.F. x 0.104 SF/LF.= 2.40 SP - 2 CAR GARAGE: REQUIRED VENTILATION: 501 S.F. 3 87 S.F. 150 SOFFIT VENTILATION PROVIDED: 54'-I" = 54.05 LF. 54.@8 L.F. x 0.104 S.F./L.F.= 5.62 S.F. 1ST FLOOR 2ND FLOOR HEIGHT DIMENSIONS: HEIGHT DIMENSION5: RIDGE HEIGHT +14'-3" RIDGE HEIGHT = +21'-10" MEAN HEIGHT = +12'-@" MEAN HEIGHT = +23'-6" EAVE HEIGHT = +10'-0" EAVE HEIGHT = +21'-0" NOTES: NOTES: I. ELEVATIONS ARE: REFERRED I. ELEVATIONS ARE REFERRED TO FINISH FLOOR AS 0'-0" TO FINISH FLOOR AS 0'-0" ROOF LEGEND HATCH INDICATES COVESTRO OCX - NFPA 286 CERTIFIED R-20 SPRAY FOAM INSULATION HATCH INDICATES COVESTRO OCX - NFPA 266 CERTIFIED R-20 SPRAY FOAM FLOOR INSULATION HATCH INDICATES CONDITIONED AREA (SECOND ROOF A50VE) HATCH INDICATES VENTED UNCONDITIONED AREA I I m a IL W °m W FLAT OR S-STYLE CEMENT TILE ROOF ON 1 LAYER aV MINERAL SURFACE HOT MOPPED TO I LAYER 300 ASPHALT FELT TINTAGGED TO IS/32" CDX PLYWOOD SHEATHING REFER TO STRUCTURAL DRAWINGS FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE. FASTENING OF THE TILE SHALL COMPLY WITH MANLFACTURES PRODUCT CONTROL — — APPROVAL — — — — — — to of O w \ \ \ \ ND S ELEv +I0' m r AE TELLI CC�FfER C`EILIN \ y\ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ A9 \ \\� \ \ \ \ \ \ \ \ \ \ \ \ WATOHv\INDICATE5�v Ate AA UNDE 2N FL O R F \ 10 vv,SiX e u�\L OPEC IN A\ A V A A V A A A V A A \ \ \ \ \ \ \ \ \ im 19'-4" RAKE BEAM WIM jj@jK4pI ��A�Qjjkl Il eI'-6" 25'-4" m e 3" WIDTH ONTINUOUS RAKE: BEAM 3" WIDTH CONTINUOUS SCREEN VENT SCREEN VENT m 3" WIDTH CONTINUOUS SCREEN VENT SCALE: 114" - I'-0" l I I 3" X 22" SCREEN VENT �je coy LANG ARCHITECTURE AND PLANNING AR0011598 333 CAMINO CARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG AR0011598 PHONE: 561 750-5551 FAX : 561 7S0.0036 FMAB: ARCrRTECTM®IANCARCHITECT.NET WEB: WWW.LANCARCHITECT.NET 5512 LAUREL ELEVATION C PALM CITY, ST. LUCIE COUNTY, Fl. GARAGE RIGHT LOT # 3 PROJECT NO. 17111.0 PROJECT MOU DHL DRAWN BY: MS SUBMITTAL DATES: PERMIT SET 0(01117 REVISION DATES: SHEET: FLAT OR 5-STYLE CEMENT TILE ROOF ON I LAYER'300 MINERAL SURFACE NOT MOPPED TO I LAYER 300 ASPHALT ATTIC: GOVESTRO OCX - NFPA 206 CERTIFIED R-20 SPRAY FOAM INSULATION INSULATION SUPPORT SCREEN ATTACHED TO PRE-E:NGINEERE:D WOOD TRUSS SEE FLOOR PLAN d ELEVATIONS FOR BEAM HEIGHT -ENGINEERED WOOD TRUSSES ER TO STRUCTURAL DWGS UNCONDITIONED SPACE CONDITIONED SPACE SEALED ATTIC PARTITION WALL DETAIL ROOF NOTES: 1, TRUSS MANUFACTURER SHALL 5U5MIT SHOP DWG5 FOR ARCHITECT REVIEW PRIOR TO FABRICATION 2, TRUSS MANUFACTURER SHALL VERIFY ALL KNEE HEIGHTS 3. REFER TO TRUSS MANUFACTURER ENGINEERING DRAWINGS FOR ALL ROOF TRUSSES REQUIRED TEMPORARY d PERMANENT BRACING, GABLE END BRACING, DETAILS d REQUIRED GRAVITY BRACING. 4. CONC. BEAM DEPTH OVER DOOR/WINDOW OPENINGS MAY VARY AS PER MFR. DOOR/ WINDOW HGT. (FRENCH OR SLIDING DOORS AND WINDOWS UP TO 3" DEEPER) 5. PROVIDE 1/2" CDX. PLYWD. FELT MTL. LATH AND STUCCO FINISH AT ALL COVERED TERRACE AND ENTRY CEILING / SOFFITS (TYP). 6. SOFFITS VENTS TO ATTIC SPACE MUST BE COVERED W/ CORROSION RESISTANT SCREENING, WITH OPENINGS OF %" MAX. OPENING (TYP.) I. RAINWATER DOWNSPOUT& SHALL DISCHARGE A MIN. OF 12" AWAY FROM THE WALL. FBC 2014. ROOF COVERING SPECIFICATION FLAT OR S-STYLE CEMENT TILE ROOF ON I-90" MINERAL SURFACE HOT MOPPED TO 1-300 FELT TIN -TAGGED TO 19/32" PLYWOOD SHEATHING SPACING OF TIN -TAG FASTENERS ALONG THE LAP OF SHEETS, AND BOTH WAYS IN THE FIELD BETWEEN LAPS, SHALL BE 6" O.C. IN DIRECTION OF ROLL, 12" O.C. ACROSS WIDTH OF ROLL, AS PER F.B.C. 2014- FOR ROOF SHEATHING AND FASTENING REFER TO STRUCTURAL DRAWINGS. FBO RESIDENTIAL 302.12 DRAPSTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE LOCATIONS SPECIFIED IN FLOOR/CEILING ASSEM15LIES SO THAT HORIZONTAL AREAS DO NOT EXCEED 1,000 SQFT. SCALE: I" = 1'-0" VENTILATION VENTILATION: NOTE: LINEAL SOFFIT VENTS ARE 5A5ED ON 3" WIDE PVG PERFORATED VENTS PROVIDING 15 5Q.IN. (0,104 5Q.FT.) PER LN. FT. - FRONT ENTRY: - I CAR GARAGE: REQUIRED VENTILATION: REQUIRED VENTILATION: 78 S.F. = 0.52 S.F. 713 S.F. = 1.81 S.F_ 150 150 SOFFIT VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED: 11'-4" = 11.33 L.F. 23'-2" = 23.16 L.P. 11.33 L.F. x 0.104 S.F.lLF.= 1.11 S.F. 23.16 L.F. x 0.104 S.F./L.F.= 2A0 S.F - 2 CAR GARAGE: REQUIRED VENTILATION: 501 S.F. = 3.6-T S.F. 150 SOFFIT VENTILATION PROVIDED: 54'-1" = 54.08 L.F. 54.00 L.F. x 0.104 5PJLF.= 5.62 SF. 16T FLOOR 2ND FLOOR k IGkT DIMEN51ON5: ICEIG14T IDIMEN51ON5: RIDGE HEIGHT = +14'-3" RIDGE HEIGHT +27'-10" MEAN HEIGHT = +12'-0" MEAN HEIGHT = +23'-6" EAVE HEIGHT = +10'-0" EAVE HEIGHT = +21'-0" NOTES: NOTES: 1. ELEVATIONS ARE REFERRED 1. ELEVATIONS ARE REFERRED TO FINISH FLOOR A5 0'-0" TO FINISH FLOOR AS 0'-0" ROOF LEGEND HATCH INDICATES COVESTRO OCX - NFPA 286 CERTIFIED R-20 SPRAY FOAM INSULATION HATCH INDICATES COVESTRO OCX - NFPA 286 CERTIFIED R-20 SPRAY FOAM FLOOR INSULATION \ HATCH INDICATES CONDITIONED AREA v (SECOND ROOF ABOVE) HATCH INDICATES VENTED UNCONDITIONED AREA 6;,45LE END SCALE: 1/4' = I'-0" File COPY ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG AR0011598 PHONE: {561) 750.5551 FAX : S61 750.0036 EMAT: ARCNITE OLANGARCtiBECT.NET WEB: WWW,LANCARCHITECT.NET 5512 LAUREL ELEVATION C PALM CITY, ST. LUCIE COUNTY, FL GARAGE RIGFIT LOT #3 PROJECT NO: 17111,01.1 PROJECT MGR: DHL DRAWN BY: N+5 SUBMITTAL DATES: PERMIT SET 08.16.17 REVISION DATES: SHEET' FLAT OR 6-STYLE CEMENT TILE ROOF ON I LAYER 900 MINERAL SURFACE HOT MOPPED TO I LAYER 30" ASPHALT FELT TINTAGGED TO 19/32" CDX PLYWOOD SHEATHING REFER TO STRUCTURAL DRAWINGS FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE. FASTENING OF THE TILE SHALL COMPLY WITH MANUFACTURES PRODUCT CONTROL APPROVAL ATTIC: COVESTRO OCX - NFPA 286 CERTIFIED R-20 SPRAY FOAM INSULATION PRE-ENGINEERED WOOD TRUSSES REFER TO STRUCTURAL DWGS HURRICANE ANCHOR REFER TO STRUCTURAL DWGS MOISTURE BARRIER (METAL SEAT OR FELT PAPER) SEE FLOOR PLAN 4 ELEV TIC FOR BEAM HEIGHT 26ga. GALV. MTL- DRIP EDGE P.T. I x 2 2x8 PRE-PIRIMEJ SPRUCE FASCIA STUCCO SOFFIT FINISH WITH 3" CONTINUOUS VENT SCREEN PROVIDED ADEQUATE VENTILATION PER 2014 F.B-C. REFER TO STRUCTURAL DWGS FOR ATTACHMENT. REFER TO ROOF PLANS FOR LOCATION. REFER TO STRUCTURAL DWGS FOR REINFORCEMENT REQUIRED (2) COATS OF 1/2" STUCCO W/ WATERPROOF MASONRY PAINT OVER CONCRETE BLOCK 1 1/2" RECESS TO RECEIVE CONCRETE BLOCK FINISHED FLOOR ,I r," ELEV. + 0'-011 SLOPE AWAY FROM BUILDING rQ FLAT OR S-STYLE CEMENT TILE ROOF ON I LAYER 900 MINERAL SURFACE HOT MOPPED TO 1 LAYER 300 ASPHALT FELT TINTAGGED TO 19/32" CDX PLYWOOD SHEATHING REFER TO STRUCTURAL DRAWINGS FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE. FASTENING OF THE TILE SHALL COMPLY WITH MANUFACTURES PRODUCT CONTROL APPROVAL ATTIC: COVESTRO OCX - NFPA 286 CERTIFIED R-20 SPRAY FOAM INSULATION PRE-ENGINEERED WOOD TRUSSES REFER TO STRUCTURAL DWG5 HURRICANE ANCHOR REFER TO STRUCTURAL DWGS MOISTURE BARRIER (METAL SEAT OR FELT PAPER) 26ga. GALV, MTL. DRIP EDGE P.T. I x 2 SEE FLOOR PLAN 4 ELEVATIONS FOR BEAM HEIGHT 2x8 PRE -PRIMED SPRUCE FASCIA 11_/ II ol .ti. STUCCO SOFFIT FINISH WITH 3" CONTINUOUS vENT SCREEN PROVIDED ADEQUATE VENTILATION PER 2014 F.B.C. REFER TO STRUCTURAL DWGS FOR ATTACHMENT. REFER TO ROOF PLANS FOR LOCATION. 12 4 REFER TO STRUCTURAL DWG6 FOR REINFORCEMENT REQUIRED P.T. I"x2" FIRE STOP AT CLG 4 m 6-0" ARF 1/2" GYP. BIRD. CLG. ATTACHED TO ROOF. REFER TO STRUCTURAL DWGS REFER TO STRUCTURAL A TOP OF GYP CRETE DWGS FOR BEAM SIZE AND LOCATION ELEV. + II'-9 1/2" TOP OF 2ND FLOOR TRU55 ELEV. + II'-8" P.T. Ix FURRING m 0'-0" HIGH 1/2" GYP. BOARD ON P.T. 1 x 2 FURRING STRIPS e2411 WITH R-4.1 PERFORATED FOIL INSUL. REFER TO STRUCTURAL DWGS FOR FRAMING - PLAN (2) COATS OF 1/2" STUCCO W/ — WATERPROOF MASONRY PAINT OVER CONCRETE BLOCK P.T. Ix FURRING IHORIZ. 1 1/2" RECESS TO RECEIVE WOOD BASE CONCRETE BLOCK CONC. SLAB AND FOUNDATION REFER TO STRUCTURAL DWGS FINISH FLOOR LINE a ELEV. + 0'-0" ,./17, /�/ //7/77//7/77/77/771/� SLOPE AWAY FRor TYPICAL 1-STORY C.8.5. WALL 5ECTION-1 SCALE: 1" = I'-0" 12 4 12 4 L1/2" GYP, BIRD, CLG, ATTACHED TO ROOF. REFER TO STRUCTURAL DWGS P.T. Fx2" FIRE STOP AT CLG 4 m 6-0 A.F.F DOUBLE PLATE - REFER TO STRUCTURAL 1/2" GYP. BIRD. CLG. DRAWINGS ATTACHED TO ROOF. REFER TO STRUCTURAL 1/2" GYP. BOARD OVER DWGS 2X6 WOOD BEARING WALL. REFER TO STRUCTURAL - REFER TO STRUCTURAL FOR SPACING AND DWGS FOR BEAM SIZE AND SHEATHING LOCATION SINGLE HUNG WINDOW REFER TO SCHEDULE 1/2" GYP. BOARD ON P.T. I x 2 m 24' O.G. FURRING STRIPS WITH R-4.1 PERFORATED FOIL INSUL, FLOOR TRUSSES AND FLOOR WOOD BASE - SHEATHING TO EXTEND NO CLOSER THAN 1/2" FROM MASONRY WALL (TYPJ P.T. I X FURRING HORIZ. WOOD BASE 3/4" "GYP-CRETE" UNDERLAYMENT 3/4" "GYP-CRETE" REFER TO STRUCTURAL DWGS UNDERLAYMENT REFER TO STRUCTURAL DWGS BEDROOM 3 FLAT OR S-STYLE CEMENT TILE ROOF ON I LAYER 900 MINERAL SURFACE HOT MOPPED TO 1 LAYER 30" ASPHALT FELT TINTAGGED TO 19/32" CDX PLYWOOD SHEATHING REFER TO STRUCTURAL DRAWINGS FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE. FASTENING OF THE TILE SHALL COMPLY WITH MANUFACTURES PRODUCT CONTROL APPROVAL ATTIC: COVESTRO OCX - NFPA 286 CERTIFIED R-20 SPRAY FOAM INSULATION PRE-ENGINEERED WOOD TRUSSES REFER TO STRUCTURAL DWGS GALV. STL. 5TRAP AT EA. TRUSS REFER TO STRUCTURAL DWGS 1624. GALV. ITL. DRIP EDGE P.T. 1 x 2 SEE FLOOR PLAN 4 ELEVATIONS FOR TOP OF TRU55 HEIGHT 7-� 2x8 PRE -PRIMED SPRUCE FASCIA STUCCO SOFFIT FINISH WITH 3" CONTINUOUS VENT SCREEN PROVIDED ADEQUATE VENTILATION PER 2014 F.B.C. REFER TO STRUCTURAL DWGS FOR ATTACHMENT. REFER TO ROOF PLANS FOR LOCATION. (2) COATS OF 1/0" MIN. STUCCO FINISH OVER PAPER BACKED SELF FURRING GALV. MTL. LATH OVER TYVEK BUILDING WRAP OVER 5/S" CDX APA PLYWOOD SHEATHING OVER 2X& EXT. WOOD BEARING WALL W/STUDS W/R.19 MIN. INSULATION W/ONE LAYER OF 1/2" GYPSUM BOARD ON THE INTERIOR. REFER TO STRUCTURAL DWGS FOR SPACING AND SHEATHING PROVIDE FLASHING AT WINDOW HEAD AND SILL. APPLY SEALANT WITH CLOSED CELL BACKED ROD TO HEAD AND SILL. PVC STUCCO WEEP STOP — FLASHING AND COUNTERFLASHING SEE DET. 2 SHEET D-3 NOTE: INTERIOR WOOD FRAMING BEARING WALL TO BE FURRED OUT WITH 1-5/8" METAL STUDS WHERE REQUIRED TO STRAIGHTEN THE WALLS. THE METAL STUDS MUST BE ATTACHED TO EACH WOOD STUD AT MID -HEIGHT OF THE WALL FOR STABILITY. OF GYP CRETE ELEV. + II'-9 1/2" TOP OF 2ND FLOOR ELEV. + II'-8" PROVIDE CRICKET i - CfJ TOP OF GARAGE ELEV. + 10'-0" 1/2" GYP, BIRD, CLG. ATTACHED TO FLOOR TRUSSES REFER TO STRUCTURAL DIGS 1/2" GYP. BIRD. CLG. P.T. Px2" FIRE STOP AT ATTACHED TO FLOOR CLG 4 m 8'-0" APP TRUSSES REFER TO STRUCTURAL DWGS 1/2" GYP, BOARD ON P.T. I x 2 m 24" O.G.. FURRING STRIPS 1/2" GYP, BOARD WITH R-4.1 PERFORATED FOIL BOTH 51DE5 INSUL. OVER 2X8 WOOD BEARING WALL W/R-11 INSUL, MIN, FOYER P.T. Ix FURRING HORIZ. WOOD BASE WOOD BASE CONC. SLAB AND GONG. SLAB AND FOUNDATION FOUNDATION REFER TO STRUCTURAL REFER TO STRUCTURAL DWGS DWGS q FIN15H FLOOR LINE c a s q - c_ c c ... a. a ELEV. + 0'-0" GARAGE )ING \\/ \\ d /i\/i\� i //i��i�/ice/i\/ ��i\/i:/i\\/i /i /i \\/\��\��\ �\ \. a a ��\// TYPICAL 2 - 5TORY C.B.S. WALL SECTION-2 SCALE: I" = I'-0" TYPICAL 2-6TORY WOOD 1=RXIE WALL 5ECTION-3 SCALE: 1" = I'-0" COPY 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 ARCHITECTSOLANGARCHITECLNET WEB: WWW.IANCARCHITECT.NET 5512 LAUREL ELEVATION C PALM CITY, ST. LUCIE COUNTY, FL GARAGE RIGHT LOT # 3 PROJECT NO: 17.111.01. PROJECT MGR: DHL DRAWN BY: MS SUBMITTAL DATES PERMT SET 0=1/ REVISION DATES: SKEET: 749 1413 d? d' " Lf " " d, d' d' " E " 11 lU LAYER OF GYP. 50ARD ADHERED TO PLYWD.SHT. (COORDINATE THICKNESS WITH ADJACENT CEILING) — ATTIC ACCESS DETAIL D1 SCALE: 3/4' o 1'-0'g WOOD TRUSS BY OTHER6 FIBERGLASS INSULATION ADHERED TO 5/5" PLYWOOD. SHEATHING. WOOD CASING AT SIDE SHOWER DOOR OR TEl GL. SHOWER ENCLOSURE REFER TO FLOOR PLANS — RECESS SLAB 6" FOR SHOWER ENCLOSURE - TILE TOP OF GONG. SLAB ELEV. 0'-0" NOTES TILE EXISTING EXTERIOR CBS WALL MORTAR SLOPE TO DRAIN . .. lU lu \\a•�. te •a'T• .aQ FOR 51ZE DRAIN AND REINFORCING -SHOWER /BATHTUB COMPARTMENT SHALL HAVE FLOOR AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT, NONABSORBENT AND WATER-RESISTANT MATERIALS (GREEN GYPSUM WALL BOARD NOT ACCEPTABLE) TO A HEIGHT OF NOT LESS THAN 12 INCHES ABOVE THE COMPARTMENT FLOOR AT THE DRAIN, AS PER FBC. 2014 D1 SCALE 3M' o f.ow J v v v 1 2 p p I� PROVIDE R-II MIN INULAION ABOVE GARAGE AREA UND>E A/C LIVING SPACE. TOP CHANNEL 12" DRYWALL ON EACH SIDE OF PARTITION USE R-II MIN. BATT INSULATION BETWEEN STUDS C�ARAC�E BOTTOM CHANNEL GA.) SECURED TO SLAB STEP DOWN e GARAGE z a' SLAB REFER TO STRUCT. g DW'GS. w d 4 W � d Q d 1/2" DRYWALL GLG LINE (REFER TO FLOOR PLAN ) MTL STUDS PARTITION F�OIJSE WOOD BASE FIN, FLOOR d d C SECTION VIEW TYPICAL INSULATION AT GARAGE D1 SCALE 3/4' e T-C' 0 SECTION VIEW SECTION VIEW NOTES PROVIDE BACKINGS FOR WALL CABINETS AGAINST MTL. PARTITIONS AS FOLLOWS: I- A MINIMUM OF 1" X 4" HORIZONTAL WOOD MEMBER SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG AND BASE CABINET AS SHOWN, SECURELY FASTENED TO NOT LESS THAN 2 STUDS 2- PROVIDE DOUBLE MTL. STUDS OR SINGLE 20 GA. MTL. STUDS is 16" O.G. o KITCHEN WALL CABINETS d ANY OTHER LOCATION WHERE THERE ARE HUNG CABINETS. D1 SCALE: 3/4' 0 119.0w 12" DRYWALL GLG TOP CHANNEL LINE (REFER TO FLOOR PLAN ) 12" DRYWALL ON EACH SIDE OF PARTITION USE MOISTURE RESISTANT BOND AT KITCHEN AND LAUNDRY AND CEMENT WALL BOARD AT BATHROOM BOTTOM CHANNEL GA) SECURED TO SLAB STUDS WOOD BASE FIN, FLOOR d d G 4.. 