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Home My WebLink AboutPLANSHB W/ SHOD HEAD 9'-4• CL 31'-®" ® • O, r a• WM 1 (o;' _I �';00'IIIIIIIIIIIIIIIIIIIIIIIO;O,I I,O:;O,gIIIIIIII O. PANTRY / a• r. �•. of i II'II 0 O _ - �i =�v r Ire -- _��3 : r'I• - Lj oMul AI•h•OOiL54•dd••0.4❖PdrJdy�ccmr/Vi44•OPiii�tPO••ii4•Jiii4•did•4Nddiii•1d••d••i4•i4644a6•iiS94TP••h9•••••••JA444•OJd•4N••df--.}yy.; 'w T-STUB-our LBOLLAFv ONLY ENTRY vo C . 9 *I W-4" CLOT. ° TONGIE AND gQG (EGRESS) 21 4'_2' _21N • B" So T.5o M � BEAM (TYP Q p �� GARAGE •_ - - 9_4 m _ .. - .. '24rTqy 77 h _ (T-q 4) 9'-4' AP (SEE T/A2) 9'-4" AfF (SEE 2/A2) T�- N J GLASS - W/DOOR 14'-6' T_3• P-T° 1'-4' 6'_4" I'-d• V-3• SCALE: 3116" = I'-01' P.T. 2X6 BUCK A17ACHED WITH 3Wx3'SLEEVE ANCHOR BOLTS (I-In"EMBED) ON no CENTERS (20M PSI Mk C CFETEA 1114%M HCLIDED MM SL.MYS ANCHORS. OR 1/4'x3' TAPCON SC 7AM (1-112' EMBED) ON 14" CENTERS ODM F O 1,111 C2428TE) CR M CW I661"Mm 6 IM OA 11"W "M MM TAM111, ANCHORG MAY BE CCIN1EIi W (SIR NOT BEMIRED) TO PROVIDE A FLUSH MIAWINGt SIAxFACE NORITONTAL JAMBS DO NOT TR"FER LOAD. UIB•Z•:i:L3 S' CBS ILL MIK I'X3•- P.T. BUCK MAX 114' WINDOW INSULATION °dx•°d • ' 1/2" DRYWALL 1'X4" PT. WRAP 3/I6'x 1 1/4' TAPCONS FILL ALL HOLES PER MANUF. SPECS, REVISIONSI DATE v � w•°dy•°dy.° V � FE T 3 _ I-•B VERTICAL (TYP.) C L y a NOTE: p 0 � 4) > 2'-0" 034. DOOR PRIOR TO BUCK INSTALLATION 0 V (n 3:Ile J\ APPLY A WATER RESITANT COATING (1) _ ` N (PER F80 RESIDENTIAL R-T03A) '- - p 7 DTL IT O.N. GARAGE DOOR BUCK J C a > 2 TYf=. WINDOW BUCK DETAIL N a� N SCALE: NTS. q3 SCALE: N.T.S.U) c O S O C. - 6_g O. Q C Q N 16" MAX. UU r- cu _ WITH I W %6Drdil6. G' O�FELD IS," MAX L K S• OC. GIRT JOWi6 CONE. QD &A M FETAL TRAGIC :(D (D � TOP AND BOTTOM W( V!' DRYULCL BOfN GM (D • V B'■ • 24. Or- }g}g �7j T5 7 Q I Im % L. �SL7�®lO to OHED "=FEW m GAUGE CHOI EL ST14PW FETAL KY ` 2s H ~ w rM 6' OL. BUR JONi6 STWO 24' OG SS O Q b-e" f°.1 � TRIM BDTiOM TRAOC ATiAC•Ep TO $Low am ❑ • • D w W HILn PING J48• DIA X 1' LONG �. WOO MAN TRIM.w• on NISVED ROOK NOTE PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING 7 Iry (PER FeC RESIDENTIAL a TYP. NON -BEARING WALL DETAIL ¢ EXTERIOR DOOR BUCK DETAIL U N M SCALE: N.T.S. A3 Z I. tub P.T. ON SIDES or nASONR3' OPENING SCALE: N.T.S. 2. FASTEN SIDES THRU JAMB 4 2x6 WITH U4' x 4 VA' TAFCONS, 6' FROIi 11E Ta - O1 N 4ROW Or BOTTOM 4 16" O.G. BETWEEN A SINGLE I;,.T;I REQUIRED. TENERS IS ALL TWAT 18 1��j1 Jj�, O yU-I 3. FILLED CELLS ON BOTH SIDES OF V N rh fw-' LL OPENINGS ONLY ONE SIDE REQUIRES I IS VERT. I �aa aU FINISH BACK ® OF DRYWALL DRYER VENT iT RECESS ' ' - DRYER VENT I-� tO RECE SIDE VIEW FRONT VIEW s1 (TY1'J DR`I'�R \/ENT NIGI-IE DETAIL SIT.& GENERAL NOTES Q } -1 01. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT THE INSTALLATION OF ALL NEW WORK IF DISCREPANCIES ARE DISCOVERED, DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION t0 THE APPROVED DOCUMENTS. 02. ALL CONSTRUCTION SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL CODES ' _ AND APPLICABLE AMENDMENTS ( LATEST EDITION >. 03. THE CONTRACTOR 15 RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL AND NOTNSTRUCTURA.L COMPONENTS DURING CONSTRICTION. 04. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER WHAT DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH ARE NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER TO OBTAIN SAME. 05. INFORMATION FOR THE BASIC LAYOUT OF THIS DRAWING WAS BASED ON EXISTING OR FIELD DIMENSIONS ( F. D. ). CONTRACTOR MUST VERIFY IN FIELD ( V. I. F.) ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF MY DISCREPANCIES. 06. THE CONTRACTOR / OWNER ( IF OWNER BUILDER ), 15 SOLELY RESPONSIBLE* FOR THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION WORKERS. Z v ffi r() (f) -1 LL- _ CID C V y 0-1. ALL WORK SHALL BE PREFORMED BY CONTRACTORS POSSESSING VALID CERTIFICATES OF COMPETENCY AND OCCUPATIONAL LICENSES, RECOGNIZED AND ACCEPTED BY THE LOCAL GOVERNMENT HAVING JURISDICTION, OR BY OWNER 08. 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. NOIn WARRANTY EITHER EXPRESSEp OR IMPLIED 15 HEREWITH GIVEN. 0S. CONTRACTOR / OWNER SHALL VERIFY ALL DIMENSIONS RELATED t0 ANY PART OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING FABRICATED MATERIALS REQUIRED FOR CONSTRUCTION. 10. ENGINEER'S SEAL IS FOR APPROVAL OF STRUCTURAL DESIGN ONLY. = I.0 (n Q Ll cV >- LIB 1u CO (TB'P) ' * g (TEMP) 46" KNEEWAL W/ IL ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH R308.4 C-0 -'q- E3U GLS. ENCL. A W. 12. WALL AND CEILING FNISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. (R302.9.1) K SPACE W/DW 13. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. (R302.W T 14. ALL TERMITE PROTECTION SHOULD COMPLY WITH R316 , PROPOSED HOUSE IN VERY HEAVY TERMITE AREA R ID. ALL LUMBER USED SHOULD HAVE QUALITY MARKS PER R311.2 16. TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS. (R102A.1 AND R102A.2J. IN 5HOUER SURROUND AREAS. L 11. WEATHERING IS NEGLIGABLE. 