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HomeMy WebLinkAboutCONSTRUCTION PLAN�4' ROOF EDGE 4'1 O ld � 2 O 2 O OOHIP O O 2O RIDGE END END O O ROOF EDGE 12803,2.3,1 SHEATHING FASTENINGS. WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO ROOF FRAMING WITH 8D RING - SHANK NAILS AT 6 INCHES ON CENTER AT EDGES ZONE AND 6 INCHES ON CENTER AT INTERMEDIATE FRAMING. RING -SHANK NAILS SHALL HAVE THE FOLLOWING ZONE 2 MINIMUM DIMENSIONS - ZONE 3 I. 0.113 INCH NOMINAL SHANK DIAMETER. 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER. 3.16 TO 20 RINGS PER INCH. 4. 0.280 INCH FULL ROUND HEAD DIAMETER. 5.2 INCH NAIL LENGTH. ROOF SNEATN I NG NAILING ZONES PRE -EN AS PER F.B.C.2514.3.5 METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/4 INCH (19 MM) AND BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LATH SHALL BE ATTACHED TO CEILING JOISTS OQ OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. II -GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1-1/2 INCHES (38 MM) LONG HAVING A HEAD NOT LESS THAN 3/8 INCH (9.5 MNMN DIAMETER, SOFFIT VENTS TO BE 6'X24" AT 8' O.C. MAX. EXTERIOR CEILING/SOFFIT DETAIL N.T.S. NOTES GENERAL NOTES- 1, CONSTRUCTION SHALL FOLLOW 'FLORIDA BUILDING CODE' AS ADOPTED BY THE AREA IN WHICH THE BUILDING IS TO BE CONSTRUCTED WITH ALL APPLICABLE AMENDMENTS, 2. THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOBSITE, PLANS, SPECIFICATIONS, ETC. 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. STUCTU12AL NOTES - I. DESIGN LOADS IN ACCORDANCE WITH FBC CHAP. 16 2. SOIL BEARING CAPACITY- 2500 PSF 3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIREMENTS. 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS, FOOTING& 3' BEAMS- 1-1/2" SUSPENDED SLABS- I" 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GRADE 60 STEEL MINIMUM IN FOOTINGS AND SLAB. GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICE. IO.BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE BEARING MEMBER IS 2 OR MORE PLIES UNLESS NOTED. 11. ROOF SHEATHING TO BE NAILED WITH IOD GALV. OR 8D RING SHANK NAILS OR EQUAL 4" O.C. EDGES AND 6" O.C. IN FIELD 12PRAME TO MASONRY SEGMENT CONNECTIONS, PT 2 X 4 MINIMUM TO MASONRY WITH 1/2' DIAMETER 7" EMBEDMENT WEDGE BOLTS I AT TOP AND BOTTOM 36" OC THEREAFTER. 13.ALL SOILS TO BE COMPACTED TO MIN. 95% DENSITY 14.CO12NER BARS ARE REQUIRED AT ALL OUTSIDE CORNERS 15.FOOTINGS SHALL BE A MIN. OF 16' IN WIDTH OR AS INDICATED ON DRAWINGS 16.ROOF DL E ILL - 55 P.S.F. 17.UPLIFT FORCES AS PER ENGINEERS NOTES AND SCHEDULES 18.FLOOR ILL - NA 19.ALL PRE -CAST LINTELS TO HAVE MIN.6' BEARING 20.ALL STANDARD LUMBER SHALL BE SPF WITH A MINIMUM FB OF 1000 PSI OR NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. PENETRATIONS THROUGH ANY SEPARATION SHALL BE PROTECTED BY FILLING THE OPENING AROUND THE PENETRATING ITEM WITH APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. I. HOUSE IS IN A NEGLIGIBLE WEATHER AREA 2. HOUSE IS IN A VERY HEAVY TERMITE AREA 3. FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE LESS THAN 200 4. FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25 5, SMOKE DEVELOPED INDEX SHALL BE LESS THE 450 FOR WALL FINISHES, CEILING FINISH AND INSULATION 6. GYPSUM BOARD SHALL CONFORM TO FBC R702.3 STANDARDS 7. TILE IN SHOWERS MUST BE BACKED BY "DURA ROCK" CONCRETE BOARD OR EQUAL a ' � I y L45 "I rNESE PLO HAVEELEN REWEND Ih ACCORDANCE CH THEFLORIDA BUILDING CODE R702.4.1 GENERAL. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108,4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 AND A137.1. 