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HomeMy WebLinkAboutBUILDING SITE PLANSK-19 FIBEK C-LA5511\15LILATION—� TIE BEAM 15 1 LI 13LK W/ 1 #7 CUNT. - U5E PKE-CAST LINTEL ABOVE WINDOWS AND EXTEKIOK DOOK5 BI-FOIL IN51.YATION 3/4" P/T FLIKKING5TKIP5 Y" GYP. BOAKD 9PEWALL 3 TAB A5P/RB 5HINGi E5 5-1 "NAIL5 PER 5HING-LE %, CDX PLY NAILED G" G.C. W/ 1 Od GALV. COIN NAIL5 /-30 k FELT LTA 1 CUP EACH TKLSS 2 x G K.S.C. FASCIA 1 x2 K.5.C. DKIP VENTED 5OFFIT 12"OVERHANG- 3-COAT 51UCC0 DLIKAWAL EVEKYOTHEK COURSE OF BLOCK 1- #5 DOWEL CONT. FROM THE TIE BEAM TO FOOTING MAX c 5PAgN0 A5 SHOWN ON FLOOR PLAN SOLID POLIKED CELL5 3/4" BA5EY4" OFF CONLTETE DECK �BLt7i RECESSED 11/," x 7.5" 3000 P.S.L W/96ER 1.511re FERLUYWLNiJN'. 14" x i4" CONC FOOTING - a W/ 2 #5 KEBAK CONT. TYPICAL BLOCK WALL 5EC71ON NT5 2' VTK 2' VTR 2" VTR KIT WASHING 5.5, SINK 2' MACHINE 2' //LAV 1 i /2' 4' . 4• TO 5EPTIC 5Y5TEM 1'-0' WC PLUMBING RISER DIAGRAM N.T.5. 3 TAB 5FNN6tT:5 2' VTR MA5TER 13ATH LAV 2, 62" ELECTRICAL LEGEND 1 1 OV KECEPfICAL IQ WALL MOUNTED LIC+rr Lk:HTFIXTURE O SD SMOKE DETECTOR NE;m ELECTRICAL PANEL D ELECTRICAL METER II PHONE JALK SINC-�LE POLESIMTCH 3 3-WAY SWITCH 2 2 0 V. DI5CONNECT ,1 2 ov 2 2 0 V. RECEPf1CAL G GKOLINDFAULT INTEKUPT 30 CFM EXHALISTFAN ELEMICAL LOAD CALCULATION5 POLE. DE aIPTION WATT5 2 RANGE W1 OVEN 10,000 2 CLOTHES DKYEIZ 5,000 2 HOT WATER 4,500 1 WA5HER 1,500 1 KEFRIDGEKATOK 1,200 1 D15HW&r�HER 1,500 2 APPLIANCE CIKallTB 2,500 1 1215P05AL 350 10 GENEKAL LIGHTING AND KECEPTIaE5 CIRCUITS = 5Q. FT. x WATTS 5,130 5U6TOTAL 32,180 15T 10 KW @ 100% 10,000 KEMAINDEK 0 4 0 % 5,572 HEAT'_;MPLOAD@ 100% 10KW(2 10.000 ClKaIIT5) HEAT5TRIP LOAD-5 ® 05 % (3,500 COND. UNIT LOAD @ 2.5 TON (2 CIKCUITB) 4,224 GREATER LOAD 6,500 AHU FAN MOTOR LOAD 500 TOTAL LOAD IN WATTS 35,572 TOTAL LOAD IN AMPS WATTS /240) 149.50(150) TOTAL NUMBER OF CIRCUITS 26 4— KOOFLNE 1'4' 3' KEER OCU A/C DSC METER M 150 AMP A/C DSC. PANEL 2" STUB 4' CU G-RD. GRD. TO WATER LINE TO 5TEEL IN FOOTING- TLIB 2' _ ELFJ TKICAL RISER DIAc: KAM -- N.T.S. • -3,5+33 -33+33 -33+33 11-33+,:3 r -33+33 NOTE HLIKKCANE PROTECTiON- U5E 5/4" PLYWOOD PKE-CLIT FOR WINDOW. FKE3Ef Y4" PA 3 IN CONCRETE BLOCK WALL :ING OF 1 2" C.C. 4" FROM L15E 1 " PIA. WA5HEK5 AND PLYWOOD IN PLACE IELS. / FRONT ELE✓ATiON Y4. = 1, KEAK ELEVATION 44'-8' 12'-8' 18'-8' 13'-4' smi 101■ ■■ 0 imi ■ a ■ ■ H ■ BEDROOM 3 f A11y \ 9'-0' A9C-FAULTM0TECflVa ETB 1 ■ 91-8' ■ / GfI BATH 36 ■ C FM 116 xM ® VP ,k— 5'-8' sxa 66x6 xa 25 EGRE 6 0BF r 2'-0' 0 5 BF 3'- 0' DINING KOOM 74 CFM lOx6x6 8'-6' 3'-6' 2 BF 2'-5' w %0 ® SD c00u 149 CFM lOx6x6 BEDROOM 2 ARC-FALLT MLITECTE OUTLETS 25 HB EGRESS 6'-2' - -*6ATH EXHAUST VENT5 TO ROOF CAP .�— 4' — Q 4' VOK�-E 4' i- 4' 0 4• '' J -4- 1 `_ O V O O 3O 5' O 1Q ZONE 1 - LI5E 1 Od NAIL5 AT G' O.C. (IN FIELD 6 (EDC-�E) Q2 ZONE 2 - LSE 101 NAILS AT 6 O.0 Q ZONE,3 - LSE 5,1 NAILS AT 4' Of KOOF NAILING PATTEKN DIAGRAM N.TS. :NOTE PRE -CAST LINTELS ALL 25 WINW WS L5E A 54' WO C- 5U3 LNTE1 W/ 1 #5 ALLLYNANELJADJF 1(351 ALL 3' WDE IWF505E A 5 4' LONG 3LI5 LINTEL W/ 1 5 AUDWABLELOADOF 1651 33MWONLL5EA70Y!.ONGSU3LINTEL W/ 1 #5 ALLL)+NABIE LOAD OF 97 2 DBL'25WNDMLEC5i, 160*A16W/ 1 #5 ALLOWABLE LOAD LT 362 FKLM FOZL-H LC-E5 A 70' L r - 3LI8 W/ 1 # 5 ALLOWA5LE LOAP OF 97 2 GARAGE l")K L5E5 A 12 u LCNL: 8LI8 W/ 1 #5 ALLOWABLE LOAD 5 4 56 Y4 RXK WALL -38 -3r3 -38 1 x3 P.T. T NAILED TO ELAY. WALL 2X4TAPi,OR34'Xy'D4A® 12'CC WALL ATTACHMENT TO BLOCK KIGHT 51DE ELEVATION LEFT SIDE ELEVATION NT5 31 CFM Bx4x4 W.I.C. "0 0` II - � nv b KITCHEN 9'-0' GFI 136 CFM 107 CFM ® ® 10>':6x6 lOx6x6 MA5TEK BEOKOOM .ARC-FALLT rK0TF-WLlME r5 + + REF } GFI } I� 10'-0' 221 C® 12x8x8 4 -0 LIVING KOOM O SD O c� 2020 RA 117 CFM 1 Ox6x6 Wo STUCCO POKCH CEIIJNG- 6 USTALLED ON A co RIBBED WIKE LATH NAILED TO THE Bi)TTLV CORD OF THE TKLE6 NAIL 5 CC W/ ii i j ALV. 6'-0' h COM NAIL03 VP Y GFI STucc❑ PORCH ■ ATTI . ACCESS ■ MET CEILING �---�, IGFI 5'-0' 22 !."'2' X 48' GAKAGE GFI STKLICTLIKAL NOTES: I. DE040N LOADS IN ACCORDANCE WiTH FBC CHAP. 1 G 2. 