18. GYPSUM BOARD COMPLIES WITH FBC 1023 11 l ('(1 N�q (L�L� m LLI ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT M'T31&BOfiLLElG00[P0.fi18161QL'IXP4$pSWRAIDSDliM8iLl71i9Y119Q6 Was D follow SAE' sm 39FXM alb D :111PI3N 91AC 3RfM nmiammlear b PnOp04FM1'N lim BSO1a0BGl FRlAFE 111IM 1:01111 PR ME -A LL I SYC3Em M?C(1WLT) A'x63• aBIMUMbl M WI/M 311'xIW'VF@6,iLLNLOB FLINRI 460-3115 MD/-1M t•„ !Simla MONCfmw) 3rx63' awlam"" Sa'IM WzIW WM111RLAILml R=I %WAS AM/-1M LL 0 � U O Z '^ 1�.-I vl Cji ate. IJ-I W L- C l � U m U_! J � y L �6. 3 asR3ER113 SMPC.fm4a) 3A'x63• DSn. mmelm w1,4111 31CxIW'T4W1,RLALm1I "MI w%017 AM/-W 4 ExIB POM SA'MR>9WAB6 • x 2H04UM WA W.3W'T*W56 FFZH Q'OCIBD RUWQ dIP41 4M1400 5 F1IW10PX("WJ 7XIY/RGI aSfOlWfebl n wLM Wx134'TA-MIa FLLALLNS R=4 dWAS /SS,/410 6 MOF1Gfhw) VxW awmwxs3'm wLM WxIW•TAFT22a FLLALLHOH RSIILI 06AAAT3 4M/-1M 1 MOPCfhw) W x63 owl aw5123ea WL(N 3Wx1W•T/RLB RLA1Lm& "MI .W/-TES MMOPC 24'x3W 9MOMMIS WIM wx134'iMCOa HLNL N0.Pb UM4 46i6f-1:iB .EDI-1I♦ 9 113150.11111; M•PCOWCT) MQC xW O) MEMSYM WLM 3WxIW'T4FC26.HLALLm$ RAMI 401041I 4M/-1M b Room FSMSPt(I'PAD W'x7P DSTM1W001SI898 WLM Wx134'ViWf,FLL&Lml TLSM4 allN440 AM1-1SS T E%IHtl6RD0000 aA�RaM W37 %9i' 281WR LMM W.3W'TA'W66'fWM0IF0VRP FLOW duv41 6M/4M Q E%IB63R000M aA1Mmam wir mar.viia mmm IWLM W't7W'iNW86'SIOIFD<f8,70L1BD Una .T.&S" 60/,M S HI®RA9016ANBal MMOPCSWLV R'%36'M04 a"WD(661 M WLRl 3Wx139'TA-Mf,FLLALLW5 RMa4 0WHM1 15111-M R Simla a MOFKfWACD Mir x6Y f31B1a1N1f,6SY81F3R WL41 3WxIW'T*=,f .ALLIWB HAM] alkswI AM/-YD S Dow" MOPt(IWCI) W31•x63' a6RFIW00sym wLM WaIWTRM LALLUM 11111111 aLwal AM/YD �% Z (U aL '<[ X �/ O x !n1 X 0- a FXEWD= amfomm 3F x%- OFRT6IRI yS.� W'x3WTA '=VFF NKV0LIBD R7lI61Y 60/) n 581511" aMPt(IWCD 3tl X6Y oP0MWM6T61@S 3R•IW•TAFCMS.FLLALLH26 RAIN 6 W411 .roe1-T15 B SKILEWG MSPCfmw) A•x64 OSTp1Ea0bb7agS WIAN WIIW'TA=.RLALLml RAMI d68(41 40/-1M S n716NSEHN6 M►P aiw) )6a'x)6• f7tlILM\D016T61B8 WLM Wa1W'TAFTOS.RLALUM RYaL1 63 "Ill •1M/-1M El H3IMSa SM F1C(FFKT) Arx%• aaTaIMaO orm WUM W014'TWMI6.RLALOM RiR11 635W473 .1 0/-10 2 ExIB Dwit *Fill ST x91r gLFAT WA IS DEAL 7Aa RIWW Si3'-AM will Rw MAL W iW NAT IM I�pETy,Y4U FLU" "-No I "I-" CUSTOM UMTON-S-LH _ M= RAB.' FWIFACM MAO191TMM FR'UL7AI'fl & I7Smmil1el F=RWv�l I xFBEI F F� Date' 0g-06-n mumYAlllT OMST51@B RI60.15M6195GT+HS NM W30 QtIi1pL(RW't3LOLL1F6'CQB NfONgIA Qt(>RIIFplIW fiIGOC RTM aw-ISF d5DI-as fXIMSRtYtM %I AFLIMS spa 6ACw owWurSSSIWpAFR�101uWRraQLL Scale: A85HOIW MW 8 0 alu7pBSN000dPPL®roH311�Q,a FETALu1NIWID10TRMT/18 pHtFpCRIF1ELWy RtsURE 111WA1EPt85 WA Drawn: TS WIPMORMN WALL LEGM) AREA C C O 8'00W-KO(X OS'-4'AF LIVING 2,623 SF (263413 CUBI%C�vOLUME) M GARAGE 5F PORCH 340 $F 4' (SAYiOAi) ENTRY 222 5F TOTAL 4,490 SF 0 4' OR P K PARMION FILL MIGIR IN DIAL MOTES. C0NET CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWI5E.:ALL CONCRETE SHALL HAVE A MINIMUM COMPRES51VE STRENGTH AT 28, DAYS, CURED FROM DATE OF FOUR AS FOLLOWS_ FOUNDATIONS ......_.__.._........... 2,500 PSI SLABS -ON -GRADE ........... _..... 3,000 psi BEAMS 8 COLUMNS... ..... _....... .... 3,000 F'51 LINTELS/ALL OTHER CONCRETE... 3,000 PSI ALL REINFORCING STEEL SHALL. BE DEFORMED BARS CONFORMING TO A5TM A615 GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM AT A165 AND SHALL BE LAPPED ONE FULL MESH PANEL 1 PLUS 2 INCHES AT SIDES AND END5m AND WIRED TOGETHER- 1 CALCUIM CHLORIDE .SHALL NOT BE ALLOWED AS AN ADMIXTURE. ADDITION OF WATER TO CONCRETE AT THE J05 SITE 15 PROHIBITED, 11, ALL CONCRETE WORK SHALL COMPLY WITH THE APPLICABLE PROV 510N5 OF ACI 315 AND AC[ 301. THE MINIMUM CONCRETE COVER TO REINFORCINGSLABS ON VAPOR BARRIER .. 3 SHALL BE A5 FOLLOWS: 11 BEAMS AND COLUMNS ......... ......_ 1-1/2' FORMED CONCRETE BELOW GRADE ._ 2" UNIFORM CONCRETE BELOW GRADE _. 31, ALL CONCRETE FLAT WORK TO TERMITE TREATED VARIES TILE ON CEMENT BOARD ON INT 10 O X -. ... ER . R,.. R EXTERIOR WALL -_ TILE ON SLAB -- f 1 .t 7- F3 PI UNION �OUJTI� �"5 BAR(5) AS REQUIRED SY" UPLIFT T,47 /T.O.B. /I T.O.B. _-FOURED CELL Will I BAR f=jtfflf� L � CON UUOUUSS FROM BEAM TO FOOTI (SEE FLOOR PLAN FOR STEP DOWN DETAIL LOCATIONS PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL) DETAIL l SEA1 l HEIGHT CHANGE NTS S BAR(S) A5 REQUIRED BY UPLIFT TABLE \ANCHORS DER TRUSS 13'-311 7.O!B. NECTED i0 ONRY WALL 575" WEDGE (4" EMBED)91_4_..� ab: Pn "d•s O POURED CELL'W/I "5 BAR CONTINUOUS FROM BEAM TO FOOTING (SEE FLOOR PLAN FOR STEP DOWN DETAIL LOCATIONS PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL) DET L ) SEAM N I rsHT GH,4Nr_:TE A2 NITS MASONRY TEXTURE OVER CONCRETE BLOCK(3-COATS) 0 q'_m" HB W7 5HO91ER HEAD -F 3'•4" 2" 2' 4' 6Lgn 51_011 gx 3i_gu g0 5',yn qn 411 8B-1 F3 3 (i I PAP 5 BF F4 -- , ®BFIB-1B (/7 REM) ^ a (TYP:) BF12-IT iD (� REBOR) _ J EFI2-IB - _-... • • _- _m ........... F3FI L--------------- • - 6------------�- ------------ ----- I- —I FI • m F3 1 --- F3 L--1 _J = I I 1 - -- _ 1 I I BFi6^1i �" FI i 86-8 FIN. FLR F3 8F16-IB (l REBPI�) 1 gl, �� 12'_011. T_gll 6_511 41.2,1 1 eF18-IT FILLn10/10W.WF. 1::J—BI'l B (/7 REBN) ® I '-$" AFF 1 ' 18FI32i8T)L/ SOLID"v Ron. 0 8'-6' L.) 1 ------------------------------------ NOTE: FIELD VERIFY SPAN AND. PLACEMENT OF IRDER TRISSES ABOVE, PROVIDE BEARING AT APF. AND MIN. 3 1/2 WIDTH. CONTACT ENGINEER FOR ANY FIELD CHANGES REQUIRED. (SEE. DETAILS I AND 2 OF Al lETE SLAB (2500 PSI) W/ W.W.F. OR FIBRE MESH OVER s' BF B-1T 6 MIL POLYETHYLENE VAPOR BARRIER 1 aFle-16 Ea OVER CLEAN, F015GNED FOR TERMITE5, COMPACTED (TO O 2500 PSF OR 95% DENSITY) FILL. m - FIN. FLR - I I s;l N I V.011 11 13�� 0 .II' dll 5.2��---- g -- I X 6 SYP"? WOOD POST VERT. I I I I �— _ _.