'a 44 C SECTION VIEW METAL STUD PARTITION DETAI D1 SCALE. Ve e T-0e ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REC. AR0011598 PHONE: (5l 750.5551 FAX : 561 750.0036 EMAII: ARCrIFfECRSOUNGARCHBECT.NET WEB: WWW.LANGARCHITECT.NET 5512 LAUREL ELEVATION C PAIN, CITY, ST. LUCIE COUNTY, FL GARAGE RIGHT LOT # 3 PROJECT NO: 17.111.01. PROJECT MISR. DHL DRAWN BY: MS SUBNBTTAL DATES: PERMIT SET 08,18,T/ REVISION DATM OTE: W =112 OPENING DIM. INSTALL OVER STONE OR STUCCO FINISH WALL. FIN. TO HAVE TRADITIONAL T I OAM MATERIAL -ADHESIVE ,PPLIED PER MANUF. SPECS 2E V. IQ PREFAB. DECORATIVE SHUTTER SMOOTH FINISH r EQUAL TO HALF WINDOW WIDTH 4" x 1/8" HARDIE SIDI OR BEVELED LAP STUCCO SIDING OVE LATH FOAM T SIMILAF.. GABLE FACADE TREATMENT NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED ADD 2" WHEN INSTALLED IN STONE r- 0 f771:101PHI[7u N' 'GK 4" x 1/8" HARDIE SI OR BEVELED LAP n STUCCO SIDING 0 LATH i BRACKET W o0Af%VCT FOAM TRIM SIMILAR TO D-6 EQUALTO HALF WINDOW WIDTH .ATHINGIWRAP FIN A NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • INSTALL OVER STONE OR STI FINISH WALL. • FIN. TO HAVE TRADITIONAL LI SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCI In W ADD 2" WHEN INSTALLED IN STONE DECORATIVE CORBEL PREFAB. (FOAM/CEMENT. TOP COAT FINISH) VARIES NOTE: *ADD 2" TO THICKNESS WHEN INSTALLED IN STONE VENEER D-2 D-5 C, NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED +1" RAISED BANDING +2" RAISED STUCCO BANDING CI C ;ATIl1RI NOTE: • INSTALL OVER STONE OR STUCCO FINISH WALL. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED — D-7 D7 M .-T9T&T-flXR D-3 DONALD HEADDON LANG AU ARCHITECT ARCHITECTURE AND PLANNINC AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG AR0011598 PHONE: {561) 750-5551 FAX : 561 750.0036 EMML° ARCHITEMoIANGARCHITECT.NET WE8: WWW.LANGARCHITECT.NET 5512 LAUREL ELEVATION C PALM CITY, ST. LUCIE COUNTY, FL GARAGE RIGHT LOT # 3 PROJECT NI 17.111.01 PROJECT MGR_ DHL DRAWN BY: NLS SUBMITTAL DATES: PERMIT SET 0&1&17 REVISION DATES: SHEEP: FM co D 2 NOTE: ALL EXTERIOR WINDOW AND DOOR OPENINGS TO HAVE WATER RE515TIVE SELF-ADHEARING MEMBRANES EXTEND TO THE SURFACE OF THE EXTERIOR WALL. FINISH - PER AAMA Ill STANDARDS 5TUCL0 FIN15H-- q Q p GYPSUM BOARD ON CON, / LMU ON Ix P.T. SEE ARCH. FURR'G SEE p ARCH. TAPGON5 PER STRUCT. PLANS OR AS PER PRODUCT P Ix3 P.T. AND BUCK SET IN APPROVAL SEALANT Al CASE _ HARDENED NAILS PER 5TRUCT. SEALANT SEALANT LPI ALL AROUND ALL AROUND 1'1 5/8 GDX APA PLYWOOD SHEATHING ALUM WIND PLATE GLASS TINTED TEMIFEMD'4'� STUCCO WALL EXTRUSION PAPER BALKED NOTE: TYVEK BUILDING MAP MINIMUM 2" OVERLAP ON WHERE SPECIAL CONDITIONS EXIST, IT 1 1 1l II1�t1 1► 6 �p/11�1®®�./ ALUM ALUMINUM WINDOW VERTICAL FLANGE OF MAY BE NECESSARY TO INCREASE THE 6 a1UM • V FLASHING WIDTH OF THE PAN FLASHING. IN ALL 6 HEAD DETAIL CBS CASES, FLASHING SHALL BE DESIGNED WEEP SCREED STUCCO TO ADEQUATELY DIRECT WATER BACK D3 SCALE: 3" = I'-0" MINIMUM I I CLEARANCE ONTO THE TILES. - TO HORIZONTAL FLANGE OF in FLASHING FLAT OR 5-5TYLE TILE NOTE: ALL EXTERIOR WINDOW AND DOOR OPENINGS TO HAVE WATER RE515TIVE 5ELF-ADHEARIN6 MEMBRANES EXTEND TO THE FL SURFACE OF THE EXTERIOR WALL FINISH - PER 7777 AAMA III 5TANDARDS b ll GYPSUM BOARD ON Ix P.T. : a._ p !1 15T0000 FIN15H FURR'6 SEE-- I ON GONG i PAN FLASHING ARCH. 11 I I OMU SEE ARCH. TAPGONS PER 4 a STRUGT. PLANS OR 11/32" COX EXPOSURE A5 PER PRODUCT I PLYWOOD SHEATHING APPROVAL WOOD TRUSSES Ix4 P.T. M. BUCK W/ SET IN SEALANT @ 24' o r,. 240G (SEE STRUCTURAL DRAWINGS) CASE HARDENED — �+ 1 Ujj 5EALANT ALL NLAIL5 PER STRUGT. AROUND ALUMINU M L DOOR ALUMINUM DOOR COUNTER FLASHING DETAIL FRAME AT ROOF -TO -WALL INTERSECTION ALUMINUM DOOR FRAME D3 NOT To SCALE a HEAD DETAIL CBS (�3 SCALE: 3' = I'-0" —._. A arl l -r ^ ON 8" G.M.U. CONT. META METAL FLA' -L L FLASHINS z DETAIL AT HIP ROOF CBS. WALL SCALE 3/4' m T-T ELASTOMERIC CAULKUN4 WALL - FLASL41NCs )H ING 3-STUDS(IST PRESSURE TREATED) 6" LONG TAFCON ANCHORS V 11, EMBEDMENT - SEE STRUCTURAL PLANS WOOD CONC. BLOCK SEALANT SEPARATION AT 5I$ATHM AND CONCRETE JUNCTURE W/ CAULKING BEAD PLYWOOD SHEATHING ' METAL LATH lJJ TYPICAL - STUCCO WOOD NOTE:Li _-- ----- -------- %` 3 COAT STUCCO OVER PAPER --- — _-_- BACK GALV. MTL. LATH OVER TYVEK TYVEK(STUCCO WRAP)(ALL PERIMETERS AND OVERLAPS MUST BE TAPED) RAIN BUSTER 440 SELL -ADHERED / TAPE OVER ELASTOMERIC CAULKPY¢ MEMBRANE FLASHING TO LAP OVER ADJ. BLOCK MIN. 6" METAL LATH TO LAP OVER ADJ, BLOCK MIN. 6" i2 LASHING AT WOOD TO BLOCK WALL INTERSECTION] D3 SCALE Ye e 1'-0' NOTE: ALL EXTERIOR WINDOW AND DOOR OPENINGS TO HAVE WATER RESISTIVE SELF-ADHEARIN6 MEMBRANES EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH - PER AAMA Ill STANDARDS SEALANT STUCCO FINISH ON ALL AROUND CORO FILLED GMU lH $5 VERT SEE 5TRUL , p a PLATE GLASS Jt—I=TINTED, TEMPEREDAS REQUIRED DON -- SEALANT) 6115UM ALL AROUND BOARD SEE ARCH. ALUMINUM WINDOW IAMB DETAIL CBS SCALE: 3' = I'-O" NOTE: ALL EXTERIOR WINDOW AND DOOR OPENINGS TO HAVE WATER RE51571VE SELF-ADHEARING MEMBRANES EXTEND TO THE SURFACE OF THE EXTERIOR HALL FINISH - PER AAMA TII 57ANDARD5 STUCCO FINISH ON GONG FILLED GMU W #5 VERT SEE 5TRU,T Ix4 P.T. AD. BUCK III SEALANT SET IN SEALANT ' ALL AROUND AU CASE HARDENED Q V NAILS PER 5TRU6T. • 1 p ALUMINUM DOOR 0 TAFGONS PER V ALUMINUM I r�- 5TRUCT.PLANS OR DOOR FRAME A5 PER PRODUCT APPROVAL-------�------------.... ALUMINUM DOOR FRAME 10 JAMB DETAIL CBS j�3 SCALE: 3" = 1'-0" s'Mr`\ PIIECr ?"M`�/N5 �4 FLASHINC AT ROOF VALLEY D3 SCALE 3/4' = TV NOTE: ALL EXTERIOR WINDOW AND DOOR OPENIN65 TO HAVE WATER RES15TIVF SELF-ADHEARING MEMBRANES EXTEND TO THE SURFACE OF THE EXTERIOR WALL. FIN15H - PER AN,% TII STANDARDS PLATE 6LA55 TINTED Ix3 P.T. AD BUCK SET IN TEMPERED AS REO'D — SEALANT AU CASE ALUM WIND HARDENED NAILS PER Ix3 P.T. AD BUCK SET IN EXTRUSION 5TRUI SEALANT AU CASE SEALANT ALL SEALANT ALL AROUND HARDENED NAILS PER STRUGT. AROUND _ ---s --- SILL SEE ARCH. 7AFGON5 PER TAPGONS PER 5TRUCT. PLANS OR 6, - 4 5TRUGT. PLANS OR A5 PER PRODUCT AS PER PRODUCT APPROVAL 4" CONCRETE GAP APPROVAL STUCCO FINISH GYPSUM BOARD ON GONG / ON Ix P.T. RURR'6 GMU SEE ARCH. SEE ARCH. ALUMINUM WINDOW e SILL DETAIL CBS D3 56ALE: 5' = 1-0' Ip a G a ° n di a A p 2xb P.T. ATTACHED TO COLUMN SEE 5TRUG7. OR MANUFAGiURE5 — 5PEGFIGA7ION5 FOR / FASTENERS ' STUCCO C,ONGRETE OLUMN BILSSTTRUUCTURAL�DW6S) CONT. CAULK P.T. AD SHIM Ixb CEDAR TRIM GARAGE DOOR 6ALV.57EEL TRACK BRACKETS �6ALV.STEEL TRACK BRACKETS SEE 57R CT. OR MANUFACTURES SEE STRUGT. OR MANUFACTURES SPECIFICATIONS FOR SPECIFICATIONS FOR FASTENERS FASTENERS HEAD FLASHED HORI ZONT 24 6UA6E. SLOPEFLA l FOR POSITIVE DRAINAGE FIRST, COVER 5HEATHIN6 (IS TO 18 %SLOPE) / ` ,' / /' / / ` / / AND WINDOW OPENING WITH / / / / / / / / BUILDING WRAP. INSTAL PER MAUNUFALTURERS SPECIFICATIONS BEND FRONT PIECE BACK / / �� / / / / 5ECOND, OUT BUILDING WRAP AT WINDOW OPENING FLASHING / , ` PER MAONUFALTURERS //' / / / / / / 5FEGIFIGATION5FOLD EXCESS WRAP FROM 51DE5 AND BOTTOM INTO OPENING AND SECURE. PEEL MMEMMBRANNESTAPE ` , / / / / ' � G�' // ` / / / THIRD, CUT HOUSE WRAP AT 5HEATHIN6 ' J / / / / / �/ / /� / / WINDOW HEAD CORNERS 2x STUD f/// / / / / ; / / / / AND FOLD UP TO ALLOW NON MEMORY / / , ` / / j ` / / / / / FOR WINDOW HEAD FLANGE MEMBRANE / / /' / //' / / / / / TO BE PLACED DIRECTLY FLASHING / / / / / / / ON THE SHEATHING PEEL AND SEAL MEMBRANE TAPE i SILL PLATE ORDER OF WATER PROOFING INSTALLATION GARAGE BUCK ATTACHMENT NOT TO 50ALE (2) OOAT5 OF 116" MIN. STUCCO FINISH OVER PAPER BALKED SELF FURRIM 6ALV. MTL. LATH OVER TYVEK BUILDING WRAP OVER 5/8" GDX APA PLYWOOD SHEATHING 5/8 COX PLYWOOD SHEATHING - 4" WIDE SELF ADHESIVE VINYL TAPE WRAP AROUND WIFIDOW LAP TOP OVER BOT. OVER WINDOW FLANGE AALL.L VERTIICALL.OVERRLAF55 d PERIME7Er G � MUST BE TAFED. (TAPE MUST BE N APPROVED BY WEATHER BARRIER MANUFACTURER) STUCCO LASING BEAD AITH MEPSE T.O. DOOR V-0" A.F.F. ALL FLOOR5 ALUM HEAD FLASHING UNFOLD BUILDING WRAP AT THE WINDOW HEAD AND LAY FLAT OVER THE HEAD FLASHING URETHANE SEALANT V BALKER ROD MEMBRANE FLASHING 2B JAMB 5/6 GDX PLYWOOD REFER TO STRUCTURAL ORMIN65 FOR WOOD FRAMING 5PACING R-19 MIN BATT. INSULATION 1/2" GYP. BOARD 2ND LAYER OF 4" AIDE SELF- ADFESIVE, WATERPROOF MEMBRANE OVER HEAD FLASHING REFER TO STRUCTURAL DRAWINGS FOR HEADER SIZES SET MOUNTING FLANGE IN RILL BED OF SEALED AT TIME OF IN5TALATION SEALANT DETAIL WITH BOND INHIBITING TAPE OR EQUAL ALUMINUM FRAME SLIDING 6LA55 DOOR R-19 MIN, GATT. INSULATION 1/2" GYP. BOARD DOUBLE STUDS (MIN) AT JAMB VERIFY REOUIREMENTS ON STRUCTURAL D2AWING5. -SET MOUNTING FLANGE IN FULL BED OF SEALED AT TIME NON -PERFORATED WEATHER BARRIER W -+ OF I45TALATION ALL VERTICAL OVERLAPS d PERIMETERS SEALANT SEALANT DETAIL WITH MUST BE TAPED. (TAPE MUST BE 4 APPROVED BY WEATHER BARRIER BOND INHIBITING TAPE '`Y OR EQUAL STUCCO GA51N5 BEAD / ALUMINUM FRAME URETHANE SEALANT III SLIDING 6LA55 WINDOW BACKER ROD MEMBRANE FLASHING ALUMINUM FRAME SEE FLOOR PLANS FOR 51ZE ROOF TILE 5ET PER MANUF. 5PEG. 2A SILL IIII SEALANT DETAIL WITH BOND INHISITIN6 TAPE OR EQUAL SHIM AS REQUIRED ROOD WINDOW SILL (TYP) URETHANE SEALANT'A/ -— -f� BACKER ROD MEMBRANE FLASHING STUCCO CA51NC BEAD SET MOUNTING FLANGE IN `� HI -PRESSURE SKIRT FULL BED OF SEALED AT TIME OF IN5TALATION DOUBLE STUDS (MIN) AT SILL. HI-PRE55URE SKIRT (2) GOATS OF 1/8' MIN. STUCCO FINISH OVER PAPER BACKED — R-19 MIN. BATT. INSULATION SELF _ROOF FELT OVER GALV�MTL. LATH OVER TYVEK FLA51TIN6 (SEAL W/MA5TIG) BUILDING WRAP OVER 5/8" CDX _ APA PLYWOOD SHEATHING 6ALV. METAL VALLEY NON -PERFORATED AEATHER BARRIER FLASHING 5ET IN BED ALL VERTICAL OVERLAPS S PERIMETER5 OF ROOFING MASTIC MUST BE TAPED. (TAPE MUST BE MQ BY ATHER BARRIER INSTALLATION GUIDE FOR RANCE MOUNT WINDOWS -Gi'OOFIN6 MEMBRANE I. INSTALL MEENBRANE TO ENTIRE ROUGH OPENING. GRACE ICE AND WATER SHIELD 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 CLOSED CELL BACKER ROD/BOND INHIBITING TAPE FROM THE WINDOW FRAME TO THE MEMBRANE 15 RECOMMENDED -'ROOF 5HEATHIN& 3. AEATHER BARRIER TO BE INSTALLED I" AROUND PERIMETER OF WINDOW FLANGE ALL OVERLAPS OF WEATHER BARI MUST HAVE APPROVED CONTRACTORS TAPE INSTALLED. INSTALL FLAP AT HEAD TO PROVIDE AREA FOR HEAD -PRE-ENGINEERED WOOD TR155E5 FLASHING. AL HORIZONTAL OVERLAPS TO MST MANUFACTURERS MINIMUM REOUIREMENTS. 4. INSTAL APPROVED 5ELF-ADHERE MEMBRANE AT JAM55 OF WINDOW FLANGE. SELF -ADHERED MEMBRANE SHOULD BRIDGE AEATHER BARRIER FLANGE JUNCTURE TO PROVIDE A WATERTIGHT SEAT STEP GET WINDOW IN WRAPPED WINDOW OPENING WITH A CONTINUOUS FULL BED OF SEALANT AT HEAD AND .IAMBS OF WINDOW FLANGE. SEAL AL FACTORY JOINTS IN WINDOW AND ATTACHMENT LOCATIONS AT THIS TIME. N T, APPLY ONE LAYER b" PEEL AND SEAL BRAKE TAPE OVER E AT EAG4 JAMB. GN BOTTOM WITH TTOM OF SILL TAPE. EL N RD F B ND JAMB TAPE ABOVE WINDOW EAD. APPLY 6" AND SEAL PE AT HEAD ON OF JAMB TAPE. D, APPLY FEEL SEAL TAPE OVER DMG WRAP AND AMB MEMBRANE HI S , APPLY -ADHERED RARE AT THE RNERS OVER AEATHER BIER INGSION5 AT HEAD FLASHING OURTH, BUILDINGS PER TO BE ALLED UPON MPLETION OF BRAKE FLASHING INSTALLATION GUIDE FOK FLANGE MOUNT WINDOWS 03 APPLY CONTINUOUS SEALANT BEAD AT PERIMETER NOT TO SCALE OF FLANGE PRIOR TO SETTING WINDOW live, coo UNFOLD BULDNG WRAP AT THE WINDOW HEAD AND LAY PLAT OVER THE HEAD FLASHING INSTALL HEAD FLASHING WITH A LAYER OF 6' PEEL AND SEAL TAPE AT TOP OF FLASHING DIRECTLY TO THE SHEATHING NOTE: PEEL 8 SEAL MEMBRANE 30 mil. 5ELF ADHESIVE WATERPROOF MEMBRANE N/ EMULSIFIED PRIMER BASE. TYPICAL ALL OPENIN65 TAPE TO COVER FULL WIDTH OF _ OPENIN65. STEP F1 OF MEM FLA IONAW IEADDON LANG AL JtQiITEU 1RCHITECR)RE AND PLANNING 0011598 33 CAMINO GARDENS BLVD. UITE 102 OCA RATON, FLORIDA 33432 LORIDA REG AR0011598 'HONE: (561) 750.5551 AX : (561) 750.0036 MAL Altai E OLANCARCHIiECLNET NEB: WM.LANCARCHITECT,NET q m Fri fAt�'d I^' �{•yz Y� -�i 5512 LAUREL ELEVATION C PALM CITY; ST. LUCIE COUNTY, FL GARAGE RIGHT LOT #3 PROJECT NO: 17.111.01 PROJECT MGR: DHL DRAWN BY: MS SUBMITTAL DATES PERMIT SET 0&1&17 REVISION DATER SHEET: D3 SERVICE: 120/240 1-PH 3W MAIN BUS: 200 AMP MOUNTING, ELECTRICAL PANEL SCHEDULE "A„ MAINS:NEUTRAL: ` POLES: 42 MAINS: M.L.O. TYPE: A.I.C.: 22,000 WIRE POLE/BREAKER LOAD UIT CIRCUI USE LOAD POLE/BREAII WIRE SITE "8 2P/45A (40 KW) 1 2 t7 AHU-1 100 KW 2P/60A +6 (40 kw • 10051) 3 4 (Imo kw • Imm%) "8 2P/45A (4-0 KW) CU-2 5 6 AHU-2 10.0 KW 2P/60A K� (4.0 ku • 100%) l 412 IP/20A OS KW COOKTOP (GAS) 9 10 DOUBLE OVEN 11.0 KLU 2P/5mA +'6 "12 IP/20A 12 KW FUTURE REFRIGERATOR 11 12 412 2P/20A 1.1 KW DISHWASHER/DISPOSAL 13 14 FUTURE POOL 5UB-PANEL 55 KW I 2Pl60A SEE RISER 15 1(. 