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HomeMy WebLinkAboutBuilding PlansREVISIONSI DATE MEMO SEEN- -min E MEN INEFE WNINIEI 011-0 KEY f=L AN [�)ESIGN CfRITE�ZASCOFE Or- UjofR< 6104 YrUCCA DRIVE FT. PIERCE, FL 3413K F1 UCourty NORTH Bui (dire Department Wind Denier Criteria Wind Design Method Roofing Material Loading in P5F Top Chord Live Top Chord Dead Bottom Chord Live Bottom Chord Dead TOTAL Load Duration Factor Wind Speed Top Chord C.B. Bottom Chord C.B. Highest Mean Heieht Bui Id ire Type Bui ldire Category Exposure Category Barrier Island Occupancy Type Construction Type Level of Alteration 5T, LUCIE 5T, LUCIE COUNTY A5CE 1-2010 Main Wind Force Res istire METAL Roof R.D.L. 20 15 4.2 10 Non-Goncurrent 10 3 45 1.2 1.25 110mph (3 SECOND GU5T5) Sheeting by builder. Sheeting by builder, 151-011 ENCL05ED II:Non Restrictive C � F C Y jjWR3"' R 5-5 CODE COMPLIANC11 ST. LLACIE COUN�TN' N/A AliBocc 31zN2z TO BUILD A 1-STORY C55 SINGLE FAMILY RE511DENCE _ •�- FBC MECHANICAL CODE 6TH (2011) EDITION FBC RESIDENTIAL CODE 6TH (2011) EDITION FBC PLUMBING CODE 6TH (2011) EDITION NATIONAL ELECTRICAL CODE 2014 EDITION Al COVER �514T / CODE INFORMATION 42 FOUNDATION/ BEAM f=L AN 43 FLOOR PLAN A4 ROOF PLAN /eTRAP 5CHDUL= 45 ELEVATIONS 51 UJAL.L. 5 CTIONS / D TAIL6 E1 ELECTRICAL PLAN/ PLUMBING RI&ER y /� • tYj `Ya V- PFt U z W w A z oil �NAM 4 W i++ N x°z U U � 0w N ) O t7��a � a I v �(P LLI W U ME me iF-- �I �I UI KING.9TON-RH-A W/PORCN OPTION Date: II-14-IS Scale: As -Alm Drawn: Ts 1*3 MASONRY TEXTURE OYER :ONCRETE BLOCK (3-COATS) GALVANIZED MALLEABLE CAP, THREADED 30M "J. COW, CLFS - 4"-3000 "i CONC. SLAB FIBER MESN IN CONC. ON 2" SCHEDULE 40 GALVANIZED STEEL PIPE, THREADED ; L 6 MIL VAPOR BARRIER ON HEIGHT VARIES COMPACT, POISONED SOIL LU/CiARAGE SLOFE _ —III —III L I —I 1—III—I I 2" CAST IRON FLOOR FLAtJCsE, THREADED ' I_I-1 I - " —I I 111=1 I —1 I 1=1 I IE ATTCHED HEAD UO SLAB WITH (4) 5/16 PIA X 2 114 --1 I IHEX— WATER HEATER OLLARD DETAIL NT5 v �— SEE FOUNDATION PLAN FOR CONC. PAD SIZE AND REI EMENT 2 GARAGE GONG. CURS DETAIL A2 � NTS To 8" EQUIP.k PAD-0" FIN. F R - I - a Al m ram 15UNKEN 5NOWER DETAIL A2 6C.". Kra G;ENEfRAL NOTES: CONC;T O NAL NO I 5- CO CfRET REVISIONS DATE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE. ALL CONCRETE SHALL HAVE CONCRETE SHALL BE NORMAL UEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS CURED FROM DATE OF POUR AS FOLLOWS: A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS CURED FROM DATE OF POUR AS FOLLOWS: FOUNDATIONS______—... 2,500 PSI FOUNDATIONS ._...._.,,. 2,500 PSI SLABS -ON -GRADE._._._.—. 3,000 PSi SLABS -ON -GRADE 3=0 PSI ]BEAMS 4 COLUMNS..._.... 3,000 PSI BEAMS 4 COLUMNS 3000 PSI LINTELS/ALL OTHER CONCRETE- 3000 PSI LINTELS/ALL OTHER CONCRETE.- 3,000 PSI ALL REINFORCING STEEL SHALL SE DEFORMED 5AR5 CONFORMING TO ASTM A615 GRADE (69. ALL REINFORCING STEEL SHALL BE DEFORMED EARS CONFORMING TO ASTM AroM GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM AT A185 AND SHALL BE LAPPED ONE FULL MESH PANEL ALL WELDED WIRE FABRIC SHALL CONFOW TO ASTM AT A186 AND SHALL BE LAPPED ONE FULL MESH PANEL u PLUS 2 INCHES AT SIDES AND ENDSt AND WIRED TOGETHER PLUS 2 INCHES At SIDES AND ENDSt AND WIRED TOGETHER `a"o CALCUIM CHLORIDE SHALL NOT BE ALLOWED AS AN ADMIXTURE. CALCUIM CHLORIDE SHALL NOT SE ALLOWED AS AN ADMIXTURE. N ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHI]BITED. ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHIBITED. "•y p GIs co ALL CONCRETE WORK SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ACI 315 AND ACI 30. 3 ALL CONCRETE WORK SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF AGI 315 AND ACI 301, xZsS. 0 THE MINIMUM CONCRETE COVER t0 REINFORCING SHALL ]BE A5 FOLLOWS: THE MINIMUM CONCRETE COVER TO REINFORCING SHALL BE AS FOLLOWS: S 'j' 04 � O SLABS ON VAPOR SLABS ON VAPOR BARRIER 3" %��j•••' ••• °''' BARRIER - 3" ,. *•, "� BEAMS AND COLUMNS 1-1/211 BEAMS COLUMNS 1-I/2 pit � FFORMEDCCONCRETE BELOW GRADE - 2" "�•u"rclrcmm:"°' FORMED CONCRETE BELOW GRADE 21' UNIFORM CONCRETE BELOW GRADE - 3" UNIFORM CONCRETE BELOW GRADE - 3" ALL CONCRETE FLAT WORK TO TERMITE TREATED ALL CONCRETE FLAT WORK TO TERMITE TREATED L i T L DE51rzN LOAD& - *'.0" 22'-W" F3 1'-4" 13'-4u r r1F16-18 .. .. L -i -- O ----- L -i O a F2 3S1 BF6- 8F1fi-1B1B Q I _ I FIN. PLR. I 8F16-1T -. V-2" 2,-T" 4'-8' V-Su 4'-8° 1'-& 3'-2" 4'-10" 4'-3" 3'-2" 'I 1 OF16-17 OBF16-1B I W14-IT O W14-18 u I I BFis-1T 08F1b-1 31 3/4' X 39 1/8" A. I AFis-tt Offt6-18 4 o. ., .. .. .. • .. •n 313/4" X 63 3/4" M.O. TS tm x e2" no. 37 3/4" k 63 • I FI — — I I I I FI I i 1'-b" F2 3'-2" 4" CONCRETE SLAB (3000 F'SI) W/ I • • '>. �. 