__-__. •Cp 1E ER (SEE m -5/B" D ATBLL 1-0581 -NOR - } m - 91TACHE HTO S AB W1 DGE O L /S0 _THRI•BOLTS TO POST AND rJDT - - —�-� — — — � - i FCLINDATION I 1 J � • I Zia ® 1 _ gPL 5" _2'-g" '' ' 1 _ _ — —'-I 1 4 X 4 SYP F 2 WOW sT VERT. F2) co L---J OL---"i ATTACHED SLAB W/ 2:6° BEARR4q WALL W/ SIMPSCN r — — — 1 1FOOTING BELOW TBOLTS TO P057 AND F -- •-. -. -5M" DIA. x S" RE A4OHOR ___ _...____ .. ... - ATION -_ •- L Pi DOOR W/Tf4AN8dN ABOVE © m ui — — F (SEE Dt ---. ...... I " HEADER (SEE 6' BFARFYAll 011 = O2 @ Dil b/SIl WUTNG BELGL -r' r—".---- -----, I NOTE: ATT BEARING WAIL �} _ ELNIIP 6:i6-1r TO CBS WALL W12 X b PS, 114" DIA T771 TAFCCN 6" GA. STAGGERED : ATTAGH BEARNG WALL FI• •(2" MINE ) TO CBS ALL wR X 6 P.T, I/4" DIA i a�etHleHIS 4'-m" ,• S HEADER [SEE iA 8" Op, STAGGERED L eon ®�'-a' DTL 4/SU F2 (2" MIN EMBED) J g .y 1 HIS O __- __- ------------- 3 9- 1 " } # • vERIPr ............ --__ eTU@.. OF, DOLL4RD . X 6 SYP 02 Wool) POST VERT. FOOTING ATTACHED TO SLAB W/ ONLY SIMPSON FpSB, 2-5/S" THRI-BOLTS TO POST AND • 1 1-5/8" PIA x W 1191 1 m' m° Q1 O FIN. FLR • BB 2 1 1 o ;t FI LI Bon.68_o. I L O I FI I ZA Ila u IIQ' GARY4EDOOR RECE88-..._... .. FI 5 2T1_g,l I gll 91_yll T _yll j n e N e zo-is cti ItBeae) 1 1 - - I I I I FIN. FLR I • SLOPE I I I I I 1112' GARAGE DOUR REMN I 1 eF2 B eF20-1U17 RF3AR) I I I 1 I I I I I FI I I _.. J . . . . . . • � 0 e Tin BB 11 eF1 6-IT BFFFFhhhh 6-B BFF' 1 3r.211 yl gll FOUNDATION 4 BEAM PLAN SCALE= 3/16" : I'-0" SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LATERAL TYPE LENGTH 6U8 8F8-08 8F12-08 SFi6-OB 8F20-08 8F24-08 BF28-08 8F32-08 8U8 8F8 REIN *. CMU 8F8®18 18F16-iB 8F20-18 BF24-18 BF28-18 8F32-iB 1O 2'-10" (34") PRECAST 2231 306D 4605 6113 7547 8974 10394 11809 1293 1642 2135 3069 4605 6113 7547 8974 10394 11809 2O 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 1025 1024 1830 3069 4605 6113 7547 8974 10394 11809 O 4'-6" 54" PRECAST ( ) 1599 1969 2110 2931 3753 4576 5400 6224 -592 591 1057 2189 4375 6113 7547 (n 8672 10294 11809 ® 5'-10" (70") PRECAST 1082 1105 1173 1631 2090 2549 3009 3470. 340 339 607 1451 2622 4360 7168(48) 5036(1B) 7181(111 8328(21 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 424 534 357 1011 1729 2661 3898 5681 1 6472(111) 9'-4" 112" ( ) PRECAST 554 699 1160 1625 2564 3486 2818 3302 512 227 752 1245 1843 2564 3486 4705(67 l326 O10'-6" 126" PRECAST ( ) 475 535 890 1247 2093 2777 2163 2536 284 401 178 643 1 1052 1533 1 2093 2781 3643)se) 4754(As) ® 13'-4" (160") PRECAST 296 471 755 1075 1 1428 1838 1 2316 2883 217 324 109 471 755 1075 1 1428 1838 2316 2883 0 17'-4"(208") PRESTRESSED N.R. NR NR NR NR NR NR NR N 300 548 950 1326 1609 1849 2047 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C�►�-CR SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-IT 8F12-1T BF16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-iT 8F8-2T 8F12-2T BF16-27 8F20-2T 8F24-2T 8F28-2T BF32-2T 2'-10" (34") PRECAST 1972 3173 4460 - 5747 7034 .8321 . 9608 1972 3173 4460 5747 7034 8321 9608 O 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 0 4'-6" (54") PRECAST 1207 1140 2724 3508 4292 5077 5861 1207 1940 2724. 3508 4292 5077 5861 ® 5'-10"(70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 O 7'-6" (90") PRECAST 727 1021 1634(,z1 :2102 111 2571(,B) 3039(w 3508 (1 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1133(16) 1471(is). 1811 ps) 2152)t") 2494(it) 591 851 1326 1705 2084 2463 2842 O 10'-6"(126") PRECAST 530 552 914(1s) 1185(is) 1451 1732(ss) 200715 530 686 1183 1526 1865 2204 2544 ® 13'-4" (160") PRECAST _ 418 (®) 373 606 pq 783 (u) 962 (14) 1141(14) 1321 (14) 455 770 1145 1444 1718 1993 17'-4" (208") PRESTRESSED t428 255 404 12) 520 0y 637 (12) 754 12 872 (,2) 303 500 732 993 (W 1268 N) 1470 (14) REVISIONSI DATE R. 194 63 v7 „ H ul hy� H tsZZ W W a 04 a 11. . J a O 3; 0 z W 1 w6n13 W NAP w of g� zdu CLp�N U � � W O x 4 4 ALL LINTEL AND BOND BEAM REBAR TO BE e5 UNLESS OTHERWISE NOTED LINTEL D 5I N LOAD BEARING: 30 psf LIVE LOAD (200 psf TOP CHORD) 10 psf DEAD LOAD (100 pi BOTTOM CHORD) UPLIFT: 26 psf MINUS DEAD WEIGHT OF BEAM,020 PLF) I. ALL LINTELS ARE SFI6-I5/IT EXCEPT AS SHOI.LN. RECE55ED LINTELS MAY BE USED FOR SPANS 5. V-4" (V-S" MAX. LINTEL LENGTH). 2. ALL LOADS ARE P.LF, 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. D. RECESSED DOOR LINTELS MAY BE SUBSTITUTED FOR TYPICAL LINTEL. PRE-GA5T LINTEL 'L 1 I_1 LOADS PER 01 REBAR (v r • t }.. (CID • • • o . . . - . .. L-1 BB-1 BB-2 8F1E-1B/IT 8F16-1B/1T 8F20-1B/1T 8F24-1B/1T 8F28-1B/1T \� �R I" 0NE) SEAtill �iClkl4EDULE f_ RA 0 �(gyg � � � Z -1 LL, ly C) l.ul a) 0� I LL L" Z .0.