412 IP/20A 12 KW MICROWAVE IT 18 DRYER (GAS) / WATER HEATER GAS)WK 2014 1M2 M2 IP/20A 12 KW REFRIGERATOR 15 20 ALL APPLIANCE /20A 412 ' 2 IP/20A1.8 KW GARAGE DROPENER("9 EA) 21 22 WASHER P/20A 012 "12 IP/20A BATH GFI'S 23 24 SMALL APPLIANCES 1111il P/20A "2 94 IP/I5A FOYER/EXT LIGHTS 25 26 SMALL APPLIANCES J20A "2 'M4 IP/I5A GARAGE I AND 2 21 26 LAUNDRY/LAUNCH/PANTRY P/15A 014 M4 P/I5A BEDROOM 5/BATH 4 29 30 LANAI/HALL (BATH 4 4 BEDRM 5) 11 15A �4 �14 IP/I5A 1 KITCHEN/CAS DINING/SD 31 32 FAMILY ROOMNNDER STAIRS IP/15A 14 14 IP/15A 1 OFFICE/DINING ROOM 33 34 LOFT 1 IP/15A 14 14 I10/15A BEDROOM 2 35 36 BEDROOM 3/5ATH 2 P/I5A 014 M4 P/I5A BEDROOM 4/ BATH 3 31 38 MASTER SUITE P/I5A "d *14 1 P/I5A 1 MASTER BATH/WIC 39 40 '�.. BATH GFI'5 (BATH 2, 3 4 MASTER) 1 IP/20A �2 M4 IP/15A 1 BONUS ROOM 1 41 1 42 1 AT4T RECEPTACLE 1 IP/15A #14 I + PER NEC, FOR CALCULATION PURPOSES ONLY 1�40'14 IF X 3WlSF = 12�22 W ENERGY CODE FBC 404.1 LIGHTING EQUIPMENT. A MINIMUM OF 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. SERVICE: 120/240 I -PH 311 MAIN BUS: 125 AMP MOUNTING: POLES, 8 POOL SUB -PANEL SCHEDULE "P" NEUTRAL: FULL MANS: MLA. TYPE: A.I.C,: 22,000 WIRE SI€ POLEBREAKER LOAD USE CIRcul CIKUlT USE LOAD POLE/BREAKER WI�SI E "4 2P/60A (5.0 KW) POOL PUMP 1 1 2 POOL LIGHT (05 KW) IP/I5A $12 3 4 5 6 8 TOTAL LOAD = 5.5KW = 23A FAULT CURRENT CALCULATIONS 100 KVA TRANSFORMER - 28'-0" MIN. ISCA = 40,630 (GIVEN BY FP&L) 1- LINE TO LINE (L-L) FAULTS ON 2 x L x l 2 x 50 x 40,630 1�-,CENTER-TAPPEDI= f= =1.85 TRANSFORMERS Cx EL -L 9,170 x 240 M= 1 M= 1 =.35 1+f 1+1.85 ISCA (L TO L) _ .35 x 40,630 = 14,221 AMPS ELECTRICAL LEGEND: LOAD SUMMARY PANEL -A TOTAL LOAD LESS A/C, 4 PP - 45,122 W 1ST 10 KVA • 100% = 10000 W REMAINDER KVA a 40% = 14,04E W AWU'S • 65% = 13000 W POOL PUMP * 100% = 5 0Qi0 W TOTAL LOAD 42,04E W - 115 A (3) #4 THWN-AL (1) #8 AL GND IN 3/4" CONDUIT O PANEL Pt 200 AMP METER MAIN „A„ COMBO DISCONNECT TRANSFORMER (3) #250 THWN-AL BY FLORIDA (1) #4 GND POWER & LIGHT IN 2-1/2" CONDUIT #2 THWN -AL GND TO COLD WATER PIPE, FOUNDATION STEEL & 5/8" x 10'-0" CU CLAD GROUND ROD _L COLD WATER FOUNDATION .gF PIPE STEEL ELECTRICAL RISER DIAGRAM $ SWITCH O CEILING MOUNTED FIXTURE It] PUSH-BUTTON ED ELECTRIC METER $3 THREE-WAY SWITCH 4 WALL MOUNTED FIXTURE P5 WP WEATHER PROOF TELEVISION ANTENNA VP VAPOR PROOF $a DIMMER SWITCH ® RECESSED CEILING FIXTURE T TELEPHONE JACK GIFT GROUND FAULTED DUPLEX RECEPTACLE ~ UNDERCOUNTER LIGHTS INTERRUPTER POLED DUPLEX RECEPTACLE Z EXHAUST FAN DOORBELL ® FAN BOX W/3 WIRE ® SMOKE DETECTOR W/ Q THERMOSTAT ® KITCHEN COUNTERTOP SWITCH SINGLE RECEPTACLE SD BATTERY BACKUP 230V OUTLET SMOKE DETECTOR W/ JUNCTION BOX ® CHIME SPECIAL RECEPTACLE GAR50N MONOXIDE COMBO -a FLOODLIGHT DISCONNECT SWITCH BT SPRINKLER TIMER/SENSOR Q• 110V FLOOR OUTLET p ELECTRIC PANEL FLOUREBCENT LIGHT ® U55 OUTLET ® ALARM KEYPAD - PREWIRED ® SPEAKER - PREWIRED I � � LANAI A3C A30 ...—� A30 LF16P / 2 -- — — — — — — ---7 RG& - ON F. ELECTRIC - ®84" 4r. LOCATION A31 . '� ,A31 iL POM EMIR El A32 qp A26 1 i FAMILY ROOM \ / A31, CL . \ A31 i5e / HDMII PFC£WPI BId15H PLATES 70UTLETFOR I / L DW 4 DISP. A \ A3 CASUAL �, A31 I A32 TV I W' GFI -- A31 A3I 17' MAX BELOW CGUNTERTOP UP 4431 d %' A33 A33� — — — — — — — — — — A33 9'-4" CLG 214 — A26 — — — Ea- m EQ. A25 WWEF R Alm L F. A25 A33 � A33 I [^,�y/ FOYER A20 WJ A33 �. DINING ROOM A33 A33 A25 J------ -------J -- )TO COACH I A25 Azm A20 A25/ L/ — 111-IGHTS 02 — W-4" CLG A33 \ TO COACH — — LIGWS N ou PANTRY / O� I � A30 W I A29 1Y� . YUJC I TUB � ucJ A29 TN 4 SD I DOUBLE O�N A25 A29 -All MICRO \ BEDROOM 5 C4FI ,AS GAS COOKTOP SWITCHED A2 LIGHT IN ATTIC 2 CAR GARAGF A21 A29 A29 PHONE/CABLE BOX 612" APP. 7Lu I AISTGFI LAUNCH GAS DRI R I A28 LAUNDRY I A28 A: 26 GFI �A28 ,x \ ' PB wI FOR FlJ7U GAS REF. W.H. ALARM SYSTEM ° w 12" A.FF OUTLET�HON JACK FOR ALARM I SYSTEM 72" A.F.P. DRYWALL BUILD OUT FRAME CLG. TO 30" AF.F. AROUND ELECT. PANEL PANEL "A" _A21 'KIP CU-1 0 AI'3 -1 r 1 r A33 r PREWIRED 8vC / A25 GAR DooR,, GFI Cs17A. pppyyy q 3 WP/GFI OPENER S!J A4z A21 AT4TcfI T &PRINK TIMER OFFICE�--------------------� COVERED ENTR'T- L—_J A33• L A33— J r-------- I I I I I I I I ' TO COACH LIGHTS 9 -I� TO COACH L -j � — — -j � — - LrA-n A33 ------- ' .--� ' A25 A25 '�-._` ------- A21 — — - __.-�. 5 F - — — �WITC ED — — \ y LIIGHT IN 't LX-1 �/TT1C i A21 PP� 0 DI.0 RD R (_ A21 OiENER � ' A21 . � I ° I CAR GARAGE L — A25 SCALE: 114" = 1'-0" Tile COPY r�• ARCHITECTURE AND PLANNING AR0011598 333 CAMINO GARDENS BLVD. SUITE 102 BOCA RATON, FLORIDA 33432 FLORIDA REG AR0011598 PHONE : ((561 750.5551 FAX :861 750.0036 RML ARCHITEMOiANCARCHBECT.NET WEB: WWW.LANGARCHITECT.NET O� 5512 LAUREL ELEVATION C PALM CITY, ST. LUC1E COUNTY, FL GARAGE RIGHT LOT # 3 PROJECT NO: 17,111.01 PROJECT MGR: DHL DRAWN BY: MS SUBMITTAL DATES: PERMIT SET 08.18.17 REVISION DATES: SHEET: E2 ELECTRICAL LEGEND: qp 1p `I' qp SWITCH THREE-WAY SWITCH DIMMER SWITCH DUPLEX RECEPTACLE POLED DUPLEX RECEPTACLE SINGLE RECEPTACLE 230V OUTLET SPECIAL RECEPTACLE 110V FLOOR OUTLET Q CEILING MOUNTED FIXTURE q WALL MOUNTED FIXTURE ® RECESSED CEILING FIXTURE UNDERCOUNTER LIGHTS ® EXHAUST FAN SMOKE DETECTOR W/ SD BATTERY BACKUP SMOKE DETECTOR W/ J CARBON MONOXIDE COMBO ❑J DISCONNECT SWITCH ® ELECTRIC PANEL ® ALARM KEYPAD - PREWIRED IJ PUSH-BUTTON F'6 ® TELEVISION ANTENNA T TELEPHONE JACK DOORBELL ® THERMOSTAT JUNCTION BOX (®Q) W i FLOODLIGHT FLOURE5CENT LIGHT f� ® SPEAKER - PREWIRED B3 ELECTRIC METER Wp WEATHER PROOF VP VAPOR PROOF GPI GROUND FAULTED INTERRUPTER ® FAN BOX W/3 WIRE KITCHEN COUNTERTOP SWITCH ® CHIME 8T SPRINKLER TIMER/5EN50R ® USB OUTLET A41 /A41 A41 � Bogus Roots IA41 = A41 \ A41 \A41 A41 \ A34 A41 Ti A38 n A3a r -- \ � 38 A38 1 MASTER 4 A38I BEDROOM III A38 III j A35 I A38 531 A38 u A35 y _-- -142,4 AS �A34 g� T�SWOIUtIH CJ A34 a//—�� A31 A34 436 A34 / WA34 LOFT A34 �A34 A31 A35 SD ®A31 65 A / � o AV. / i o BATIK 2 d A35 0 A35 A1 0 I BEDROOM 22/ a36 6 WC 05 TUB �A35 A36 A3T TUB A36 BEDROOI" 13 TUB � A39 440 _ \ MASTER �IRR \ BATI—! LAV. \ . rLJ A6,8 ❑ A31 A39 A39 SHOWER Gfl LAV. 30 A40 �A39 MIRR I A39 SWITCHEDHT Q39 IN ATTIC A39 - - - J A39 I A36 �®A3l I BEDROOM 4 TN 3 1 � 1d I A A37 A3T J 36 F- 7 A36 SD ®A31 II ,{I,A36 A36 r W7 t I I I I II I I II II lyye l Il it — II II II II L---------------- ---- - 5ECONID FLOOR ELECTRICAL FLAN FUe COPY STUDOR VENT EACH VALVE SHALL BE ACCE851BLE FOR CABINETS. CABINET 4- 1um 1 VEAL. TYP. LOCATION OF STUDOR VENT (A.A.V.) STUDOR VENT SHALL COMPLY WITH SECTION 911 FB.C.P. 3/4"- THI PIPE TO INTO FLR HEAT TR ENERGY HOT WAT: SUPPLY EMBLEM RATING F STOP I" F N.T.S �M�eAr a .111 w 45 ECTORS J VALVE HOSE ECTION HOT WATER HEATER DETAIL N.T.S. SHALL BE "AO. SMITH" OR APPROVED EMAL WITH A 15 GALLONS STORAGE TANK, DUAL, WITH A 14 G.P.H. DRAW AND 81 G.P.H. RECOVERY AT 90 DE. TEMP RISE WITH AN ENERGY EFFICIENCY OF N/A MINIMUM, R VALUE 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. FIXTURE CONNECTION SCHEDULE '.... SYMBOL FIXTURE TYPE WASTE G.W. H.W. DESCRIPTION WC WATER CLOSET 3" 1/1" — '.. BT BATH TUB 1 1/2" 1/2" 1/2" W/ ANTI -SCALP VALVES ''..... WP WHIRLPOOL 11/2" 1/2" 1/2" BD BIDET 11/2" 1/2" 1/2" LAY LAVATORY 11/4" 1/2" 1/2" KS KITCHEN SINK 1 1/2" 12" 1/2" PROVIDE M.SA. AS PER FBC II DW DISHWASHER I" how — 12" ull WASHER MACHINE 3" 1/2" 1/2" PROVIDE M.BA. AS PER FBC 604.9 HB HOSE BIBB — 12" — FD FLOOR DRAIN 3" 12" — SH SHOWER 2" 12" 12" W/ ANTI -SCALD VALVES RF REFRIGERATOR — 12" — PROVIDE M.5.4. AS PER FBC II UR _ URINAL — 3/4" — I>< DENOTES FULL -OPEN VALVES AAV= AIR ADMITTANCE VALVE - DENOTE 2" UNDER GROUND WATER PIPINGS SIZE �2 1/2" cW ''..... O 3/4" CW - 12" Hw O 3/4" CW - 3/4" HW O5 12" LW 3/4" CW o I„ Ow O P CW - 3/4" HW NOTES: I. ANTI -SCALP VALVES FOR TUB/SHOWER REQUIRED 2. MINIMUM SIZE OF ALL PLUMBING DRAIN LINE BELOW FLOOR 2 INCH 3. HOT WATER HEATER TO BE SIZE PER TABLE 46-N-6 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 LE88 DRAIN A I/4" DROP 3" DRAIN ® 1/8" DROP 4" DRAIN 9 1/8" DROP NOTE: WATER USE EFFICIENCY STANDARDS: ORDINANCE NO, 08-14/F5C-PLUMBING, CHAPTER 6. MAXIMUM PLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES, FIXTURE FITTINGS AND APPLIANCES SHALL COMPLY WITH BROWARD COUNTY CODE SECTION 8-31, TABLES T-604.4 AND T-P2903.2a Go on -1 -_1- SCALE= 1/4" = I'-0" ONDEINSATE ))j 7f7 IR■ N'l'e 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 WL- ARCHITEMCIANCARCHITECT.NET WEB: WWWLANCARCHITECT.NET 5512 LAUREL ELEVATION C PALM CITY, ST. LUCIE COUNTY, N GARAGE RIGHT LOT # 3 PROJECT NO. 17.111.01 PROJECT WR: DHL DRAWN BY: MS SUBMIITTAL DATES: PERMIT SET 08.18.17 REVISION DATES: SHEET: LIM P2 RANG 60m FLORIDA BUILDING CODE (TABLE) 402.4(2) SCHEDULE 40 402.4(lb) GORRUDATED 65 TUBING 4Lv. 1/2" GALV. ALV. u METER LOCATION EXTERIOR LUALL OF GARAGE NATURAL GAS AT 12-14" LU.C. LONGEST RUN = 86' TOTAL BTU'& = 162 1"i51`U 2 "VTR Jl J l VTR IF AV �I:Lu) BATH 3 TUBI Lc (2Fu� AAv KITCHEN l3FU 2" 3 BATH 2 3, 3 2 , 3 (4 U) 2 (3FUi3112 LAV 2 TUB (1Fu) 11 (2FU) ( 3 (6FU) AAv (IF Lum 3„ (2FU) (29FU) AAv SIN 4 (2FU) 136U) LAUNDRY 4 4" TO SELER 3(0 DFU J l2 "VTR MASTER LAv BATH NFU) 2" C 2iFU) Tug 2„ (2FU) AAv 2" 6HR :kIl 211 (2FU) v (9FU) 3" 2" 3" 2" C6FU) (FBU) B,4TH 4 F � I I I I I I I I I I SCALE: 1/4" = I'-m" DONALD HWDON MG 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 ARCHITECIS®IANCARCHITECTNET WEB: WWWLANGARCHITECT.NET Y vr',1 F+^�i U� Q Q� 5512 LAUREL ELEVATION C PALM CITY, a waE COUNTY, >. GARAGE RIGHT LOT #3 PROJECT NO: 17.111.01 PROJECT MGI DHL DRAWN BY: MS SUBMITTAL DATES PERMIT SET 08.18.17 REVISION DATES SHEET: F - 2 �2 He COPS' 46Yal--- ..... . mad + rl _ tAxl In a• c# ,#ia MASTER ROOM RA f3hTl� $XdW 1 a D'-4` L1.G MASTER inxto sW » _ BEDROOM � � . y�. ��.r�Y 7-1 r lit f"Won J f'Y FsyV y POOL c1rz BATIi Iq-0, cl.G- o — Ii11Ml .I.C.%r`y — 11 V Cu, « 91 11 .1 e.__..--....—+...__......,,...r .1 E71. ,.«. j,� / / J /y �I J •f A'7+C.8±.,.. [.._*A'! F 1 `)! 1 9 '1«11 1 - ® _ 70 sY11 x4 rAD AT AtIN. FLOOD 1 Nr 121r z141 i1 u I AMILY ROOM _ _ �, •- � � � 1 _ tMcn ra ARD1i= .e CASUAL ft(TCHf N� # UINIM,EiEDKOOM 5 10-01 1 W—O` G G r N Iq-0' tYAJNG L, nhlow AtslJYl -� k1 "x8 sw xA 010 / 7 LAUNDRY — Iq'• q' GtG Lin saEu-I�v is iW FOYER G �•cr>r, r —, 2 CAR GARAGE IZ l u DINING [MOM W-W ruin s r -.�"S7S7111Ff '" ISI71S �1 r �-ilta CARRIER 4 TON C.U. - CA16NA0480OG A.H«tl, • Fe4CNP062L FIRST FLOOR AtR CONDITIONING PLAN HEAT 10 KW TOTAL CAP. - 46,500 L CAR GARAGt4'-If• n�Ilaca ELECT -« 208-230-1 HRKR CLL 45 AHLi-60 ' ,.— sl�cxFl: , C/U TIE DOWN TO F, _. LY REF.. LINE'S - 7/8 �# 3/,COMPWITH - _ .. __. ,..�__�..: 4•xix 13Cn,�(zolo 301.1 AA S.&Fft,-16.5t� - 4 tit, 'AC-2 EQUIPMEt ffSCHEDULE ALL BATH FANS - TO BE NU TONE "0 CARRIE 4 T� I''I�1�#P' Mrs MR SLAY t'ER dDUM fi. C.U. - CA16NA0480OG �;I��• ��I�� A'� ' A NAµ F94CIVP061L rlkr�vin�•1n 1�1I , #ii� r�il�nitn . n. HEAT- .20 KIN ONIaei. slc��s at1 auli most ,INt )lm to 11P Ix" WID 1t TOTAL CAP, - 46,500 CFIA1«[.A1ttD ELECT 208230-L��•" PAD AT kn/ �j�/ AS PJllt,tt11RS.Ll tltlp. ,ry CA�V,�CLIPS �:. MOD ISVFJ. S*E.E.R..- 16.50 U_ M©E!M]j�Q--RETAIL M /$"WAil cAP 1�_ ----DRYNR WJ DRY1 II. Hutx 4'0 v.T:q { E AIR �A 1 i� CONDITIONING t� MECHANICAL Inc. CAC18176b5 .. - 1643 DONNA ROAD WPe, FL. 33409 561-689--1093 831 S; RINGS HWY FT. PIERCE, FL.. 34945 772-.878— 7577 b1ol-"a No. Revision/issuo [Sato G>E17n r J_.� 1�4L_l_(j 41 In Dota p�a.� File Copy Ir �.. � 9-4'.CLG � Irv. •a ._.._......._.