12702.4.2 CEMENT, FIBER -CEMENT AND GLASS MAT GYPSUM BACKERS. CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325 OR C 1178 AND INSTALLED WITH 1-114, WAFER HEAD, RUST RESISTANT DRILL OR SHARP POINT SCREWS AT 8" O.C. IN FIELD AND 4" O.C. AT EDGES, BACKING FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS, ON MIN. 2" X 4" WOOD FRAMING. ST LUCIE COUNTY BUILDING DEPARTMENT PRODUCT .APPROVAL CHECKLIST PERMIT TYPE, S.F.R. PERMIT NUMBER: OWNERS NAME, MR. E MRS. ESPOSITO DESIGN PROFESSIONAL NAME A/E JOHN H. CRESWEL.L, P.E. JOB SITE LOCATION: 208 NETTLES BLVD, JENSEN BEACH, FL RULE 9 8-72 REQUIRES THE FOLLOWING INFORMATION AS PROMULGATED BY THE FLORIDA BUILDING COMMISION, IN THE EVENT THAT INFORMATION REQUIRED FOR PRODUCT APPROVAL HAS BEEN INCORPORATED IN TO TE PLANS, SPECIFICATIONS OR GENERAL NOTES, SIMPLY INDICATE PAGE NUMBERS ON THE AFFIDAVIT. PRODUCT MODEL NUMBER MANUFACTURER EVALUATION AGENCY NOA NUMBER EXPIRATION DATE WINDOWS -SINGLE HUNG SERIES SH-7700 LAWSON OMPACT GLASS MIAMI-DADE 10-0412.02 09/01/2015 WINDOWS -FIXED GLASS SERIES 4200/6200 LAWSON IMPACT GLASS MIAMI-DADE 12-0307.E 08/22/2017 WINDOWS -MULL BARS EXTRUDED ALUMINUM TUBE LAWSON MIAMI-DADE 12-0127.07 05/30/2017 EXIT DOOR SERIES 9200 LAWSON IMPACT GLASS MIAMI-DADE 2 1204.12 02/13/2018 SLIDING GLASS DOOR EXIT DOOR EXTERIOR HINGED DOOR THERMA-TRU FLORIDA BUILDING CODE FL 5891-23 NA ROOFING MATERIAL 5V-CRIMP J.M. METALS FLORIDA BUIL ING CODE FL 12966.6 NA IN ACCORDANCE WITH THE FLORIDA ARCHITECTS AND ENGINEERS PRODUCT APPROVAL SYSTEM THIS AFFIDAVIT CERTIFIES HAT I HAVE PERFORMED THE BUILDING ENVELOPE EVALUATION AS REQUIRED BY THE FLORIDA BUILDING CODE. PEtt 40940, COAtt 27002 ARCHITECT/ENGINEERS'S SIGNATURE FL. CERTJREG. NUMBER CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY HELD INSPECTORS THAT MAY BE NECESSARY IN ODDER TO COMPLY WITH ALL APPLICABLE CODES, SG®QED 5f I f II710' ommv /_30 4 ST, LUCIE COUNTY RUILDINO DIVIWON RRVIRWRD FOR CoM CC REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE REVISION 9/25/13 FLOOR LOADS SEE TYPICAL WALL SECTION FOR FOOTING DETAILS EMBED tt5 DOWEL 7" INTO FOOTING W/EPDXY MISSED DOWEL DETAIL (9) IOD X 1-1/2" STRAP TO TRUSS SIMPSON MTS 16 ATTACHED TO BLOCK W/(3)- 3/16' X 1-3/4' TAPCONS TYPICAL CONC,BLK Llfll EXTERIOR WALL MISSING TRUSS STRAP DETAIL TERMITE TREATMENT REQUIRED ST. LUCIE COUNTY BUILDING DEPARTMENT CODE COMPLIANCE DIVISION DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE US 0 130 03AI3338 p"eoo-b0SL.1 THIS CERTIFICATION MUST BE COMPLETED BY THE PROJECT DESIGNER, ARCHITECT OR ENGINEER. THIS CERTIFICATION MUST BE SUBMITLAD IN DUPLICATE WITH ALL APPLICATIOAS FOR BUILDING PERMITS INVOLVING THE CONSTRUCTION OF NEW RESIDENCE (SINGLE OR MULLTI-FAMILY), RESIDENTIAL ADDITION, ANY ACCESSORY STRUCTURE REQUIRING A BUILDIUG PERMIT AND ANY NONRESIDENTIAL STRUCTURE. THIS CERTIFICATION SHALL NOT APPLY TO LNTERIOR NENOVATIONS (PROVIDED THAT NO EXTERIOR STRUCTURAL WALLS. COLUMNS OR OTHER COMPORTS ARE BEING AFFECTED) AND CERTAIN OTHER MINOR BUILDING PERMITS FOR FURTHER ASSISTANCE PLEASE CONTACT THE BUILDING INSPECTION OFFICE AT (772)462-2172 PROJECT NAME, ESPOSITO RESIDENCE -I F_ STREET ADDRESS+ 208 NETTLES BLVD 1E RPE CMIpq FR CONSTRUCTIO TYPE I CBS CERTIFICATION STATEMENT: I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CLRRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOAD AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED (PLEASE CHECK OR COMPLETE THE APPROPRIATE BOX) I. FLORIDA BUILDING CODE 2010 EDITION AND ASCE 7-10 2. BUILDING DESIGN ISs ENCLOSED, YES PARTIALLY ENCLOSED, OPEN BJILDINQ 3 MEAN ROOF HEIGHT, < LESS THAN 15' ROOF PITCH- 4/12 INTERNAL PRESSURE COEFICIENT, +/- 0.18 4. WIDTH OF END ZONES, 4 4.5' WIND SPEED, 170 (3 SEC. GUSTS) 5. BUILDING CLASSIFICATION TABLE 1-1, ASCE 7 1[ FBC TABLE 1604.5 6. WIND EXPOSURE CLASSIFICATION, D ADJUSTMENT FACTOR FOR EXPOSURE E HEIGHT, 1.47 7. COMPONENTS E CLADDING WIND PRESSURE ON ROOF ZONE 1 -38.2 ZONE 2 -53.9 ZONE 3 -85.0 S, COMPONENTS E CLADDING WIND PRESSURE ON WALL ZONE 4 SEE 5 PLANS PSF 