— 0 MARK SIZE REINFORCEMENT REMARKS BOTTOM BARS TOP BARS BB S" X S" X CONT. -'- 1-05 CONT. PERIMETER BEAM BB-2 (2) 8" X �" X CONT. -__ I-S CONT. PERIMETER BEAM L I 811 X 811 X PER SCHEDULE I-r CONT. LINTLE (BOTT, s V-011 /) NOTE: AT INTERSECTIONS USE 1- 05 CORNER BAR 30" LONG, EACH WAY C-1 Oe Sill GROUTED CELL W/15 VERT. C-4 DQ Ill l6" GROUTED CELL W/4-5 VERT. G-2 o e S"xl2" GROUTED CELL W/25 VERT. C_g 1 " 4' X d SYP •2 C-3 OQo 8"xl6" GROUTED CELL W/25 VERT. C-6 4" X 6" SYP 02 !T/ Pam. X Xi F0071N �� D L MARRK SIZE (W X L) THICKNESS (T) REINFORCEMENT REMARKS CUSTOM WIN5TON-B-LH BOTTOM BARS TOP BARS Date: ma-®6-re FI I'-6" CONT. I611 2-15 CONT. 1-05 CONT. MONOLITHIC SCgI@: Al F2 I'-6" CONT. 1611 2-05 CONT. ----- BEARING WALL Drawn: r5 F3 I4" X CONT, 1211 1-5CONT. --- THICKENED EDGE 4 3'-6" X 3'-611 1211 05 REBAR 6110.C. EACH WAY COLUMN PAD TOP AT 16 BELOW FIN. PLR pg I II 31.011 X 31 (DII 1211 15 REBAR 6" O.C, EACH WAY BII en, nl ...--- 16 4" 12'-4"-------------- HB W/ $HOWER b HEAD • F •PANELLAS'4' -' CLG, YueQ V II g1-5110 A 31 II V Fj'_gll Itlll gl- bl-qu 811 V f 131-bn gll 151-b 11 V-All Y.. BATH 3V I 9 -411 CLG. SIC: CTYEGRESS) r -1 iEM ;: � 5 MASONRY BEAM (TYP)N \BE �/ � ROOM 4 r� _ - - 2" • _ , ,, v PORCH 12 - pi�iNC� '' c A3 '- 21 - 011 ( i i 5 �. \ r :-J 9'-4" CLG. 12 TONGUE AND GROOVE TYP. +. - COFFER CLG:., - - _. - \.. 8' 2 - II'-0 4 3.4 4"' 6.511. y1.511- �S" TP ARC L2880 M FAUX BEAM 2-- B'-3 AFF Wz, I TEMP. e- 3/A2/ ELEC. METER v i • • .lv.lx.) _ _ _ �5 4 All_ -5'� ' - (SEE3/A2) -� - - - - r - '_4"CLG.-' PANTRY I - - 'ell � - - - FAUX BEAM (STAINED)' BOTTOM OF -- in e = 2 A3 9 4 CLG. 7660 SOFFIT 6 g'-gn AF REA, ROOM ' 'M FER I3EDR M Q - BEDROOM 3 / I -r_ VAULTED CLG. - - _ 9'- "TO DEL. Ill COFFER C V - -----� 5i_411 CLG: _ - 11 3 0 il 4 EGRESS) -5'�+' IOW U1 i -8n - " '® � 8' _ 12'_b" 4"y 0" 2"oil .. •- 2r�jj" 1 �' 3,�,brt 4 _.I.41' 21R I � 4-4- `11 71 7 / HOOD y'EN-CH- I I /J 1 I i," - II � 0 I CROU.N N MOLDING 1-0n 3'_0" � T _ H 1 1 N ° I l- - - _ - - - - - -- - � TYP (TYP) - - - - - BOTTOM GIRD) R TRUSS -= 1 51 4" T010.0" COFFER CLG, Luc I v LAv ARCFII I 4 AFF gl -- N BATH M e } §" 10" 4"I h A� , 14-2"...---- - 6 - 1 4 5 -3 _51 4h' g _011 2" • t - ' c�oser- a _ _ _ _ - - r 2) 2OW r 81l w/ fi oasc.TEMP> i - • .. , 9 -4 CLG. _- 0 SO .: + I a ALL m - m N 3 LINEN � VENT BEDROOM2 tt 2BOO 9 -4' CLG.'^ -- '.:.. . ' THRU '. 9'-4" CLG. r0 R I I :. .; 'vTW) WALL a 1TA" FLG,� W - 1 i � 0 2 4" CLQ. 8 ' 2 6'. 4" --_ m..-........ tr--2n ,r+ -0' - � 2 -0 v. �54" -_ I - t 1' 12'_9 ....� _ :-_ .. L._...-...... 6,1 -.. Ti �( � 6 4 -V"..-... -5 -3 c, - � Ac coMP. ®• y 0 A U I I�I Y W I r C ACCESS STAIRS p o 4 AHu IN 3 Att1c I TYP.1 e - a 9'-4'I CLG. 4 O B at FF 9,-IllC G, _ 2)2 J (E�rq m r a MQNIS • • 21 PANE • - - - - 1.1b" 3R-411 3', l' 8' 2" 101-6 4 1,511 4 " 2'l F_22" X 3�L" 04 ALTTIC ACCqE55 i ,lUB�I Q • g'l (TEMP) - q6-OUT 13OLLARD ONLY • e - --:- ENTRY ICHE t0 D N TE P. GLASS 12'-411 CLG. b' 9'D CLG. EN L. W/DOOR 0 B O (TEMP) a TONGUE AND GROOVE sY ® * _ (EGRESS) - 45" KNEEWAL ENCL. W/ v. 2 g 21 • . . I. as --- 4 21' _2fA1 II 9 I - I'1 4 II' K SPACE W/DRW. v 8" 21'-g1' 8" of 91_G11 1.41 M t+A l l l V I -1 m oRL� '_411 TO 10R_0l'`v Dill an --- -- GARAGE MASONRY COFFER CL.G. BEAM (TYP) LA I • = • TUB DEO: r� 3 V-4" CLG. IY-4" AFF .. _ .. 12'41 _ TYP. AFF (TYP.) 9'-4" AFF S v b 611 (TYP.) m (SEE 2/A2) v m (SEE 2 I I' M SONRY COLUMN W/ -` 4" 11 A50NRY BASE • I � T - I _ ( E /TEMP)) 4 -1 d 41 22 1 ry = i N e3 g_..._-.--.. .. ..___..._ ..._.._ .... ..._....-..... . ___ • • hill1III"1. • • • • 1 ' T-3" �'-all I'•l"-4" V-311 2'-10" W-211 T-10" 29'-011 161-10' P.T. 2X6 BUCK ATTACHED WITH 3/S"x3"SLEEVE ANCHOR BOLTS (1-1/2"EMBED) ON IT" CENTERS (2000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCFbRG, OR 1/4"xY TAPCON SCREWS 0-I/2" EMBED) ON 14" CENTERS (20W F91 FRL 00I OR W CENTERS X-V &.OIyJ.I- HK OD, WAS M RIXPfxED ON TA -CM.. ANCHORS MAT BE COL N75RSIW MUT NOT REQUIRED) TO PROVIDE A FLUSH MOUMING SURFACE. HORIZONTAL JAMW DO NOT TRANSFER LOAD. UI ° ULUL=-t-I-dS VERTICAL )TYP.)-' 2'-0" r O.H. DOOR r DTL I GARAGE DOOR BUCK SCALE: N.T.S. 1,/0" DRYWALL ATTACHED TO TR J56 WITH 1114. % SCREWE 12" Or. FIELD WO.C. BUTT JOINTS CONT. 26 GAIYE METAL TRACK TOP AND BOTTOM W/ 1/2' DRYWALL BOTH SIDES 111 (1) • 10 SM6 a 24" oo. WALL ATTACHED WITH III% ATTACHED , 12" O.C. FIELD 26 GAUGE CHANNEL SHAPED METAL WALL S" O.C. BUTT JOINTS 6TUD6 2411 O.O. 80110M TRACK A7IACHED TO SLAB WITH HILT) PINS CIAX I" LGTlG WOOD BASE 4 TRIM mib" O.C. 10 FINISHED FLOOR 3 TYP. NON -FEARING WALL DETAIL. A3 SCALE: N.TS. 8" CBS U MIN. VXV P.T. BUO MAX. 1/4" WINDOW <Aa•,.e P 112" DRYWALL PX4" PT. WRAP 34ellx 1 V4" TAPCONS FILL ALL HOLES PER MANUR SPECS REVISIONSI DATE i •',A a A.ea -_. al O NOTE; " PRIOR TO BUCK INSTALLATIONr,A7` APPLY A WATER RESITANT COATING fPER FBC RESIDENTIAL R-103,4) z TYP. WINDOW BUCK DETAIL A3 SCALE! N.T.S. eyamte>,9 -td➢Ofli:eiEBi£EAxnE' 6_i3" U IS" MAX. I-J IS" MAX. p H L �Vj *,MAX,IT Z 6-S" H N07E: a' PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING _- .., .. F+1 U, (PER PBC RESIDENTIAL R-VD3.4) O EXTERIOR DOOR FUCK DETAIL w A3 2x6 P.T. ON SIDES OF MASONRY OPENING SCALE; KTA jT rl 2. FASTEN SIDES THRU'JAMB 4 2x6 WITH tz W N�,,x1 I/4" x 4 1/2" TAPCONS, W PROM THE TOP ay� r� IN `�•' 4 BOTTOM 4 I6" O.C. BETUEEN. A SINGLE O d U REQUIRED. TENER9 I9 ALL THAT IS U VVV y 3. 