��____,- ME _ 1 AU= yTA Number Name Area Volume V NE 1 1atFbor 2098 20980 - - 2 2nd Floor 2306 21445,8 _._.:.. AREA CALCULATIONS: 618ROOM FIRST FLOOR A/C SPACE SECOND FLOOR A/C SPACE TOTAL A/C SPACE GARAGE COVERED ENTRY LANAI TOTAL 'Lap PER f"N Ti'COHttT0 20W SQUARE FEET 2306 SQUARE FEET 4404 SQUARE FEET 125 SQUARE FEET ��y �� r� � 5Pi SQUARE FEET GAM CLIPS 201 SQUARE FEET f-11APf�q!C OTAF 5386 SQUARE FEET FL1 Will 7q'zw".q*al'" AT AIIN: !'LOAD IZVEI, MIN, /8" WAM CAA W DRYl!It.ttox & 4`0 V.T Q sI Jd.0 . WIN AIR CONDITIONING - MECHANICAL, 111c. , 5 1643 PONNA ROAD 1 POI F1., 33409 581--.68-9-1093 "11 S; ICINGS HWY FT. PIPM . FL. 34946 712-A78-7577 Nb R�vision/Isaue Uute i!Q€l1C� F4 STAM AIR PACIFIC 5hnt O FOOTING SCHEDULE SEE PLAN FOR LABELS of ACTUAL FOOTING TYPES BEING USED _ MRK SIZE TYPE STEEL I NOTES M16 16"W X 16"D MONO 2 # 5 PIC. CON'T MONO 1 M16i 16"W X 12"D MONO 2 # 5 BIG, CON'T INTERIOR MONO PER DIAGRAM BELOW M20 20"W X 16"D MONO 3 # 5 Dia. CON'T MONO 2 (USE PLM BCH. CHAIRS) M20i 20"W X 12"D MONO 3 # 5 Dia. CON'T INTERIOR MON PER DIAGRAM BELOW M24 24"W X 16"D MONO 3 # 5 Dia. CON'T MONO 3 USE PLM BCH. CHAIRS) M24C 24"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 PLM BCH. CHAIRS) MIX 'W" X "L" / PLN X EXTENSION 8'W - 1 # 5 BAR T/B 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 INDICATED ON PLAN TYP. P24t 24"W X 241 X 16"D PAD ALLOW FOR STL. COLUMN RECESS P36 36"W X 361 X 12"D PAD AS INDICATED ON PLAN TYP. P36t 36"W X 361 X 16"D PAD ALLOW FOR STL. COLUMN RECESS P48 48"W X 481 X 12"D PAD AS INDICATED ON PLAN TYP. P48t 48"W X 481 X 16"D PAD ALLOW FOR STL COLUMN RECESS P60 60"W X 601 X 12"D PAD AS INDICATED ON PLAN TYP. P60t 60"W X 601 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"-81 CURB 1 # 5 Dia. CON'T GARAGE RECESS CURB T12 12"W X >12"D I THICK EDGE 2 # 5 Dia. CON'T BOT.1 AS INDICATED ON PLAN ADD 2 # 5 BARS BOTTOM FOR EVERY 12 OF DEPTH INCREASE AS REQUIRED H- PROVIDE # 4 X 601 HOOK BARS AT 16" O.C. TOP N07ES: TOP of ALL SUB -SURFACE FOOTINGS to be MIN. 12' BELOW FINISH GRADE, U.N.O. FOR ALL RECESSES, EXCEPT PERIMITER BLOCK RECESS OR STEEL COLUMNS, FOOTING DEPTH 'D' SHALL BE MEASURED FROM BOTTOM OF ANY RECESS U.N.O. W/ PAVERS VER. REC. at ENTRY DOOR TRANSVERSE TRANSVERSE VER.' BARS Mu BARS _-_i /2 ;REC M_I WA - „W;, INTERIOR PPOLLING ROFILE G W ALT- SHOWER RECESS, Cg" VARIES W/ BAR DAR IN CURBURB - SLOPE P. 0 ALT. 16"W W/ 2 BARS 8" 6 'I T8 T8b g., T8C I T12 2" 12" o 1 GRADE PAVERS GRADE 77 N ��/�/�/ -� o °. TYP. GARAGE O.H,DOOR PAVERS RECESS [ STEEL PER SCHEDULE 7-7777 EXTERIOR INTERIOR 'W TYPE EPROTECTION FTGS MAIN MX FOTIPR PLAN FOOTING O CC MRK SIZI C5 8" X E C7 13 8" X f C27b 0 8" X f C25 F. 711111 8" X 1 C27 8" X 1 C45c :: 12' X' P45 „W" X "L" P "W" "L" P47 X P P67 "W" X "L„ P P65r DIAMETER PI T_' E3 SEE POST S TSb O BOLLAF m SEE POST S o �o N OOO o ram] TSb NOTES: - ALL C.M.U. C - LAP ALL ST - SEE FLOOR O POST SCHEDULE SEE PLAN FOR LABELS of ACTUAL POST TYPES BEING USED MRK TYPE NOTES MRK 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. W61b 6 X 8 S.Y.P. # 2 P. T. W4b 4 X 6 S.Y P. # 2 P. 1, W26 2 - 2 X 6 S.Y.P. # 2 *TYP MIN., U' - 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 W8 8 X 8 S.Y.P. # 2 P.T. W34 3 - 2 X 4 S.Y.P. # 2 *TYP. MIN., U,N.O. 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 NCHOR PER DETAIL AS SPECIFIED ON PLAN T4 4" X 4" X 1�4"T UBE 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 o 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" W1 2 EMB. TAPCONS W/ WASHERS at 16" O.C. w ANCHOR to MASONRY WALL W1 1/2 X 4 EMB. WEDGE ANCHORS 24 O.C.(6 FIRM TOP/BOT) u ATTACH W1 1/2" THRU-BOLTS W1 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 iIF- ALL WOOD POSTS TO BE MIN. (3) 2 X 4 or (2) 2 X 6 (2 X 8), SUPPORTING HEADERS/GIRDERS 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 WE 16D COMMONS 0 6" O.C. STAGGERED EA. PLY/EA. FACE, UNLESS NOTED OTHERWISE, PER NOTE 2. - ASSUME POST HGT. TO MATCH BRG WALL HGT., UNLESS CALLED OUT OTHERWISE - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS. - PROVIDE SOLID BLOCKING FROM POST THROUGH FLOOR SYSTEM to BRG. WALL BELOW STUD TO "W28i : GIRDER GIRDER GIRDER B. CHORD i6" O.C. MAX. 28 ION NAILS 8" O.C. 12" to 24' STU03 PER PLAN BLOCKING : 2 X 4 S Y_P. _ ---------- _--- --..-. "W28r TO TOP/BOT PLATE # 2 EA. SIDE OF POST - _ (3) 10D TOE -NAILS EA. SIDE W/ (2) 10D TOE -NAILS ' EA. END TO GDR W1 (4) 4 tOD NAILS TO POST 07o FOR GDR TO WL = e -n" PER PLAN POST TO SLAB : "2 ANCHORS (U.N.O. ON 12SOFEI - PLANS) PER TRUSS ' PER A TOP SIDE ANCHOR SCHEDULE SIDE FRONT 2, SEE "D-7F" FOR ALL OTHER FRAME WALL SPECIFICATIONS 0 'a F PAVERS PAD 4 MASONRY OPNG. TYP. TYP - 1.5" PERIMETER RECESS TYP_ 18'-8" 18'-11 52'-8" 12'-6" LV-4" 1'-4" ■ COVERED LANAI REC. 4", PAVERS a r- a 0 0 ■ r ■ * 7 I — --- M20 ---- OLJ C0" 1, 21'-1 L�_j MASONRY OPNG TYP. 1.5" PERIMETER RECESS TYP.— F_= E CS ■ TYP F- I. 4 D" �� ®� r 8 T8b �� J J j OP48t I o �— — — — ■ L__�, o -1 L------ f ...... T -. 7'-0' L 6'-2" 0 I M 4 ELEV: (0'-0") TOP OF FINISH PER 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 TO BE 4' THICK W/ THICKENED EDGES, U,N.O. STEP MASONRY W/ FREE -FORM :K^,Y CONCRETE ABOVE PER ELEV. W/ 1 # 4 BAR MID. 16'-0" 'o FOI.UNI�ATION / FIRST FLOOR COLUMNS 1/4" = 1'-0" 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 OEXTRA DETAIL DETAIL REFERENCE INTERIOR BRG. TYPICAL POST/STEEL MASONRY REFERENCE DD-- '� WALL LOCATIONS O COLUMN SPEC PER CHEDULE on THIS SHEET ON SHEET "SD1" ON SHEET "S1" ON THIS SHEET 'P', T or 'C' THIS FOUNDATION HAS BEEN DE IGNED 13Y RATIONAL ANALYSIS TRANSFER REINFORCEMEN r IS NOT REOUIRED, U.N.O. REVISIONS: SHEET DATA: MODEL: 5512 COMMUNITY: RIVERBEND LOT #: 3 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 09-22-17 SHEET DESCRIPTION: FOUNDATION FIRST FLOOR COLUMNS ELEVATION: C GARAGE: RIGHT BRENNANI ENGINEERING INC. 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET: Victor Hernandez File copy O TRUSS ANCHOR SCHEDULE SEE PLAN FOR LABELS of ACTUAL ANCHOR TYPES TYPES BEING USED CONNECTON TYPE O ANCHOR TYPE OTT NAIL SCHEDULE ANCHOR to TRUSS 1-PLY I UPLI f 2-FLYorORTR (PEER N4L SCHEDULE ANCHOR b INBOw LATBUL LOA04$) F-1 F"Z O MANLP. I Mona TRIM to NA90NW •(Z-MAX) Al SIMPSON "META24^ 2 CMU 10-IOD CONC X L5" 1985 LOS 14 - 16D 1900 LBS 2565 LBS N/A, EMBED 1210 f160 Al A2 SIMPSON "HETA24" 2 COMf c 10-IOD X IA" 2035 LBS 12 - 16D 2700 LB N/A EMBED 1225 1620 A2 AS SIMPSON "HHETA24" 2 CMU 10-10D CONC X 1.5" 2035 LBS 12 - 16D l4 - 16D 2500 LDS 3350 LDS N/A, EMBED 1225 1020 -_ A3 WRAP STRAP OVER TOP CHORD OF TRUSS AS ALLOWED 1T1166 b WOW 87 ANCHOR TYPE SIMPSON "LSTA18" OTY 1 812E 20 GAUGE BLRAP b 71K98 (YIMF b YD YA. 7 - tOD 7 - III F1 N.R. N F'L N.R. N 1235 UPLIFT LBS B1 • (Z-MAX) 82 SIMPSON HTS20 1 14 GAUGE 10 -((tOD 10 - 10D/ N.R. N N.R. N 1450 LDS B2 - FORVADD T GIRDERS(2) PLY6or GREATER PROWDE POST TO EA TRUSS tBELOWWOOD // /� ibWMA7CH RCIRDE� WID H, UN.O 500 500 'AE SIMPSON H6 SHP 1 2 1 4 W 8 - 8D 8 - 8D N.R N N R_ N 950 LBS B8 B7 SIMPSON H3 CUP 1 1 19 16 W 4 - 8D 4 - 8D 125 160 455 LBS B7 (T 5 - 1 4 TAPCONS W 2 EMBED PER STRAP to MASONRY N A - - 1225 LBS T) WOOD b WOOD C1 ANCHpI SIMPSON TYPE "MSTA24" OTY i 812E 1 7 4°W 18 GA. ANEbN00D ABV" ANC.t"Mo fi - 10D OW 6 - 10D Fi N.R. F-2 N.R. 1265 1PLMT LBS C1 (WALL a P08T) C2 SIMPSON MSTA48 i 1 7 4"W 16 GA. 7 - 100 7 - 10D N.R. N R. 1400 LBS C2 • (Z-MAX) C4 SIMPSON Mr ALT- LSE (Comer) 'AC4" Middle 2 1 N A 14 - 16U HEAD RS MUST BE MITERED WITH N A 14 - 16D 8 - 16D THIS ANCHOR 10 - 1RD HE. N.. 1500 LBS C4 N.R. N.R 985 LBS STRIP to MI (T) ALT PROVIDE TARPONS to MASONRY WALL - W 1/4" X 2" EMB TARPONS PER STRAP SEE ABV. (T) MARK WD. POST to SLAB of ANCHOR SIMPSON TYPE A34 OTY 1 ANCFIOR b POST 1 4 - SD NAILS ANCHOR to BLAB 2 - 1 4 X 2 L TAPCONS tPLFT N A DI • (7-MAX) D4 SIMPSON ABUBB 1 12 - 16D NAILS II- 5 8 X 4 EMB_ WEDGE -ANCHORS 2200 LBS D4 57 SIMPSON I HITS 1 1 1 26 - IUD NAILS 1 - 5 8X 6' LOU. WEDGE -ANCHORS I 4350 ! BS D7 i AT RECESS AREAS, WEDGE -ANCHOR EMBEDMENT TO BE FROM LOWEST SLAB ELEVATION ll!DBFAY to 19iW MARK F1 ARMOR TYPE SIMPSON HU28 0 T Y 1 1 00 14 GAUGE AWN to W00D 6 - 10D NAILS ANCHOR to WOWAMM BRKII 3 - 1 4 X 2 3 4 L TITN FLNGE fi COUNTY IIPIFf 2400 LBS 1085 LBS Ft • (Z-MAX) alt. HU28-2 1 14 GAUGE 6 - 100 NAILS 7 - 1 4 X 2 3 4 L TITEN FLNGE 14 4350 PER 1085 LBS all. F2 SIMPSON HU210-2" 1 14 GAUGE 6 - IOU NAILS 14 - 114 X 2 3 4 L TITEN 4350 LBS 1085 LBS F2 ALL MASONRY SOLD Fib SIMPSON HU210-2 1 114 GAUGE 10 - ISO NAILS 18 - 1 4 X 2 3 4 L TITEN 5085 LBS 1810 LDS Fffi FOR (2 COURSES alt. TEPEE - FOR 11 12 or F26 W SAME ANCHORS ABV. PER CALL -OUT ON PLAN PER ANC, PER. NC_ all. MIN. AlOUa ABOVE ANCHOR TYR. U.N.O. - FOR 1-PLY MEMBERS, ADD 2 X 8 S.P. # 2 VERT. REP, MAX 16°H OR FULL HT. S.)LP. OF TRUSS LEG, W/ 6-10D NAILS TO TRUSS, EQUALLY SPACED - USE "CONCEALED' C FLANGE FOR CORNER APPLICATIONS, OR AS NOTED ON PLANS W F41 SIMPSON FGTR 1 7 GAUGE 18 - 1 4 X 3l SDS SCRWS 2 - 1/2" X 5 L FILED HE 5000'-BS F41 F42 SIMPSON FGTR 2 7 GAUGE 36 - 1/4 X 3 L SOS SCRIP, 4- 1 2 X 5 L TITEN HD 940Q '_BS F42 4P - FILL MASONRY SOLID BELOW TO SLAB MIN. 4 EACH SIDE AT ANCHOR BOLT LOCATIONS ! w SIMPSON "LGUM210- 1 12 GAUGE 8 -7 4' X 251 SDS SCRWS 8 -3 8 X 4 L TITEN HD 9575 LBS 3575 LBS FS r$ SIMPSON HGUM5.25I 1 I 7 GAUGE 24 -1 4 X "LSDS SCRWS 8 -5 8 X 5 L HIGN HD 7025 LBS 3100 LBS FS FBa SIMPSON "HGUM7.00" 1 7 GAUGE 24 -1 4° X 2.5"1 SDS SCRWS 8 -5 8 X 5"L THEN HRI 7025 LBS 3100--BS FBa 4t -USE "CONCEALED' FLANGE FOR CORNER APPLICATIONS OR AS NOTED ON PLANS • MARK S- MISCELLANEOUS ISPECIAL CONNECTION I SEE DETAIL # AS REFERENCED ON SHEET "SD1" S- o- DETAIL SEE DETAIL AS REFERENCED ON SHEETS SD1 AND SD2 D TRB TRUSS to TRUSS CONNECTION TO BE PROVIDED BY TRUSS COMPANY UNLESS NOTED OTHERWISE VERIFY STRAP LENGTH TO W OVER T. CHORD W/ - INSTALL ALL HARDWARE IN ACCORDANCE WiH MANUFACTURERS' SPECIFICATIONS - "PARSON S° - SPACE MIN. 2" T.O. BEAM WEDGE ANCHORS• - SPACE MIN. 4" W MIN. 3" FROM EDGES MIN. (2) NAILS TO TRUSS / YPWMBER W/ ASTM A446 GRADE A STEE1 - CAPACITIES SHOWN ARE FOR INSTALLATION IN SOUTHERN YELLOW PINE (SET SIDE PLATE W NAILS AS INDICATED U.N.O. - BD = 0.131"� X 2 1/2"L i6D = 0.162 D X 3 1/2"L 10D = 0.14&' 0 X 3"L - Tn • Z-MA% :ALL METAL FASTENERS AND ANCHORS USED IN WET SERVICE CONDI➢ON OR AGAINST PRESERVATIVE TREATED WOOD REQUIRE A MINIMUM OF ASTM A153. CLASS D "HOT -DIPPED" GALVANIZED OR EQUIVALENT. ALL CONNECTORS IN CONTACT W/ PRESERVATIVE TREATED WOOD REQUIRE A MINIMUM OF AS1M A653 TYPE G185 ZINC COpTEO GALVANIZED STEEL OR EQUIVALENT THE DESIGNATION "Z-MA%" MUST BE ADDED TO THE STIY,Y. FILE ANCHOR "UPLIFT CAPACITY" IS BASED ON THE WORST CASE LOAD COMBINATION BETWEEN UPLIFT and LATERAL LOAD, EITHER PERPENDICULAR or PARALLEL TO THE RIDGE LINE WHEN CONSIDERING THE UNITY EQUATION", WHERE APPLIES. - THE MAXIMUM LATERAL LOAD PARALLEL or PERPENDICULAR TO THE WALL IS 180 PLF UNLESS SPECIFICALLY NOTED ON THE P'_ANS ® AN ® I B. of YEROBE° O STEELPER I• PERR PLAN s� CONCRETE BEAM SCHEDULE (SEE PLAN FOR TABLES of ACTUAL BEAM TYPES Banc Bar) MYK SIZE (11I TOP STEEL LD.SiOL WEBELS8Bt N 0 REMARKS 192 87 X 1179"H PLN 2 # 5 1 SEE PLAN FOR EXACT HEIGHT B-1 B-3 B•4 ° +' at BEAM CALL -OUT INDICATES POURED ARCH BELOW PER DETAIL WM' (SHEET 'SD2E) O POST SCHEDULE Inon SEE PLAN FOR LABELS of ACTUAL PAST TYPES BUNG USED MIRK TYPE NOTES MIRK I TYPE NOTES W14 1-2X4S.Y.P.#2 W6 6 X 6 S.Y.P.#2P.F W4 4 X 4 S.Y.P. # 2 P.T. W6b 6 X 8 S.Y.P. # 2 P.T. W46 4 X 6 S.Y.P. # 2 P.T. W26 2 - 2 X 6 S.Y.P. # 2 *TYP. MIN., U.N.O. Woo 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 W8 8 X 8 S.Y.P. # 2 P.T. W34 3 - 2 X 4 S.Y.P. # 2 *TYP. MIN., U.N.O. W44 4 - 2 X 4 SY.P- # 2 W28 2 - 2 X 8 S.Y.P. # 2 *TYP MIN., U.N.O_ W64 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 T36 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 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 a STEEL COLUMN PAD OUT - REFER TO DETAIL "9" ON SHEET SD2 P ANCHOR W/ .145" X 1151 P A.F. (PINS) TO "T_" COLUMN AT 12" O-C_ t ANCHOR TO MASONRY W/ 1/4" W/ 2 EMB. FALCONS W/ WASHERS at 16" O.C. w ANCHOR to MASONRY WALL W/ 1/2,X 4 EMR. WEDGE ANCHORS 24',O.C. (6 FRM TOP/BOT) ta 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/GIRDERS PER 1-7" 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 Z - ASSUME POST HGT TO MATCH BRG WALL HGT, UNLESS CALLED OUT OTHERWISE - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS. TIF41F- PROVIDE SOLID BLOCKING FROM POST THROUGH FLOOR SYSTEM to BRG. WALL BELOW SAID TO "11W : GIRDER GIRDER GIRDER B. CHORD 6° O.C. MA 2 700 NAILS 8" O.C. BLOOON;: 2 X 4 SYP)W TO TOP/BOT PLATE :y 2 EA. SIDE OF POST (3) 10D TOE -NAILS EA. SIDEW/ (2)IUD TOE -NAILS 41toSTWS EA END TO CDR W/ (4) Fab GDR TO WL1'10D NAILS TO POS -°-11' PER PLAN POST 10 9I8: "2-D1'�� ANCHORS (U N.O. ON SOFT1YL to 21" ) -�PLANS) PER TRUSS oaUAP PER PLAN ANCHOR SCHEDULE TOP SIDE SIDE FRONT 4 SEE E WAL FOR ALL OTHER FRAME WALL SPECIFICATIONS O HEADER SCHEDULE -- SEE PLAN FOR LABELS of ACTUAL HEADER TYPES BEING USED MW TYPE N O T E S 'H ' - HEADER '-N` - NAILER -OPEN 1310 (3) 2 X 10 S Y P. # 2 TYP HEADER TO BE USED OVER ALL NGSU N.0_ (SEE D-7F) ALT. LPE 4 2 X 8 SYP PAN 2 IN 8"W WALLS Fi212 _12 2 X 12 S Y Pam# 2 ALT. HEADER TO H310 _ H3t2 3 2 X 12 SYP 2 ALT HEADEHAD- TO HE 1 d/4" X 11 1/4' (�MICRQ-LAM SIMPSON 1/4" X 3 1/2" SDS SCREWS AT 8" 0_C- STAGGERED BEAM- -1" 2) 4 S.Y.P. # 2 NAILER ROOF and/or CLG. CON'T NAILER orBLKG. W 16D NAILS at 6 O.C. or 3 - 16D NAILS PER EA. WEB/STUD THAT IT CROSSES or 3 - 10D NAILS EACH END IF BLOCKING, All ALTERNATE 1/4" Diu. TARPONS W/ 1 1 2" EMBED to MASONRY 16" O.C. or (2) PER BLOCK _UN_. HN6 2 X 6 S.Y.P. 2 NAILER W 1 4" X 3°L TARPONS 12" O.C. -Do, HN26 2 X 6 S.Y.P. # 2 NAILER _ANCHOR at TOP and BOTTOM CHORD of TRUSS W 1%4 TAPCONS W 2" EMBED at 8" O.C. to MASONRY W/ 4 - IOD TOE -NAILS FROM TOP and BOTTOM CHORD (2/SIDE) AS REQUIRED NOTE: - ALL OTHER WOOD BEAMS TO BE MN 2 - 2 X 12 S.YP.12 HALED TOGETHER Will 2 ROWS OF AD COM,40NS at 6' 0.0, UNLESS CALLED OUT OT HEI'll - ALL WIDOW WADERS TO BE 2 - 2 X b S.YP.12 W/ 1/27 FLITCH PLATE, MAL PER ABOVE - ALL 2 X 12 BUIET-UP HFADHiS ARE ASSUMED TO BE CONT TO BPG. POINTS at EA SIDE PLACE 4 STRAPS AT INSI OF GIRDER TYP. EA. SIDE 8" CONIC. CAP AT TOP OF COLUMN, OF LANAI. TYP. EACH SIDE T. at 10'-O" 36"D DROP GDR TOP at 11'-8" o N 49"H ---- - - - - - - - - - --.