1;01L BEARING CAPAM. 2500 P=f 3. ALL 5TKLk" MM CONCKETE SHALL HAVE A WNMM CCi IKK50VE STRENGTH OF 3000 PSI AT 26 DAYS. 4. SIA6/FOOTIN S TO 5E CONCRETE WiTH WNMM 2500 Fri STKE ,C-TH AT 2 6 DAY5.5EE PLANS FOK 51ZE AND STEEL KEQURBvffNTS, 5. MNMLM CONCRETE PROTECTION FOK KE NFOKCN - BARS FLTOTiNCf✓ 3' BEAM5 1-Yz SISPENDESIAB✓ V t3. LAP ALL REINFORCING 5TEEL A MINMLM OF 45 BAK DIAMETERS. OWE 60 STEEL MNMM IN BEAMS ANJ COU",Cl. 7. ALL LLMBER IN CONTAL,T WITH CONCRETE OR MAOONAKY 5HPd1 BE FKE5a]KE TREATER 6. 0PLIT11Nk- OK C!"NNO OF 5TKlk" fI RAL CLx.4PLNdEW5 DLE TO INSTALLATION OF HAKDWAKE S NOT PEIUv1TfER 9. LINLE6 OTHERWISE NOTE, THE IW+TALLATM OF SP Er) HARDWARE SHAM CONFORM TO THE MANLIFAL" i 1KER5 IN5TKLLTILN 5 AND 5TANDAKD PKAL"TM 10. BEARING POINT5 OF TKLS6E5 SHALL HAVE VEKTICAL STUB IN A NILMBEK EQUAL TO THE NLMBER OF PLIES OF THE BEARING MB43EK WHEN THE BE/W N 0 MEMBERS 2 OK MORE PLIES LI LE53 NOTE. 1 I. Kk)F 5HEATHINk3 TO BE NAILED WITH 1 Od GALV. NAYS OK EQLIAL. 4' O.C. EA-FS AND 6' O.C. FIELD. 12. LINLESS OTHERWSE NOTE FOR EXTDUOR WADS, EXTERIOR I'LYWOX SHEATHING AND INTEYJOK DRYWALL H.-TO BE NWLED WITH 1 Od OK SE IEK NAIL G' O.C. EIA:E5 AND 8' O.C. FIFID. 13, ATTAL'H WINCkV BLk.K, MTH 3- 3/c BY 3 14/0 (2Y4 EMBEDMEN1) LA aiIZEWS EQUALLY 5PACM ATTACH GAw-E BUact, W TH V2 DW tY EMBEDMENT WEV-E BOLTS 2 4' O.G. 14, FRAME TO MA5ONAKY SFcMENTCUNNECTION5 FT 2x4 MNMM TO MAI_xNQAKY WiTH Y2' PIA. 6' EMBEDMENT WM:--E 50LT5 1 AT TOP AND BOTTOKI 30 O.0 THEKEAFTEK v I I szc =1 II n LAUNDRY Fnv GFI GFI 25 EGRESS 10'-0' 54'-B' 25 EGRESS 20'-0' GENEKAL NOTES: 1. CONSTKLI"T1ON SHALL FOLLOW 'FLOKIDA BLRDW- CcW A5 AFk)nlD BY TiiE CULNTY AND AS APFWA13LE TO THE AKEA WHIM THE BLUU71NL3 S TO BE CDNSTKLLMD WITH ALL AMJL ABI.EAf E1 KW5. 2. THE aTNTKAL, iOK, SLIB-00NTRPwTOR ANP 5LIM13Z EEC. 51-1AU- VERYY ALL PKIEN51ON5, CON vrn0NS AT,105 511E. PLANS, -Of R7L ATIOh6 ETC, 3. ALL !NKITTEN DMENSItNN� ON THEE E DKAMN F5 TAKE FKE-M31 E OVER SCALED MIENSk-ftS. 4. 5TKlk;R AL FEATURES NOT DETAILED ON THEEiE PLANS WYL BE ADD2E ED 6Y THE ENT 1NEERA4 Q1 TRL1'fkJN PKX- c cp 2 wCc: w iorC) ar x m o a r Lu �` ° ro< c N.9 0aDao0ac2 C E am2c a- U) w ay ern; BASK' WIND SPEED 130 MPH 3 52c GLE-T IMPORTANCE FACTOR 1.0 6LIILDNG CATE00KY ENCLOE D EXPVSIIKE CATEGVKY 6 INTBM,\L PKESSLIKE 13 DEeIG�,i PKE55LIKE A5 NOTED E z E E U m 'e 0 W m 0 0 8 o a` o° N SCANNF- 13Y St. Lucie County N v L"D3'v�`� R-19 FIBER GLASS INSULATION --/ TIE BEAM IS 2U BLK W/ 2 #7 CONT. USE PRE -CAST LINTEL ABOVE WINDOWS AND EXTERIOR DOORS BI-FOIL INSULATI 3/4' P/T FURRING STRIPS Y2" GYP. BOARD SIDEWALL 3/4" BASE X" OFF CONCRETE 3 TAB ASP/FIB SHINGLES 5-1"NAILS PER SHINGLE — %" CDX PLY NAILED 6" C.C. W/ 10d GALV. COM. NAILS ,,�30 lb. FELT ---LTA 1 CLIP EACH TRUSS 2- LTA 1 @ GIRDER TRUSS .dz^ to ciX I'IZ /✓W1 — 2 x 6 R.S.FASCIA 1 x2 R.S.C. DC. RIP VENTED SOFFIT 12" OVERHANG 3- COAT STUCCO —DURAWAL EVERYOTHER COURSE OF BLOCK 1- #5 DOWEL CONT. FROM THE TIE BEAM TO FOOTING MAX cl SPACING AS SHOWN ON FLOOR PLAN SOLID POURED CELLS LOCK RECESSED 1Y2" x 7.5" III 3000 P.S.I. W/ FIBER 1.5lbs PER CU YRD ON CONC. FINISH FLOOR 4" c v c _ — FINISH GRADE l'-4" x 1'-4" CONC. '1 FOOTING W/ 2 — #5 REBAR CONT. I I II TYPICAL BLOCK WALL SECTION11 N TS 2" VTR 11 2" VTR 7 2" VTR MASTER BATH 2" VTR WASHING LAV 2" S.S, SINK 2" KIT. MACHINE 2" LAV 1 1/2" 4„ 4° WC 2 \ 3" \ I TO SEPTIC c SYSTEM 4 V-0' PLUMBING RISER DIAGRAM N. T. S. 3 TAB SHINGLI ELECTRICAL LEGEND 110V RECEPTICAL FO WALL MOUNTED LIGHT LIGHT FIXTURE O SD SMOKE DETECTOR © ELECTRICAL PANEL D ELECTRICAL METER a PHONE JACK SINGLE POLE SWITCH $3 3-WAY SWITCH 220 V. DISCONNECT 220V 220 V. RECEPTICAL GPI GROUND FAULT INTERUPT ® 80 CFM EXHAUST FAN ROOF LINE. / 3" RISER 3.2/OCU METER O 150 AMP PANEL 2" STUB ELECTRICAL LOAD CALCULATIONS POLES DESCRIPTION WATTS 2 RANGE 10,000 2 CLOTHES DRYER 5.000 2 HOT WATER 4,500 1 WASHER 1500 1 REFRIDGERATOR 1 200 1 DISHWASHER 1 500 2 APPLIANCE CIRCUITS 2 500 1 DISPOSAL 850 10 GENERAL LIGHTING AND RECEPTICLES