9, C MPONENTS E CLADDING WIND PRESSURE ON OVERHEAD GARAGE DOOR N/A PSF 10. FLOOR DEAD 75 F FLOOR LIVE 40 ROOF/DEAD 25 PSF ROOF/LIVE 30 PSF III BAR WALLS CONSIDERED FOR STRUCTURE? YES _�L_NQ ---- QF NO, ATTACH EXPLANATION) 12. CONTINUOUS LOAD PATH PROVIDED? YECT�NQ-----UF NO, ATTACH EXPLANATION) 13. ARE COMPONANT AND CLADDING DETAILS PROVIDED? YES X NO (IF NO, ATTACH EXPLANATIOM 14. MINIMUM SOIL BEARING PRESSURE, 200 PRESUMPTIVE, IWO BY TEST- Oft O PSF 15. HURRICANE SHUTTERS AS INDICATED ON PRODUCT APPROVAL AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH TSHIS �TIFICATIOM IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. NAME, JOHN H, CRESWELL, PE DESIGN FIRM, CERTm PEn 40940, COAu 27002 DATE, FLORIDA DESIGN CRITERIA V(ULT) 170 MPH (3 SEC. GUSTS) V(ASD) 132 MPH (3 SEC. GUSTS) EXPOSURE D IMPORTANCE FACTOR I CATEGORY 11 INTERNAL PRESSURE COEFFICIENT +/- 0.18 ROOF ZONE UP LIFT PRESSURES: ZONE 1 -38.2 PSF ZONE 2 -53.9 ZONE 3 -85.0 FOR ROOF PITCHS 2/12 THRU 6/12 COMPONENTS E CLADDING PRESSURES -EXPOSURE "D" TAG POS.PRESSURE NEG.PRESSURE TAG END ZONE SOFT. 46.0 -49.8 -61.6 10 44.0 -47.9 G -57.5 20 41.2 -45.1 -51.9 50 39.2 -43.1 I -47.9 100 34.3 -38.1 J -38.1 500 EXPOSURE "D" MULTIPLIER MEAN ROOF HEIGHT FACTOR LESS THAN 15' 1.47 ON LEFT QIGk- T 5 .. . _i .... THESE PLANS AND ALL PROPOSED VMAaC ARE SUBJECT TO ANY CC''RRECTION$ R!70UIRED BY r'IELD IFnS['EC7YORS THAT MAY BE NECESSARY IN C%RDrH To COMPLY WITH ALL APPLICAGLE Coaft CONCEAL uAwmmVAcWNT9 IAREN RESPUNSIM 4E 10f C9111RIR;i OF TERMITE TREATMENT REQUIRED ELEVATIONS 1/4" = I'-0" ACU A.F.E NAVD88 QEAQ 5V-CRIMP METAL ROOF 11F FP2ONT FACIA 4' CONC, SLAB 1� GRADE— -: "I III. i_CLEL CONT - �, III-:R1 -,1 FILL 4 CONC. FOOTINGL/ W/(2)>z5'S CONT. CONCRETE »JF���--0OTING AT ENTRY 5V-C2IMP METAL ROOF OVER 30# FELT OVER 19/32" COX PLYWOOD SEE ROOF NAILING ZONE AND ATTACHMENT DETAIL "SIMPSON' HETA20 AT EACH TRUSS TO BEAM WAI2)� 100 X 1-1/2 SEE SOFFIT E FASCIA DETAIL 7/8' P.C. TYPICAL E CONCRETE BLOCK EXT, WALLS W/<I) tt5 VERT. AT 4' O.C. E EA. SIDE OF EA. OPENING IN BLOCK WALL E ALL CORNERS AND CONT, FROM FOOTING TO BEAM OVERLAP ALL REBAR ENDS 48 BAR DIA. (MIN.), PROVIDE CONTINOUS LOAD PATH FROM FOOTING TO TOP OF BEAM CONCRETE FOOTING W(4)#5'S CONT. (2) AT - TOP AND (2) AT BOTTOM 12 IT 4 ENGINEERED ROOF TRUSS AT 24' O.C. 000 30 INSULATION AT BOTTOM CH i CHORD AT 8' O.C. AND CONTINUOUS AILED WR3) 8D lkZ COMMON EA,TRUSS 1/2" DRYWALL CONCRETE "U" BLOCK W/(D a5 CONTINUOUS USE CONCRETE LINTEL ABOVE ALL WINDOWS AND DOORS TIHRU BLOCK WALL VERT TO T.O.B. 1/2' DRYWALL OVER R-4.5 FOIL OVER I" X 2' P.T. FIR OVER CONC. BLOCK CONC. GRADE N,COMPACT TED FILL BOTTOM CHORD OF TRUSS METAL TOP PLATE SCREWED TO BOTTOM CHORD W/(2) ttl0 X 1-1/2" WOOD SCREWS AT 16" O.C. I/2" DRYWALL /2" DRYWALL 2" X 476" METAL FRAME AIR CONDITIONED LIVING AREA AIR CONDITIONED ATTACH METAL BOTTOM PLATE TO STORAGE SLAB W/(2)-1/4" X 2" POWDER ACTUATED METAL PINS, "HILTI" OR EQUAL BOTTO T 16" O.C, PLATE 4" CONC. SLAB 4" CONIC. A.F.E NAVD88 SLAB �•• .2-tt5'S CONT CONIC. FOOTING DETAIL AT STORAGE N.T.S. 6 A.F.E. NAVD88 TYPICAL WALL SECTION N.T.S. TYPICAL XTERIOR— WALL PAVER GARAGE FLOOR 16" X 18" CONC. FTNG. WA2) CONT. FOOTING AT GARAGE DETAIL N.T.S. B CONC. BEAM BLK. WAD $ 5 CONT CONIC. LINTEL WAI) $ 5 CONT tEACH ' CONC. COLUMN 5 VERT, (D COL. WAY, TYP. . CRS. E CONT. 8' X 8" CONC, COL. EA. WAY WAD tt5 VERT. E CINT LAP ALL BAR ENDS 48 BAR. DIA. MIN. 30" X 30" X 16" CONC. FOOTING PAD WAD a5'S ^EACH WAY, BOTTOM AT 12" BELOW GRADE, MIN. LANAI COLUMN DETAIL —o EASE m PAVER LANAI 1 MIP DW LANDING ENTRYlb -$-4" 4 LINTEL SCHEDULE HIGH -STRENGTH PRECAST AND PRESTRESSED LINTELS MANUFACTURED BY CAST-CRETE SAFE APPLIED SAFE APPLIED Ltt GRAVITY GRAVITY UPLIFT UPLIFT BEAM KEY LENGTH TYPE LOAD LOAD LOAD LOAD COMPOSITE LI 2-10, PRECAST 6113 < 800 4460 < 400 8FI6-IB/IT L2 4'-O" PRECAST 6113 < 800 3079 < 400 8FI6-IB/IT L3 5'-4' PRECAST 5365 800 229C 400 8FI6-IB/IT L4 10'-6" PRECAST 1533 < 800 914 < 400 8FI6-IB/IT I. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND ENTIRE HOUSE PERIMETER INCLUDING CHANGES IN BEAM ELEVATION, ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS 2. CONCRETE FOR COLUMNS AND BEAMS SHALL HAVE 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS 3. A SINGLE FILLED CELL IS REQUIRED AT EACH SIDE OF EACH OPENING AND AT 6 FEET ON CENTER 4. 4 INCH MINIMUM BEARING IS REQUIRED FOR ALL LINTELS WHEN FILLED. LENGTH • OPEN SPAN PLUS 8 INCHES TOP BOTTOM REBAR TO BE tt7 WITH STIRRUPS, SEE DETAIL BELOW A REVISION 9/25/2013 LANDING I TOE � �� EUN MEMO RECESS SLAB 19� X.CC DANCE WITH THE FLORIDA FOR S.G.D. TRAGIC I non CODE, O WALL LIVING An -Q" 31NG FINISHED FLOOR 6A.F.E. NAVD88 FOR DOOR SILL d -$O O ll PLUMBING 0 �s • GARAGE MI 18, I�A PAVERS FLOPE I" FOUNDATION PLAN 1/4" = 1'-0" * 4"CONC.SLAB W/6' X 6"-10,10 W.W.M, OVER 6 MIL. VISQUEEN OR EQUAL OVER CLEAN COMPACTED NON ORGANIC FILL TO 95% DENSITY * SOIL BELOW SLAB TO BE TERMITE TREATED PRIOR TO SLAB POUR * 250OPSI MIN CONC W/VAPOR BARRIER ALL FOOTING DESIGN BASED ON 2500(ASSUMED) PSF SOIL BEARING CAPACITY, CONTRACTOR TO VERIFY. PROVIDE MIN. 3/4" RECESS AND/OR SILL FOR ALL DOORS TO EXTERIOR.(INCL. GARAGE) LED FASTENERS OR ATTACHM THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD :E PLANS AND ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS UIRED BY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO IPLY WITH ALL APPLICABLE CODrA. TERMITE TREATMENT REQUIRED cn 2' X 4' METAL L3 M )N 9/25/2013 IG LIVING I LI -33 L NDI Glul I J I� �-- \/I o o I IDW — op I 12 GLASS ON _ w = KNEEWAU_ O w0 X I KITCHEN O or2 FS Es= I O - 8'-31 1 BATH 2a6a AI 2868 AIR A DRAIN COND. UTLTY —� W/D I j _—_--___ `L T.L.WH 1 _ _ 12 - _ _ - 30686.0-17 ARC�NVA ' STEP>< 6' METAL F RX ME R-19 INSU.. 7,_ DEN ' h @S o ° ENTRY FOYER 0 LANDING ' 2868 S 15' TLC. _ _ ATTIC 7 15' 1 ACCESS 1 ;0 (3) D.B. L Acesl�_ — — _J 1M,BT OWIC� 0 2868 L2 MASTER BDRM N ROOF FLOOR PLAN 1/4" = 1'-0" CONCRETE BLOCK EXTERIOR WALLS WITH TYPICAL STUCCO FINISH Li ILI I <3 ILI 1 12" ROUND AUGER PILING W/ STEEL 6" X tt3 SQUARE CAGE, (4) tt5'S HOOPS AT 12" O.C. ARRANGED INSIDE VERT. SQUARE HOOPS AND WIRE TIED LET tt5 VERT. CAGE STEEL (4), RUN "WILD" EXTEND VERT STEEL (4 36" ABOVE AUGER CONC, \-3" MIN. CONC, COVER POUR, USE SOOOPSi CONC. TOP VIEW AROUND ALL REBAR LET tt5 VERT. CAGE STEEL (4), RUN "WILD" EXTEND VERT STEEL (4) 36" ABOVE AUGER CONC. POUR, USE 3000PS1 CONC, tt5 HOOKS, LAP BAI ALL (6) 48 BAR DIA.(M AUGER ENDS 6' CONIC. SLAB W/a5'S AT 12" O.C, EA.WAY 12' ROUND AUGER PILING W/ STEEL CAGE, (4) tt5'S ARRANGED INSIDE SQUARE HOOPS AND WIRE TIED ~ I II II {I 6" X tt3 CIRCULAR L Z I1L/�ILJ--H OOPS AT 12' O.C. n VERT. N CONCRETE AUGER PILING DETAIL TYPICAL CONC.``) FOOTING, SEE OTHER DETAIL Ew DESIGN BY- R.J. SULLIVAI DWG. 9Y- L N O\ W w 6 Q J LL n Ilk Q C_7 Q D �00 W W N 0 W LA AO \� ti O J > W Q Q '� # / m m 0 / THESE PUBIS HAVE Kt%i REMEND Lu D � 0 / I IN AtCDBM VffH THE FLAAIDA = UJ / BUILDING com z Q o O l w 7,1(nd / � I TWESE PLANE ANO ALL-ARAPA$ED WORK ARE SUBJECT TO ANY CV iORRECTIONS / pFOUIREO 9Y Fi�L.O itdS,�ErTOR$ THAT O MAY BE NECESS ARIN 011DER TO — —G� COMPLY WITH ALL APPL!CA©LB GOUFS AUGER PILINGS I 8" X IT GRADE BEAMS (TYPICAL, SEE DETAIL I I W/(2) u5'S AT BOTTOM (TYPICAL) I �I I IIIIEiIE�Pi�I81U�'4fTf�E I �]�AAIBOfR�CQCC cl) c''' ' Lo ur d' I � o O / _ I C9 TERMITE `PAfiEr�11 �j TREb iREQUiRED II W Q (> O Li t w0 0 0W _ O / O u- -10" m AUGER PILING PLAN 114" = 1'-0" (16) AUGER PILINGS JD / o. c: f/- coro 3 a 5 ELECTRICAL NOTES *200 AMP SERVICE *SMOKE DETECTORS AS REQUIRED *CARBON MONOXIDE DETECTORS AS REQUIRED *FIELD