- -- L-0 -,0 o 2- D-7F 2-A2 o c o — f - I U 4400 10' CLG U 4400 D-7T- 49"H + RECESS I III DIP *1 J N M it 24" O.C. FOR / 11' 5" TRUSS ON WALL 20 D FLOOR -TRUSS / A Al BB-1 24" O.C. J L L-1 #0'-0 FRAME DWN CLG'S Al 24"H 0 AS REQUIRED, PER mm ARCH PLANS = 10' CLG p TYPICAL r' 20"D FLOOR -TRUSS 20"D FLOOR -TRUSS 10' CLG 24" O.C. 24" O.C. �0 0 0 N TYPICAL r- r 20"D GDR DRAFTSTOP Nw 10 CLG d-I + + I- Jr + + + I+ +�11 (��(� tl ! TYPICAL + + + I �✓ ■ +i + CLERESTORY+- S1-13 r + L +��-F ITT_-1 F + r I L I IT I + I f I � LL rt + + + +I + OFFSET I — —'— AS REO'D WE, 6"W, T. at 10' 20"D GDR 6"W, T. at 10' D GDR, T. at 11'8" 11'-D" S1-21 CONTE. THRU TO ROOF-�N - _, D-7F 32- - ,v. -7 �� - �, E LO - ■ 1_ DRAFTSTOP _°- / Ai " D GDP DRAFTSTOP �� FRAME DWN CLG'S ■ ■ �' " AS REQUIRED, PER 3-B2 0 0 O ARCH PLANS c II = 3650 11111111:7:1((1 10' CLG TYPICAL 20"D FLOOR -TRUSS K 24" O.C. 0 I� FRAME DWN CLG'S 0 AS REQUIRED, PER — ARCH PLANS r L \ T. at 11'8" I D-7F 20"D GDR - - a N w' 4 O 20"D M -GDR c�a D_17 `X1�0 IACCESSI 5 X` III J M T. at 11'8" L-BRACE / 1Q' CLG ®_3� I +RECESS •. :1 m s ry�■WW ®1y a3 fpM D-7T N® L-0 w 49 H N HE32"H 8") I L-0 nD-31L I 0 T Co D. RAKE 0 n 20"D M - GUK 1 � _ �i D F ACCESS at 11'8" L-BRACE L _ J N� o T, W II D-39 10' CLG + RECES 10'-O"(F) 12'-1" `NIT F2 H - 7 n �--� 32"H 12=1" 11'-5" x c EF`I 2ND FLOOR FRAMING NAILER : 2 X 4 S.Y.P. N 2 OVER MAX. 1" B.U. C.D.X. PLYWOOD FLITCH AS REO. W/ 16D NAILS 4" O.C. TO TRUSS TOP/BOTTOM CHORD it a (OR 10D NAILS EA. PLY IF B.U. 2X) a GIRDER PER PLAN N SHEATHING : 1/2" C.D.X. PLYWOOD GIRDER PAD OUT SEE "D-7F" FOR ALL OTHER INFO TO R.T.S. SEE FASTENER SCHEDULE FOR ALL SHEATHING NAIL REO. BB_1 TYP. BOND -BEAM AROUND T. of MASONRY WALLS UN.O.. WI HGTS. AS LABELED PER PLAN _ USEDANCHORS FOR ALL ROOF TRUSSES THAT Al CROSS OVER ANY MASONRY WALLS, U.N.O. MAX DESIGN UPLIFT FOR TRUSSES OVER CN.U. (1300 IL BS, UN.O TYPICAL BOND -BEAM AROUND TOP of 18T or 2ND FLOOR MASONRY AS INDICATED AROUND PLAN UN.O. BUILDER TO FIELD VERIFY ALL LOCATIONS OF ATTIC ACCESS PER CLG AREA REQUIREMENTS ROOFS to be FULLY SHEATHED BELOW ANY OVERFRAME or VALLEY -SET AREAS (SEE', "FASTENER SCHEDULE", SHEET SDi) ALL EXTERIOR WOOD GABLES EXPOSED TO WIND SHALL HAVE STUDS at 16' O.C., TO BE DESIGNED BY TRUSS CO. SEE DETAIL D-31F ON SHEET SD2 FOR ARCHES IN FRAMED WALLS SEE DETAIL D-SB ON SHEET SDt FOR STRONG BACK DETAIL DRAFT N G DRAFT STOPPING T � � � IM PROFRAMING MEMBERS AND AT ALL PERIMETER FLOOR GIRDERS ADJ. TO ROOF TRUSSES. - REFER TO ARCHITECTURAL PLANS FOR REQUIREMENTS - 1ST LEVEL BEADS, FLOOR and ROOF TRUSS LOAD DESIGN - 45 P.S.F. I HEEL TYPE - STD. OVERHANG - 18", U.N.O. - TYPICAL PROFILE - "C" ELEV. TYP ROOF PITCH, U.N.O. - 5 / 12 TAIL CUT - PLUMB RETURNS - LEVEL U.N.O. ON PLAN HOT. ' SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF ALL CLG CHANGES NGT INDICATES TIE -BEAM STEP LOCATION TYP. PER "D-26" on SHEET "SD2" - 1ST or 2ND FUR. MASONRY BLOCK WALL (HGT. PER PLN) PER "D-7" on SHEET "SD2" 7 - 1ST or 2ND FUR. FRAME BRG. WALL (HOT, PER PUN) PER "D-7" on SHEET "SD2" - BALLOON FRAME WALL (FIRST. PER PLN) PER "D-76" on SHEET "SD2" O- TYPICAL BEAM/LINTEL IS S SPEC TYPICAL ANCHOR SPEC PER PER `CH V, ON THIS SHEET O "TRUSS ANCHOR SCHEDULE°on THIS SHEET BB, B, H, or L' _ TYPICAL POST/STEEL/MASONRY COLUMN A - TYP. MASONRY C,DIE, O SPEC PER SCHEDULE ON THIS SHEET B - TYP WOOD - MISC. 0`1�ER �UPU 'P°, °T or 'C° PER SCHEDULE uP rT DES) QUANTITY —,` TYPICAL 'DETAIL", 'SPECIAL CONNECTION", DETAILS/ _ EXTRA DET TOP. ATIalat_ 2-B1 (N IL REFERENCE D- S#- CONNECTIONS AS REFERENCED ON SHEETS 'SDI* AND *SD2"X on THIS S or eoT. agwDR 2_� FT CAPACITY IN POUNDS ANCHOR TYPE MEJ ANICNOTE FOR CHI TYPE ANCHOR TYPE REVISIONS: SHEET DATA: MODEL: 5512 COMMUNITY: RIVERBEND LOT #: 3 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 09-22-17 SHEET DESCRIPTION: 1ST LEVEE FLOOR, BEAMS & ROOF ELEVATION: c GARAGE: RIGHT 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 \Hgnandez \�O8• � AXITT =U)) ;U) IF E.B. # 7686 P.E. 72387 BB— O BOND BEAM SCHEDULE --- 'SEE nex FOR .m c oI ,M1UA Rw ttrFs aAc usED) ARC TOP 2 BEAM) STEM. BOTTOM �IECABA 8T®. NOTES BB-1 (1) - 8" X 8" BEAM BLK 1 # 5 BAR N / A - TYP. TIE -BEAM CON'T *AR 12'W PER PLAN • ALONG T. of PERIMETER MASONRY WALLS, SUPPORTING ROOF TRUSSES, U.N.O. B84 2 - 8" X 8" BEAM BLK 1 # 5 CRSE N / A ALT. TIE -BEAM AS NOTED ON PLAN L-0 BEAM ABOVE PER PLAN PER ABOVE 8" X 8" PRECAST "U" - AS NOTED ON PLAN L-1 BEAM ABOVE PER PLAN PER ABOVE 8 X 8 PRECAST U 1 5 BAR AS NOTED ON PLAN L-2 BEAM ABOVE PER PLAN PER ABOVE 8 X 8 PRECAST U 1 1 1 BAR I AS NOTED ON PLAN C- A A 8 X 8 PRECAST U 1 5 BAR AS NOTED ON PLAN L-_4 N 7 A N A 8" X 8" PRECAST "U"1 2 1 5 BARS I 1 TOP 1 BOTTOM " + 'I at BEAM CALL -OUT INDICATES POURED ARCH BELOW PER DETAIL 31'12 (SFEET'SD2 ) L V 0- INCHES,- ALL LREAM HIEIUHIS ARE IlFINISHEDLOELEVATION - REFER TO ARCH PLANS FOR EXACT LOCATIONS. OF ALL OPENINGS IN WOOD FRAME WALLS - 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. 30"L x 301 CORNER BARS PER DETAIL 11 on SHEET SD2 - LINTEL BLK TOP COURSE STEEL ABOVE, IS THAT PART OF CON'T STEEL AS SPECIFIED PER TYP. WALL SECTION (SHEET 'SD2`) (I.E., NO ADO'T STEEL IS REQUIRED) - FOR 16"H BEAMS, USE PRECAST U in LIEU of LINTEL BLK. 0 BOT. COURSE - LAP ALL STEEL MIN 48 Bar Dia. of LARGEST STEEL of LAP TYP., THROUGHOUT - PRECAST BEAM STEEL TO EXTEND MIN, 4' PAST EA. SIDE OF OPENING - SEE ROOF PLAN FOR ALL WOOD BEAM SPECIFICATIONS BEE m FT�I om 'o •BB• STEEL TORUN — ~ m SDs� ` FROMd li I SIB 4 - l.) o Lall ® ® B. of EFAM t A ° O STEELPER 0 CONCRETE BEAM ASCHEDULE IRK SIZE (WxH) TOPSII$ MID.81EL BOTSTEEL#aD R E M A R K 8 TB-2 8"W X 11"-19"H PLN 2 A E, SEE PLAN FOR EXACT HEIGHT B-1 B=3 " +' at BEAM CALL -OUT INDICATES POURED ARCH BELOW PER DETAIL 31'M' (SHEET 'SD2') O POST SCHEDULE o a SR PLAN FOR LABELS of ACTUAL POST 1Yi[5 RING USED ARC TYPE NOTES MAK TYPE NOTES WI4 I-2X4S.Y.P.#2 W6 6 X 6 S.Y.P.#2P.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. # 2 *TYP. MIN., U.'a.; Wl 4 X 8 S.Y.P. # 2 P.T. W36 3- 2 X 6 S.Y.P. # 2 WZ4 2- 2 X 4 S.Y.P. If 2 W46 4- 2 X 6 S.Y.P. 2 W34 3 - 2 X 4 S.Y.P. # 2 *TYP. MIN-, U.N.O. W9 8 X 8 S.V.P. 02 .T. W44 4- 2 X 4 S.Y.P. # 2 W28 2- 2 X 8 S.Y.P. # 2 *7YR MIN„ U.N.O. W54 5- 2 X 4 S.YP. # 2 W38 3- 2 X 8 S.Y.P. # 2 W48 4- 2 X 8 S.Y.P. 12 1 3.5 X 3,5 X 1 4 T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN T4 4" X $' X 7 4°T TUBE 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 T 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-BOLT W/ 1 1/4 WASHERS at 16' O.C. and MAX 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/GIRDERS PER "D-7F" on SHEET "SD? U.N.O. (MATCH WA L, 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 0 6" O.C. STAGGERED EA. PLY/EA. FACE, UNLESS NOTED OTHERWISE, PER NOTE 2. - ASSUME POST HIS. TO MATCH ERG WALL HGT., UNLESS CALLED OUT OTHERWISE - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS. 11Ei1E- PROVIDE SOLID BLOCKING FROM POST THROUGH FLOOR SYSTEM to BRG. WALL BELOW 6• DC. SBA TO'W2BN' : S111D5 NOD NAILS 8" 0 C TO 10P/BDT PIAIE :0=0: STMUDS(3) GIRDER ORDER GIRDER B. CHORD 2 X 4 SY.P. Z EA. ODE OF POSTW/ 10D TOE -NAILS EA SIDE/ (2) i W i0E-NAILS VltDY2BF EA ENOTO (TN2 W/GDR TO WL IOD NAILSTO OSTPER PLAN POST 10 L48 : '2-D1 1, ,ANCHORS (U.N.O. ON \, PLANS) PER TRUSS .. PFR PLAN ANCHOR SCHEDULE TOP SIDE SIDE FRONT <2 SEE "D-7F" FOR ALL OTHER FRAME WALL SPECIFICATIONS O HEADER SCHEDULE SEE PLAN FOR LABELS "f ACTUAL HEADER TYPES DOW USED MIRK TYPE I NOTE8 'H' - HEADER '-N - NAILER H310 (3) 2 X 10 S.Y.P. 1112 TYP. HEADER TO BE USED OVER ALL OPENINGS, U.N.O. (SEE D-7F) ALT_"H48" (4) 2-x 8 S.Y.P. 12 IN WALLS °N310 H212 _ 2 2 H 12 S.Y.P-_ 2 ALT. HEADE—R iO F13� 3 2 X 12 S.Y.P. # 2 ALT. HEADER TO H310 _ T—T—" HE (2) 1 3/4" XX 11 1/4" SIMPSON 1%4 X 3 1/2" SDS SCREWS AT 8° O.C. STAGGERED MICRO -LAM BEAM FN4 - 2 X 4 S.Y.P.# 2 NAILER ROOF and/or COD. COAT NAILER or BLKG. W ISO NAILS at 6 O.C. a 3 - 16D NAILS PER EA WEB/STUD THAT IT CROSSES or 3 - 10D NAILS EACH END IF BLOCKING, W/ ALTERNATE 1/4" Dia. TAPCONS W/ _ 1 1 2" EMBED to MASONRY 16" 0 C or ULPER- BLOCK U.N.C. -. F!!e 2 X 6 S-Y.P. 9 2 NAILER I AN HOR W 1/4"7L TAPCONS 12 O.C... NAILER at TOP and BOTTOM CHORD of TRUSS W 1 4 Dta. TAPCONS W 2" EMBED at 8" O.C. to MASONRY W 4 - 10D TOE -NAILS FROM TOP and BOTTOM CHORD (2, SIDE) A REQUIRED NOTE : - ALL OTHER WOOD BEAMS TO BE MN 2 - 2 X 12 SYP. # 2, VALID TOGETHER W1 2 ROWS OF IUD COAfAONS at 6. O.C, UNLESS CALLED OUT 07HMWIBE - ALL WINDOW WADERS TO BE 2 - 2 X 10 SYP. 4 2 WI VY FLITCH PLATE, NAL PER ABOVE - ALL 2 X 12 BL LT41P HEADERS AFE ASSUME) TO BE CONT TO BRfi POINTS at EA SIDE ----- -- - - ----------- ji ELEVATION 11C11 TYPICAL BOND -BEAM AROUND TOP of 1ST or 2ND BOOR MASONRY AS INDICATED AROUND PLAN UKO. BUILDER TO FIELD VERIFY ALL LOCATIONS OF ATTIC ACCESS PER CLG AREA REOUIREMENTS ROOFS to be FULLY SHEATHED BELOW ANY OVERFRAME or VALLEY -SET AREAS (SEE 'FASTENER SCHEDULE", SHEET SDI) ALL EXTERIOR WOOD GABLES EXPOSED TO WIND SHALL HAVE STUDS at 16" O.C., To BE DESIGNED BY TRUSS CO. SEE DETAIL D-31F ON SHEEI SD2 FOR ARCHES IN FRAMED WALLS SEE DETAIL D-SB ON SHf'ET SDI FOR STRONG BACK DETAIL 12 4 r 7 RAISED RAISED HEEL SHEATHING to NAILERS 8D NAILS at 4" O.C. -- NAILERS : 2 X 4 S.Y.P. N 2 BETWEEN TRUSSES at TOP/BOTTOM W/ (3) 10d NAILS EA. END a1._O. RAISED HEEL HEIGHT SEE PLAN FOR LOCATIONS N. T. S. 2ND LEVEL COLUMNS, BEAMS and ROOF 1/4' _ 1,-Q„ TRUSS LOAD DESIGN — 45 P.S.F.I HEEL TYPE — STD. I OVERHANG — 18', U.N.O. TYP ROOF PITCH, U.N.O. — 5 / 12 TAIL CUT — PLUMB RETURNS — LEVEL HOT. ..-- .......... �., .......- .........,....,....., ��....... .. ........�.....,nowo INDICATES TIE -BEAM STEP LOCATION TYP. PER 'D-26" on SHEET "SD2" - 1ST or 2ND FUR. MASONRY BLOCK WALL (HGT. PER PLN) PER "D-7" on SHEET "SD2" - 1ST or 2ND FLR. FRAME BRG. WALL (HGT PER PEN) PER "D-7F" on SHEET "SD2" - BALLOON FRAME WALL (HGT. PER PLN) PER "D-7B" on SHEET "SD2" O- TYPICAL BEAM/LMTEL/E SPEC TYPICAL ANCHOR SPEC PER PER SCHEDULE ON T IdS SHEET O-. .BB. •B. W Or 1: TRUSS ANCHOR SCHEDULE'on THIS SHEET TYPICAL POST/SDTEEL/MASONRY COLUMN /A - TYP. MASONRY C,D,E, O SPEC PER SCHEULE ON THIS SHEET B _ Typ WOOD - MISC. OTHER 'P', T Of 'C PER SCHEF CONNECTIONS REFERENCED CONNECTION", U 'ILAND 'SI12" i1 on nnTTHE STHAEIREFERENCE TYPICAL PROFILE — "C" ELEV. L - TYP. ANCHOR FOR TOP OT. CONNECTION SPEC PER TRUSS AN OR SCHEDULE" on THIS SHEET F-UPDFT CAPACITY M POUNDS UPLIFT IBS ANCHOR TYPE laP. ANCHOR 2-B1 _ _ANCHON07E FOR R TYPE _ BOi. ANOIOR 2_� ANNOR TYKE (AS REOLWiED) REVISIONS: SHEET DATA: MODEL: 5512 COMMUNITY: RIVERBEND LOT #: 3 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 09-22-17 SHEET DESCRIPTION: 2ND LEVEL COLUMNS, BEAMS & ROOF ELEVATION: C GARAGE: RIGHT BRENNAN ENGINEERING INC. 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET: ,a - Victor I-,"amVez \,\\N v1CTOR a: •YT , S * 3B) , in r °A, ' E.B. # 7686 P.E. 72387 C� N OT ES E D j� E S ITS , IC► w 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 NOS 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 : WIND : DESIGN IN ACCORDANCE W/ F.B.C. 2014, ROOF : T. CHORD L L. - 20 psf FLOOR : LIVE LOAD - 40 psf RESIDENTIAL, W/ LATEST SUPPLEMENTS, iIL• B. CHORD L L - 10 Psf DEAD LOAD - 25 psf and ASCE 7-10 (NON CONCURRENT) (INCLUDES "GYPCRETE" FLOORING) - BUILDING DESIGN : ENCLOSED T. CHORD D. L. 15 psf - BASIC KIND SPEED : 170 MPH B. CHORD D. L. - 10 psf - BASIC WIND PRESSURE : 36.98 P.S.F. TOTAL LOAD : - 45 psf - 65 psf - RISK CATEGORY : II *TRUSS SHOULD BE DESIGNED FOR A LIVE LOAD OF 20 psf. ON THE - ASO FACTOR FOR WIND : 0.6 BOTTOM CHORD IN ALL AREAS WHERE A RECTANGLE 42"H X 24"L WILL FIT - INTERNAL PRESSURE COEF.: .18 - WIND EXPOSURE : C" MISC. DEAD LOAD : SEE ARCHITECTURAL DRAWINGS, BY OTHERS, - MEAN ROOF HGT. 2-STORY <30'-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 REVIEWED 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 REVIEWED BY THE CONTRACTOR, PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. TRACT DOCUMENTS ARE PROHIBITED 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 SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 % OF THE MODIFIED PROCTOR MAXIMUM DRY 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 SERVICES 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 LIEU 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. a--� GABLE -END 3 lr t ' it r'A Chi q /� �� i I _ 100 J J1 J I r Imo, 0 i 11 2 2 pawl 'IV v I " 5 3 W r W ��% ��, + 1/4 TYP. TYP + t/4" `' it 17 J 0 � I ... I 0 a 0 t� I i GDR i C (`i ` vim a 4` O: � E N 4 A 1� 1 ` \� r� ( GDR :( io - GDR ffRLATFLAI /"VIER. 7 r� `" o I> COLUMN B I' `-' r; �'> �, ,� - � I -' 1 SIDE -A SIDE-B T O Pt�at V CAP : A - 20"H x WIDTH AS SHOWN 90 Deg. CONFIGURATION 2 2 j W/ (6) - 3/4 Dia. THRUBOLTS (FIELD VERIFY) �^ 0 \. J T"�-------Y, — -- PS ry r T f 0—tom (..l `J r �V _ � N o . °: ALT. 6-BOLTS i\� rLf (_0 2 l 3 o W/ 2 GIRDERS l r o o. _ (VER/PLAN) ,n �i5 --: n O . ° FI I P ROOF "OVEER. ALT. OFFSET �-to AVOID -- SIDE -A ADJ. GIRDER SIDE-B ROOF ZONE UPLIFT DIAGRAM CAP 10"W X 16"H X "W" W/ RECISIONS: : (FOR COMPONENTS ABOVE ROOF SHEATHING) '� 3/4" THRU-BOLTS (3 or 6 IF SPLIT GDR) AT SLOPED ROOFS CON'T COL. ABV. GDR / ZONE - 40 PSF ZONE 2 - 70 PSF ZONE 3 - 103 PSF PER SHEET "S2' / + t/4 1 O N �d < 5" rj. ■ � 5'—�W S-Q: = GDR -A R B o __ 9DR-8' ';n COLUMNi 1Y m: O'. CON'T / O. ... N ■ .