10ELLS ON BOTH SIDES OF N OPENINGS ONLY ONE SIDE REQUIRES I 15 VERT. J z � W 0 � ha � U ° �a u FINISH BACK OF DRYWALL DRYER VENT 21d RECESS DRYEI VENT I-ll `0 RECES SIDE VIEW FRONT VIEW Di`•'T-ER VENT NIGI-IE DETAIL N,T.S. _ GENERAL NOTES 01. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT THE INSTALLATION OF ALL NEW WORK. IF DISCREPANCIES ARE DISCOVERED, DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO THE APPROVED DOCUMENTS. 02. ALL CONSTRUCTION SHALL COMPLY WITH ALL STATE, COUNTY, AND LOCAL CODES AND PPLICABLE AMENDMENTS ( LATEST EDITION ). 03. TUM CONTRACTOR 15 RESPONSIBLE FOR THE ADEQUATE BRACING OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. 04, DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER WHAT DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH ARE NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER TO Cc' i AIN SAME. 05. INFOIzTTATION FOR THE BASIC LAYOUT OF THIS DRAWING WAS BASED ON EXISTING OR FIELD t;IMENSiONs ( F. D. ). CONTRACTOR MUST VERIFY IN FIELD ( V. I. F.) ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DE51GNER OF ANY DISCREPANCIES. 06. THE CONTRACTOR / OWNER ( IF OUANER BUILDER ), IS SOLELY RESPONSIBLEt FOR THE MEANS AND METHODS OF CON5TRUC7ION, AND THE SAFETY OF CONSTRUCTION WORKERS. 01. ALL WORK SHALL BE PREFORMED BY CONTRACTORS POSSESSING VALID CERTIFICATES OF COMPETENCY AND OCCUPATIONAL LICENSES, RECOGNIZED AND ACCEPTED BY THE LOCAL GOVERNMENT HAVING JURISDICTION, OR BY OWNER 08. 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 EXPRESSE0 OR IMPLIEp IS HEREWITH GIVEN. OS, 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. 1R302.9.0 13. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 1R301.92> 14. ALL TERMITE PROTECTION SHOULD COMPLY WITH Ill PROPOSED HOUSE IN VERY HEAVY TERMITE AREA. 15. ALL LUMBER USED SHOULD HAVE QUALITY MARKS PER R311.2 16. TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS. (R102.4.1 AND R102.42.). IN 5HOWEIR SURROUND AREAS. 11. WEATHERING IS NEGLIGABLE. 16. GYPSUM BOARD COMPLIES WITH FBC 1023 ST. LUCIE COUNTY WILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT OPBaW 9C7FDNE: gLLR4i DWk10A:TdfAD•.:5COR5,gLOgYx I#X)Ri,FUkDG4A%,LL4U,71S,1 OKMJGNig: i7F4A76 0 FRDDIIGt MERE M!E MA4FA01lm SLAM, DEOCPoI ATIACH' FE'la Til 15119EEDW F767OUCT A•PR7VAL NLEER RUM DEEY3J F FRAIICfDEOli4 FROM 756W➢LE N2Y WFOCOPACT) W X63' 015KM00CW$TSEFE 5VIAM1 3V x I W' TAFCQ45, FILL ALL HCLEA Rion d6S51.A15 401-W 7 S H3Y AIOORC(ll 31' X63' OJSTC111141 5TO1Ed 5A6'LMA Aix I V4'T4r6Il FILL ALL IIO,B RI6MI al ''10ID1-W n 55lYiE NFL' Al W X 63' OJOICliftm 182FFffi 5A6' LdMI 3M' x I V4' TMTM III ALL VIClE4 rl*m 1 i36%/•3415 xvf -W 0 9 H326M7E N2Yd &00 P'G(M'ACi) X 76 1%' OYiid1IOOCU gT5TE1M15 5fb IAMI 3A6'x1U41ACCtiS,FILL ALL IpIEb F L'brtl,l d655/-48J '10ID1-bID .Z {I- IO H;FDGLAb I"Wom 2(HPACTI 24, X24, 0701 F9DCi71Ill 5A6 LMg )Mix I3/4 74WS, FILL ALL HOZ F.W0.4 dVO/d95d MID I-15D L 2 EXEFIGR DCOf& lIAffDREfRxLA% 19)38° x%' DMIN 5A6'LN6 V4'x 3W'1AFCONS 6'RiT1 WO,D'OOFELD R.20469 dab AIT, me/ -MA ,r^� ¢. EXIBUOR DOOM LiAM IEE%ilA% CU30XW1V3PX35'M 11ER1A2R7 D/VLM11 UP x 3 V4' tiC@J36'WEXA WODFW fL 2016812 d1P/-3566 +SOD I.500 S RXE QM 7AWA FUB'MPVC(II4ACi1 132'X36'ARCH OSTCM um gYOTFF% 516, LMII 346'x 13M' 1A1YlFILL ALL NOLB R5019.4 d411 +15D1-bID % Q� H 25III I MOOPVC(I'PACU (2)%' X63' OATCHV0 MMTS-6 ILAMI L16'x I W'ToPiC 5,PILL ALL NIB I I d635142J '10ID I-vID p''� 5 256W HFY➢ OWI(MPAQ) (We X63' OATLM am OYOTE28 111g 5A6'LAM 346'x IV4'7# M, FILL ALL HD;.B I TOM db551481 '1IDID7-'DID 6.� S F30E3DRDCOfID C{.A fmrAAxb 3T X%' ffi gAgx �g V4' x 3 V4 TAFCCN5611 EDGES, 2' OL FM R2040 'SOD 130D A 25611 OW FVL(M'AM NO X63' CIDT01RO011 OY&I" g' 34'x IW'1APCCMS,FIll ALL HIM ROI x%55/4811 '10D1•vp 0 799MflPHWi 800P2(MPACi) W X6Y 0J6KMLLW6TOTEMS W 1,41E 3A6'xIV4"TAKQS,FILLAu l FUII %B1.411 '%DI-bID N/ /�'� E H 32 511 HWi W IF'X(1�A011 26 W X 20 CETM gma STOTETE 5 1.0 311l I W' TAFC(2S, FILL A41 H= Fl1 '%35/-4911 '10D 1-'EID 113251 HtYx ON PUC(FPAQ) mil'x76' QhTom ALtiL1OTOTES %, LAM 3Pb' x I V4'7APCQS,F81 AL 400 FUIRI d6351•ffill 'FDA I-W •� 71 EXIEfd XOR I PETAL IV, xw WAY WA (SEE MALI R.III OM.30P0 22 DaVil tDOCK I IE1M. FP' X56x fj WA (gE ml- 143) R. 165468 'Y53, __ d6D/-YID CUSTOM WINSTON-B-LH FPo7p1C7 MME.d MAKIII ATTACIRBfrM:naD Ml=APRDVAL SVLDWx DEW FR7GCfDBVid NMBER Fl pill NLLIRbf Y AUK CATC74 I 5Y6TE15 Mb CLIPS IWO III °.CRIB NI IJEYJD OR VAL OR V4' ELCO LLTRA M INTO HOW. N OR 611 FILE 5= FLS520.1 - '3655/-4811 -_- lop 1.650 Date • os-o 19 Im HEAL W C045T SIR'LY A1ANF. 40 O.G Ill f IW51J5 Sol