VERIFY RECEPTACLE LOCATIONS *ALL BRANCH CIRCUITS THAT SUPPLY 120V. (A)SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS AND AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.128)) (B)TAMPER RESISTANT RECEPTACLES (NEC 406.I1) ARE REQUIRED IN DWELLING UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V. 15 AND 20 AMP RECEPTACLES *RECESSED LIGHTING FIXTURES MUST COMPLY WITH FLORIDA ENERGY CODE 606.I.ABC. 1.2.4. PRODUCT APPROVAL (TOTALLY ENCLOSED) 2' VTR. KITCHEN \ 2• 2' VTR. JL WASHER 1 z 2' LND12Y \ 2' 2' VTR. WC F M.BATH SHOWER �J 2" LIAV Iu 2' y 3 \ I 13' 2' VTR, JL 2' LOAD CALCULATIONS RESIDENTIAL 200 AMP ELECT. PANEL 240- IC 3W CIRC. DESCRIPTION VOLT SIZE WATT 1E SIZE 1.2 AC/AH 240 60 12,000 6 3A DEMAND W/H. 240 30 17,000 IO 5,6 OVEN/PANGS 240 50 12,000 6 7,8 DRYER 240 30 I1000 10 9 LIVING I2M. 120 15 1,500 14 10 MASTE32 BEDRM. 120 15 1,000 14 II OTHER BEDROOMS 120 15 L000 14 12 DINING RM. 120 20 1,000 12 13 LAUND13Y/WASHER 120 20 11000 12 14 KITCHeN 120 20 2,000 GFI 15 GARAGIE 120 20 1,000 GFI 16 BATHROOMS 120 20 1,000 GFI 17 SPARE AC 120 20 1,0001 12 FIRST 10,000 - 10,000 52,500 WATTS REMAIN, 42,500 AT 40% - 17,000 TOTAL 27,000 AMPS - 27,00.0/240 -112.5 AMPS USE 200 AMP. SERVICE N.T.S. 4' 4' 4' C/O TO APPROVED SEPTIC SYSTEM INC Y BATk12 SHOWER 2. / / BALCONY/ 40 SO FT HVAC PLAN 1/4" = I'-O" PROVIDE BALANCED AIR RETURNS IN ALL UNIT BEDROOM CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORt1 I THESE PLANS HAVE Ba"N RED 33 IN ACCOWNCE IMN THE FLORII BUILDING CODE THESE PLANS AND ALL PROPOSED ARE SUB ECT TWORK O ANY CORRECTIONS RI1QUIRED BY FIFSLD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ELECTRICAL LEGEND 1/2 ON SWITCH 110 V. RECEPTACLE 110 V. RECEPTACLE 220 V. SPECIAL PIRPOSE OUTLET FLOOR OUTLET QPENDANT LIGHT WALL MOLNT LIGHT FIXTURE IIOV FOR FIX'RRMITEETCJ RECESSED LIGHT ® EXHAUST FAWLITE COMBINTION ® EXHAUST FAN CEILING FAN y�[ CEILING FAN W/ LIGHT rJ SINGLE POLE SWITCH S3 DO BILE POLE SWITCH p{ 220 V. DISCONNECT ® SMOKE DETECTOR ® CARBON MONOXIDE ALARM �Q FLOOD LIGHT DOOR OPB.ER FLUORESCENT LIGHT ® ® FlJ.IORESCBN7 LIGHT 019--1 ELECTRICAL PANEL 0 ELECTRICAL METER FEY TELEVISION JACK (CABLE d PHONE JACK G DOORBELL/GARAGE DOOR BUTTON �I}I CHIMES ® SPEAKERS GFI GROUND FAULT INTERRIPT WP WATERPROOF ELECTP I C RISER NOT TO SCALE ELECTRIC METER O BY F.P.L. BY F.P.L. 3#2/C.U.IN 2' DIA. AMP PANE 200 AMP 200 AMP, IPH., 3W., 115/230V FLUSH MOUNTED NEMA I W/200 AMP MAIN BREAKER (30 CIRC.) 30AMP (3) u2/0 THHN-CU IN 2' CONDUIT 44 SOLID OR STRANDED CU. GROUNDED TO (2)u5 REINFORCING BARS AT FOUNDATION BASE 2 GRND.RODS u 6' APART U2/0 ELECTICAL PLAN 1/4" = 1'-0" PER 2010 N.E.C. AC#2 DESIGN BY- ..J. SULLIVAN DM Sri ftad Jea&m W H to 0 r (" m Z ILL m rn Q J o 5 a H co LLl W d C4 0 W J % W Q ON ON O U) # < UVLL =cU)~rn 0 =Loj 11 I I U) oL N 12 DI O LL m j O WWU o W � LLI OC z00 J O( Z V cf) N q V co 11 5 BEARING HEADER SCHEDULE SIZE SPECIES NAILING OPENING JACKS FULL STUD (22X6 SPF STAGGERED 12"OC 16D UP TO 3'-11 (1) (1) (2)2X8 HEMP FIR STAGGERED 12"OC 16D 4' TO 6' (I) (1) HEMP FIR STAGGERED 12"OC 16D 6'-1 TO 8'-6 (2) (1) r(2)2XIO 2XI2 HEMP FIR STAGGERED 8"OC 16D 8'-7 TO 16' (2) (2) NON -BEARING HEADED SCHEDULE SIZE SPECIES NAILING OPENING JACKS FULL STUD (2)2X4 SPF STAGGERED 12"OC 16D UP TO 3'-11 (1) (D (2)2X6 SPF STAGGERED 12"OC 16D 4' TO 9'-8 (1) (1) HEADED 4124 2' I' MIN FROM EDGE 4AX 12' MAX METAL NEL FILLED BLK. 2'X8' P.T. DOOR BUCK CELLW/Itt5 TUCCO ATTACHED W/1/4' X 4' STUCC TAPCONS•6 EA.END. E 1'X2" P,T. I'X2' P.T. vI8' O.C(SNGL.LEAF) FURRING FURRING E *12'O.C. (DBL.LEAF) I/2' DRYWALL P.T. WINDOW BUCK I/2 CC t BRICK ATTACHED W/I-I/2' 'T' ATTACHED >.4 MOULDING .:-. NAILS a 18'O.C. VERT HINGED SWING _ 2X6 FIR, DOOR FOIL \DOOR WINDOWA F WINDOW FRAME I'X2' P.T JAMB ATTACHED I/2' ATTACHED CONC, FIR STRIP DRYWALL /tt10 X 3' WOOD SCREWS BLOCK THRU WOOD •6' EA.END E 16 O.C.