- 4. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: VEER A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH A + T VEER. 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 CONCR ETE NOT EXPOSED TO EA RTH 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 L ENGINEER'S LAPS ARE SUBJECT TO EN 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. TYP. (VERIFY WIDTH PER PLAN) 3. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW - CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE KITH ASTM C-90, GRADE N, Fm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS 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 VIBRATION 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 ASSOCIATION (FC&PA). THE SENIOR MASONRY SUPERVISOR 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 : 1. 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. FASTENER SCHEDULE APPLICATION SIZE TYPE SPACING REMARKS GARAGE DOOR BUCK TO CONIC. BLOCK COL. SEE ARCHITECTURAL PLANS MITE, STRAP TO CONIC. SEE ROOF LAYOUT FOR SPECIFIC ANCHOR SPEC BLOCK or TIE -BEAM PER TRUSS ANCHOR SCHEDULE NON-BRG. WALL SILL 0 x EXPANSION PLATE to CONC. 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 i 4" # 101 - 1 SIDE LAPS PENETRA ION 9" APART CEMENT ROOF TILES N / A SEE ARCHITECTURALS ROOF/WALL/FLOOR SHEATHING F L O O R .148" 0 x 31 10D GALV. COMMON EDGES - 4" FIELD - 6" _ 3/4" (APA 23/32") T & G 48/24 EXPOSURE - 1 NAIL R 0 0 F .11Y 0 x 2 3/8" 8D RINK EDGES - 6" FIELD - 6" ZONE 1& 2 PER "ROOF 5/8" (APA 19/32") 40/20 EXPOSURE - 1 SHANK FASCIA - 4" ZONE" DIAGRAM o z 2 3/8"L 8D RINK EDGES - 4" FIELD - 4" ZONE " 3 MIN 4' or a PER .n3" SHANK FASCIA - 4" ROOF ZONE" (WHICHEVER IS GREATER) EATER W A L L .131' 0 x 2 1/2"L 8D GALV. COMMON FIIELD - fi' WHERE DBL SHEATHING IS REWIRED, USE 10D NAILS 5 8" (APA 19/32") 40 20 EXPOSURE - 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 2" LONG TAPCONS 6" FROM ENDS SEE UD2 ALT 2 x JAMB//1 VERIFY W/ PRODUCT APPROVALS 11/2" EMB. ANCHORS THROUGHOUT SLIDING GLASS DOORS .099" 0 C 0 1 L 4" O.C. ( 1 x 4, 1 x 6 P.T. ) x 1 1/2" LONG 1/4" 0 x NAILS THROUGHOUT 12" O.C. SEE D-20 SD2 ALT 2 x JAMB "C. M. S.' VERIFY W/ PRODUCT APPROVALS 1 1/2" EMB. ANCHORS THROUGHOUT EXT. SWING DOORS 1/4" 0 x "C. M. S." 12" O.C. D-20 ( 2 x JAMB WIDTH P.T. 1 1/2" EMB. ANCHORS THROUGHOUT SEE SD2 PER PRODUCT APPROVA NOTES : 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 - I T W BUILDEX "TAPCON" CONCRETE MASONRY SCREW ANCHOR -"WEDGE ANCHOR" - HILTI "KWIK-BOLT 3" EXPANSION ANCHOR -"P.A.F." PINS - HILTI "POWDER ACTUATED FASTENER" •T" COLUMN o_ :> SHEET DATA: SIDE -A TOP / 5° - 4" 4" CAP : 2)) 11"H X 5"W X "W" W/ / MODEL: 5512 ((- THRUBOLTS FIELD VERIFY © (4> 3/4" of°• ( ) FRONT SIDE TOP COMMUNITY: RIVERBEND TYPICAL CAP L4 HANGER to MASONRY : (4) - WEDGE ANCHORS LOT #: 3 GIRDER to HANGER : (2) - THRU-BOLTS O SM RC 2 P. w/ ALT .REcess "T" COLUMN PER PLAN DRAWN BY: / RECESS_ CHECKED BY: RC VH ':...A. ALT. RECESS GROUT GDR - - Y DATE: 09 22 17 TYPICAL � .< u _ __ _ BASE PL . _.. _ _ � a _.. t.... a _ M ,T1,p _.Q. W � r N111. .Q. 4 ANCHORS - 12" STL. PLATE + 3" � , � ;;;:- SHEET DESCRIPTION: T35 T4 096 2 / Q'. Q: ■ ::' T O P (WZCORNRDCOL -- `" STRUCTURAL NOTES, 3" 1.5" 1.5 5" TYPICAL BASE T TYP. COLUMN : TUBE STEEL, SIZE PER PLAN, TYP., FILLED SOLID FRONT SIDE MISC. SCHEDULES & TYP. SEAT PLATE : 1/2"T STEEL FOR ALL GIRDER BEARINGS TYP. n » TYP, W 7 8" HOLES ��{ HANGER to MASONRY : 4 -WEDGE ANCHORS — TYP. BASE PLATE : SIZE ABV. X 3 4"T STEEL T DETAILS / // "S #—" - T to 2 THR U BOL S O GIRDER HANGER FOR 3/4" WEDGE ANCHORS TYP. BALCONY SLAB : 2" RECESS W/ 4" EMBED, U.N.O. WEDGE ANCHORS : 3/4" Dia. If 4" EMB. HILTI "KWIK-BOLT II" ALL OTHER SLAB : 4" RECESS W/ 6" EMBED, U.N.O. THRU-BOLTS : 3/4" DID. W/ NUTS and WASHERS ELEVATION: c M_ STEEL COLUMN DETAIL _ GIRDER to MASONRY GARAGE: RIGHT S1 -ALL STEEL TO BE COMT 1/4" FILLET WELD TYP. - N. T. S. - ALL STEEL TO BE CON'T 1/4" FILLET WELD TYP. - N. T. S. - ALL STEEL TO BE 1/4 , ASTM A36 U.N.O. - - ALL STEEL 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 - 41E- ASSUMES 5 1/2"H BOTTOM CHORD (ADJUST ACCORDINGLY) - - FIELD VERIFY ALL CONDITIONS PRIOR TO FABRICATION - - TRUSS CO. TO 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 STEEL - R SPECIAL. CONNECTIONS TO BE GALVANIZED - ALL STEEL FO 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 KITH 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. C 3. ALLANCHOR BOLTS SHALL BE GALVANIZED STEEL I S E L L S B R E N N A WOOD : I. WOOD FRAMING STRUCTURAL MEMBERS: # 2 SOUTHERN YELLOW PINE (S.Y.P. # 2) (UNLESS NOTED OTHERWISE) ENGINEERING INC. 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.).DIXIE 2. ROOF SHEATHING: 19/32" CDX GRADE PLYWOOD, UNLESS NOTED OTHERWISE. IOC S. TON, FLORIDA S 33432 4 3. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED. PER TRUSS 4. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE ANCHOR SCHEDULE BOCA RATON, 2-374 PROVIDED AT BEARING LOCATIONS `WITHOUT WOODEN TOP PLATES. (561) 39P.E. # 3'-D" 3'-0" 67 0 TOP/BOTTOM PLATE : 2 x 6 srn # 2 E.B. # 7686 P.E. � 72387 TRUSS NOTES W/ (3) 10D NAILS TO BLOCKING or TRUSS 1. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, SPLICE AT MID- PAN MEMBERS (61) TRUS _ TRU ABOVE & BELOW TYPICAL. (ALT. 10D NAILS FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ --------------------- ----------------- ----- O ADD 2 X 4 S.Y.P. 2 NAILER S -- ---� --- ----- -------------- ---- -- ALONG TRUSS 6" 0 HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT STRUCTURAL BEARING AS CALLED OUT # qBp S qep TRUSS GIRDER .C.) ON THESE PLANS SHALL BE NOTIFIED TO THE ARCHITECT/DESIGNER PRIOR TO THE FABRICATION OF TRUSSES. _ at EA. TRUSS W/ (2} i6D _ _ [� SHEET: EET, 2, DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-02, "DESIGN NATIONAL STANDARDS FOR �i j1- NAILS to /A W/ T TRUSS "%" ' i O WALL : 2 X 6 SYP 12 STUDS 16" O.C. METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION", AND "TPI/WTCA SCSI 1" COMMENTARY and RECOMMENDATIONS CHORD (N/A W/ VERT. WEB} \ - -�� 5 x W/ (3) lOD TOE -NAILS TO TOP/BOT. FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. ! OUT PLATE TYPICAL 3. METAL STRAPS & ANCHORS FOR ALL WOOD TRUSSES SHALL BE I.A.W. LOCAL MUNICIPALITY STANDARDS & MANUFACTURERS 2 4 2-O" 2MB 2 O 2 X 6 S.Y.P. # 2 2-16D GNAILS 3 ` 1!, ( 1 1 1 3 S LICE AT COMMON VERT. MEMBER (4'L) W/ (3} 10D ALT. 2-16D) NAILS OUT IN � 9 6 O SHEATHING : APPLY TO OUTSIDE PER LITERATURE. TYP. FLOOR TRUSS '1 4. ALL METAL STRAPS & NAILS TO BE GALVANIZED. C NAILER "A , or TO D (PLACE 2 OUT FASTENER SCHEDULE" ON SHEET "SDI" 5. ALL ENGINEERED HEADERS & TRUSS HANGERS TO BE SUPPLIED BY TRUSS COMPANY. NAILER VERT. WEB CHORD "B" AS ALLOWED (PLACE (N 1 6. ALL HEADERS TO BE MIN. 2 - 2x12, UNLESS SPECIFIED OTHERWISE. (SEE BEAM SCHEDULE) O 4 O 2 SDI ANYWHERE BETW. FUR. TRUSSES} 1 F !1 11 4 ' �! j:., ®BLOCKING : 2 X 4 SYP # 2 at 24" O.C. 7. TRUSS BRACING TO BE I.A.W. TRUSS MANUFACTURER & "TPI/'MCA BCSI-1 t� / i) h W/ (3) 10D TOE -NAILS (2/1 PER SIDE) 8. ROOF DESIGN LOADS SHALL BE BASED ON CHAPTER 16 of the FLORIDA BUILDING CODE, LATEST EDITION W/ LATEST __- _ O AT ENDS, PROVIDE 2 X 6 P.T. �/ / ALT. %-/' AT EA. END TO TRUSS u SUPPLEMENTS &ASCE 7 WIND PROVISIONS FOR ENCLOSED, PARTIALLY OPEN or OPEN STRUCTURES for COMPONENTS � �' 1 NAILER W/ (4) 1/4" X 3 1/2"L � -+. ,� VICi��r Hernandez & CLADDING and ASCE R.S. / , 2 t4 ' TAPCONS to MASONRY or 2 X 4 = - MASONRY WALL O NAILER 1 : 2 X 4 SYP # 2 W/ (3) IOD 9. VERIFY ANY ADD'T BOTTOM CHORD BRACING PER TRUSS ENGINEERING SPECIFICATIONS. n ] X" -BRACE TRUSS BELOW TRUSS BELOW NAILS AT TRUSS TOP/BOT. CHORD & EA. \��v CTOa ANCHORS 1 ® PROVIDE 2 X 6 S.Y.P. # 2 aAR t PffIPBNDKKk_PARALLEL PLAN WEB IN BETWEEN - TYPICAL ANCHOR SPECIFICATION TO BE USED, AS REFERENCED THROUGHOUT THIS PLAN, to BE INSTALLED PER MANUF. SPEC' ----- SPLICES, AS SHOWN ABOVE, W/ `\\ ""•'" /� -'C.M.S.0 - I T W BUILDEX "TAPCON" CONCRETE MASONRY SCREW ANCHOR (3) 10D (or ALT. (2) 16D) NAILS © NAILER 2 : 2 X 4 SYP # 2 P.T. W/ 1/4" � 7' • � �` "WEDGE ANCHOR" - HILTI "KMK-BOLT 3" EXPANSION ANCHOR j \ Oa, -'P.A.F." (PINS) - HILTI "POWDER ACTUATED FASTENER" " 3 at ENDS & 24" O.C. TYP, TAPCONS W/ 2" EMBED 12" O.C. TO _ � 11 C m,, Z 'EPDXY" - HILTI "HIT HY 150" MASONRY in ASTRONGBACK" DETAIL N. T. S. I -FILL FA E: WALL N. T S. 0AP9d�ZOA SB - "STRONGBACK" SPEC. ABOVE IS TO BE INSTALLED IN I F -SEE PLAN FOR EXACT LOCATIONS - ��/// FNGIN�� ABSENCE of REQUIREMENTS FROM THE TRUSS MANUF. CO. /////111 10" - "STRONGBACKS" TO BE LOCATED MIN. 8 FT. O.C. THROUGH FLOOR -TRUSS SPAN. pt - ADD 2 X 4 "X" - BRACE EVERY 20 FT. LENGTH. E=B�• 7P"E. 72� "CAST-CRETE' SAFE LOAD TABLES __.. SAFE GRAVITY LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS SAFE LATERAL g" PRECAST & PRESTRESSED LOADS FOR INTELS U-L SAFE UPLIFT LOADS FOR 8" PRECAST &PRESTRESSED U-LINTELS « SAFE LOAD - POUNDS PER LINEAR FOOT 4mm 44""I SAFE LOAD PLF �I `.""`C""■ SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 BFB—OB BF12—DB BF16—OR 8F20-09 8F24-00 I 8F2B—M I 8F32—OB TYPE LENGTH 8U8 8F8 RE NT. CMN TYPE LENGTH BFB—II 8112—IT BFi6-1i eF20—li 8F24-1T BF2a—IT eF]2-1T eF8—IB 5F12-1B BF16-1B BF20-16 BF24-1B BF28-1B BF}2-1B BFB—ZT 8FR4T SF16-1T BF20-2T 8F24-4T 8F28-2T aF32-2T 2'-10'(347 PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 2'-10'(347 PRECAST 1293 1642 2735 2'-10"(347 PRECAST 1972 3173 4460 5747 7034 8321 9608 Sass 4005 6n3 ]sal as]4 10394 naos 1wz 3rn aria 5747 ]0}4 e3z1 96oe V-6" (421 PRECAST 2231 M69 3719 5163 6607 8054 9502 10951 3-6" (421 PRECAST 1025 1024 1830 S-6- (42') PRECAST 1569 2524 3547 4569 5591 6613 7636 W69 4605 6113 7547— 8974 10394 11809 1569 2524 3547 45a9 5591 6613 1636 4'-0" 48q PRECAST ( / 7966 2561 2751 3820 46B0 5961 7034 8109 4'-0" (487 PRECAST 7fi5 763 1365 4`-0' (46") PRECAST 1363 2192 3079 3966 4853 5740 6627 2693 46D5 6113 754] 8074 10394 11809 1363 2192 3079 3966 4853 5740 6627 4'-6" 54 PRECAST ( 7 1 599 1969 2110 2 931 3753 4576 5400 6224 - 4 PRECAST 4' 6" 5 7 ( 592 591 1057 4'-6° 54 PRECAST ( 7 1207 1940 2724 3508 4292 5077 5861 2189 13]5 6113 ]547 B�lz 1 11809 1207 1940 2 J24 350E 4292 SW7 5861 5-4' (647 PRECAST 1217 649 143E 1999 2560 3123 3123 686 3666 5'-4" 64q P RECAST ( 1 411 411 734 5-$ 64 PRECAST ( 7 1016 1632 2290 2949 360I 4265 4924 1683 3D90 5365 ]54J 1e 734211 0733 " 1012 1012],1 1018 1632 2290 2949 3607 42fi5 492 a 5'-10"(707 PRECAST 929 1492 2093 2B94 3897 5'-10'(707 PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 5'-10'(707 PRECAST 340 339 607 929 1a92 zas3 2694 1295 3z9s 3es7 449B aa9a 1451 P622 436D 716E ,s 603fi0q I181Us 832a 6'-6" (787 PRECAST 908 1238 2U7 3480 3031 3707 4383 506, 6'-6" (781 PRECAST 507 721 483 6'-6' (78°) PRECAST 0}5 p 1340 iB80 24i9 2959 3498 g038 1238P17 3400 5381 8360 IO39 , 8825 p, 835 13C 1MD 2419 2959 3498 4038 7'-6" (91 PRECAST 743 1011 2532 2205 2698 3191 3635 7'-6" (907 PRECAST 424 534 357 7'-6" (907 PRECAST 727 1021 16341, 21021, 25711 w39 3508 , 1011 2661 38M 5681 8467u 6472 ps 727 1166 1634 2102 2571 M39 3508 (1127 PRECAST 554 699 1625 2564 3486 2818 3302 9'-4" (1127 PRECAST 326 512 227 9'-4" (1127 PRECAST 591 630 1133,s 14711,s9'-4" 752 1843 2564 3406 4705 639010'-6'126 591 851 1326 1705 2084 2463 2a42 PRECAST 475 53s 1247 2093 2777 2163 2536 10'-6'(126")PRECASi 284 401 178 10'-6"(1267 PRECAST 130 552 914,: n05„ 1458, 173212007s(7 643 1533 2093 2781 35431 47641u 530 8B6 1183 1526 1865 2204 254411'-4"(1367 PRECAST 362 5B2 1366 1848 2423 3127 4006 11'-4"(136")PRECAST 260 452 152 11'-4"(1367 PRECAST 494 I2 ,s 1422,c 1738 15101 136E 1846 2423 3127 4006 474 599 123 1422 1151 205] 2369 23691592 12'-O'(1447 PRECAST 337 1454 1684 2193 3552 12'-0"(1447 PRECAST 244 492 135 12'-0'(1447 PRECAST 470 tl 441 141 723 1„ 936 1, 1151 s 13661 f 1 1 1582 s540 540 1254 1684 2193 2805 2805 3552 47D 543 92B 1349 1549 1948 247 13'-4'(1607 PRECAST 296 471 755 1075 142E 1838 2316 2a83 13`-4�(1607 PRECAST 217 324 109 13'-4'(1607 PRECAST a1a „ 373 6os 1 783 1 962„ 1141 „ 1321 ,. 