6 x b x 10/10 WAUR OR FIBRE MESH OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER CLEAN, POISONED FOR TERMITES, COMPACTED (TO fl O " 2500 PSF OR "35% DENSITY) FILL. I a I A2 T m --J O IOunm--- 51 C4 4" _ 5'-I0" b '-2'a 1 b' 0" 12" •' L m ,�- Or -------- ---j 44 F1' 41 lie" X 82" MA. 4' FI I e • • •• (SEE 3�DIA2)� I • I O ffi8-IT 1:111 9 O ff,6-,B ' O � � 31 3J4" X 63 3/4" MA. Q °� • I ffi6-1T — — — — — — — m I I I I 3'-2" 5'_5u V-9" 4'_6u 4!-0" Y-4 • g"I e'-,3" I • 9 313/4" X 391/8' M.O. �q • O 2 ( A2 I a I 11/21, RAGE DOOR RECESS FI � L-------- — — — ----� i ;b ®SF20-IT (#7 Rmw) BF20-1B 2' 0" 161-0u 20'-0" 86-1 14'.0" 6 P r _0u 4'_0" EQUIP. PAD To � IN FLR _ m a 8" O- ff16-iT OF16-18 N s REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC BEARING: 30 psf LIVE LOAD (200 psf TOP CHORD) 10 psf DEAD LOAD (100 psf BOTTOM CHORD) UPLIFT: 26 psf MINUS DEAD WEIGHT OF BEAM (120 PLF) I. ALL LINTELS ARE: 8Fi6-i5/IT EXCEPT AS SHOWN. RECESSED LINTELS MAY $E USED FOR SPANS < 9'-O" 03'-W MAX. LINTEL LENGTH). 2. ALL LOADS ARE P.L.F. 3. ALL VALUES BASED ON MINIMUM 4 INCH BEARING. 4. LiNTEL DEPTH MAY BE INCREASED AS NEEDED TO FIT OPENING, NO ADDITIONAL REINF. REQ'D, LINTEL SCHEDULE SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 4 SAFE LOAD - POUNDS PER LINEAR FOOT LATERAL. TYPE LENGTH 8U8 BF848 8F12-0B 0-OB 6F24-08 8F28-OB 8F32-OB 8U8 8F8 REINF CMU* 8F8-18 BF12-1B 0-iB 8F24-1B 8F28-iB 8F32-1B tO 4'-6" 54" PRECAST ( ) 1599 ,969 2110 53 4576 5400 6224 592 591 1073 2189 4375 47 1436071116W8 8672 10294 11809 O 5'_10•(70� PRECAST 1062 1105 1173 90 2549 3009 3470 340 339 616 1451 2822 68 8038! 7161 8328T-6" (90"j PRECAST 743 tort n29 05 2sse 3191 36Bs 424 534363 1011 1729 98 5681 8467 6472 " 17'-4"(208' PRESTRESSED N.R. NR NR NRrNRNR NR NR N.R. 194 64 950 1849 2047 10'-6-(126") PRE48 CAST 475 535 1247 21632536284 401 1643 090 1052 153336434754NR NRNR NR NR1370 N.R. 284 91 2517 2712 SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS cqWr-4~m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE -iT 8fl2-1T 8F76-1T 8F20-1T 8f24 iT 8F28-17 8F32-IT u a� z w � a M. Z 4 V, a o N N Z u w� NC` qA U 0zu N Cy 0W 01 0 �a.4 u LENGTH 8F8-2T BF12-2T 8F16-2T 8F20-2T 8F24-2T BF28-0 8F32-Zr O 4'-6" (54") PRECAST 1207 2040 2707 3375 4043 4711 5379 1207 2040 2707 3375 4043 4711 5379 O 5-10"(70") PRECAST 909 1567! 2 2593 3107 3620 4133 929 1567 1 2080 2593 3107 3620 4133 7'-6°. (90� PRECAST 727 ta 1065old 1624al 2025 ig 24262827ow 3228 .rlr — 727 1224 1624 2025 2426 2827 3228 ! "- 187 263 ! 405 521 756 -4 (208") PRESTRESSED 87377 0) 192 306 506 740 v 1271 1473 ]638 10'-6"(126") PRECAST 575 916 1188 1736 2011530 695 1180 1472 2055 2346 239 334 52D 672 978 PRESTRESSED 24B 113114'-8"(176� 395 6fi3 980 1518 1734 ALL LiNTEL AND BOND BEAM REBAR TO BE 05 UNLESS OTHERWISE NOTED.Co NOTE: LOTT'S CONCRETE LINTELS MAY BE SUBSTITUTED FOR CASTCRETE LINTELS AS LONG AS THE LINTELS MEET THE GRAVITY AND UPLIFTS LOADS. 't � ® =PRE -CAST LINTEL z v E%%i l T*�'C f & f'o --q- D t S A 4.. BB-1 8F12-1B/1T BF16-1B/1T BF20-1B/1T ALL LINTEL AND BOND BEAM REBAR TO BE 45 tPdl-ESS OTHERWISE NOTED COLUMN 6C�4DULE C-i 811x8" CsROUTE) CELL W/145 VERT. C-2 80xl6" GROUTED CELL W/215 VERT. C-3 0 0 611 x 12" GROUTED CELL W/2-45 VERT. 0I VE) A 5C�4DUL MARK SIZE REIi-ORCEMENT REMARKS BOTTOM BARS TOP BARS 1-3 1-3 -11 811 X 8" X CONT --- I-"5 CONT. PERIMETER BEAM NOTE: AT INTERSECTIONS USE 1- "5 CORNER BAR 30" LONG, EACH WAY _ FOOTING SCHEDULE MARK SIZE (W X L) THICI4E65(T) REW-ORCEMENT REMARKS BOTTOM BARS TOP BARS 2.15 CONT. I-5 CONT. MONOLITHIC O Noll X CON . 1("1-05 CONT. --- THICKENED EDGE F3 3 -0I X 341 12" 5 REBAR 6 O.C. EACH WAY COLUMN PAD TOP AT Vol,BELOW FIN. FLR. nn> 1r!