STUCCO "m 0)IMES ON= Al TO Kill 114U Sm 61VCC0 1I (37LAYISIS6 OAllToHIGHFO50MALLATHVLEDTOIIITAUSPERFIXRISALOR5TAiE Scale: As SHOWN IFJfRCAIE PAEL6 WA 6' 5PAV CRI10Fi IIIAI I I A==A I - Al nN Drawn: Ts U1JJJIU JJILLUJ liLLLUJI B' CONC. BLOCK 6 V-4" ASP Oil BLOCK 6 12'•4' AW 0 INT. BEARMG PAnTION WI R-B NSJLATICN (SPRAY FOAM) 4' OR 6" INT. PARTITION RILL 4eIGHT LIVING 2,623 5F GARAGE 1,105 5F PORCH 340 5F ENTRY 222 5F TOTAL 4,4W 5F 126341.3 CUBIC VOLUME) OONN OT OF 5CT4 DUL REVISIONS DATE TRUSS/ MEMBER MARK/ID TYPICAL TRUSS TO MA50NRY GIRDER TO WALL TRUSS TO BEAM (WOOD) TRUSS TO BEAM (WOOD) TRUSS TO LEDGER (WOOD) GIRDER TO POST (WOOD) TRUSS TO WALL a r IPLIFT G ONNECTOR/DEVICE CONNECTOR ALLOWABLE NAILS-QTY. 4 SIZE PER REMARKS / ORCE O LOAD VALUES CONNECTION (106 NAILS PRODUCT IN ARE 1 1/2" LONG FOR APPROVAL N SINGLE MEMBER TRUSS E REACTION UPLIFT LATERAL LATERAL C LOAD LOAD TAPCONS - QTY 4 SIZE T PARALLEL PERPEND PER CONNECTION O TO BEAM TO BEAM R FI F2 ZE PER CONNECTION O SIMPSON HETA 20 I -PLY TRUSS - - I,8100 3400 1100 8- 0,148 X 1 1/2" NAILS . F UP TO ; �� C `? erg 18100 FL-11413 °• GSIMPSON HETA 20 2-PLY TRU55 ---- 1,6100 3400 1100 8- 0J(o2 X 3 1/2" NAILS UP TO 2 SIMPSON LGT 2 ---- 20300 1000 110x 16 - 0.145 X 3 1/4" NAILS FL-11410 U 20300 1- 1/4" X 2 1/4" TITEN PTO 3 SIMPSON 1410A ---- 10400 5650 2550 18 - 0.148 X 1 1/2" FL-1044610400 11 0 14 -0,146 X 3 1/4" NAILS TO STUDS UP TO 4 SIMPSON LGT 2 ---- 1885" 100x 110x ib -0.148 X 3 1/4" NAIL5 TO GIRDER FL-11410 Fa 18650 ADD 2 X 4 SCAB 12" LONG TO 1 PLY TRUSS- & -fbd NAILS O SIMP50N HU5 28 4,095x 1160x ---- ---' 22 -0.162 NAILS TO LEDGER FL-10655 W w a 11600 8 - 0.162 NAILS TO TRUSS UP TO O SIMP50N CCQ44SDS2.5 le,020 x 5,310 x ---- ---- 14-1/4" X 2 1/2 SDS TO POST. I/2 SDS TO GIRDER FL4410 Q v� 5,310x 16-I/4 X 2 1rh1 a UP TO 34500 O 5IMP50N LGT3-SD52.5 ---- 34500 IS50 385x 26 -0.148 NAILS TO STUDS 12 506 1/4 X 2 1/2" TO GIRDER FL-11410 y IN V m G w � H NOTE: ALL TRUSS TO TRU55 CONNECTIONS BY TRUS5 MANUF, N i Z - - — C7 u W, R-20 ICYNENE 'CLASSIC MAX' INSULATION W/ yyyy (yi NO BURN PLUS' INTUMESCENT IGNITION BARRIER FLAME SPREAD INDEX 12 II OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX OF 460 OR LESS CGMPLYIN:¢ WIN PEC 6TH EDITION 0011) FESIDENTIAL CODE, SECTION IBIS AND TESTED PER ASTM E84 AND UL VS—7 1/-0 UNLESS NOTED ❑ OTHER1J15E T"�FIOAL END DETAIL PIGGY BACK TRUSSES ATTACHED TO MAIN SPAN TRUSSES W/ SIMPSON LTS 16, 12-10d X 111211 NAILS (R. 10456) (TYP.) (NOTE: INSTALL THRU PLYWOOD) 2X4's AT 24" O.C. ANCHOR TO ROOF TRUSS W/ SIMPSON LUS24, 6-10 NAILS (FL 10655) TO DROP GABLE W/ SIMSPON HS, 10-10d X 1 1/2" (rL 114-10) (TYPJ ' (3) LAYERS OF STUCCO APPLIED � 1TpN TO METAL LATH; ON (2) LAYERS OF VAPOR EAWJM LATH NAILED WV 2' aN NAL TO 5/S' CDX PLYWOOD NAILED TO TRUSS VERTICALS OF DROP GABLE END AT 24" O.C. V (8d RWz OW NAILS o4" EWES 4 V FIELDJ ROOF FLASHING BEARING BELOW LIVING SPACE SIDE `TOP CHORD OF TRUSS —INSULATION BAFFLE ATTACHED BETWEEN TRUSSES OR BUILDING WRAP STAPLED TO FACE, TOP, AND BOTTOM CHORD OF TRUSSES NON -LIVING SPACE SIDE —BOTTOM CHORD OF TRUSS THERMAL FARATION DETAIL NOTE: SEE TYP. WALL SECTION FOR FURTHER DETAILS SIMPSON HMOKT— W/ (4)1/4" DIA. X 1 1/2" SDS SCREWS TO INTO TRUSS AND (5) 1/4" DIA. X 2 I/4" TITEN SCREWS INTO BEAM BOND BEAM — AT MAIN SPAN TRUSSES ?YPICAL WITH BOTH HM%T Trd.ISSE9 CLIP AND HTSMI6 0 24" OA. UPLIFT- IW LBS N ° TSO LBS F2 • 2W LBS AT JACK TRUSSES USE HMSK O 7- — — — — _ _ O O \ RIDGE / O / 2 \ � O � L_ — — — — — -- 0 5 8 CDX PLYWOOD DECKING NAILED TO TRUSSES w/8d RING SHANK NAILS,. AS PER ZONES. ZONES O &O : 8d RING SHANK NAILS 0 6"o.c. THROUGHOUT. Z914E O: Sd RING SHANK NAILS 04"o.c. AT EDGES, 8d RING SHANK NAILS 0 6"o.c. AT INTERMEDIATES. ROOF NAILING ZONE5 ISOLATE TRUSS FROM CONCRETE W/ A GALV. METAL PAN OF A SINGLE LAYER OF 050 FELT. SIMPSON HTSMI6 STRAP W/ (4)1/4' DIA. 2 Ye TITEN SCREWS /o INTO BEAM AND (5) 10d x 1-1/2' NAILS INTO TRUSS, SIDE VIEUI ME, � a�U �u "LBS LB05 SBSOUTSIDE FACE INSIDE FACE O5TON HIF DETAIL 4 SCALE: N.T.S. MISSED ANCHOR DETAIL (10)10 x1 GENERAL NOTE5: ROOF TRU55E5 Lu 110) 10d x I /2" NAILS LADDER FRAMING BETWEEN TOP CHORD OF TRUSSES I. ROOF LAYOUTS PROVIDED ON THESE PLANS HAVE BEEN USED SIMPSON SPS TOP AND BOTTOM FOR STRUCTURAL AND ARCHITECTURAL DESIGN. TRUSS MANUFACTURER < c (6) 5d NAILS IS RESPONSIBLE FOR THE FINAL TRU55 LAYOUT, SPANS, AND ALL (2) 2 X 8 TOP PLATE TRUSS/HEADER ENGINEERING. CHANGES TO THIS LAYOUT THAT AFFECT +- ly 1/2" DRYWALL AND 2 X 8 x 16" o.C. STRUCTURAL OR ARCHITECTURAL DESIGNS AS SHOWN ON THIS PLAN INSULATION ON THE W Lu INTERIOR SIDE SIMPSON MSTM I6 W/ (6) 10d AND SHALL BE PROVIDED TO AND APPROVED BY THE DESIGNER AND/OR — (4) I/4" X 2 1/4" TAPCONS EACH SIDE ENGINEER PRIOR TO THE FABRICATION OF TRUSSES. ® ED U 2 X 8 P.T. BOTTOM PLATE 2. WOOD TRUSSES SHALL BE FABRICATED BY A LICENSED WOOD TRUSS ul 1/2" VIA. X 6" WEDGE FABRICATOR. TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH ANCHOR ® 32" O.C. DESIGNS PREPARED BY AND SIGNED AND SEALED BY A FLORIDA (a) LAYERS OF stucco