CIRCUITS = SQ. FT. x WATTS 5,130 SUBTOTAL 32180 1ST 10 KW ® 100% 10,000 REMAINDER @ 40% 8,872 HEATSTRIP LOAD @ 100% 10 KW (2 10,000 CIRCUITS) HEATSTRIP LOADS ® 65% 6,500 COND. UNIT LOAD ® 2.5 TON (2 CIRCUITS) 4,224 GREATER LOAD 6,500 AHU FAN MOTOR LOAD 500 TOTAL LOAD IN WATTS 35,872 TOTAL LOAD IN AMPS (WATTS /240) 149.50(150) TOTAL NUMBER OF CIRCUITS - 26 A/C )ISC. A/C F-I, DISC. - "-"I GRD. TO WATER LINE IB 2 ITO STEEL IN FOOTING ELECTRICAL RISER DIAGRAM N.T.S. NOTE: PRE CAST LINTEL ALL 25 WINDOWS USE A 54" LONG 8U8 LINTEL W/ 1 #5 ALLOWABLE LOAD OF 1651 ALL 3' WIDE DOORS USE A 54" LONG 8UB LINTEL W/ 1 5 ALLOWABLE LOAD OF 1651 33 WINDOW USE A 70" LONG 8U8 LINTEL W/ 1 #5 ALLOWABLE LOAD OF 972 DBL 25 WINDOW USES A 160" 8U8 W/ 1 #5 ALLOWABLE LOAD OF 362 FRONT PORCH USES A 70" LONG 8U8 W/ 1 #5 ALLOWABLE LOAD OF 972 GARAGE DOOR USES A 126" LONG 81_18 W/ 1 #5 ALLOWABLE LOAD IS 456 -35+36 -35+36 -35+36 -33+3 -37+33 NOTE: HURRICANE PROTECTION— USE 3/4" PLYWOOD PRE—CUT FRONT ELLVATIO FOR EACH WINDOW. PRESET Y4" DIA. REDHEADS IN Y4" _ 1' CONCRETE BLOCK WALL MAX SPACING OF 12" C.C. 4" FROM CORNERS. USE 1" DIA. WASHERS AND NUT TO SECURE PLYWOOD IN PLACE. LABEL ALL PANELS. i E E 3 TAB SHINGLES —35+36 v —35+3 REAR ELEVATION +36 C_360+3611 Y8 = 1 12'-8' ■ BEDROOM 3 9'-0' ARC —FAULT PROTECTED OUTLETS 6 x6x6 M® ■ 25 EGRE 34'-8' H 0 6 BF r 2'-0' I5'-2' BA1 0 5 BF 2 BF 2'-5' 149 CFM lOx6x6 BEDROOM 2 ARC —FAULT PROTECTED OUTLETS 25 EGRESS Ijg {�-- 6'-2' ll'-34' --- 0 0 4O 4' Q O O RIDGE 4' JL 4' O 1 ) L%l U1 (D O �P��F� OO 3 O 5 Q U_ LE 0o 00 0_ W Q ZONE 1 - USE 10d NAILS AT 6" O.C. (IN FIELD 6" (EDGE)) (Z ZONE 2 - USE 10d NAILS AT 6" O.C. Q ZONE 3 - USE 10d NAILS AT 4" O.C. ROOF NAILING PATTERN DIAGRAM N.T.S. BLOCK WALL 1x8 P.T. T NAILED TO BLOCK WALL 2X4 TAPCONS 4" X' DIA O 12' C.C. WALL ATTACHMENT TO BLOCK N TS EXT. FACE OF WALL OPN'� WIDTHS VARY [01__llDEAQvNlrA0DF0 IX3 0I1N.) PT BUCK FOR WINDOW USE 2X6 (CUT TO 4!4') PT BUCKS ON FRENCH DOORS ATTACH AS ABOVE WINDOW & FR. DR. DETAIL EXT. FACE DF WALL GPN'G WIDTHS VARY [D0 O D r E]OO 2X6 MIN. PT BUCK EXT. SWING DOOR BUCK DETAIL EXT. FACE OF WALL STUCCO RE 2X6 PT a HT (B" DOOR SET 1/ INTO OPENING I�n RDVARE Ll/2'XB' WEDGE ANCHORS EMBEDED 6' a 24' D.C. GARAGE DOOR DETAIL w.aM.lmrearc anarFM ae n.r M—dar _ ia ! IU rimnmm 3'-0' u DINING ROOM 74 CFM 91-0' lOx6x6 8'-6' 1 3'-6' 14'-8' 18'-8' PATIO BATH EXHAUST VENTS TO ROOF CAP 5'-8' 107 CFM lOx6x6 13'-4' 31 CFM Bx4x4 W.I. C. GFI B A TI-I® 36 CFM 8x4x4� — 5'-2' *BATH EXHAUST VENTS TO ROOF CAP 136 CFM lOx6x6 ARC —FAULT PROTECTED Qb 110'-0' 221 CFM 12x8x8 4'-0' O SD `J Scale: 4 = c:8E 2020 RA ENTRY 6'-0' \�" VPq GF STUCCO PORCH ■ CEILING • ■■ I�— 5'-0' 117 CFM lOx6x6 • STUCCO PORCH CEILING IS INSTALLED ON A RIBBED WIRE LATH NAILED TO THE BOTTOM CORD OF THE TRUSS NAIL 8" +' C. W/ 6d GALV. COM NAILS Leal ATTIC ACCESS GFI 22 1/2' X 48' GARAGE 20'-0' o� p 1 M AO'�Z HN! GFI Ira 13'-8' 25 EGRESS 10'-0' 54'-B' 25 EGRESS W move l0 AVJq MIA Ol OK veNl" STRUCTURAL NOTES: 1. DESIGN LOADS IN ACCORDANCE WITH FBC CHAP. 16 GENERAL NOTES: 2. SOIL BEARING CAPACITY': 2500 PSF 1. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE' 3. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE -2004 EDITION. THE BUILDING IS TO BE CONSTRUCTED STRENGTH OF 3000 PSI AT 28 DAYS. WITH ALL APPLICABLE AMENDMENTS. 4. SLAB/FOOTINGS TO BE CONCRETE WITH MINIMUM 2500 PSI COMPRESSIVE 2. THE CONTRACTOR, SUB -CONTRACTOR AND SUPPLIER ETC. STREMGTH AT 28 DAYS. SEE PLANS FOR SIZE AND STEEL REQUIREMENTS. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, 5. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PLANS, SPECIFICATIONS ETC. FOOTINGS: 3" BEAMS: 142 SUSPENDED SLABS: 1' 3. ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE 6. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. PRECEDENCE OVER SCALED DIMENSIONS. GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 4. STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL 7. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONARY SHALL BE BE ADDRESSED BY THE ENGINEERAS CONSTRUCTION PROGSSES PRESSURE TREATED. 8. SPLITTING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO TABULATIONS: INSTALLATION OF HARDWARE IS NOT PERMITTED. 9. UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE LIVING CONDITIONED 1368 s.f. SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD GARAGE 407 s.f. PRACTICE. 10. BEARING POINTS OF TRUSSES SHALL HAVE VERTICAL STUDS IN A NUMBER FRONT PORCH 30 s.f. EQUAL TO THE NUMBER OF PLIES OF THE BEARING MEMBER WHEN THE REAR PATIO 180 s.f. BEARING MEMBER IS 2 OR MORE PLIES UNLESS NOTED. TOTAL 1985 s.f. 11. ROOF SHEATHING TO BE NAILED WITH 10d GALV. NAILS OR EQUAL 4" O.C. EDGES AND 6" O.C. FIELD. 12. UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER. BASIC WIND SPEED 130 MPH 3 sec GUST NAILS 6" O.C. EDGES AND 8^ O.C. FIELD. IMPORTANCE FACTOR 1.0 13. ATTACH WINDOW BUCKS WITH 3-3//16" BY 3 14/' (2Y4 EMBEDMENT) LAG BUILDING CATEGORY ENCLOSED SCREW; EQUALLY SPACED. ATTACH GARAGE BUCKS WITH Y2 DIA. EXPOSURE CATEGORY B 6" EMIEDMENT WEDGE BOLTS 24" O.C.. INTERNAL PRESSURE +/— .18 14. FRAME TO MASONARY SEGMENT CONNECTIONS: PT 2x4 MINIMUM TO MASONARY WITH Y," DIA. 6" EMBEDMENT WEDGE BOLTS 1 AT TOP AND BOTTOM 36" O.C. ESIGN PRESSURE AS NOTED THEREAFTER. N ct U .--4 9. •� Ci •~ 0 ot� vs tt(u y•^;M 0 O O pmducl appmval sheen, and app'ovW pro&a ca1ificalio K-19 F15EK GIA551N5ULAilON-/ TIE BEAM 15 2U BLK W/ 2 #7 CONT. - 1-15EPKE-C E-CAE WINDOW5 AND EXTERIOR POOK5 61-FOIL INSULATION 3/' P/T FURRING5TKIF5 GYP. 5OAKD SIDEWALL 3 TAB A5P/RI3 5HINGL C, 5-1'NAIL5 PER SHINGLE CDX PLY NAILED (3' CC. W/ 10,1 GALV. aVI, NAILS 30111. FELT �-- LTA 1 CUP EACH TRLI55 2- LT°, 1 C GK)M TKLI53 NAIL W/ 12-1 Od x 1 112 - 2 x 5 K.S.C. FASLTA 1 x2 R.S.C. DRIP VENTED 5OFRT 12' OVEKHANG 3- COA751UCCA DUKAWAL EVEKYOTHER COUKSE OF BLOCK 1- #5 DOWEL CONT. FROM THE TI E BEAM TO FOOTING MAX c 5PAgN0 AS 5HOWN ON FLOOR FLAN 501-11) POURED CELL5 i/4' 13A5EY4' OFF CONCRETE PECK BL0 300J F51. tv/HFEK i.5lr; F'FRN1Rf?LNJiLx,A;. c 4 a 1'4' x V4' CONC FOOTING e W/ 2 #5 KE13AK CONT TYPICAL BLOCK WALL 5ECTI0N NOTE: REM-56ED 1Y2' x' 117' NT5 2' vrR 2 2' VTK MASTER BATH 2' VTR KIT. WASWNG LAV 2' 5.5, 51NK MACHINE 2' LAV 1 1 /2' 2. 3. 44' 4' WC TUB WC TO 5EFTIC 5Y5rEr'I FLUMEING R15EK DIAGRAM 3 4' HURRICANE PROTECTION- LISE 3/4" PLYWOOD PKE-CUT FOR EACH WINDOW, PRESET Y4' PA KEDHEAD5 IN CONCRETE 6LOCK WALL MAX SPACING OF 12" C.C., 4" FROM COKNEK5, U5E 1 " PA. WA5HEK5 AND NUTTO 5ECLIKE'PLYWOOD IN PLACE LA13EL ALL PANEL-5. -35 -35 KIGHT5IDE ELEVATION %=1- 3 T,AB 5FCNc�LS S L' 4' 1' 4' -JS+J FJ -35+35 oa KEAK ELEVATION 4 ELEC.TKICAL LEGEND 1 1 OV KECErflCAL 10 WALL MOUNTED LIGHT �j UGHTFIXTUKE O SD SMOKE DETECTOK WEEN ELEt'TKICAL PANEL D ELECTRICAL METER Z; PHONEJACK SINGLE POLE SWITCH 3 3-WAY5WITCH Lam+ 2 20 V. P15CONNECT 2�200V 2 20 V. RECEP11CAL GF'I C-ROUNDFAULT INTERUPT e 50 CFM EXHALerFAN *EATH EXHALI5TVENTS TO ROOF CAP ROOF: LINE / 3' R15ER ELECTPJCAL LOAD CALCULATION5 POLES DE5CTIPTION WATT5 2 RANGE W1 OVEN 10,000 2 CLOTHE5 DRYEK 5,000 2 HOT WATER. 4 500 1 WASHER 1 500 1 KEFKIDC EKATOK 1,200 1I D15H1'VA5HEK 1,500 2 APPLIANCE QRaIIT5 2 500 1 1)I5P05AL 550 10 GENEKAL LIGHTING AND KECEP-nCLE5 L IKCLIIT5 = 50. FT. x WATT5 5,130 SLISTOTAL 32,160 15T 10 KW @ 1 00% 10,000 KB IAINDEK @ 4 0 3,3 7 2 HEAT5TKIPLOAD0 100% 10KW(2 10,000 ClKaIITS) HEAT51KIP LOADS @ (35 % 6,500 COND. UNIT LOAD @ 2.5 TUN ;2 OKCUITS) 4,224 GKEATEK LOAD 6,500 AHLI FAN KIOTOK LOAD 500 TOTAL LOAD IN WATTS 55,372 TOTAL LOAD IN AMPS (WATTS/24U) I49.5a150) TOTAL NUMBER OF CIRCUITS 26 3.2/U(TJ A/C DISC. METER MO 150 AMP A/C VEX, PANEL 2' 5TU6 4' LU C-{zp, GFR TO WATER LINE TO STEEL IN F0011NG IF ELECTRICAL K15ER DIAGRAM , LEFT SIDE ELEVATON �a=P *NOTF- PKE-CAST UNTFIS ALL 2 5 N9W0W!7 LE E A 54' LONG 8LI5 LMR W/ 1 #5 ALIOIVAf3LE LOAD OF 1 G51 ALL 3' WIDE PON 1-15E A 5 4' LONG SU8 LNTR W/ 1 5 .ALaL,YN LFI.FIo,\P0Fi651 331WNDLXV L 'F A 7 O' LONG SLIS LINTEL W/ 1 #5 ALLOW.ARE LOAD OF 97 2 Pft 2 5 MWANI LY -5 