_ Cn Lu 4 KINGBTON-RN-A VPORCH OPTION Date: 11414-M Scale" As SHOWN Drawn: T5 REVISIONS[ DATE I SIDE VIEW FRONT VIEW DF,"' EfR VENT NIC,-4E DETAIL. N.T.S. ro P.T. 2Xro BUCK ATTACHED WITH 3/5"x3"SLEEVE ANCHOR BOLTS (1-1/2"EMB ) ON 11" CENTERS (2000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. OR 1/4"x3" TAPCON SCREWS (1-1/21' EMBED ON 14" CENTERS (2000 PSI MIN CON L M) OR ON CENTERS (C-SD BLOCK I- MN OD. 064ER5 FEQUIFW WNH TAPCONS. ANCHORS MAY EIE COUNTERSUNK (E5UT NOT REQUIRED) TO PROVIDE A FLUSH MOLNTING SURFACE. HORIZONTAL JAMBS DO!NOT TRANSFER LOAD. El aF] I-"S VERTICAL (TYP.) O.H. DOOR 1 OTL s O.N. GARAGE DOOR BUCK 3 SCALE: N.T.S. �1_mn P P 8" C55 WALL �• P P MIN, PX3" ° P.T. BUCK MAX. 1/4" O.H. DOOR WINDOW 1/2" DRYWALL PX411 PT. WRAP 3/16"x 1 1/4" TAPCONS FILL ALL 14OLEB PER MANUF. SPECS NOTE: PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING (PER FBC RESIDENTIAL R-103.4) TYf=. WINDOW SUCK DETAIL SCALE: N.T.S. - TL - - - MASONRY 6EAM (TYP) COV D PORCH a I V-1" STUCCO CLG. 3 T'-0. 41_2" I Q 8'-0" 8-01, 811_5tl 12 3" T -2" ® I I © I 8 O O &Oil NO it r - -I RO N BEDROOM 3 DINING DISPO KITCHNN 61.1" CLG. VAULTED CLG. 9 VAULTED CLG._ M. BEDROOM OBVy 0i TO on2" 0 IG'-4" 4" 111_I" - ,p t II 4" 1 p . p •,'_ q" y,l_8" 2p 811 TYP lN. WNY AHU is -----1-T- 1 ,. RA1 I LAV A 2068 P TRY FPL METE R - V-6_ I - 4" BATH 2 s'-I" CLG 2t368 Irq a I "- M0 I I TH a LTALT •A • 1111II r }-. - ,; Rom' 2868 _1 r pn = N ,1J GRSAT ROOM 3 1 WELL AC �- --- v ' VAULTED CLG. COMP• a ... � - . 16'-10" (TYP) � o I I ( SHWR • 8tl ,111 r 12'-4" 4" a 12'-IY/p _ 5'-10" tl 4,_�II R 5 _�q n b" " 1_m" •111 f " a Y W.I-V. At HOLDER • W.6 I e'•I° CLCi I a I' z ( L-- �o BEDROOM 2 nOIN - NUN 20® AMP 2 4 • � DRYER NICE (SEE D�L • • •"Tog • R-13 FOAM INSUL. (TYP a m W O SNTRY 2 _ N GIBER TRUSS " s'-I"STUGCOCLG. I • _=___=_ _- ® 22'- (EGRES N N IC ACCEt tl S',0 p 2'-0 811 �,_•tl • " 8 � GAIRAG� a ON y 1 m I I s I ... .o. 1 io *' JON so. -Oil REVIEWED LQQR FLAN CODE COMPI - SCALE: 1/4° = 1'-0° ST. LUCIE C( sccc ®-o I6" MAX. 161, MAX. w 1' oix, a ,•,,`ttt•eVptitlnWt6lt �u- 5/a" DRYWALL ATTAC3}/�,HED TO TRUSS WITH e�,S', - CV 1 1/4" % 8C M, 12" O.C. FIELD a • • Q ©e vJ b" O.C. 5UTT JOINTS CONT. 25 GAUGE METAL TRACK 7 TOP AND 5OTTOM W/ 1/2" DRYWALL BOTH SIDES (1) • 10 SMS • 24" O.C. NOTE: -x of WALL ATTACHED WITH @.• . 1 1/4" % SCRiEWB, 12" O.G FIELD 25 GAUGE CHANNEL SHAPED METAL PRIOR TO BUCK INSTALLATION e" oa. Eutt JOINTS stubs 24° OZ. APPLY A WATER RE51TANt COATING (PER FBC RESIDENTIAL R-103.4) "a„1h•%+*Y"P "hmm BOTTOMTR4CKATTACWWTO&LASWITH WOOD EASE 4 TRIM •161, O.C. EXTERIOR DOOR BUCK DETAIL e HILTI PINS .14s" DIA X I" LONG - _ FINISHED FLOOR A3 1. 2x6 P.T. ON SIDES OF MASONRY OPENING SCALE: N.TN. 2, FASTEN SIDES THRU JAMB 4 2x6 WITH 1/4" x 41/2' TAPCONS, 611 FROM T14E TOP A WALL 4 BOTTOM 4 Ito" O.G. BETWEEN. A SINGLE 3 TYP. P. NON -BEARING WALL DETAIL ROW FASTENERS IS ALL THAT IS ty REQUIRED. U Aar 3. FILLED CELLS ON BOTH SIDES OF SCALE: N.TS. OPENINGS ONLY ONE SIDE REQUIRES M I +5 VERT. EN A�L N T 5 y 01. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT w THE INSTALLATION OF ALL NEW WORK, IF DISCREPANCIES ARE DISCOVERED, DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO THE APPROVED DOCUMENTS. N 02. ALL CONSTRUCTION SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL CODES AND APPLICABLE AMENDMENTS ( LATEST EDITION ). 03. THE CONTRACTOR IS RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL W AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. 04. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER WHAT U DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH ARE NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER TO OBTAIN SAME. O5, INFORMATION FOR THE BASIC LAYOUT OF THIS DRAWING WAS BASED ON EXISTING OR O FIELD DIMENSIONS (F. D. ). CONTRACTOR MUST VERIPI' IN FIELD ( V. I. F.) (� ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF ANY DISCREPANCIES. 06. THE CONTRACTOR / OWNER ( IF OWNER BUILDER ), IS SOLELY RESPONSIBLE*-- FOR I THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION WORKERS. 01. ALL WORK SHALL BE PREFORMED BY CONTRACTORS P05SESSING VALID CERTIFICATES OF COMPETENCY AND OCCUPATIONAL LICENSES, RECOGNIZED AND ACCEPTED BY THE LOCAL GOVERNMENT HAVING JURISDICTION, OR BY OWNER. O8. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED HEREWITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES AT THE TIME OF THE PLANS PREPARATION. NO WARRANTY EITHER EXPRESSED OR IMPLIED IS HEREWITH GIVEN. O9. CONTRACTOR / OWNER SHALL VERIFY ALL DIMENSIONS RELATED TO ANY PART OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING FABRICATED MATERIALS REQUIRED FOR CONSTRUCTION. _ 10. ENGINEER' S SEAL 15 FOR APPROVAL OF STRUCTURAL DESIGN ONLY, 11. ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH R308.4 12. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. (R302!11) C 13. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. (R302.122) 14. ALL TERMITE PROTECTION SHOULD COMPLY WITH R318 , PROPOSED HOUSE IN VERY HEAVY TERMITE AREA. 15. ALL LUMBER USED SHOULD HAVE QUALITY MARKS PER R31-1.2 16. TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLA65 MAT GYPSUM BACKERS. (R102.4.1 AND R102.A2,). z IN SHOWER SURROUND AREAS. cc 1-f WEATHERING IS NEGLIGABLI= 18. GYPSUM BOARD COMPLIES WITH FBC 102.3 - 5T. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT Mm j 9ZE MANUFACTURER am DESCRIPTION ATTACHMENT MEND TYPE, SIZE, SPACING, & BEEDWI T PRODUCT APPROVAL NUMBER BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURE 1 EXTOU DOOR METAL 192" X 84' CLOPAY N A 1/Y DU BOLTS 98', 45. 70' , 88° ABV. RECESS FL16546.6 +31.86/ -38.74 +36.0 / -42.0 2 DOERIOR DOOR OPAQUE FIBERGLASS 38" X 82' THERMATRU N/A 1 4" x 3 1/4 ' TAPCONS 6' FROM EDGES 12' O.0 FEW FL 20468.1 +35.96 -39.16 +50.0 -50.0 3 35 SINGLE HUNG 8100 PVC IMP 54' X 63' CUSTOM WINDOW SYSTEMS 5/16" LAMI 3/16" x 1 1 4 " TAPCONS , FlLL ALL HOLES FL16177.1 +36.17 -39.42 +70.0 -70.0 4 25 SINGLE HUNG 8100 PVC (IMPACT) E X 63 CUSTOM N SYSTEMS 5/16" LAM 3 16" x 1 114 " CONS FILL ALL HOLES FL16177.1 +36.55/-48.11 +70.0 / -70.0 5 25 SINGLE HUNG 8100 PVC (IMPACT) 38' X 63' CUSTOM WINDOW SYSTEMS 5/16' LAW 3 16" x 1 1/4 " TAPCONS FILL ALL HOLES FLl6177.1 +36.55f-48.11 +70.0 / -70.0 yCg 6 DQEERIOR DOORS GLAZED 9BERGLASS 2 38' X 82" THERMATRU 5/16' LAM 1/4' x 3 1/4 * TAPCONS V FROM EKES, If O.0 TIELD FL 20468.9 +34.26 -37.46 +50.0 -50.0 7 23 SINGLE HUNG 8100 PVC(IMPACT) 38' X 38 3 8" CUSTOM WINDOW SYSTEMS 5/16' LAMI 3 16" x 1 1/4 ° TAPCONS FILL ALL HOLES FLl6177.1 +37.79/ -40.99 +70.0 -70.0 Ul 8 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63" CUSTOM WINDOW SISIDVS 5/16" LAM[ 3 16° x 1 1/4 ' TAPCONS FILL ALL HOLES FL16177.1 +36.55/-48.11 +70.0 f -70.0 (�_ 9 23 RM) GLASS 83M PVC (IMPACT) 38' X 38 3/8' CUSTOM WINDOW SYSTEMS 1' 5/16' LAW 3 1 ° x 1 1/4 " TAprmllZ FlLL ALL HOLES FL16177.1 +37.79/ -40 99 +75 0 / -750 le PRODUCT MODEL I MM8)FACTURER ATTACHMENT METHOD PRODUCT APPROVAL BUILDING DESIGN PRQIUCT DESWY! 97E SPACING,ETC. NUMBER PRESSURE PRESSURE MULLIONS HURRICANE PANELS 6' SPAN OR MORE r� Fm_ `�J � tLi m C� Q J U- U Cu RGLASS REINFORCED SHINGLE, 6 FASTENERS PER CODE FL18355.1 -p (/ LAYERS STUCCO APPLIED TO MASONRY WALL :Z: }- LAYERS STUCCO APPLIED TO HIGH RIBBED METAL LATH NAILED TO TRUSS TAUS WITH 1 3/4' GUN NAIL OR STAPLE WALL LEGEND IIIIIIIilllllllllllllllllll � = • - - titttiT�tr�irttitititirtilit�Wt�titiTl411 INT. PARTITION W/ R-13 F•' • 4" OR 6" INT. PARTITION FULL I -EIGHT AREA ! CALCULATION5 KMGSTON-RH-A wmoRcl4 OPTION LIVING 1450 5F (11,601 CUBIC VOLUME) Date: II-14-M AF,A E 424 F Scale: Assi-m COYID PORCH I(00 F Drawn: TS ENTIR'�f 4a 5P 04 .� TOTAL 20F2 5 REVISIONSI DATE Ie 5C,4LE: 1/4" = 1'-011 I N ro- m TRUSS/ UPLIFT C CONNECTORDEVICE CONNECTOR ALLOWABLE NAILS-QTY. 4 SIZE PER REMARKS / MEMBER FORCE O LOAD VALUES CONNECTION (10d NAILS PRODUCT MARK/ID N ARE 1 1" LONG FOR APPROVAL SINGLE GEI MEMBER TRUSS E UPLIFT LATERAL LATERAL C LOAD LOAD TAPCONS - QTY 4 SIZE T PARALLEL PERPEND PER CONNECTION O TO BEAM TO BEAM RI2 BOLTS - QTY 4 SIZE PER CONNECTION TYPICAL UP TO SIMPSON 1-PLY TRUSS 1S100 1 O HETA 20 TRUSS 1,8100 3400 1100 8- 0.148 X 11/2" NAILS FL-11413 TO MASONRY IS SIMPSON HETA 20 2-PLY TRUSS 1,5100 3400 110" 8- 0.162 X 3 1/2" NAILS FL-11413 GIRDER TO WALL UP TO O SIMPSON LGT 2 20300 1000 1100 1(o - 0.148 X 3 1/4" NAILS 1- 1/4" X 2 1/4" TITEN FL-11410 20300 ADD 2 X 4 SCAB 12 LONG GIRDER TO WALL I P T O I SIMPSON FGTR 41250 4125" 1 ---- I _--_ I IS - SDS 1/4" X 3" 1 2- 1/2" X 5" TITEN HD 1 FL-11413 NOTE- ALL TRUSS TO TRUSS CONNECTIONS 51' TRUSS MANUF. 