APPLIED REGISTERED PROFESSIONAL ENGINEER. TRUSS DESIGN SHALL FOLLOW � — TO METAL LATH, ON (2) LAYERS OF VAPOR u PARRER LATH NAU.PV P01 NAIL TO 6d8'CDX FLYW OP NAILED TO THE SPECIFICATIONS AS OUTLINED BY THE NATIONAL DESIGN �y SLOPED KNEEWALL EXTERIOR SIDE SPECIFICATIONS FOR STRESS GRADE LUMBER," AND ITS FASTENINGS BY Lu (Sd RNG%IANK NAILS M'EDGM 4WHELD) AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (LATEST REVISION); AND X $— "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD X L� TRUSSES," BY THE TRUSS PLATE INSTITUTE. X 3. THE DESIGN AND SHOP DRAWINGS, AS WELL AS THE FABRICATION OF X— A,4 J L. O F E D <N E E UJ A L. L. D T L I WOOD TRUSSES, WILL BE SUBJECT TO THE INSPECTION AND APPROVAL OF A4 SCALE: 3/4" = 1'-0" THE ENGINEER AT ALL TIMES. CUSTOM WNSTON-B-LH 4. THE HANDLING AND ERECTION OF WOOD TRUSSES SHALL BE IN TRUSS CONNECTION LIST WALL HT. LEGEND ACCORDANCE WITH THE SPECIFICATIONS NOTED ON THE TRUSS Date: 08-O8-Ie MANUFACTURERS SHOP DRAWINGS. S 11 ° As SHOWN SCALE: 3/1&ll 11-011 QTY PRODUCT g HTU26 4 HTU28 1 HHUS26-2 1 HGUS28-3 c e. 5. ALL NGINEERED HEADERS AND METAL CONNECTORS BETWEEN MAT RIALS SPECIFIED BY THE TRUSS MANUFACTURER SHALL BE SUPPLIED Drawn: TS BY THE TRUSS MANUFACTURER 6. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS ON THE TRU55 LAYOUT 9 / — 4 // A, ( r r , I AND TRUSS ENGINEERING BEFORE THE START OF TRUSS MANUFACTURING. 1. ALL UPLIFTS CALCULATED BY TRU55 COMPANY HAVE BEEN REVIEWED AND APPROVED, SEE TRUSS MANUFACTURER'S SHOP DRAWINGS, REVISION] DATE .I 4W M" h I 4A V F1.91LL. {/ .NIAt AW +eAS7, LK K4,TEIV1W0F1W IN COMM AC PM PRtE 4T AF"Y WANT EYTEP�D 6' 7J FH2 f fJDU^T .�6+PRCf/ALS. tT TL D ALLeZ CYr 7-m YW.L. ° ••' .' 4 A.T. Nre I $xTMOR !'Aa OF MIK AND PSZK TO Kk50NRY T 0 NOTE: PRIOR TO BUCK INSTALLATION INSTAL. KNXI y+R Ems. FASTEN MR PKIPMT APPLY A WATER RE516TANT COATING APC'WVAL ANTS 5M PU OC OR WM FRAW TO (PER FBC RE51DENTIAL R-.103.4 AND PP. NCW 9" AIO 14i`d7Wy AAMA 114 FOR FLUID APPLIED MEMBRANES) USE PROTECTO L01200 BY PROTECTO URAP UUINDOW / DOOR OP NINE WATERPROOFING NT5 TOP OF TRU5$ HEEL TOP OF BEAM METAL ROOF (TYP.) IEGRE55) OO (OBSC./TEMP.) 91 J IJ IIJ (D TEMP. FIN. FLR. OwC/TEiMP. fRI H7 SIDE ELEVATION SGAL-E: 114" = 1'-011 DECORATIVE OUTLOOKERS ON FREEZE BAND ARCH (SEE DTL S/51) STUCCO PICTURE FRAME ON 16" MASONRY COLUMN (TYP) BOSTON HIP W/ STUCCO LAP SIDING (TYP.) OH � STUCCO LAP SIDING (TYP.) STUCCO BANDING (TYP) !Ue6 HEEL SEAM 'I =a- + R. 5T. LUCIE COUNTY 5UII_DING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT OFfNMfs SO14MAU: 61% DOM, OVMAD DOORS, SLIDNG DOORS, FIXED GLA55, WINDOWS, 4 6KYLKsH OPENING FFOWCT MGDEL s SITE MANFACTURER amAttAC4 W *70 PROWCT APFNOYA BUILDM:i DESIGN FRODV MU N D DE8MFTION TYPE, SITE, SPACWNG, 4 EMBEDW N39BER f low-411R£ 1 25 WALE 4m 8ID0 FvC (IMPACT) 38' X 63' CWTOM WINDOW SYSTEMS 5116' LAMI 3A6' x 1 A - TAFCM, FILL ALL HOLES "I M.1 +3655/-3315 +10ID / -100 2 25 sw HNG SIM PVC (WAOT) 38' X 63' CUSTOM WUpOW 6YM 5AP LAMI 3A6' xI 1/4' T*OONS FILL ALL NOLES Rwm. I +3655/-33T5 A00 / -100 3 15 S E Hlkt 8100 PVC (IMPACT) 35' X 63' OBTOM WINDOW 6TSTEMS 5/16' LAMI 3M' x I A I TAPCONS RLL ALL HOLE5 FLI6m. I +3655/-3515 +10.0l -10ID 4 EXTERIOR DOOR GLAZED FIBERGLASS (2) 38' X %, TIEWATRI WA V4' x 3 114' TAPCONS 6' FROM MO V' OL FIELD FL 204 611 +011.42.11 wo l -500 5 H FW 8300 M (IMPACT) T2" X 16, ARCH OWSTCM WINDOW SYSTEM $4, LAM 1 3A6' x I 3/4'TAPM, FU1 ALL HOLE6 FLW0I0. 4 +3628458 Moo / -150 6 25 5w N" No PVC (IMPACT) 38' X 63' OWTal WINDOW SY51ET1S 5/6' LAMI 3AV x I V4TAPCONS, RILL ALL 80LE5 1:1.16m.1 +3655/-3515 +100 142 1 35 61465LE HW 8I00 PVC (IF9'ACt) 1 54' X 63 OW5TOM WNDO W 6T6TEM5 5116' LAM 3A6' x 11/4' TA WIS FILL ALL HOLES FUbm. I +3bM/-48.11 10D l -10ID pejeeeeuesee eyvo U 4'4 z z N a O z a N N W � Cq � C\ H x°z u U " pw O°N,.°a,adWU aau C H LIA c<l �G LU CV `Z` -- 3� C � U � I B FW 63M M (WAOT)I 20 X 36' CWSTCM WINDOW SYSTEMS 51IS' LAMI 3A6' x 13/4' TAPCON FILL ALL HOLES FLB010.4 +35b8/-4638 +160 / -15ID CUSTOM WINSTON-B-LH 9 N 32 SMW.E 4WNG SIM M (IPPACT) 26 16' X 26' OWSTCM WRfmOW 5YSTETLS 5A6' LAMI 3/6' x I VO TAFCLiJS , HLL ALL NOLES FLIBm.1 +3655/-48.0 +100l -10ID 10 FIXED C4.A55 FW S300 PYC (IMPACT) 84' X 24' CUSTOM WINDOW SYSTEMS 5I16' LAMI 3A6' x 13/4' TAPCOHS , RLL ALL HOLES F1.13060.4 +3128/-4%% iaID I.15ID Date: ms-m6-19 U EXTERIOR DOORS GLAZED FIBERGLASS (2) 36' X 56" T4Ek1ATRNN SA6' LAM1 14' x 3 V4 " TAPCON9 b" FROM EDGES, D' OL FIELD FL 20468WP +3351/41I 12 EXTERIOR DOORS GLAZED FIBEKiI-A58 @)3V X %'vn)38' x%' WLI6 TROAR 5A6' LAMI V4' x 3 V4' TAPCM 6" FROM EDGES, II' OL FIELD R. 20468W2 62.45/-3566 UP I -500 Scale: A9 SHOWN B RXED aAWi TRANSOM FW 8300 PYC (IMPACT) B2' X 36' A9:41 CUSTOM WINDOW 5Y61EM5 5116, LAMI U16" x 1314' WON, , HILL ALL HOLES H.Mt 4 +3426/-38 i +150I -150 W 25 SIW.E HIPYs 8400 ((I'pACT) (2) 36' X 6Y CUSTOM WINDOW SY51" S11P LAMI 3A6' x I V4' TAFCLRN6 , FILL ALL HOLES FLVim. I +3655/-48NI 4001.10ID S 25 SINGLE 4A SIM K (PPALT) (2) 38' X 63' OWTCM WINDOW 6YSTEFVi 51Vs" LAMI 3A6' x I V4' TAFCGN5 , FILL