(SNGL-LEAF) TYPICAL WINDOW BUCK W/1/4' X 2-1/4 CASIN E 12' O.C.(DBL.LEAF) STUCCO TAPCONS, FILL ALL HOLES MIN. EMBED 1-1/4' ING DOOR ATTACHMENT DETAIL 3/8' CONT. BEAD OF CAULK 3/8' CONT. BEAD OF CALL. TACK BEDDING) It•D SHI BACK BEDDING) BB41 D BUCK ID TO PREVENT LIQUID PASSAGE TO PREVENT LIQUID PASSAGE 1/47 (MAX) SWI TYP.ALLMWIf�DOW SET FLANGE IN CO IT, NO SET FLANGE IN CONT. BED OF CAULK WINDOW BED OF CAULK A /4' MAX SHIM ENTIRE FACE OF SHIM _ RESISTANT SILL CCRROSISCREWS ENTIRE FACE OF BUCK PERIMETER CAULK INSTALLED AS SPECIFIED PRECAST IN WINDOW MANUF. PRODUCT APPROVAL PRE-CAST CEMENT! P.T. IX WOOD BUCK TO _ SILL rE BEYOND INTERIOR FINISH FACE OF WINDOW OR S.G.D. SCREWS SUPPLIED BY TYPICAL SIDING„ S.G.D. MAM.F. INSTALL OT_m DET AS PER MANIP. INSTRUCTICNS� --Q-19 INSLL LINER 2X6 HEADER JACK SEE HEADER FOR DETAILS S.G.D.JAMB ATTACHMENT DETAIL TagullwWWWRINNIEMMAREVIVIED ih► Bu CONCEALED FASTENERS OR A I IAMENT ARE /� /�THE RESP,ON8181LITYOF TI;E �1�717!{IlYl OF9G7 OIW PERIMETER CAULK /7 DRYWALL CEN,ENTICL.IG CONCBLKEXT. ATTACH AS PER MANUF. FINISH - ALL W/1=5 VERT PRODUCT APPROVALS - - AS IN FLOOR PLAN ATTACH P.T. BUCKS TYP. ALUMWINDOW - W/.099 X 1-1/7 NAI - AT 17 O.C. 01 S.G.D. JAMB - - TYPICAL WINDOW E SGD JAMB DETAIL AT C.B.S. WALL TYPICAL PRECAST CONC. SILL DETAIL NOTE GLMIABI.E SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5 NOTE, GLNJABLE SEALANTS SHALL COMPLY WITH ASTM C 920 CLASS 25 GRADE N5 OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION 2703.8 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL (2) 5/8" D. WEDGE BE APPLIED SHINGLE -FASHION IN A MANNER TO ANCHOR MOUNTING PREVENT ENTRY OF WATER INTO THE WALL PLATE TO BILK. WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING BOTH SIDES STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH 1/4" X 4" ALUM AAMA 711. THE FLASHING SHALL EXTEND TO THE MOUNTING PLATE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED W/1/4" FILET WELDS CORROSION -RESISTANT FLASHINGS SHALL BE ALL EDGES INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: I. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW 1/4" X 3" FLAT AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH STRAP, BOT OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT SIDES OF PLATFORM EXTERIOR WINDOW AND DOOR OPENINGS SHj4LL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS, 36" X 36"X 1/4" 1.2 THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. ALUM, AC 1.3 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR PLATFORM FMA/WDMA 250. 14" FILET WELDS 5/8" D. WEDGE 1.4 IN ACCORDANCE WITH THE FLASHING METHOD OF A REGISTERED DESIGN PROFESSIONAL. ALL EDGES ANCHOR AT 6" O.C: 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR PLATFORM TO BLK.WALL STUCCO WALLS, WITH PROJECTING LIPS ON 80TH SIDES UNDER STUCCO COPINGS. TYPICAL IMP METAL 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. FOOTING PANEL 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME C0NISTRUCTION. PLYWOOD I. AT THE EAVE, RAKEAND RIDGE, FASTENERS SHALL BE LOCATED NOT MORE THAN 3' AWAY FROM THE PANEL END. 2. THE LEADING SIDE EDGE OF THE PANEL SHOULD BE THE SIDE WITH THE ANTI -SIPHON GROOVE, EACH PANEL SIDE WILL OVERLAP THIS CHANNEL TO PROVIDE A CAPILLARY BRAKE. 3. tt9-15 X 1-1/2' SELF DRILLING CORROSIAN RESISTANT FASTENERS W/ SELF SEALING WASI-ERS AT 12' O.C. AND AT 12"O.C. IN THE CENTER HIF THE PANEL AT THE IGH POINTS OF TI-E PANELDRIBS.4.T ICULAR TO THE ROOF SLOPf- ON THE HO E PANEL WIDTH FASTS E9 SHALL BE SPACED AT 12' O.C. TO THE CENTER RIB, THEN 12' TO THE NEXT, PERPENDICULAR TO THE SLOPE, THROUGH THE OVERLAPPING PALL. THE FLAT AREA OF THE PANEL AS SHOWN IN THE DETAILS HEREIN. 