12 T�rf=IC;AL END DETAIL R-20 ICYNENE 'CLASSIC MAX' INSULATION W/ 'NO BURN PLUS' INTUMESCENT IGNITION BARRIER, FLAME SPREAD INDEX OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX OF 490 OR LESS COMPLYN63 UTN FBC 6T14 EDITION (2011) RESIDENTIAL CODE SECTION Ki16 AND TESTED PER ASTM ES4 AND Ill. 123. ­7 LIVING SPACE SIDE II II L—TOP CHORD OF TRUSS II I: INSULATION BAFFLE ATTACHED II SETUEEN TRUSSES II OR BUILDING II II WRAP STAPLED TO FACE, TOP, AND BOTTOM CHORD OF TRUSSES II I -LIVING SPACE SIDE II II II li BOTTOM CHORD OF TRUSS THERMAL 5EPARATION DETAIL BOCC WALL HT. LEGEND SI-1II AFF 3 1 2 j 3 ---------------� \ / -- \\ O \\ O \> O I O RIDGE <//OI 2 0 / O \ / 2 \ \\ I O / \ / __--- 3 I Q2 13 TYPIQAL 5/5 COX PLYWOOD DECKING NAILED TO TRUSSES w/6d RING SHANK NAILS, AS PER ZONES. ZM O &@ : 8d RING SHANK NAILS 0 Co.c. THROUGHOUT. ZQNE O: 8d RING SHANK NAILS 0 eo.c. AT EDGES. Sd RING SHANK NAILS 0 6"o.c. AT INTERMEDIATES. ROOF NAUNG ZONES S"P80N HM9KT— V (4) V4' DIA X I W" SDS SCRE'lll3 TO INTO TRIM AND (S) 114' DIA. X 2 1/4' TITEN SCREWS INTO SEM BOND BEAM — AT MAN SPA! TRUSSES WITH BOTH H M91CT CLIP AND HTS1116 NPLPT. WO LBO PI . 1W LOS F2 . 2W LOS SMIPSON NTSMI& STRAP UV (4) 1/4' VIA 2V TITEN SCIOWS INTO BEAM AND (S) Wd x 1-1/2'NAILS INTO TPLISS. SIDE VIEW AT JACK TRUSSES USE 4 "a 06 P1 6 LM OUTSIDE FACE F2 , 2W LSD INSIDE FACE M155ED ,ANCHOR DETAIL * p w a 04 N Ua W� dam' �WWk NEF Z C0 U 0� � Na 1 a v 11A CO GENERAL NOTE5: ROOF TRUSSES Ot I. ROOF LAYOUTS PROVIDED ON THESE PLANS HAVE BEEN USED FOR STRUCTURAL AND ARCHITECTURAL DESIGN. TRUSS MANUFACTURER 15 RESPONSIBLE- FOR THE FINAL TI;WSS LAYOUT, SPANS, AND ALL TRUSS/HEADER ENGINEERING. CHANGES TO THIS LAYOUT THAT AFFECT �� LIA STRUCTURAL OR ARCHITECTURAL DESIGNS AS SHOWN ON THI5 PLAN SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR H ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. } 2. WOOD TRUSSES SHALL BE FABRICATED BY A LICENSED WOOD Tf 65 LJ � FABRICATOR TRU55ES SHALL BE FURNISHED IN ACCORDANCE WITH Q DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA c-) J REGISTERED PROFESSIONAL ENGINEER TRUSS DESIGN SHALL FOLLOW �Z '4 LL_ THE SPECIFICATIONS AS OUTLINED BY THE "NATIONAL DESIGN c� U SPECIFICATIONS FOR STRESS GRADE LUMBER," AND ITS FASTENINGS BY Lu ;= v U AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION), AND 1-3 (L/ "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES," BY THE TRUSS PLATE INSTITUTE. L_" 3. THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF b d ll WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF THE ENGINEER AT ALL TIMES. KIN6sSTON-FJ4-A W/PORCH OPTION 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE TRUSS MANUFACTURER'S SHOP DRAWINGS. Date: 11-14-15 5. ALL ENGINEERED HEADERS AND METAL CONNECTORS BETWEEN Scale: As sHm MATERIALS SPECIFIED BY THE TRUSS MANUFACTURER SHALL BE SUPPLIED Drawn: Ts BY THE TRUSS MANUFACTURER 6, THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE TRUSS LAYOUT AND TRESS ENGINEERING BEFORE THE START OF TW55 MANUFACTURING. T. ALL UPLIFTS CALCULATED BY TRUSS COMPANY HAVE BEEN REVIEWED AND APPROVED. 44 SEE TRUSS MANUFACTURER'S SHOP DRAWINGS. TOP FIN. FLR tOP OF SEAM 12 O(ECf E95) O O SCALE: 1/4" = 1'-sail LCEMENTITIOUS MATERIAL ON CONCRETE BLOCK O(EGRE6s) IIIf SCALE: 1/4" = I'-011 MEAN ROOF HEIGHT TOP OF BEAM to 1 FIN. FLR. 12 CEMENTITIOUS MATERIAL ON CONCRETE BLOCK 5T. LUCK COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT REVISIONS1 DATE OPENING SCHEDULE: SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL SIZE MANUFACTURER GLASS DESCRIPTION ATTACHMENT METHOD TYPE, SIZE, SPACING, & EMBEDMENT PRODUCT APPROVAL NUMBER BUILDING DESIGN PRESSURE PRODUCT DESIGN PRESSURE 1 EXTERIOR DOOR METAL 192" X 84" CLOPAY N/A 1/2" DIA. BOLTS @8', 45",10' , 88' ABV. RECESS FL16546.6 +31.86/ -38.74 +36.0 / -42.0 m 2 EXTERIOR DOOR OPAQUE FIBERGLASS ' 38 X 82 THERMATRU N A " 1 4 z 3 1 4 TAPCONS 6 FROM EDGES, 12 O.0 HELD FL 20468.1 +35.96 -39.16 +50.0 -50.0 �°Ao "' 3 35 SINGLE HUNG 8100 PVC (IMPACT) 54' X 63' CUSTOM WINDOW SYSTEMS 5/16" LAM] 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 +36.17/-39.42 +70.0 / -70.0 4 25 SINGLE HUNG 8100 PVC (IMPACT) 38' X 633 CUSTOM WINDOW SYSTEMS 5/16' LAMI 3 16" x 1 1/4 " TAPCONS FILL ALL HOLES FL16177.1 +36.55/-48.11 +70.0 / -70.0 5 25 SINGLE HUNG 8100 PVC (IMPACT) 38' X 63" CUSTOM WINDOW SYSTEMS 5/16' LAMI 3 16" x 1 1/4 " TAPCONS FILL ALL HOLES FL16177.1 +36.55/-48.11 +70.0 J -70.0 6 EXTERIOR;�> TERIOR DOORS GLAZED FlBERGLASS 2 38° X 82' THERMATRU 5/16" LAMI 1/4* z 3 1/4 " TAPCONS 6" FROM EDGES, 12" O.0 FIELD FL 20468.9 +34.26/ -37.46 +50.0 / -50.0 ZQ I_ � . Co •'' 1 23 SINGLE HUNG 8100 PVC IMPACT 38' X 38 3 8" 1 CUSTOM WINDOW SYSTEMS 5/16' LAMI 1 3 16" x 1 1/4 " TAPCONS FILL ALL HOLES FL16177.1 +37.79/ -40.99 +70.0 -70.0 B 25 SINGLE HUNG 8100 PVC (IMPACT) 38" X 63° CUSTOM WINDOW SYSTEMS 5/16" LAMI / " " 3 16 x 1 1 4 TAPCONS FILL ALL HOLES,,",",,,,„e FL16177.1 +36.55/-48.11 +70.0 / -70.0 "" m�`•.P'RC 9 23 AXED GLASS 8300 PVC IMPACT 38' X 38 3/8" 1 CUSTOM WINDOW SYSTEMS 5/16- LAMI 3/16" x 1 1/4 " TAPCONS , FILL ALL HOLES FL16177.1 +37.79 -40.99 1 +75.0 / -75.0 METAL ROOF (TYR) 12 5 '-0 OH CEMENTITIOUS MATERIAL �N CONCRETE BLOCK EllC=l E LF ATf SCALE: 1/4'' = V_0II METAL ROOF (TYP) MEN FEE Ll Il 11.F CEMENTITIOUS MATERIAL ON CONCRETE BLOCK STUCCO BANDING (TYP.) ON CONCRETE BLOCK EXTERIM CK KAU ;I � GpATL4Ej a. I'll 6VIV5L°P'�Li Atp ', ".ET PT. VOW BYK OVM APR.Y AR00C �. , Al Wu RJ6 IN WOUt *V � JM71 tE 5EA. W rASi�t EXTM 6' ALL ' c; PR/A..GT AoPFi'Nae R o. OF THE AL .ALE X1.J LIQAD1Wl 876E F£11SRAP8 OJER TWTOOFtto 1` TOP IND OFF �7F P.T. )qOp r O ExifS2lOR P.°£E OP dicx Ar0'.6LL.. a" TO mAsctw IWAiLAMN 552JEWE 0 NOTE, IOR TO BUCK INSTALLATION ROTALL YA INi OR axF, FASpEx: P.3t cg2'JWLT PLY A WATER RESISTANT COATING At^PROYA! eVO':EAt. tXd OOGR igit}E TO R FBC RESIDENTIAL R-'103.4 AND P.T. i� 9= AM " �+!py LA4al'A114FORFLUVAPFLIEDI"&�'6) FFWTECTO LU1200 BY FROTECTO WRAP WINDOW / 20R OPENING WATERPROOFING NTS REVIEWED FOR :ODE COMPLIANCE 3T. LUCIE COUNTY Rocr 0 rTT1 W z A N W�[#1 W �C7U u aaa u Q%i - W co >LLJ } �m Ll n to z m ` C-6 i4 AFL KIW36TON-RH-A w/PORCH OPTION Date: II-14-19 Scale: A5a4ou.N Drawn: Ts REVISIONS DATE Npv�� d`\!'L 0� U z c� z w W -20 ICYNENE 'CLASSIC MAX' INSULATION W/ G1r NO BURN PLUS' INTUMESCENT IGNITION BARRIER FLAME SPREAD INDEX �J 12 OF 25 OR LE55 AND A SMOKE -DEVELOPED INDEX f A } OF 450 OR LESS COMPLYNG WITH FBC bTH EDITION (20M) RESIDENTIAL C4E, SECTION R3* r Dj AND TESTED PER ASTM E84 AND UL 123. FETAL ROOF ON PALISADE UNDERLAYMEM R-20 ICYNENE 'CLASSIC MAX' INSULATION W/X — MECHANICALLY FASTENED TO NO BURN PLUS' INTUMESCENT IGNITION BARRIER FLAME SPREAD INDEX D INDEX�T� W 't ^ 8d FJ4G W* NA12 (SEE %WA-4 FOR SPACING) 12 OF 450 LESS COMPLYING W FBC 6TW EDITION (22OF 25 OR LESS AND A 0 RESIDENTIAL CODE, SECTION R316 ON AFFFOVED, PRE D6 EERED AND TESTED PER ASTM E84 AND UL 123. N 12 METAL ROOF ON PAL SADE uNDERLAYrIENr WOOD TRJS,SES • 24" O.C. —_ —� 5 — METAL ! OM ON PALISADE UNDESLAY E NT " It ZQ z U STRAPS PER MECNATNICALL.Y FASTENED TO U OA U w + MECHANICALLY PASTIF Em TO CO HECTOR SCEDULE SO CDX PLYWOOD N 5 5/8" CDX PLYWOOD TOP CHORD l Sd RING %41K NAILS (SEE 5HEETA-4 FOR SPACING) r (7 g4 Bd RING SHANK NAILS (SEE SFWA-4 FOR SPACING) BRIDCtMG 1 EN2ACMG ON APPROVED, PRE ENGREEFED Q W ON Af PROVED, FRE ENGINEERED PER SHOP DRAWINGS WOE)TRMES • 24" O.C. WOOD 'IR 5E8024' OL. 0 � a U STRAPS PER TOP- V ��/• / �� 0 � � � a � u COMECTOR SSE LBRI CHORD v S TOP CHORD PER SHOP DRAIUMGS C CONNECTOR WAEDULE BRIDGING t 5R4CANG PER SHOP DRAWINGS SEE ELEVATIONS FOR WALL NTS. SEE ELEVATIONS FOR WALL HTS.OIL SEE ELEVATIONS FOR WALL FRS. "RAT RUNS- "RAT RUNS° °RAT "5" ®8'-0" (MAX.) 08'-0" (MAX.) *8'-0" (MAX.) 5/8" DRYWALL (CLG) 1 ,� . 