471 755 1075 1429 IBM 2316 2883 428 455 770 1145 1444 1718 1993 14'-0'(1687 PRECAST 279 424 706 1002 1326 1697 2127 2630 14'-O'(168") PRECAST 205 293 98 14'-0"(168"} PRECAST 384,1 346 5591., 723 14 88711 10521„ 1218 04 442 706 1002 1326 1697 2127 2630 am 420 769 1D5D 1434 I. 1s94 1954 14'-8" 176 PRESTRESSED ( 7 N.R. NR NR NR NR NR NR NR 14'-8"(171 PRESTRESSED N.R. 284 89 14'-8"(1761 PRESTRESSED 23e 323 s9I, sn 11 223 1 ws 1„ nzsl„1 458 783 1370 1902 2245 2517 2712 246 390 655 968 13241e 1625 „ 1874 1 15'-4'(1847 PRESTRESSED N.R. NR NR NR NR NR NR RR 15'-4'(1847 PRESTRESSED N.R. 259 82 15'-4" 184 PRESTRESSED ( 7 224 302 4as , 626 1 767 909 105z1„ 412 710 1250 1]33 4058 2320 2513 230 354 609 897 1224 15620, RUH 141 1%-4"(2DB7 PRESTRESSED N.R NR NR NR NR NR NR NR 1T-4' 208" PRESTRESSED ( ) N.R. 194 63 1T-4' 208 PRESTRESSED ( 7 187 255 404 „ 520 „ 637 1, 754„ 872,1 3� pB 950 1328 1609 iB49 2047 192 303 500 732 993 12681„ 1470py 19'-4" 232 PRESTRESSED ( 7 ME NR NR NR NR NR NR NR 19'_4"(2327 PRESTRESSED N.R. 148 51 19'-4'(2327 PRESTRESSED t62 z22 3a]1„ 4461, 54s Ti, sas„ ]46 a 235 azb ] 50 1037 1282 1515 1]16 166 261 424 616 831 , 1057p, 12251,y 21'-4' 256 PRESTRESSED ( 7 N R NR NR NR NR NR NR NR 21'-4'(2567 PRESTRESSED N.R. 1 25 42 21'-4"(25fi7 PRESTRESSED 142 19E 306 „ 393 of 486 „ 567 n, 6541„ 100 340 598 845 1114 1359 1468 142 23D 369 5}1 113 993 1046 „ 22'-0" 2641 PRESTRESSED ( N R NR NR NR NR NR NR NR 22'-O'(2647 PRESTRESSED N.R. it6 39 22'-O"(2647 PRESTRESSED t3] 172 295 ," 37E „ 77 ,o sas „ 629 „ 165 315 5m 784 1047 1285 1399 13] 221 354 1 508 1 881 861 1 997 s 24'-O" 288 PRESTRESSED ( 7 PREST N.R. NR NR NR NR NR NR NR pq•_O•(ygg•) PRESTRESSED N.R. 91 33 24'-O"(2887 PRESTRESSED ¢a ns 267, 341 ,0 416 ,0 491 ,o sss o 129 250 450 854 804 1092 1222 124 200 1 316 1 450 1 600 758 875 n (#) THE NUMBERS IN PARENTHESIS GR40 FIELD ADDED DEBAR. ARE PERCENT REDUCTIONS FOR ' SEE NOTE 18 O THE NUMBERS IN PARENTHESIS FOR GR40 FIELD ADDED REBAR. 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 PER MANUFACTURERS SPECIFICATIONS - - PROVIDE MINIMUM 4" of BEARING PAST EACH SIDE of WINDOW OPENING - WALL SECTION ROOF : BY OTHERS OVER 5/8' TRUSSES : APP. ENGINEERED WOOD C.D.X. PLYWOOD (SEE ARCH. PLANS) 12" at 24" O.C. ALL TRUSS BRACING SLOPE - TO BE PLACED AS SHOWN ON TRUSS *TRUSS TO BOND -BEAM : PER ELEV. -'_ ENGINEERING (SEE ROOF LAYOUTS FOR MOISTURE BARRIER : AS PART of TRUSS % TRUSS OVERHANG TYPE, CANT or STD.) ANCHOR W/ ALT. 30 # FELT PAPER BETWEEN ROOF -TRUSS & MASONRY �, _ , " BRACING : PER DTL 39 AS INDICATED ON ROOF PLAN _ I 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 EACH TRUSS / !~ WALLS SUPPORTING ROOF TRUSSES to BE 8" X 16" LINTEL BLOCK COURSE/S W/ STEEL IN POURED I CONCRETE, U.N.O. (SEE BEAM SCHEDULE) d SOFFIT : PER ARCH. PLANS O.H. PER I ; ;; ALT. DROP LINTELS ELE S I I; I" II OVER OPENINGS W/ II 4' STEEL PER PLAN :I T. of WINDOWS PER ELEVATIONS EXT. WALL : DECORATIVE CEMENTITIOUS FLOOR : GYPCRETE DECK OVER 3/4" o o FINISH OVER. 8" X 16' C.M.U. W/ 5 BARS IN FILLED CELLS PER "COLUMN SLED." T & G C.D.X. PLYWD OVER FLOOR -TRUSS, G2 ALL FLOOR SHEATHING TO EXTEND MIN. 1/2" z I FROM MASONRY WALL (TYP.) �I MOISTURE BARRIER : PROV. 30 # FELT 12'-1" T, of "BB-1" PAPER BETW. ROOF-TRS & MASONRY 1' " 0 o F 11'-5' I of "BB-1° T __ - -_ �I ; �• a o _ _ _ _ _ _ _ - - - - - - - - -' "BB-1" (PERPENDICULAR) or "BB-2" (PARALLEL) a TYP. at T. of 1ST. FLR. MASONRY WALLS SUP -.- PORTING FLR. TRUSSES to BE 1 or 2 8" X 16" r LINTEL BLOCK COURSE/S W/ STEEL IN POURED . -------- - '- -- ----- - Q ' CONCRETE, U.N.O. SEE BEAM SCHEDULE ) ( I PERPENDOLILAR PARALLEL a o - **ALL MASONRY WALLS TO PROVIDE 9 I. III h ALT. DROP LINTELS 1 t-. OVER OPENINGS W/ � 0 GUAGE LADDER TYPE HORIZONTAL JOINT REINFORCING at 16" O.C. MIN. j•• STEEL PER PLAN o cv (EVERY OTHER COURSE) MIN T. of WINDOWS PER ELEVATIONS - WI -EV r SILLS : PRECAST or 8" X 8" POURED CONC. W/ 1 # 5 BAR, EMBED 4" INTO FOOTINGS : SR FOOTING SCHEDULE POURED CELLS AT EA. SIDE. FOR SPANS (FOUNDATION 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 EXT. WALL :DECORATIVE CEMENTITIOUS I FINISH OVR. 8" X 16" C.M.U. W/ # 5 BARS t.1 SIZE AND STEEL OVER APPROVED VAPOR BARRIER OVER WELL COMPACTED POISONED IN FILLED CELLS PER "COLUMN SCHED." (SEE FOUNDATIPLAN for ANY ADD'T STL.) '2RECESS : 1 1/2" TYP. AROUND EXTERIOR R'�I PERIMETER WALLi I of SLABON 4" MIN. GRADE J - - to T. of SLAB FIN. GRADE I .- � l — _ - = =III _— =I I 12" MIN., GRADE 1!I_III III III III, -III IIl " T' =11' 2-STORY to B. of FTC. =1T' EX 1 WALL SECTION 1/2 REFER TO "TRUSS ANCHOR SCHEDULE" on "FLOOR/ROOF LAYOUT' PLAN" - H - NAIL ALL SHEATHING PER "FASTENER SCHEDULE" ON SHEET "SD1" - SEE ARCHITECTURAL PLANS FOR ALL OTHER INFO - I S. NAIL DBL. TOP PLATE TOGETHER W/ 10D GUN -NAILS DRY TRUSS t0 2ND AT 12" O.C. W/ 48" LAPS W/ (12) 10D GUN -NAILS FLOOR >= HEADER WALL to MSNRY ALT. HEADER T. of WALL 10 TRS/JOIST to WALL . -iI 2 24" O.C., SEE ROOF HEADER DM W7 ROOF LAYOUT FOR PER PLAN--- 16 ANCHOR SPEC /—" 2 o ROD NAILS 0 3 O2 TOP PL, to WALL : / ( 5 PER PLAN 12 2 - 2 X S.Y.P. # 2 W/ SIMPSON "SPH" W/ 5 - 10D 12 �, ALT ALL FRAME DOWN 771 HN- NAILS EA. SIDE TYP. (10 TOT.} o HEADER BELOW HEADER I1 O WALL : 2 X S.Y.P. # 2 STUD I� I� :J ®.17T STUD to STEEL COL X 2"L HILTI PINS MISCELLANEOUS TRUSS O1 FOR ROOF TRUSSES SPANNING UP TO 10'-0"L SIMPSON "HGAM10" TO T. of BEAM W/ 4) SIDS X 1-1/2" SCREWS TO TRUSS W/ (4) 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'-O"L : PLAN & EPDXY W/ EMBED PER STEEL SIZE ABOVE. Q2 ADD SIMPSON "HTSM20" W/ (4) 1/4" X 2-1/4" TITEN SCREWS TO MASONRY W/ (8) 1DD 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 Q TYP. REPAIR DETAILS V - NO MULTIPLE QUANTITY RESTRICT ONS - 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 -T -- - 16 --- =-- 0 1 REQUIRED W/ (2) ROWS OF 10D NAILS at 12' O.C. ; V NAILER TO STEEL : 2 X S Y.P. # 2 W/ I i Ili ll I 177" X 1/2" EMB. "P.A.F." (PINS) at '�%I 16" O.C. or 1/4" X 2 3/4" SELF -TAPPING SCREWS STEEL COLUMN PAD -OUT MASONRY WALL INT �(P.T. AT CMU)2W/ 1/4" X 2 6" LG TAPCONS AT 8" O.C. MASONRY WALL EXT M NAILER : (1) 2 X S.Y.P. # 2 P.T. TO CMU WALL W/ 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 WOOD STUDS 1 : (2) 2 x 8 -� 8" "I WALL S.Y.P. # 2 W/ 10d NAILS WALL at 4" 0 C. WOOD STUDS 2 :(4) 2 x 6 WOOD STUDS : (6) 2 x 6 EXT I S.Y.P. /g/ 2 W/ 10d NAILS S.Y.P. # 2 W/ 10d NAILS at 6 O.C. AS SHOWN at 6" O,C. AS SHOWN WOOD WALL : SEE PLAN FOR WIDTH l WOOD TO WOOD (,' COR ER WALL CONNECTION DETAILS 11( 1 1 I PER PLAN ai 16 D C., U.N.. ! L (PAF) at 24" O.C. STUD to MASONRY : - - _ _ .1 ALT. STL. COLUMN GYPCRETE DECK OVER. �1 34 CTX T&GPL. 9 / 2 X P.T. W/ 1 /4 1 of BM - •� z 2" EMB. TAPC NS (! 36- 36 19 at 12" D.C. TYP. 16 � ' " " "St51EA 42 1 5 GYPCRETE DECK OVER. 17 1g li N� .T.S�6 I "SYSTEA 42" a F _ 34"C.O.X. T & G PLYWD T. PER of FLOOR PLAN - _ r 6 5 BOT. PL. to GDR./RIBBON : 2 X S.Y.P. # 2 / n S 10 \ W/ 16D NAILS at 8" O.C. TYP. 4 PARALLEL PERPENDICULAR 6 BOTTOM PL. to WALL: 2 - 10D NAILS FROM a � PLATE to EA. STUD W/SIMPSON "SPH"W 10D NAILS EA. SIDE TYP. (10 TOT 7 5 - AL/} PER_PLAN lg __ __ (SIMPSON "SPH" N/A W/ SLOPED TRS/GDR) _ 7 2ND FLR STUDS to 1ST FLR. WALL 2 - STUDS IN LINE : SIMPSON "MSTA49"W/"7 - 10D EA. END USS t0 18T Im - STUDS NOT IN LINE : SIMPSON "LSTA36 W 7 -10D to 2ND FLR. STUD & 1ST FLR. DBL. TOP PLATE (WRAP) a nFLOOR " ® 2ND FLR STUDS to GIRDER : SIMPSON "LSTA36" W/ 7 - 1OD 12 NAILS EA, END TYP, 0 1 3 NOTCHED STUD :MAX. 2" X 2" IN 2 STUDS IN A ROW MAX. 6 I I PROV. 2 X 4 S.Y,P # 2 STUD TURNED SIDEWAYS ("L" BRACE) 11 & ANCHOR FROM "NOTCHED STUD" W/ 10D NAILS at 8" O.C. u 1u 10 RIBBON : 2 X 4 S.Y.P. # 2 CON'T W/ 3 - 16D NAILS to EA. TRS, T. MSNRY --- or SLAB T II•: m •: j B. PLATE to SLAB :1/2" X 6" EMB WEDGE -ANCHOR 24" D.C. ALT. REC. ®. w W/ FROM3EA. CORN RS& 6" IFROMi EA. HOLE CENTERED. OF SPLICE SPACE (EMB. IS FROM LOWEST SLAB ELEV. at RECESSED AREAS) @ FIRESTOP BLOCKING : 2 X S.Y.P. # 2 AS REQUIRED PER CODE ® ALT, B. PLATE to MASONRY WALL : 1/4" TAPCONS W/ 3" EMBEDMENT at 6" O.C. (CENTERED) r ® "CRT" STRAP PER "TRUSS ANCHOR SCHEDULE" ON ROOF/FLOOR LAYOUT W/ 1/4" X A TAPCONS at EACH STUD TYPICAL ® CORNER : TYP. 3 - STUD AS REQ. PER PLAN ® HEADER : PROVIDE NO. 2 ANCHORS at TOP of WALL OVER HEADER 24" O.C. (MIN. 3) AS SHOWN W/ (1) - SIMPSON LSTA18" STRAP FROM HEEADER TO EA. JACK STUD BELOW (MIN. 2 JACK STUDS EA. SIDE of OPNG.) #J 7 - ROD NAILS EA. END TYP. NAIL STUDS TOGETHER Wj 16D at 6" O.C. EA. PLY & END -NAIL to TOP/BOT. PLATE W/ 2 - 16D. (PROVIDE (1) FULL HGT. STUD FOR OPNGS 54 W or LESS and (2) STUDS FOR OPNGS 55"W and GREATER) 5b ALT. DROPPED HEADER : PROVIDE NO, 2 ANCHORS PER ABOVE TO EACH CRIPPLE STUD 16" O.C. W/ (2) SIMPSON 'H3"CLIPS to HEADER (MAY BE LACED ON INSIDE & OUTSIDE or BOTH PLACED ON INSIDE or OUTSIDE) 16 SILL at OPENING :3 - 2 X 4 S.Y.P. # 2 NAILED TOGETHER W/ 16D NAILS at 6" O.C. STAGGERED EA, FACE W/ 2 - 16D END -NAILS FROM 1ST JACK STUD to EA. SILL PLATE NAI L 17 SILL PLATE ANCHOR at OPNG.:16D NAILS at 4" O.C. THRU-OUT OPNG. & MIN. 36" PAST EA, SIDE TYP. (NO BOTTOM > SPLICE ALLOWED FOR 36" PAST EA. SIDE of OPNG. TYP.) F TRUSS & CRIPPLE STUD - 3 - 10D TOE -NAILS MISC ANCHOR . (FLOOR RUS 18 ( ) 19 SHEATHING : AT 2ND FLOOR, NAIL to ALL "RIBBONS" W/ 8D 0 3" O.C. TYP. SEE "FASTENER SCHEDULE" ON SHEET "SD1" FOR ALL O ER NAILING REQ. ©0 SHEATHING : AT 1ST FLOOR PER PLAN AS ONLY REQUIRED PER 'SHEARWALL" DETAIL O ABOVE ® 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. SHEATHING :NAIL to ALL "RIBBONS" W/ 8D 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 ARCHITECTURAL PLANS FOR ALL OTHER INFO. - THIS DETAIL DOES NOT APPLY AT "CLERESTORY" AREAS - SEE DETAIL "1" ABOVE FOR ALL OTHER TYP. INFORMATION to APPLY F8. 4 TOP CHORD BRG. TOP CHORD BRG. FLOOR TRUSS • - FLOOR TRUSS BY OTHERS SEE PLAN 2 BY OTHERS FOR RBBEAM 4 FL/Nil 3 PERPENDICULAR 3 I PARALLEL O BLOCKING 1 : 2 X 4 P.T. WOOD BLOCKING, ANCHOR to MASONRY W/ 1/4" TAPCONS W/ 2" EMBED AT MIDDLE OF BLOCK (MIN. 3 PER BLOCK) 2O BLOCKING 2 : 2 X 6 S.Y.P. # 2 AT PLYWOOD SEAMS AT 24" O.C., W/ (2) 10D NAILS EA. END W 11ST TRUSS SPACE W/ SIMPSON 'H3" CLIP PLACED HORIZONTAL W/ 4) 8D NAILS EA. END TO NAILER Q3 TRUSS to MASONRY : SIMPSON "HU48" W/ (6) 10D NAILS TO TRUSS (3/SIDE) W/ (14) 1/4" X 2 3/4% TITEN ® NAILER : 2 X 6 P.T. CON'T W/ 1/2" EXPANSION BOLTS W/ 4" EMBED W/ WASHERS AT 24" O.C. OHANGER BEARING STUD to B. PLATE : MIN. 2 - 16D TOE -NAILS (1/SIDE) 2ND F L R B. PLATE to FLOOR 16D NAILS ® 8" O.C. to TRUSS GYPCRETE DECK OVER T G PLYWD 34 C T, of BOOR .D.X. & STUD to FLOOR TRUSS : SIMPSON MSTA36" W 6 - 10D NAILS to STUD & TRUSS (or O to TOP/BOT CHORD (12 TOT.) DIAGONAL BRACE : 2x4S.Y.P.#2 ®24"D.C. W/3-16D NAILS to TOP/BOT. CHORDS ® EA. END DBL "SYSTEM 24" (FLAT TRUSS) to MASONRY SIMPSON "META20" MIN. at 18" O.C. W/ 6 - 10D NAILS (or 3 to TOP/BOT. CHORD) AT INSIDE of TRUSS 18T FLR II ; PARALLEL STUD to FLOOR TRUSS : SIMPSON "MSTA36 W/ 6 - 10D NAILS to EACH STUD and 3 - 10D to TOP & BOT. RIBBON (12 TOTAL) 2ND F L R STUD to B. PLATE MIN. 2 - 16D TOE -NAILS (1/SIDE) B. PLATE to FLOOR : FLooR TRuss 6D NAILS ®8" O.C. to RIBBON gv OTHERS TOP & BOT. RIBBON to TRUSS 2 x 6 S.Y.P. # 2 CON'T W/ 5 -16D NAILS TO EA. FLOOR TRUSS / "SYSTEM 42" TRUSS to MASONRY (2)-SIMPSON "META20"MIN. W/ 8 - 10D u NAILS PER EA. STRAP to TRUSS (I/SIDE) IS FLR 11 PERPENDICULAR MASONRY BEARING cm) SEE PLAN FOR WALL SIZE TO APPLY ABOVE 2ND F.F.. T. of 1ST FLR. TIE -BEAM 2ND F.F. I of 1ST FLR. TIE -BEAM BEAM STL. CORNER BAR ,. OUTER STL ONLY min CROSS INSIDE STL. T. of BM r: r- • :• 1 e III ADD W/ ALT. MID -STEEL ELEVATION P L A N CONCRETE BEAM r ; ,1 TYP. MAS( T BAR - N. I. J. LAP ALL STEEL PER MIN. RE UIREMLN IS AS y , Q i ! STATED IN "STRUCTURAL NOTES SHEET "SD1" ( ) - QUANTITY of CORNER BARS DETERMINED BY MIN. INTERSECTING BEAM STEEL (LE., IF 6-BAR CONCRETE BEAM INTERSECTS W 'BB-1" ONLY 1 CORNER BAR WILL BE REQUIRED, ETC. NlEdlt ADD'T PAD -OUT : (1) ADD'T 2X S.Y.P. # 2 ALLOWED TO DETAILS BELOW W/ (2) ROWS OF IOD NAILS at 12" O.C. FRAME WALL PER PLAN WINDOW / S.G.D. WINDOW / S.G.D. STEEL COLUMN 1 x S.Y.P. # 2BUCK 2 X S.Y.P. # 2 P.T. NAILER W/ 8D NAILS at 6"O.C. .177' X 1/2" EMB. "P.A.F." (PINS) OR AS REQUIRED at 16" O.C. to STL COLUMN or 1/4" 2 x S.Y.P. # 2 BUCK X 2 3/4" SELF -TAPPING SCREWS 10D NAILS at 6 O.C. ©-STEEL COLUMN NAILER - OD - FRAME WALL BUCK - ©PAD -OUT 1 TO MASONRY : 1 X or 2 X P.T. MATERIAL AS RE. W/ 1/4" TAPCONS EXTERIOR DOOR W/ 2" EMBED 12" O.C. STAGGERED 2X JAMB WIDTH PAD -OUT 2 TO "PAD -OUT i" : 1X or 2X P.T. BUCK SYP # 2 W/ TAPCONS PER ABOVE or 10D DOOR - NAILS (2X) or BD NAILS (1X) 10" O.C. STAGGERED MASONRY WALL and COLUMN PER PLAN WINDOW S.G.D. SIDE JAMB 1 X 4 ALT. P.T. BUCKBUCK TOP JAMB WINDOW / S. G. D. - ABOVE t(NOT DSTAGGERED) T lDD or SD NAILS PER 2 WINDOW/DOOR "BUCK" DTL. THIS DIAGRAM IS A GENERAL DEPICTION of BUCKS AS N. T. S. SPECIFIED. VERIFY EXACT LOCATION of BUCKS PER MANUFACTURERS REQUIREMENTS. SEE ARCHITECTURALS) 4IF SEE "FASTENER SCHEDULE" on SH ET SDt - BUCK to MASONRY ANCHOR - COIL NAILS or "C.M.S." ANCHORS PER FASTENER SCHEDULE ON SHEET SD1 - WiNDOW S.G.D. FRAME ANCHOR - ANCHOR THRU BUCK TO MASONRY WC.M.S. CONCRETE ASONRY SCREW) ANCHORS SEE 'WINDOW MANUFACTURERS SP CIFICATIONS FOR TAPCONS SIZE and SPACING FOR ASSEMBLIES TO MEET DESIGN PRESSURES AS STATED ON ARCHITECTURAL PLANS. - DOOR FRAME ANCHOR - PER MANUFACTURERS SPECS. ,..... ,, ^" ,.," ^,. ,,r^"^NS AT ROOF TYP O1 NAILER : CON'T 2 X 4 S.Y.P. # 2 W/ (3) IOD NAILS TO EA. STUD WALL : 2 X S.Y.P. # 2 STUDS — PER PLAN 16' O.C. CON'T FROM B. of FLOOR -TRUSS BRG. O WALL to WALL : SIMPSON "SP" W/ (6) 10D X 1.51 NAILS (3/SIDE) - N 0 J 1 FLOOR � TRUSS ~o T//( �3 FLOOR -TRUSS TO DBL I PLATE f I SIMPSON "H3" CLIP W/ 8D NAILS EA. END. (FILL ALL HOLES) © BOTTOM CHORD BRG. W/ ROOF AND/OR FLOOR TRUSS 1� 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 FEND -NAIL W/ 2-i6D 64N B. PLATE to SLAB : .145" X 1 1/2" EMB. HILTI "DX" P.A.F.S. at 16" O.C., 6" FROM ENDS/SPLICES 9— (19 SHEATHING : RUN 5/8' EXTERIOR PLYWOOD SHEATHING CONTINUOUS to FOUNDATION on (1) FACE of WALL W/ BD NAILS at 6" Q.C. EDGES and FIELD. BLOCK and NAIL ALL SEAMS SHEAR WALL FOLLOW D-71F (AT LEFT) W/ ADD'T ITEM 19 AS NOTED ALL OTHER SPECIFICATIONS TO REMAIN THE SAME FRONTWRAP r TOP CHORD p�N GYPCRETE DECK OVER. =�� Q r r e _ TOP di0R6 BRG. -` FLOOR TRUSS � "SYBTEM 42" BY o1HERSl SEE PLAN 1 1, TOP CHORD DR( R1HERSS l FOR BEAM SPEC 60 2 PERPENDICULAR IN H PARALLEL (D BLOCKING 1 : 2 X 4 P.T. W/ 1/4" TAPCONS W/ 1.5" EMBED 8" O.C. (MIN. 3 PER BLOCK) O 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 "H3' CLIP PLACED HORIZONTAL W/ (4) 8D NAILS EA. END TO NAILER ® FLOOR -TRUSS TO MASONRY : SIMPSON "META16" W/ (8) 10D X 1.51 NAILS (FILL ALL HOLES) TOP CHORD BEARING I CA L D ETA I LS BOTTOM CHORD OF PRE -FA B LATERAL BRACE : 1 x 4 S.Y.P. # 2, TRUSSES 0 24" O.C., TYP L FASTEN TO TOP of EA. TRUSS BOT. BUCK to MASONRY : SEE "PRODUCT APPROVAL" FOR ALL (SHOWN IN PLAN VIEW) CHORD W/ 3 - 10D NAILS TYP. APPROVED ANCHOR TYPES GARAGE DOOR G45^ BUCK: 2 x 6 S.P. # 2 P.T. WOOD BY OTHERS 0 EA. SIDE OF GARAGE DOOR o - � 10'-0" MAX. \ ' 1 GARAGE DOOR OPNG. 20'-0" M X. / MASONRY WALL L MASONRY COLUMN (C.B.S. OR '0" BLK) GARAGE °BUCK" DTL" C L 21 w _,_ ALT. 0 - REINF. TO BE CON'T FROM FTC. TO TIE -BEAM W/ ALL N. T. S. o 0 "ACI" DETAILS & DEVELOPMENT LENGTHS ADHERED TO. "BUCK" : 2 x 4 S.Y. P. # 2, _ PER PLAN GARAGE DOOR MANUF. TO PROVIDE ATTACHMENT TO F'VrBRACE TOP of EA. TRUSS BOT. 3 - 10D NAILS TYP.AT 20' INTERVALS) PROVIDE HOOK BAR 10" INTO CELLS - (UP or DOWN) (TOP STEEL ONLY) W/ 30" 30" LAP TO BOND -BEAM STEEL UPPER BOND -BEAM STEEL CON'T IN CONCRETE FILLED sue: lm�"LINTEL BLOCK/S" 0 CATS : 2 x 6 S.Y.P. # 2 (RAT) CATS at 30" O.C. W/ (4) 1/4" x 2" EMB. �' g DOWEL STEEL in CONCRETE T. OF BEAM (; TAPCONS to BEAM W/ 3 - 16D NAILS NAILS FROM EA. TRUSS TYP. (USE STL. FILLED CELL CONTINUOUS ALT. *Al" ANCHOR at 24" O.C. FOR TRUSS THAT RUNS ON TOP of WALL) ASREO. ASREQ. HOOKED INTO BEAM. ..... BB - DIAGONAL BRACE : 2 x 4 S.Y.P. # 2 at 24" O.C., at 45 DEG., FASTEN STEEL rt k' TO TOP of EA. TRUSS BOT. CHORD W 3 - 16D NAILS, EXTEND to 2ND D / o�I F ,x TIE BEAM STEP DOWN TRUSS OVER INTERIOR WALL (SEE PLAN FOR TYP. LOCATIONS of PATIOS) a "BB-2" 1:.' STEEL TRUSS BRACING o -BB-2- STL AS REQ. 3 9 - - AS REQEl H.- , SEE ROOF LAYOUT FOR TYP. LOCATIONS - N. I S. 30" -1 DROP "V-SET" TRUSS for OUTLOOKER TYP. STEEL LOCATION LOWER BOND -BEAM STEEL CON'T IN -"" ----- __- ----- ----- --- - ----- r _sue___- CONCRETE FILLED "LINTEL BLOCK/S' fL >� - 2 X 6 OUTLOOKER TYP. BOND -BEAM STEP 2 6 �-- - SEE FLOOR/ROOF L.O. FOR ALL STEPS IN BOND -BEAMS - N. I S. r - - SEE PLAN FOR EXACT BOND -BEAM and DOWEL STEEL - LAP ALL STEEL MIN. 48 BAR DIAMETERS, U.N.O. - all TYP A : 2 # 5 BARS DIAGONAL SPACED 2" MIN. to 6" MAX. FROM ARCH EDGE TYP. - - FOR 13 -20 W BEAM USE 3 BARS FOR 21'-24"W BEAM USE 4 BARS11 OUTL00 • KER . MIN. 2 X 6 S.Y.P.t P. 2 B : EXTEND BARS MIN. to MIDDLE of OVERALL BEAM HGT. TYP. FOR SINGLE ARCH,"C" EXCEEDS 16^ VERTICAL 24 O.C. W/ 3 - ROD TOE -NAILS to 1ST FASCIA : SEE DETAIL 1 TRUSS SIMPSON A34 W/ REVISIONS: DC : EXTEND BARSRP DOWELS at SIDES NAILS to TRUSS & OUTLOOKER (2 LOC.) o TRUSS E : 4" MIN. to VERIFY W/ WINDOW MAUNFACTURER "OUTLOOKER" F : FOR MULTIPLE WINDOWS (2 or MORE) DIAGONAL STEEL REQ. AS SHOWN to BEAM : SIMPSON BLOCKING : 2 x 4 P.T. BETW. "META16" "OUTLOOKERS" G : SONOTUBE STEEL TO EXTEND INTO BEAM W/ 5 - 10D x 1 1/2" ALL W/ 2 - 16D NAILS EA. ANCHOR TYP. NAILS EA. END. TYP. iflt in r... .., 77 :ROSS W I Cf CROSS W / II L /• AULT ARCH ^< • .,I 1H� m ;t'�1,1 I• ' ' MULT - -- -^ - -- ' - �• °ARCH, m cil } T 1 , 1 �— - 2x 6 oJOCKER - f 1y r,' W�11.�.>, BLOCKING 2 X 4 S.Y.P. # 2 at ROOF-' 8" _I;D" 16 I_ ---- ---- -- SHTG. PANEL JOINTS (2ND TRUSS IN), m. r- t+fW FASTEN TO TRUSS TOP CHORD W/ 3 - 10D TOE -NAILS SHEET DATA: STL. COL. MSNRY WALL MSNRY WALL STL COL MULTF'LE SINGLE I RAKE BEAM PER SONOTUBE SONOTUBE MASONRY LAT. BRACE / RAT -RUNS : PER DTL. 39 (SEE ROOF L0. FOR LOCATIONS) : DETAIL V BELOW MODEL• 5512 _ - VERIFY ALL CONDITIONS IN FIELD - NIF iIE -SEE "L" or "F" BELOW FOR ALT. ARCH IF BEAM POURED STRAIGHT - mm II COMMUNITY: RIVERBEND - SEE PLAN FOR DETAIL SUGGESTED TO USE - *ANGLE BRACE : 2 X 6 S.Y.P. # 2 at 45 DEG, ANCHOR TO P.TFRAME W/ 3 - 10D at EA. END (PLACE ai FRONT & REEAR FOR ARCHWAYS GRTR. THAN 8"W) ALT. TOP PL to TRUSS : 2 X 6 S.Y.P. #1! 2 MIN. HGT : 1 1/2" W/ 2 X W/ 3 - 16D NAILS to EACH TRUSS TYfs. TOP FRAME MEMBER _ ZX WNDW BUCK : 1 X 2 P.T. -;'- CQN'T W/ 2 - 10D NLS6,. TO EA. BLOCK TYP. •!/,q� 1/2 CFME o z BICCKING :MIN. 2 X 4 S.Y.P. # 2 SPACED 6" APART. ANto SHEATHING W/ o ti 3 - 10D NAILS EA. SIDE ooz ilE SIDES - 2 X 8 P.T. W/ .145" X 1 1/2 oo EMB. P.A.F. (PINS) at 6" O.C. W/ ALi. z 3/16" X 1 1/2" EMB. "C.M.S." ANC. at 12' O.C. (MIN. 3) �w� iIE TOP- 2 X 8 P.T. W/ 3/16" X 1 1/2" EMB. "C.M.S." ate° ANC„ at_8" O. -. T1P._at EYEBROW &, 1/2 CIR.) / -M_pp - EYEBROW - �a 1; ALT. 2 X 6/8 BLKG. W/ 3 - 10D NAILS/BLK/SIDE iI #:�ALT.1/2" WEDGE ANCHOR W/ 4" EMB. (1/SDE) (SEE WINDOW BUCK DTL. FOR TYP. BUCKS) --'r WiNDOW OPNG. UP TO 6'-4" OPNG i N LENGTH REQ. for GAR. O.H. DOORS or OPEN "LANAI/PATIO" ARCHWAYS FRAME - ARCHWAYS ABOVE ASSUMED TO BE 8"W, and INCREASE LUMBER SIZE ACCORDINGLY FOR 12" WIDE ARCHES iIE - USE 2 - 2 X 6 MATERIAL FOR 16"W ARCHES - ATTACH WIRE LATH & 5/8' SHEATHING PER "FASTENER SCHEDULE" (SHEET SD1) - FOR ARCHES IN WOOD FRAMED WALLS, SIMPLY DISREGARD P.T. WOOD W/ "C.M.S." ANCHOR SPECS dIE NIE - SEE "L" BELOW FOR ALT. APPROVED ARCHWAY AS REQUIRED - TOP VIEW 12' MIN. 8"-10" I of BEAM ilill 11 PROVIDE SLOT/S :. FOR STEEL &GROUT TO POUR THROUGH N I is a LINTEL PER PLAN. JX X 1L1 N ' 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 - dIENIE - SEE "F" ABOVE FOR ALT. APPROVED ARCHWAY AS REQUIRED - TYP. ARCI'-I OPENINGS - VERIFY ALL CONDITIONS IN FIELD - N. I. S 2 x 4 S.P. # 2 NAILER :RUN CON'T ALONG LOT ll• 3 BOT. CHORD LINE, ANCHOR TO MASONRY II 1 W/ 1/4" x 2" EMB. TAPCONS 0 24" O.C. DRAWN BY: SM/RC TYPICAL ROOF OVERHANG CHECKED BY: RC/VH DATE: 09-22-17 24 MNX pER OUTLOOKER TO DBL TOP PLATE pOlNRR�KN� - SIMPSON "H1" W/ (6) SD NAILS SHEET DESCRIPTION: RpOF TO TRUSS W/ (4) 8D NAILS TO PLATE STUD TO TOP PLATE/HEADER: WALL SECTIONS & SIMPSON "H8" W/ 8D NAILS (FILL ALL HOLES) TYPICAL DETAILS 1 �1 ELEVATION: C li Y — TYPICAL HEADER GARAGE: RIGHT (1) JACK STUD UNDER HEADER TYP. Y/', - W/ (2) FULL HGT. STUDS BALLOON FRAME ® - 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 OPENINGS, TIED TO ONE SIDE OF BEAM STEEL, TYP. •� FILL ALL MASONRY SOLID to 1 RAKE BEAM OPENING TYP. # 5 DOWELS FROM j B R E N N A N 30" x 30" CORNER BAR, PRECAST to RAKE BEAM .1 TIE TO RAKE BEAM and TIE -BEAM STEEL TYPENGINEERING INC. ALLOW +/- 2' BELOW ,2 r TRUSS TOP CHORD, VER. STD. or RSD. HEEL1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 - i I - (561) 392-3748 E.B. # 7686 P.E. # 72387 TOP of STD. - TIE BEAM SHEET: N -r i- 1 I MAX.4'-8" `i OVER OPNG. 1 J LINTEL or POURED CONC. BEAM PER PLAN SD2I I 1 1 TYP. FILLED CELLS FROM FOUNDATION TO RAKE BEAM PER PLAN Victor Hernandez I , WALL OPENING NO STEEL RED. OVER PENINGS LESS THAN 6' WIDE GRTR THN 6' LCSN'TO1 AATMPEAWER ALL P RCPLANX U \\\\\\ \\�Oj C1•® (OTHERWISE RUN) MASONRY RAKE moo;' o ;n.y� - FILL ALL MASONRY SOLID ABOVE ANY OPENING TYP. s m ; 'oar m' _ ISM- NO INTERMEDIATE BOND BEAM SHALL BE REQUIRED t» ; P 2 �Q177 m ALONG RAkE WALL, U.N.O. 'F f H - SEE "ROOF OVERHANG" ABOVE FOR ALL OTHER REQ. �;<�0 opo ; • \-Zz. GAE3LE -END DETAIL %9< �NGIIN \ 4 5 _ WITH "0" 0. LADDER and NAILER SPEC N/A - N. T. S. �/G111111\\�\ - SEE "FASTENER SCHEDULE" (SHEET "SD1-) FOR ALL NAILING SPECS - E.B. # % 6 E. IZ38% - FILL ALL MASONRY SOLID ABOVE ANY OPENING TYP. Truss Load Alert Box * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO Truss I.D. LEDGER CONNECTIONSBY BUILDER Gravity (> 5,00Q#) / Uplift (> - 1x000#) (UNLESS NOTED OTHERWISE) EL 3 0 NOTEALL CEILING DROPS BELOW BEAM ARE - a Horizontal (> 35Q#) * : 181811 zrb" z s BY BUILDER (UNLESS NOTED OTHERWISE) d a ow — is 2'1 * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW 1,, ^ TRUSS I.D.AND TRUSS LOCATION OVIJY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE = a STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. >9 = - ,JC-=:..1Y\d W �. 'WN M ^5,-r I ~ REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS cJla FOR GRAVITY AND UPLIFT LOADS. qlA I FOR BRACING & ERECTION DETAILS REFER a _ a �I J3 3/4' i ( aasu b TO BCSI-03 AND/OR ENGINEER OF RECORD o ro CJ$A r-y J --- a a_ .i s cjsB a s a , ' •CJ1A �\ \ FOIL L �' '; J7E1 REPRESENTS THE LEFT SIDE OF _ ( �� '. ol,.0 .� Ih j { II I. :/x� I CJ3A EACH TRUSS DRAWINGsi -- y, ( I i�'A` JUS24 H: THD46Q is J ( __ i c5s JUS261', MSH422 eR; �d o g a ¢ o{I 2 0' ..._m_. 2 0 ? Off 2'0 TO" ; 2 0' TO J7A _ A_ I �. �..�..�.a 7A THD26 o a = a x , ri -------r zA t; , ��{ �i hn !D, I THD28 ' L MUS28 4 T % _a o i .� . - I. - - - ai N :m r._ -_— ___ s o a c t _ PA THD262 <M; 1U548 U - � ,= Jza z'o" z'a zo' zr.o ro ro^ :{zo z:o„ z,oil zo zo' (ro" / F' THD282 .N THDH282 �`U/ "m a =o d o d it I' Ila --- J7AI, , H i. .. L:. , ., �-- J7A `I: X •' - — d , o o — �G, 1US46 �P; THDH28-3 '; v .., o c vv. �.. —I25 i p is 'HBB HANGER BY BUILDER BBB;- BEAM BY BUILDER = d o v E I o � K, m �•— oo�d�_'_�I I .`� � * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON ( ..-. i 'r, T rl4z9t..."'w r°art .� . �A o o m E -a �A J TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 s gym. �. I , _ - i w!"-'� STRAP (BY OTHERS) UNLESSNOTED OTHERWISE s `_ r 4' ". Jzn TRUSSES) a �! (EXCLUDES VALLEY AND PIGGYBACK J7A5-1 ` L� LOADING ROOF FLOOR WIND LOADis d 9I COLUMN If 1�A o LIVE LOAD 24 40 ASCE 7 10 Ij ----------- - TO HOW . e x. `s x. m, O O o..� a E e..d . 3 --- B07 { p; ° - DEAD LOAD 15 20 170 MPH EXP C hA _ 58A4 2498 ; �) � '' J I� I .. > •� "* � 'i� rn � c = s E. a,'r ° LIVE LOAD 10* 0 CATEGORY 11•- b j .- .__ V02i i. ij / yq 4;. II II ___. .j%A L"} o z'„t31 b k 7. I ,J7A " 8 \ gorzon al '..Ib O : v c DEAD LOAD 10 5 ENCLOSED E a* - - -- - -------- VO4 K > i� �' ,Ij 'i ", I TGO,I v � al Co1G T.. �,1„ 3trim -I',, � \� Jzs TOTAL LOAD 45 65 FBC 2014 - N inl > 1$1 16" n. :I. H o .� m r:.= = o >I Ol43 i �orzmta __J_ _ I it .�-'; A15G .o' " 1 .� 2C33 is� - :I ., m 'I n C. ;' �i 'i II i:.11E Lr 73i ,°' . t l r u ", ~ u a n 31 J z , DURATION FACTOR 1.25 1.00 TPI 2007 a coz -- --- ------..._. u - 2AA _ _ ;cot. ??� IREV DATE BY REMARKS = o o o CRICKET BY RR w. _ - --- 8 a a ,' N OTHERS i• / x Also G0 s Norzont,. = :.•� j � I I / 1 _ /e, CJ3B02 --f--%":-- - - o _ s -— hi >,. 18'83,/4 - --- — t^' t �� G01G 11'0 11'8" m o o o .D m N OCD s 'a _ CO2 w 3 -o G, ��. C336 s. _ w v a.� w) CO2 r o 1 C1C c IC03 �'; 2 �2,: - — G 1 `��' M, ,�, J . j t IS understood that above s �' a - E! E A' _ _ o �* l: — -- 0O3 �. r Y °"b u u conditions have been reviewed APPROVED O a 6 m O - - & are acceptable for the ....... N APPROVED AS NOTED - - _ fabrication at trusses, i = _ 2 coo o elevations, pitches, overhangs,a-> _ d .....- ....-.-.- - _ ...__ z ( fascias,ceiling REVISE AND RESUBMIT �, o a� o d E 005 — elevations/pitches, bearing REJECTED N (conditions & all detail pertaining = d o a a y -- ' - - --- - ----- ,,, j Ito this truss placement plan. No e o (Cob back charges will be accepted = 9. Z ° N ten... ..--..-_ap-91 proval from anut SA-11tRoof DATE o o ✓2 cln Trusses representative_' REVIEWED BY N --. PLAN DATE ARCH: 08/18/17 --STRUCT: 08 24 17 cos a CUSTOMER CAL ATLANTIC _ `_ ' E = a ¢ o ¢ a N c — - a 131 614 5' 101,10,81,22 8 - .-_.--. ....... o. a a 9 JOB NAME 5512 C a v o N m 4 Z J Q U) OPTION(S) BONUS ROOM ¢ �' 6 O O G 1 HATCH LEGEND` l e„Z+'—y�— ( MQ N# { - RIVERBEND / LOT s = n U l __ Wl9.. � a N E N G VV d c o v BRG @ 10' ��- �cITY _ _ c o a 0 3:.N1 cCOUNTY d m a m BRG @ ill 5 if BLDG BLDG COo`:..A, ,I BRG @ 11' 8"51 Z Q TYPE il #--- -- c d Rit BRG @ 12' 1" JOB # 67195 1MASTER JXCAS5512C8 o III �Y rs,NLtHMNpomr,ffiY Tj" �ya - ----- — Y ao-. aoo so a w>•a '' ` //BRG @ 21' DRAWN SCALE / DATE 08/28117 La M MK N.T.S.p rk p aa E t3 tRR v! 94dTwL4 v6NT T' i1fi `i *'I Ic-Mmn vssmbFo@ treM1ARa4n,g t C c o °� 'E a+ ;st i} i/ r O, It Plstwem6A ntlk# y}l� t= o s aa' 'ZI w I� ti 4 ' F time zo,>,ps as oe'rzd fr2 °�J rc2 1ea� �y d ,c.= `# w.3J"ASC.(Aj �� nyerr, 51� W a a c roA#t tE iyt a J �j v r = o 1`A .� �, HIP LINE 22C3 f. a TRUSSES ,VALLEY LINE' 10 A FLORIDA CORPORATION a = o c o wEETEG�2 Nor �n�oEP°s SAND Ph 772-409-1010 1 Fax 772-409-1015 SERIAL # . li�emn 7o vse'cv cnicmanoNs : :llijJ:ifWWW.altruss.com 30 B.0 A2:2100.00 {30 0 4C 12 87 DF