A 160' 60 W/ 1 #5 AL10WAFLE LOAD OF 3 (3 2 FRONT POKLH L6E3 A 70' LONG A16 All 1 #5 ALLLRVARF LOAD OF 97 2 GARAGEDOOK U5E5 A 1 2(Y LONG 5U5 W/ 1 #5 ALLOAABLF LOADL5i 450 EXT. FACE OF WALL OPN' ViDTHS ARY 00 o Ni o o0 1X3 (MIN.) PT BUCK FOR WI NDOV USE 2X6 (CUT TO 4W) PT BUCKS ON FRENCH DOORS ATTACH AS ABOVE WINDOW & FR. DR. DETAIL EXT. FACE OF WALL 2X6 MIN. PT BUCK EXT, SWING DOOR BUCK DETAIL EXT. FACE OF WALL STUCCO RETUR 2X6 PT 8 HT OF DOOR SET 1,2. INTO OPENING RDWAREJ LS/2'%8' WEDGE ANCHORS EMBE➢ED 6' B 24' O.C. GARAGE DOOR DETAIL uus mad dawn. wwl dm}:a Mmitf n L�Lk�:w,A1t. 13 P.T. T NALED TO BLLI"i:IN.ALL 2 X 4 T.AFt-ktO 4' Xy' Ilk 0 12' C.G WALL ATTACHMENT TO 5LOCK NT5 54' 13'-8' 25 EGRESS 10' - 0' -8' 25 EGRESS DRYE 10'-0' VP H GFI 13'-4' l8x4x4 IBATHPI36 CFM 5'-2' 5'-8' 11 GD DV 136 CFMN GFI 107 CF 10XGX6 ® lOx6x6 .ARC -FAULT FROTF, W(t1fLET5 22DOV I V LAUNDKY ®1 CFM 10'-0' - 4'-0' 12x8x8 SD O SD 3 Scale: %4 = 1 I 2020 RA ®117 CFI 10x6x6 STUCCO FJRCH CHUNG 151N5TALLW ON A MP6EEEDN4KELATHNAILEDTOTHEC-iM hI COKD OF THE TKLbS N AIL e6' CC W/ 6d GALN. COhI NAILS ATTIC ACCESS GFI 22 1/2' X 48' GARAGE 20'-0' O 2 4' O O 4O 2 4' :(D 2 RIDGE JL 4' O 4' 3 J O 2 n O 5, 2 �:J 4, Q 70NE I - LL-E I Od NAILS AT G' O.C. ON RED 6' (M:--E 2 ZONE 2 - L15E I Od NAiLb AT 6O.C. 3 ZONE 3-LeE 1J1NAIL,FAT4'O.C. KOOF NAIUNG rATTERN DIAGKAM N.TB. GFI w tz u 44'-8' 18'-8' - PATIO ENTKY Col VP �D CFI O M (A941--TEF _ mot ■ 3'-0' DINING KCAL.: i 9'-01� lO CFM lOx6x5 I 1 SEDK00\4 3 ■ 1 9'-0' .ARC-FAIB.T FKirRi"IN �i'tmF(5 116 CFM ■ ® 6x6x6TI 3'-6- T- I 2 111 25 0HIEGRESS 6 BF r 2'-0' ■ 2868 r 5'-2' r 11 31'-11' i SATH 149 CFM lox6x6 5EDROOM 2 ARC -FEET F)QTFL'IH''tIMETS M` HB EGRESS 3' 6'-2' 6'-0' ®WP GFI STUCCO PORCH CEILING ■ ■ ■I TKLI T�IKAL NOTE: 5'-0' - f DE-IC-N L0 P51N ACCJKDANCE411TH FECCHAP. 1 c3 2. SCTf-EE1nNC-C>Pk1Ty. '25JJF5F 3. ALL 5TQIL,111KALCJNCKETE3HALL HME.Ah1%tjNICChIFKEri\E 5TqNGTH OF 3 J J J P51 AT 2 a DAYS. 4. 5L-\F,/F0011NC-5TOBECJNL-gETEIAITHhiNIKILtI SJJF ICLAIFTEri1E STFa k=TH AT 25 D A15. SEE FLANS FL1R SI -E AND STEEL RRUKR 04T5. 5. KINkILIhICJNCKETEFKJTE T1JNFiTRKBNFtP�IN BAKy FOCRl .3'FEAhb. 1-%'---i6rEND9)SLAE+a 1' 6. LA1-NLLRHNFOKLINC5TEE] \hINIKIUhIOF4SEAKnA,,IET13Z5. 7. cRd7E 6J STEEL K 9NIh 1lN I IN FEAh6.AND COUkt�. ALLLIIK tBER IN CJNTACT WITH CJNL-KiM JR K tAa-N-1KY 5H iI L BE FRF53LI1ZE TREVW. 5. 5F LTTINL= JR CKAO:INv OF 5MIC TLKALCa IFJNENTS RE TO INS:ALLATIJN OF H-\MVARE b NL7TFERh ITTE'. 9. UNL:�OTHEYW15ENJTFD,THE INSTALLATkNOFS_;rWFIEDHAKD,TAKE 5H LL CJNFJRM TO THE MANUFACTUR9?5 Iw3TRw1k,)No AND SRD TW'A F'R --n E 10. FE'RINL= rONT5 OF TKL135E5 5HALL HAVE YEPTk".Al.5TLM IN A NLP EEER EL:LAL TO THE NM IFEK OF FUE5 OF THE FEAPJNL= K IE3, IFEK 1%HEN THE FERING MEh IBER 15 2 OK hIORE FIJE9 LINLESS NJTH), 11. K�,kF SHEATHING TO FE NAAILED KITH I Ord GAL1. N-NL50R EiQ IAL 4' O.0 EDLIES AND 6 J.C. RED. 12. LINI 55 JTHEK'A1�- E NOTED RJK E\TT MOr WALLS, E\-rML)K rLl t1'(kTD 5H[ATHINC-.AND INTEFJ OK DK)'YVALL l5 TO BE N 4M$ 11TH I OA 0K FETTER N.-1S J' O.0 R E5 AND a' OC FIELD. 13. ATRCH AINDJIV ROK5WITH 3- 3/1,:- F1' 3 14f (^%' F11FEL'KIFNT LAG SLTE 13 EUALL)' SEAL W, ATTACK GARS EFLkI 'AITH %' Rk L3' Ih IFEDK TENT WEEVE EVI T5 2 4' QL. 14. FKAIETJKIA30NARY5EC-hIENTCJNNEi'I1,-)Nn rr2\4M1NIIUiTOMAVN:K) 11T1T Y,' DI k 6 R Il LENT WM:-E BOLT-"- I AT TAN- \W F ITLO 136 J.C. THE.EAFTFR GENEK;L NOTES; I. C0I TKLIL-nO:3HAIJ-FOUAV*FIAVVAFL1[f%-CLW--2004E111k)N niEFULDING b TJ EE CJFkiTRlk-TT� 1V1TH .ALL AF11Ji AELE AK IElIC'}: tEtJTS. 2. THECkATKACTOR.SUE-LJNTRACTOP,.AND 3LIFTUERETC,SHALLIEKIFY ALLDKIEN IONS. C.N VITkkk3 ATJO13 SITE FLANS, 5FFi1PICA1 f& ETC, 3. ALLWRITTEN[>IKIENSIJNSJNTHESEDRAt11NLyTAKE )ZE9?[--EJY'ER 5C.-LED DIMEN0iJ6 4. 6TF1k-MKAL FEATURES NOT DETAILED L)N THESE FLAN5111LL FE ARKEt-ED 5)' THE W-iNEEKAS CON'STKIk,kIN FPOC TA5ULATILTIJS: LIVING CONPMONED 131,°' af. AiZAC-E 40 af. FRONT PORCH 3 LY a.f. PEAK PATV 1 S0 a.f. TOTAL _- 19 ;5 a.f. EA�IC WIND SPEED 130 MFH 3 ;. C-LeT MFOKTANCE F-\L TLTK 1.0 EIIILDINj CATEJI` ' ENLl0-,- L) 1PO?