3' 0" p_0" V METAL DRIP EDGE 5/8" DRYWALL (CLG) •a GALY. FETAL DRIP EDGE } GALv. METAL DRIP EDGE 1/2 P.T. NAILER ON 1 X 2 P.T. DRIP STRP I/2 P.T. NAILER ON I X 1 PJ. DRIP STRIP (3) LAYER OF STUCCO APPLIED :: t :: PROVIDE RREBLOCKING 1 X 6 FASGW PROVIDE FIREBLOC NG; TO HIGH RIBBED METAL LATH NAILED SEE ELEV,S ON I X 2 P.T. DRIP STRIP CANTILEVER ON SEE ELEV'S 2 X 6 FASCIA e n TO BOTTOM CHORD OF TRL48 W/ 2 X 6 FASCIA BB -I BB I 2" LATH NAIL (13/4" PENSRATKM 6" OL. I METAL LATH ATTACFEp PER F8G R103.11 W/ STUCCO FILLED W CO PSI GETOUT FILLED W/3000 P51 GROUT I fM15H SOFFIT (NO YENTUNG) PER As1M C�63 SEG.1.1013 I METAL LATH ATTAaED PER FBC R103.rJ W/ STUCCO • ' PETAL LATH ATTACHED PER FBC R103.1.1 UV 510000 • l0" 5 CORNER RETURN BAR 30" 5 o CORNER RETURN BAR FINISH SOFFIT AND SCREEN VENTS (SEE SHEET A4 FOR vIINT CALC'S) I FINISH SOFFIT (N41k1NTMG1 30" LONG,- EACH WAY) 30" LON :EACH WAY) IFJ-IB�It (SEE FOUNDATION PLAN FOR BEAM SGFIEDULE) I (SEE FdJNDatION PLAN FOR BEAM SCHEDULE) I m FILLED W/3000 PSI GROUT I I X 4 P.T. (TYP) I M-CAST LINTEL OVER OPENING I X 4 P.T. (TYP,) I PM -CAST LM1EL OVER OMM Cli (WA-0 5 ® CORNER RETURN BAR CURTAIN NAILER (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) CURTAIN NAILER —� 30" LONG EACH WAY) FRE-CAST LINTEL OVER OPENWJ (SEE FOUNDATION FLAN FOR LINTEL SCHEDULE) (SEE FOUNDATION PLAN FOR BEAM SCFEDUL.E) (SEE FOUNDATION PLAN FOR LINTEL SOIEDULE) I/2" DRYWALL ON I/2" DRYWALL ON — 1LL- MASONRY TEXTUM OVER 3/4" FURRING STRIPS APPLIED ON TOP WINDOW 3/4" FURRING STRIPS APPLIED ON TOP WINDOW —� CONCRETE BLOCK COL!PM (3-COATS) OF P RIGID FOAM BOARD W/ CONT. OF P RIGID FOAM BOARD W/ CONT. V TAPED SEAMS OVER VERTICAL I TAPED SEAMS OVER VERTICAL MAwWT COLUMN UV (U 5 YERi., 30" LAPS, (NOT REQUIRED IN GARAGE) POUND LONG (NOT REQUIRED IN GARAGE) Lu 10° HOOKS AT TOP AFb SMOM I I PRECASOINED CONS CNC OR® —u (SEE FOUNDATION PLAN FOR SPACING) I PRECAST LONG SUl PRECAST GGNG slu FILLED CELL V (1) 5 YW. , 30" LAPS, FILLED CELL WV (I) 5 VW., 3m" LAPS, 4"-3000 P.S.I. CONC. SLAB I " FIBER MESH IN CONE ON HOOKS AT TOP AND BOTTOM I I0" WOKS AT TOP AND BOTTOM (SEE FOUNDATION PLNN FOR SPACING) (SEE FOUNDATION PLAN FOR SPACING) 6 MIL VAPOR BARRIER ON I " x 12" THICKENEn WOOD BASE t TRIM WOOD BASE t TRIM COMPACT, POISONED SOIL EDGE I-5 CONTLTYP) GGNCr�TE HLOOC 13--COATS) MASONRY TEXII OVER IL N OR PAYER BRICKSI 4"-BOW P51 C ONGRETE 5LA8 —� 4"-3000 PSI CONCRETE SLAB CONCRETE BLOCK (3-COATS) RBER"IE51N IN CONCRETE ON �I FI5ERME5H IN CONCRETE ON �Z! Cn U 6 MIL. VAPOR BARRIER ON 6 MIL, VAPOR BARRIER ON >— LU CA COMPACTED, POISONED SOIL I �, COMPACTED, POISONED SOIL _ 7 I TOP OF SLAB TOP OF SLAB a FINISH GRADE _ — _ —° $ — — — ° _ FINISH GRADE III=III=III -1�= _ — __ I-F _ _III —III —III —I I_I=1—I°I , a III —I III —I hI I I-1-1 I 1=1 _III—III-1 I —I I_I 1-1—I 11= I ° d���- --I I I=1 I —I 1 ° ° ° ° ° ° -I COMPACT FILL TO MM. — — — — — — - _ — COhIPAGTFILL r0 MIN °III ---II=——--==�$MAX MOD-PRCciOR—I 1=111 s5K MAX MOD PROGT — I I 1=I I I=1 11=(I 1=1 DENSITY=I I=1 11=1 -1 I I-1 = =1 11=1 I I — 1=1 I =1 1=1 I I-i I= I I-111=1 I 1-111-1 I-11 I-11=1 I ICI I II I I: -_ 11= I 1=I I I=1 15=1i I I-111=1 I I: —III—III—= _ _—_—_--= I - SEE FOIANDATIGNJ PLAN FOR SEE FOUNDATION PLAN FOR — — — — — — _ SEE FOUNDATION PLAN FOR — — — — — — — — — — — — — — _ GONG. FoOrm s!zE AND REIFFOf�EI ENT 1=� _ _------ =---I 1=1 I 1=1 I 1=111=1 I 1=1 11=1 I I 111=1IM 11= GONC. FOOTMG SIZE AND REMF EMENT = _-- _ _ _ _ =—III-111=1 I —I I lal I 1-1 I I `I 11=1 I 1-1 I-1 11- GONG. PAD SIZE AND REINFORCEMENT =1 1=1 1=1 ! 1=1 1=1 -1 L I-1 11=1 1=1 1=1 1=1 11=111=1 11=1 11=1=1=1 1=1 I I-1 I I 1=1 11=1 11=1 11=1 11=1 —1 I I-1 1=1 1=1 11=1 11=1 I hI ----- =1 I I I I I_I I I-111_IIi-111— _I 911 1 I 1 1 I I— I I i I I I I I I I I-1 I I I� I i I I I I 1=1 11-1 I I I I 1—I 11=1 I II 11=1 11=1 I I�, I! =1 I I-1 11=1 I I-1 11=1 11=1 11=1 I I I I I I, I I 1-1 11-1 11=-! I I hI 11=1 11—LI 1=1 I I —I 11=1 !' � —III, I I_1=1 I I—III_I I I, I —III; I I 1=1 11=1 I I —I I I1; ,III i , I 11=1 I I-1I11=1 I I, i' 1—I 11— i I „I 11-1 I I— I i —1 III 11— -III11- ® ® CV 3 T-T-FIGAL FofRCH 5ECTION > sl SCALE: 3/4 - I'-0" 2 T-T-FICAL ENTITY 5ECTION 1 1„f,450N1<'%I' 1.U,4LL SECTION CJl SCALE:3/4. 