5. THE PANELS FASTENING PATTERN AT THE INTERIOR OF THE PANEL, SHALL BE IN ROWS SPACED 12" O.C, RUNNING PARALLEL TO THE SLOPE OF THE ROOF. FL 46931-RI PNEUMATIC FASTNER SCHEDULE I.) PNEUMATIC FASTNERS SHALL BE 'HILTI" COIL NAILS, TYPE CRF 1120. 1-1/2' LONG BY .120 DIAMETER UNLESS OTHERWISE NOTED. 2.) FASTNERS OF EQUAL LENGTH AND DIAMETER MAY BE SUBSTITUTED FOR THOSE SPECIFIED. LOCATION NAIL SIZE MANUF. MODEL sx SPACING/ REMARKS PLYWOOD WALL 2-3/8" X .113 (34 DEG.) PRUDENTIAL SP812MS SEE DIAPHRAM SCHEDULE SHEATHING BUILDING MAT. PLYWOOD FLOOR 2-3/8" X .113 (34 DEG.) PRUDENTIAL SP812M5 SEE DIAPHRAM SCHEDULE SHEATHING BUILDING MAT. PLYWOOD ROOF 8D COMMON COATED PRUDENTIAL SEE DIAPHRAM SCHEDULE SHEATHING BUILDING MAT. 1" X 2' FURRING .099 X 1-1/2' SM INTERNATIONAL 422428 16" O.C. STRIPS STAPLE WINDOW BUCKS .120 X 1-1/2' HILTI 12" O.C. GARAGE DOOR 1/2' X 5-1/2' RAMSET/REDHEAD 24' O.C. VERTICALLY BUCKS DOOR BUCKS 1/4' X 2-1/2' TAPCONS INTERNATIONAL STAPLE 8' O.C. SLIDING GLASS .120 X 1-1/2" HILTI 12' O.C. DOOR BUCKS ROOF BASE .120 X I" CENCO HJI5ATA 12' O.C. AT HEAD LAPS AND EVE EDGES SHEET GALVANIZED 24' O.C. AT EDGE OF VALLEY SHEETS DIAPHRAM SCHEDULE PANEL FRAMING DIAPHRAM Z NE I ZONE 2 ZONE 3 EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING BOUNDERIES REMARKS 100, IOD, IOD, IOD, IOD, IOD, IOD, BLOCKING ROOF APA RATED SHEATHING 19/32' 24' O.C. MAX. 6' O.C. 6' O.C. 6" O.C. 6' O.C. 6' O.C. 4' O.C. 4" O.C, AS SHOWN EXPOSURE I, OR EQUAL SPAN RATING 40/20 NOTE ALL ROOFING NAILS TO BE RING SHANK NOTE TO GENERAL CONTRACTOR- ALL CONNECTIONS IN CONTACT WITH ACQ MATERIAL SHALL BE HOT DIPPED GALVANIZED MINIMUM. NOTE TO BUILDER, BUILDER SHALL COORDINATE AND REVIEW ALL FINAL ARCHITECTURAL DRAWINGS WITH TRUSS MANUFACTURERS DRAWINGS BEFORE TRUSS MANUFACTURERS TRUSS ENGINEERING PACKAGES AND ACTUAL TRUSSES ARE PRODUCED. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RPOUIRED BY FIELD INSPECTORS THAT MAY13E NECESSARY IN ORDER TC COMPLY WITH ALL APPLICABLE CCCEN, TYPICAL EXTERIOR WALL 6' A.F.E. NAVD88 n e • TERMITE TREATMENT REQUIRED 6. AT WALL AND ROOF INTERSECTIONS. ALUMINUM QC MOUNTING PLATFORM 7. AT BUILT-IN GUTTERS. AT FINISHED FLOOR ELEVATION ATTACHMENT TO ALUMI DECK AS PER AC MA CONDENSER UNIT ALUMINUM AC PLATFORM, SEE DETAIL THIS PAGE WALL N.T.S. TYPICAL METAL DRIP FLASHING -I"X2" P.T. DRIP EDGE 2"X6" PRIMED R.S. FACIA TYPICAL WALL CONTRACTOR TO USE SEE WALL DETAILS 7/8" STUCCO OVER 3/8" HI RIBBED PAPER BACKED ETAL LATH OVER "TYVEK" W/I" PER F.B.C. 2514.3.5, THE CONTRACTOR SHALL SOFFIT E FACIA DETAIL INSTALL 6' X 24" SOFFIT VENTS ® 8'-O" O.C. N.T.S. SEtE ALL PAG�:S FOR STRUCTURAL DETAILS 140 M.P.H. WIND CODE APPLIES LANDING 4" CONC. SLAB •� — I CLEAN, TREATED COMPACTED FILL (2) RISERS AT 7" CEILING OR WOOD CONT. 25 GAUGE METAL STUDS AT O TRACKS TOP E BOTTOM 24' O.C. 25 GAUGE CHANNEL SHAPED STUDS AT 24' O.C. W/ 1/2' GYPSUM WALL BOARD APPLIED VERTICALLY E ATTACHED W/ I' LONG BUGLE HEAD SCREWS TO EA. SIDE AT 17 O.C. CONC. FLOOR SLAB TYPICAL INTERIOR PARTITION N.T.S. 2" X 4' TOP PLATE 2" X 4" WOOD STUDS '�AT 24' O.C. WITH 1/2" DRYWALL BOTH SIDES ATTACH 2" X 4" .BOTTOM PLATE TO FL. JOISTS WITH =10 X 4' WOOD SCREWS AT 4" FROM EA. END E 24' O.C., (3) MIN. ---FLOOR JOIST KNEEWALL DETAIL EA. BULLNOSE (5 ALIGNED (1) EA. SIDE OF STAIRS AND (1) AT MIDPOINT (1) TREAD AT 10" CONCRETE (1) LANDING STAIRS I" BULLNOSE USE 3000 PSI CONCRETE ENTRY L REAR STAIR RISER N.T.S. DESIGN BY- .J. SULLIVA DWG BY- 0"G:a6, Haim, W N d LLI O O J>�N W Q3: z o # U) 00 LLI U Uvu-o f- =Ln�o O'qU) d C� n O � "U O V d co �. m >� M z CD � WWU Lu OWz- c J ui 0 Z N (n r-r-10r`r` Go Ol J DZW C9 >Z<<o JWmC9H 5S% 5 _� A01 R 8'-1' \FLAT 8'-1 "❑ FLAT CLG. r 21' v�J E 8'-'Is'" FLAT CLG. 8'k1" FLAT CLG. 1 r cn i/� nin v A vim' 21' 6" cc), 8'-1" FLAT\CLG. J TRUSS PLACEMENT PLAN -CJ3 A14G A13G Al2 A11 O O o_ w N TRUSS HEEL 316„ I