-LIKE C-\TEL=01IZY 6 NTEKNA,L PKE-:-aIRE DE,-IC-N PKE.� AS NOTED fA. St. Lucie County Health Dept Environmental Health Section Site Plan Approved for Construction Supper I euious it r OSDS# to Reviewer: K-19 FlBEK GLA551NOULATION� TIE BEAM 15 2U 61-K W/ 2 #7 CONT - U5E PKE-CAST UNTEL ABOVE WINDOWS AND EXTERIOR DOOK5 51-FOIL INSULATION 3/4 P/T FUKKING51KIP5 V GYP. BOAKD 51DEWALL 3 TAB ASP/FIB 5HINGLE5 5-1 "NAIL5 PER 5HINGLE — '/b COX PLY NAILED G' C.C. W/ 1 Od GALV. COM, NAII5 ��— 30 Lb. FELT — LTA 1 CUf EACH TKU55 2- LTA 1 0 GIRDER TKU55 NAIL W/ 12-1 Od x 1 1 /2 — 2 x 6 K.5.C. FA50A 1 x2 R.S.C. DKIP VENTED SUFFlT 1 2" OVEKHANG 3-COAT STUCCO DURAWAL EVEKYUTHER COURSE OF BLOCK 1- #5 DOWEL CONT FROM THE T1E BEAM TO FOOTING MAX c5PAc NG A55HOWN ON FLOUR PLAN SOLD POURED CELLS 8'2" 3/"BASE%+" OFF CONCRETE PECK BLOCKRECG55ED 1%' x 7.5° FINISH FLOOR 3000P.a.Lw/RaER1.'rl0opwawpcX4CaNc FINISH GRADE 4' c 4 Q 1' 4' 1'4"x 1'4"CONC FOOTINGW/ 2 #5 REBAK CONT. ; TYPICAL BLOCK WALL SECTION m NT5 - 2' "TK L° TER 2' VTK MASTER, BATH KIT. WA5HING LAV 2"� 5.5, 01NK 2' MACHINE 2' LAV 1 112' 4- 4' WC 2, 3' TU6 WC TO SEPTIC SYSTEM I'LUMBIN6 K15EK DIACKAM 3" N.T.S. NOTE; HLIKKICANE PROTECTION- L15E 3�4" PLYWOOD PKE-CULT FOK EACH WINDOW, FKE5ET )/4' DiA, KEPHEAD5 IN CONCRETE 5LOC.K WALL MAX 5F'ACING OF 12" C.C.. 4" FKOM C.OKNERS LI5E 1 " PIA. WAI3HEK5 AND NUT TO 5ECUKE PLYWOOD IN PLACE LABEL ALL PANELS -35 -35 KICHT 51DE ELEVATION 3 TA55HNL9-ES TUB 2" ELECTKICAL LEGEND 1 1 OV RECEPTiCAL IQ WALL MOUNTED LIGHT -�} LIGHT FIXTURE O SD 5MOKEDETECTOR IIIIIE�m ELECTRICAL PANEL m ELECTKICALMETER a PHONEJACK 51NGLE POLE SWITCH 3 3-WAY 5WITCH 12, 2 20 V. 015CONNEC1- 2 0V 2 2 0 V. RECEPiICAL GT GROUND FAULTINTEKUPT 8O CFM EXHAU5TFAN *13ATH EXHAL15T VENTS TO KOOF CAF" <-,\ KOOFUNE / / 3°RISER 3,2/OCU METER Om 150 AMP PANEL 2" STUB 4' CU GKD, ELECTKICAL RISER DIAGRAM N.T5. FKONT ELEVATION -35+3Fi -35+3G ao KEAK ELEVATION 41' ELECTKICAL LOAD CALCULATIONS POLE5 PE5CK PTiON WATTS 2 KANGE Wl OVEN 10 0 0 0 2 CLOTHE5 PKYEK 5,000 2 HOT WATER 4,500 1 WASHER 1,500 1 KEFKIPGEKATOK 1,200 1 D15HWA5HEK 1,500 2 APPLIANCE CIRCUIT5 2,500 1 PIOP05AL 550 10 GENERAL LIGHTING AND KECEPTICLES CIKCUIT5 = 5Q. FT x WATf5 5,150 50TOTAL 32,150 15T 10 KW 0 1000/. 10.000 REMAINDER @ 4 0 % 5,5 7 2 HEAT5TKIPLOAD@ 100% 10KW(2 10,000 GKCUIT5) HFAT5TKIP LOAP5 @ 65% 6,500 COND, UNIT LOAD 0 2.5 TON (2 OKCUII5) 4,224 GREATER LOAD 6,500 AHU FAN MOTOK LOAD 500 TOTAL LOAD IN WATTS 35,57 2 TOTAL LOAD INAMP5(WATT5/240) 49,50(150) TOTAL NUMBER OF CIRCUITS 26 A/C DISC r A/C 015C. LEFT SIDE ELEVATION %a=v NOTE PKE-CAST UNTEI ALL 25 IMNDOW5U5EA 54" LONG 8U8 UNTFIW/ 1 #5 AI.I.OWABLELOADOF 1051 ALL 3' WIDEDOOK5 U5EA 54" LONG SU8LINTEL W/ 1 5 ALLOWADLELOADOF 1051 33 WINDOW USEA 70" LONG 8115 UNT9- W/ 1 #5 ALLOWABLE LOAD OF 97 2 DBL 25 WINDOW U5F5A 100' 80 W/ 1 #5 ALLOWABLE LOAD OF 302 FRONT PORCH U5E5 A 70" LONG 50 W/ 1 #5 ALLOWABLE LOAD OF 972 GARAGE DOOR U5E5A 126 LONG50W/ 1 #5 ALLOWABLE LOAD 15 450 1'-0" EXT. FACE OF WALL OPN' WIDTHS ARY 00 o NI o a�_ IX3 (MIN.) PT BUCK FOR WINDOW USE 2X6 (CUT TO 4W) PT BUCKS ON FRENCH DOORS ATTACH AS ABOVE WINDOW & ER, DR. DETAIL EXT. FACE OF WALL OPN' WIDTHS YARY OD Oo R4 OO fOCI 2X6 MIN, PT EXT SWING DOOR BUCK DETAIL EXT. FACE OF WALL STUCCO RETUR 2X6 PT B HT OF DOOR SET 1I' nn rl INTO OPENING RDWARE `,1/2'X6' WEDGE ANCHORS EMBEDED 6' 2 24' O.C. GARAGE DOOR DETAIL we and dome are attached ns whlmmfecnnxa product approval sheets, end approved product ceditlwhars 13LOCK WALL 1 x8 P.T. T NAILED TO BLOCK WALL 2X4 TAPCON5 4'X,V4'1)W,012'CC WALL ATTACHMENT TO BLOCK NT5 13'-8" 25 EGRESS 10'-0' ■ 54'-8" ■ 25 EGRESS ■ DRYER cFi VENT—� 10'-0" 31 CFI` 8x4x4 W.I.C. 5'-2' PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDINGS WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. 