1'-0" CJ1 I Q —1 SCALE: 3/4" • 1'-0" 9--6 Z Lu LU Z > � IL c j aQ)LL KINGSTON-RSN-A UbPORCH OPTION Date: a-I4-19 Scale: AssHOWN REVIEWED FOR Drawn: Ts CODE COMPLIANCE ST. LUCIE COUNTY ROCC h►yI6_7 1,21 `1 o I i 1 I � L U I Iff) I I •G; I b NTS NOTE: ALL SHOWER HEADS TO HAVE ANTI -SCALD VALVES NOTE: 5TUDOR VENTS MAY BE USED IN LIEU OF 211 V.T.R.'S / CDM LW BEP1M C15M LIGHT EEMMN 910000 BX AND 811= Bko AND i EDGE OF du EDGE OF "I i TO SEPTIC SYSTEM ELEISTR-1CAL SYM50L5 LEC;END 11g DUPLEX RECEPTACLE ® JUNCTION Box ® EXHAUST PAN ® 220V RECEPTACLE © TV JACK VP VAPOR FRDOF Ib SUNTCHED RECEPTACLE V PHONE JACK - PREUARE ONLY dlJd BOOR DUPLEX T�GEPTACLE _DOUBLE ROOD - SOFFIT MOUNTED / 1 0 \ CEILNG FM! CUTLET lJ \\ OUAPRUF'LEX RECEPTACLE UICdIU5E2CBTT FEOLFTT RXIUFE-CFRNWIiaN1ED / GPI GROUND FAULT INTERRUPTER WP WEATHERPROOF GROUND INCANDE6cLNT FIXTUI9 - CEILING MOUNTED GPI FAULT INTERRUPTER � \ SINGLE POLE SWITCH J� i r INGMIDE8CEN7 FIXTURE -WALL MOUNTED I y OEILMG FAN /LTgUTI 3 WAY SWITCH Y NIGH � \`_ / / HAT W/ RI HAT W/ iRIMrpL s 4 UMY BUATCH ELECTRIC GO. METER � [� ELECTRICAL PANEL II4, Lo DISCONNECT SUUTCH FLUOR LIGHT ® S%MEMI MIBd'CAFM9M1tO B ) PANEL ELECTRICAL LOAD CALCULATIONS CIRCUIT DESRIPTION CIRCUIT WATTS REMARKS POLE TRIP WIRE 1-9 LIGHT'S / RECEPTACLES 1 15 014 4,350 • 3 X Sr. /ARC FAULT 5,11 RANGE/OVEN 2 45 03 sow 10,12 APPLIANCES 1 20 012 3p00 GFI /ARC FAULT 13,15 WATER NEATER 2 30 M0 4500 14,16 DRYER 2 30 Mm SAW 11,15 COND. WIT 2 30 M3 ---- 2022 AINU. NEAT STRIP 2 60 % 10000 23 DISHWASHER 1 20 M2 1500 GFI/ARC FAULT 24 WASHER 1 20 412 IZ00 GFI/ARC FAULT 25 MICROWAVE 1 20 012 800 ARC FAULT 26 BATHROOMS 1 20 012 4500 (GR OUTLETS ONLY) 21 GARAGE DOOR OPENER 1 20 M2 150 (GFI OUTLETS ONLY) 29 KITCHEN 1 20 012 1,500 (CTFI OUTLETS ONLY) 2S REFRIGERATOR 1 20 012 800 ARC FAULT 30 DISPOSAL 1 20 M2 WO (GFI OUTLETS ONLY) 31,33 WELL PUMP 2 20 812 I)W 34-42 SPACE TOTAL LOAD: 3S,200 - 10,000 = 2B,200 IST 10 KWI 0 100% : 10,000 REMAINDER 0 40% 11,260 A/C 10000 0 100% : 10,000 TOTAL: 31)W + 240 = 13033 AMPS OVER14EAD SERVICE 2(4/0) ALUM. BE CAIBLE 1 (2/0) ALUM. SE CAESLE 2" CONDUIT PANEL 120/240 VOLT 200 A MAIN 1 5REAKER NOTE: INTERSYSTEM BONDING STRIP IS REQUIRED AT THE MAN SERVICE GROUND 04 C.U. CLAMPED TO FOOTMG REBAR AND C.W. PIPE CLAMP TO CLOSEST REBAR GFI OUTLETS PER PLAN 2PNF-NEMA 3R 240V A/C < MAIN DISC. 0 PANEL 42 CIRCUIT PANEL A/C RATED 100W W ALL WORK TO COMPLY WITH NEC AND LOCAL CODES CODE COMPLIAMor ST. LUCIE COUNTY BOCC NOTE: 1. ,ALL ELECTRICAL IN THE AREA OF CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2014 NATIONAL ELECTRICAL CODE 2. ALL C31=I RECETACLES TO BE TAMPER RESISTANT PER NEC, 2014, ARTICLE 406.11 3. PROVIDE ARC FAULT CIRCUIT PROTECTION PER NEC 2014 ARTICLE 210.12 4. PROVIDE TAMPER RESISTANT RECEPTACLES PER NEC 2014 ARTICLE 210 5. ALL IBATHROOM CIRCUITR"T' TO HAVE GFC1 PROTECTION PER NEC 2014 ARTICLE 210 .S If LL cc —JI y 0m CV Lit 0I N (3 CIO Lu z �- KINGSTON-RH-A W/PORCH OPTION Date: 11-14-n Scale: ASSHGUN Drawn: TS SCALE: 1/4" = 1'-0" W DATE FFL METER 8X4X4 14 CFM TRANE 5 KW HEAT 16.00 SEER A/H TEM6AOA24 COND 4TTR4025L 24,000 TC 18,000 SC AHRI# 7567540 cak. 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HANGER LEGEND LO _ D04 * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED 1 OTHERWISE + J5 CJ5 * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE O CJ3 CJ3 MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID IMPORTANT CJ1 CJ1 WIND ASCE7-10 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will a OCCUPANCY CATEGORY II Begin. For Your Protection Check All ar m ' ' ' a, ' 'S� WIND LOAD 170 MPH Dimensions And Conditions Prior To w w w w U C� U *TRUSSES HAVE BEEN DESIGNED FORA 10.0 PSF Approval Of Plan. BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH 14109' 161011 20' 0" ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE 5 0�� ROOF LOADING FLOOR LOADING BEEN ACCEPTED. ... .. . ... :..... TCLL: 20 PSF TCLL: PSF TCDL: 15 PSF TCDL: PSF BCDL: 10 PSF BCDL: PSF By _ Date TOTAL: 45 PSF TOTAL: PSF DURATION: 1.25 DURATION: CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS' MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. L WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. I BUILDER: SYNERGY HOMES RES: WARDWELL MODEL: KINGSTON-A ADDRESS: 6104 YUCCA DRIVE SPEC: CITY: PORTSAINTLUCIE COUNTY: ST LUCIE DRAWN BY: JIL JOB # : 2155938 DATE: 11/08/19 SCALE: NTS i REVISIONS: 1. 2. 3. R EWED; FOR 4. MPLIANCE BOCC FirstSoume 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475