LIJIVIU CANTILEVER 12 TYPICAL OVERHANG / PITCH DETAIL -1 " PLATE HT. THESE PLANS HAVE E'LiN REVIEWED IN ACCORDANCE W H THE FLOMDA BUILDING CODE BRG POINT TRUSS CONNECTOR SCHEDULE residence TRUSS CONNECTOR CONNECTOR CONNECTOR TRUSS I.D. UPLIFT MFG QTY TO USE CONNECTOR UPLIFT FASTENERS PER STRAP THESE PL ONS AND ALL PROPOSED WOI IK FIFIQUIREM MAY BE BY FIELD INSPECTORS THAT LESS ARE THE RESPONSIBILITY Of THE COMPLY 1ITH ALL APPLICABLE DODU. CONTRACTOR Of RECORD Truss to Concrete < 1725 S 1 HETA20 1805 10-10d x 1-1/2 Truss to Wood < 625 U 1 RT7A 650 10-8d x 1-1/2 Connector Mfq U=USN, S=Simpson SIGNATURE ACKNOWLEDGES: Having used the Truss Loads (Provided by the Truss Manufacturer) for Design of Pertinent Components. No Responsibility is Hereby Assumed for the Dimensioning, Detailing, Fabrication Nor Installation of This Truss System. APPQOVED BY: JONN k-I. CQESVVF-LL, PE TITLE: ENG I NEEQ OF QECOQD APPQOVAL DATE *BUILDER'S WARNING* THIS IS A PLACEMENT PLAN FOR ENGINEERED COMPONENTS AS DEFINED BY WTCA 1-1995. DIAPHRAGMS HAVE NOT BEEN ANALYZED BY EAST COAST TRUSS. �c FOR ERECTION AND INSTALLATION OF TRUSSES FOLLOW INSTRUCTIONS ON THE BCSI-81 SUMMARY SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS �c BRACING 1.) FOR ERECTION BRACING FOLLOW INSTRUCTIONS ON THE BCSI—B1 SUMMARY SHEETS. 2.) PERMANENT BRACING FOR THE STRUCTURE IS THE RESPONSIBILITY OF OTHERS. 3.) INSTALL WEB BRACING AS STATED ON SEALED ENGINEERED TRUSS DRAWINGS. �c SEE FINAL ENGINEERING SHEETS FOR THE STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS PLIES AND THE CONNECTION INFORMATION. * OUR DESIGN DEPARTMENT MUST APPROVE ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ADVANCE. �c BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR DESIGN DEPARTMENT APPROVES THEM IN ADVANCE. �c ALL HANGERS ARE SIMPSON STRONG —TIE UNLESS OTHERWISE NOTED. INSTALL HANGERS ACCORDING TO THE CURRENT SIMPSON STRONG —TIE CATALOG. o HANGER SCHEDULE ALL 2x HANGERS HUS26 EXCEPT ARE SIMPSON AS NOTED NO HANGERS QTY = 0 HIPCATS 4 12 QTY = 8 ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS ECT EAST COAST TRUSS 5285 ST. LUCIE BLVD. FT. PIERCE FL. 34946 OFFICE:(772)466-2480 FAX:(772)466-5336 CUSTOMER: MEL—RY JOB NAME: ESPOSITO RES. ADDRESS: 208 NE NETTLES BLVD. CITY/COUNTY: ST. LUCIE COUNTY JOB#: 25591 MODEL: CUSTOM 1075 SQ FT DATE: 08/09/13 In accordance with the Florida Administrative Code 61 G15S-31.003 (3) (c), EAST COAST TRUSS is the "Truss Design Engineer". Trusses are designed in accordance with the Florida Building Code NOTE: By approving this Placement plan(s), signatured anywhere on this sheet, the customer or his representative acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer acknowledges that he/she accepts financial responsible for any repair engineering and labor required due to errors other than those of EAST COAST TRUSS signed date CODE: FBC 201 O/TP12007 ASCE 7-10 DESIGN CRITERIA — MAIN WIND FORCE OCCUPANCY CATEGORY: II EXPOSURE CATEGORY = D MWF SPEED: 170 M.P.H. BUILDINE TYPE: ENCLOSED MEAN HEIGHT: 16'-0" TRUSS SPACING 24" O.C. EXCEPT AS NOTED GRAVITY LOADS ROOF TIC LIVE: 20psf TC DEAD: 15psf BC LIVE: 10psf* BC DEAD: 10psf DUR FACTOR: 1.25 LOADS PER FBC & FRC * NON —CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20psf DEFINITIONS MWF = MAIN WIND FORCE C&C = COMPONENTS & CLADDING TOB = TOP OF BEARING TIC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD DL = DEAD LOAD # = POUNDS psf = POUNDS PER SQUARE FOOT CAUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE SPREADER BAR SHOULD BE AT LEAST 1/2 TO 2/3 IN LENGTH AS THE SPAN OF THE TRUSS BEING SET. REFER TO BCSI-131 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER NOTE: TRUSSES DO NOT (1/4" if plotted 18X24 DESIGNED BY: SJ J Q Z L.I_ 0 W 0— Q F-- t/) V) in LI..I J Z V) W C0 (/)