44'-8" - - GD DW 136 CFMN GF' 107 CF lOx6x6 ® lox6x6 ARC-rAULTFKOTECEDCLI'n.ETS — ® 0 2.21 CFM 10'-0" ® 12x8x8 4'-0" O SD 2020 RA t SLEEPING ROOMS PROVIDE AN EGRESS WINDOW WITH A NET CLEAR OPENING OF 5 SQ, FT. FOR GROUND FLOORS, 5.7 SQ. FT. FOR UPPER FLOORS. OPENINGS SHALL NOT BE LESS THAN 24'H OR 20'W SILL NOT MORE THAN 44" ABOVE FLOOR. L 12'-8' FA110 BEDROOM 3 9'-8' ARC•FAULTP70TECIEDOLMET5 ■ -�}- 116 CFM 0 @ 6x6x6 uv ' 3'_0' DINING KOOM 9'-0" 74 CFM 10x6x6 8'-6' m 6 0BF r 2'-0' 5'-2 BATH 0 5 BF 149 CFM lOx6x6 10 BEDROOM 2 AKGFAUI.T FKaB-, SJ ODU--TS 9'-01 25 GRESS 117 CFM / lOx6x6 ENTRY 30684*5 ■ STUCCO PORCH COUNG 151N5TALLEP ON A ■ GD H B E GR E S S KIBSEDWIRELATH NAILED T0THE 50TFOM o 6'-2' —�If CORD OF THE TKU55 NAIL 5'CC, W/ 6d GALV. M COM NAILS 6'-0' FI ATTIC ACCESS ■ STUCC❑ PORCH CEILING ■ GFI ■ ■ 5TKUCTUKAL N01F5: 22 112' X 48' 5'-0- 1 • DE301N WAD5IN ACCORDANCE NTH F13CCHAP. 16 2. 501L SEARING CAPACITY: 2500 P5F ■ 3. ALL 5TKUCiUKAL CONCRETE 5HALL HAVE A MINIMUM COMFKE59VE 51MOTH OF 3000 F9 AT 28 DAY5. 4. 5LA5/FOOTING5 TO 5E CONCRETE WITH MINIMUM 2 500 P51 COMPKE551VE OAKAGE 5TKEMGTH AT 2 8 DAY5.5EE I'LAN5 FOR BIZEAND 5TFEL KMUIKEMENT5. 5. MINIMUM CONCRETE PROTECTION FOR KRNFORCING 6AK5 ■ F0011NG5.3-5E4M5. 1-%2 aorENDED5LA55, 1' 6. LAP ALL REINFORCING STEEL A MINIMUM OF 4813AK DIAMEiEIZ5. GRADE (30 STEEL MINIMUM IN 5EAM5 AND COLUMNS GFI 7. ALL LUM13EK IN CONTACT WITH CONCRETE OR f AC2ONAKY SHALL 13E PKE55UKETKFATE) 8, 5PLITTIN0 OR CRACKING OF STKUCTUKAL COMPONENTS DUE TO ■ IN5TALLATION OF HARDWARE NOTPEKMITiED, 9. LINLF55 OTHEKWISE NOTED, THE IN5TALLATION OF5PEOREl7 HAKDWAKE 5HALL CONFOKM TO THE MANUFACTLIKEKS IN6TKUCflON5 AND 5TANDARD H B PRACTICE ■ ■ 10. 5EAKING POINTS OF TK166Rr? 5HALL HAVE VERTICAL STUDS IN A NLIM13EK _ ■ ■ ■ ■ ■ ■ EQUAL TO THE NLMi13M OF PUE5 OF THE BEARING MEMBER WHEN 1NE BEAPJNG MEM5EK 5 2 OR MORE PUSS UNLESS NOTED, 20'-0' 1 1. KOOF5HFATHING TO BE NAILED WITH I Od GALV, NAILS OR EQUAL 4' O,C. EDGES AND 6 O.C. FIEU). 12, UNLESS OTHEKW15E NOTED FOR EXTERIOR WAU 5, e T OK PLYWOOD SHEATHING AND INTERIOR DRYWALL 15 TO 5E NAILED NTH I Od OR 13EPIEh. GFI LAUNDRY W 0 i HW . 71 O - O 4' Q 4 O 441 ;tF-106E 3 5' O �J 4, iQ ZONE 1 - U5E 1 Od NAILS AT 6' O.C. ON FIELD 6' (EDGES Q ZONE 2 - LSE 1041 NAILS AT 6" O,C, 5 3 ZONE 3 - USE 1 0d NAI1-5 AT 4" O.0 R00F NAILING PATTERN DIAGRAM N.T5. FILE COPY ALL BEDROOMS OUTLETS ARE REQUIRED TO BE AFrl actT'F.r THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS ' REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WIT(i_ALC APALICpBLE BODES: THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, TjE?Rlhill'iE 1REUT�;lEN1 R' EOUIREiD ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR �� CE _ _-- REVIEW B .. DATE / PLANS AND PCkNlIT AIUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE Int WINDBORNE DEBRIS PROTECTION (Int.) IMPACT RESISTANCE GLAZING _ (Int.j al - KaMl�` phi NAILS 6' O,C EDGES AND 8' O.0 HELD. 13. ATTACH WINDOW BUCKS NTH 3- 3/6 5Y 3 14 f (2%' EMSEIJMENT) LAG �. A 6 EWOEM5E MEET Y WEDGE 13 LT5 2 4H GARAGE BUC151MTH %z DIA, 6' E1v1Bg7MFNT WEDGE BOLT5 2 4' O:C. 14. FK,4,ME TO MASONAKY 5EGMENT CONNECilON5: PT 2x4 MINIMUM TO MASONAKY E DIA. 6' F1v1BEDMENT WEDGE BOLTS 1 ATTOPAND BOTTOM 36' O.C. THES THERFAF"fl:X A ,,,,� �� �� fir, jam+ JoMhr qwEm- GENEKAL NOTES: ,�, r-oqNFWmr Kr ro l #Vkg9V 1. CON5TRUCTION5HALL FOLLOW'FLORIDA13UILPINOCOO-2004EDITIOR FV ii�t"V THE BUILDING 15 TO BE CON5TKUCTED NTH ALL APPLICABLE AMENOMENT5 .. tz 2. THE IMEN51 CTORZ. SUB -CONTRACTOR AND SUPPLER E0 SHALLVEET . • mf k ALL DIN1EN510N5, COND1110N5 ATJOB SITE, PLANS, SPECIFlCA110N5 ETCea � 3. ALL WRITTEN DIMENCAON5 ON THESE DKANNGS TAKE PKECWENCEOVER �/��,, SCALED KAL FSi0N5. m+' a- f�11IV 4. STKLICTUKAL FEATURE5 NOT DETAILED ON THESE PLANS W>LL BE ii • ADDRE55ED BY THE ENGINEEKAS CON5TKUCTION PROG55E5 Ow /�• TABULATIONS: UVING CON0111ONED 1365 5.f, GARAGE 407 e.f, FRONTPOKCH 30 5.f. REAR FA710 150 5.f. TOTAL 1985 af. 13A51C WIND 5PEED 130 MPH 3 Sec GUST IMPORTANCE FACTOR 1.0 13UILPINO CATEGORY ENCLO5ED EXPOSURE CATEGORY 5 INTERNAL PKE55UKE +/- . 13 DESIGN PRESSURE A5 NOTED A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0-- ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE THEY ARE SET. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less 0 degrees or less 1 2 T g Line span approx. REFER TO BCSI Truss must be set this way if crane used. Truss is an example, your flues may not match. Insist crane operator sets truss this way. 30' to 60' Span A Spreader Bar flag—Approx 2/3 to_, Line 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This Is on example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed. Alter F--tATVL7L=7R NGTm: UNLESS NOTED ELSEWHERE ON THI5 LAYOUT. THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder Nails must be as shown. Guide tabs c Dome angle nails. U REPRESENTS A HANGER SEAT PLATES BY CHAMBERS �C /J INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-2 ABOVE FINISHED FLOOR ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers HIP VALLEYS ARE DIFFICULT TO INSTALL, PROBLEMS CAN BE ADDRESSED BY CUTTING HIP VALLEYS IN HALF & FINDING CORRECT LOCATION. upset=1/4" heel=4 1/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 8'-2" TYPICAL END DETAIL I upset=1/4" heel=41/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 8-2" TYPICAL TYPICAL VAULT END DETAIL: NOTES: 1)ALL BEAMS AND HEADERS ARE BY BUILDER. 2)VAULTED CEILINGS ARE 2.5P02 III 1 �I I I I I I I a a THESE PLANS AND ALL PROPOSED WORK .;ARE SUBJECT TO ANY CORRECTIONS -), REQUIRED BY FIELD INSPECTORS THAT : j MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES:; T0EPLANSHAVE8�1 EFLO�DA IN ACOORDANCEWI BUILDING CODE. FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be installed is: The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this layout, which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. 4. The undersigned acknowledges receipt of "BCSI 1-03" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will be responsible for dump delivery only. The buyer Is responsible for additional delivery expenses if Chambers Truss has to redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are -made in this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge w'll be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by the recipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIfTPINJTCA 4 - 2002- DATED — SIGNED A spreader bar maybe required per "BCSI 1-W'to prevent injury & damage. Multiple ply trusses must be fastened together per engineering CONCEALED FASTENERS OR ATTACHMENTS before they are set, failure to do sn can result in roof collapse. ARE THE RESPONSIBILITY OF THE Temporary and permanent brae ng vre required and can save life CONTRACTOR OF RECORD and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square ECOPY Do not set bunks or stack of plywood, roofing material or any FILother concentrated loads on trusses, this can cause collapse. [—DO NOT SET TRUSSES USING THIS LAYOUT . USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 37 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL.@CHAMBERSTRUSS.COM rVMTORms Oo Y.00c oiMM 81.4/60.4 MI-WK 4.2 -LOADINESIGN - - - -- DESIGN CRITERIA PER CODE SUCH SRIRr. 1An EDUCIBLE County SAINT LUCIE Building Department City of PORT ST LUCIE Wind Design Criteria ASCE 7-2002 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Bottom Chord Dead 5 3 TOTAL Load 42 7.2 Duration Factor 1.25 Wind Speed 140mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 15'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category B:URBAN/SUBURBAN Barrier Island No Conforms to Florida Building Code 2004 J NII Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildin Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: 65724 Scale: 1 /4 = 1' 129 total trusses, 37 different trusses. MI 4: RLC ACAD: RLC Reviewed By: lly*w Date:09/20/05 Revised:01/17/06 FOR IKE LUCAS CONSTRUCTION DESCRIPTION: LOT 13 PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE The truss layout has been reviewe� 65724 compliance with the structural draw Victor J. Gerley,P.E. Certificate No. 21422 't, .1.-+