ALL NOLES H.16M I G655/•48.0 10ID l -10.0 D raw n : 75 Vs EXIEfWOR DOORS GLAZED R 615i A55 32' X %' iHERMA1fWl 5Ah' LAMI U4' x 3 V4 ° TAPCOIWi 6°FROM EDGES, D° OL F ELD FL20468.0 50D 1-50.0 11 25 6PYiE Rm 8650 F1C (IMPACT) 38' X 63' CIATOM WINDOW SYSTEM6 5/6+ LAMI W x I VO TAFCANS , FILL Al HOLES FLVil111 +3655/-4811 +10D / -100 SIM M (PTPACT) 30, X 63' CWSTGIM WINDOW SYSTENb 54' LAMI W x 11/4' TA WO , FILL ALL Hms FL16M, I 3655/•46A 1PID I.10ID 8100 m (FIPACT) 26 IO' X 26' CWTOM WINDOW 6106 5/6' LAMI MV x 1114 TTAPS, PILL ALL HOLES FLlbm. G655/ 48WI A0ID 1.10ID W PVC (IMPACT) 26 IQ' X 26, CUSTOM WINDOW 6Y$TEM5 54 LAMI Yi'--x 1 V4' TA°COtN5, HLL AL HOLES fL6m. I +3655/-4811 A0ID I.10ID META. S, X %' CLOPAT WA (BEE DETAL VAN) FL V{ k 131531.3606 + Ai m„ v d:Y r1 roer wA nuc ma 1/e31 PL ibm" +3153/ -36ID8 +360l -420 s REVISION DATE SF24-IT 8F24-I5 (01 REBAR) LINTEL BOTT. a 8'-3" Fs"m I FNFN 3 KA /C® UMN DETAIL AT RuNT DO® 4(o SCALE: 3/8" = I'-sa" KITCHEN 97-4 -0 ira -0" COFFER GLG. 8" X 32" BOND BEAM SF32-IT SF32-IE (01 RE5AR) AT TRU55 GAP SLOPED KNEEWALL ON WALL TRU55 PROFILE BEYOND 8" X 16" BOND BEAM EFI6-IT 6FI6-I5 (#I RE5,4R) 8" X 16" BOND BEAM CELL 8" FILLED - TINUOU6 WALL 12'-0 VAULTED CLGx SECT f , () SCALE: 3/0" = 1'-0" \Q 4'-2 12 75 Gx RDER TRU55 m CONTINUOUS FROM 12'-O" INSIDE HOUSE TO I THE OUTSIDE PORCH a 8'-311 all 'I 12'-0" 18" SCALE: 3/8" = I'-C" • o 8 FILLED CELL m m Uanlg�OddBtl&@8�2CBMo�� z a z W W a a o ih W �Na�W Z U U } L T- IOL ® � ry c�v �- fu CIA Cfi� dtD, U it LU � Z ILU � ll ll A CCD W JULI Q� C.) H x I_ � x CUSTOM WIN87ON-5-LH Date: oa-ol Scale: AsswoWN Drawn: TS ROOF TRU55 ABOVE -- ROOT TRU55 ABOVE REVISIONE DATE —STRAP EACH STUD TO PLATE W/ TRAP EACH STUD TO PLATE W/ STRAP TRUSSES TO DBL 2 X 6 STRAP TRUSSES TO DBL 2 X 4 5P6 SIMPSON PLATE TIE AND NAIL 5P4 SIMPSON PLATE 71E AND NAIL TOP PLATE W/ SIMPSON HIOA W/ 6-106 NAILS TOP PLATE W/ 6IMP60N HIOA (16)10d X 1 1/2" NAILS (I8) 10d X 1 1/2" NAILS W/ 6-106 NAILS 2"x 6" (MINIMUM) STUDS o 16' O.C. 211 4" (MINIMUM) STUDS a 12" O.C. q" • :. • �'° � STRAP EACH STUD TO PLATE W/ _ STRAP EACH STUD TO PLATE W/s® •°� °, SP6 SIMPSON PLATE TIE AND NAIL W/1/2 DRYWALL BOTH SIDES AND R-13 FOAM INSULATION SP4 SIMPSON PLATE TIE AND NAIL W/1/2 DRYWALL BOTH SIDES ATTACH TRUSSES TO W/ 6-106 X 1 1/2" NAILS 2"x 6" BLOCKING (MIDPOINT) W/ 6-10d X 1 1/2" NAILS 2"x 4" BLOCKING (MIDPOINT) LEDGER W/ 51MP50N HANGER (5EE CONNECTOR-�`',,, 2x6 (P.T.) PLATE - 1/2" DIA. x 6" WEDGE ANCHOR 632" O.C. 2x4 (P.T.) PLATE I/2" DIA. x 6" WEDGE ANCHOR g32" O.C. : ` ` ` SCHEDULE ON SHEET A4) o" ,3 W/3'IxVNI/4" PLATE WASHERS AT GONG. W/3"x3"xl/4" PLATE WASHERS AT CONE. WOOD BASE 4 TRIM WOOD BASE 4 TRIM. ••°�`� FINISHED FLOOR FINISHED FLOOR %"o ' n yr"'r'�sararereess� "" ;. ^ WITH 5/8" DIA ~ ATTACH (2) 2 x 12F.T.LEDGER TO WALL W . EXPANSION ^ P.. L D I SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOR BOLTS 16 " O.0 STAGGERED ( 3" EMBED) CONC, FOOTING SIZE AND REINFORCEMENT CONC, FOOTI SIZE AND REINFORCEMENT PROVIDE SOLID POURED FOR LEDGER Z W a T'�'F. INT, 5EAFZN,! WALL DETAIL I T�'F. INT. A IN WALL TAIL 8 LED[DETAIL p �, SCALE: 3/4" = I'_(D" CJ1 SCALE: 3/411 - V-011 �� Nt5 0. 0 Z Nam C# r Cq Zed (3) 2 X 12 HEADER W/(2) 1/2" PLYWOOD FLITCH DOUBLE TOP PLATE (2) 2 X 12 HEADER W/1/2" PLYWOOD FLITCH DOUBLE TOP PLATE U d'N O Z GLUED AND NAILED , 1(od NAILS , 8" STAGGERED GLUED AND NAILED , 16d NAILS, 8" STAGGERED r x �. ®LOCKING r FASTEN STUDS FASTEN STUDS TO DOUBLE TOP TO DOUBLE TOP WITH 51MP50N FASTEN JACKS WITH 51111=50N SP6 PLATE TIE TO WOOD HDR 51=4 PLATE TIE W/ 6-106 NAILS CONTINUE STRAPPING WITH 51MPSON W/ II NAIL TOP PLATE ACC 55 M5TA 12 5TRAP HEADERICRIPPLE AT 24" C/ W/ 10-106 NAILS WITH 51MP5ON MSTA 12 STRAP W/ 10-I0d NAILS FASTEN STUDS PROVIDE DOUBLE STUDS TO BASE PLATE UNDER ALL BEARING WALL WITH SIMP5ON HEADER OPENIN�5 U.N. 5P6 PLATE TIE 2 X 4 2 X 6 W/ I IOd NAILS P.T. WOOD BA5E P.T. WOOD BAS 5 CONTINUE STRAPPING TOP PLATE ACCROSS HEADER/CRIPPLE A7 24" C/ WITH 51MPSON MSTA 12 STRAP W/ 10-106 NAILS PROVIDE DOUBLE STUDS UNDER ALL BEARING WALL HEADER OPENINGS U.N. E W V x RURRI / \ CAI. N pa a. W U OR WOOD P.T. 2" x 8" W/ „ ,J FASTEN JACKS 5/8 CDX PLYWOO 1/4" PIA. x 2 3/4" TAPCONOR MO X 2 3/4" SCREWS v TO WOOD HDR ®12' oc. 6' WITH 51MPSON 2" x a 15LOCKI MSTA 12 STRAP s/a' cDx PLYWOOD W/ 10-10d NAILS x / W/ 8d NAILS Q' FASTEN STUDS INTERIOR SIDE EXTERIOR SIDE (� TO BASE PLATE WITH 51MP50N SP4 PLATE TIE oP£wNa WIDTH d OJ W/ 6-1(dd NAILS 2" x Ike BLOCKINYa FULL WIDTH OF WALL W/ 2-8d NAILS AT EACH FAOE ITIHRJ PLYWOOD TO 2x 'e l 5EAFRING WALL OFENINTAILfRING WALL OF NINr DETAIL g TAIL AfRC�4EE) Of=NINC.�5 � 51 NtS S1 NtS S1 NT5 L�L-1 c � R-20 ICYNENE 'CLASSIC MAX' INSULATION W/ —1 12 12 METAL ROOF ON PALISADE UNDERLAYMENT 12 'NO BURN PLUS' INTUMESCENT IGNITION BARRIER, FLAME SPREAD INDEX —I MECHANICALLY FASTENED TO OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX —u TJ METAL ROOF ON PALISADE UNDERLAYMENT I iJ- 5/S" CDX PLYWOOD J OF q50 OR LESS COMPLYING WITH NBC biH EDITION (2mn1 RE51DEN71AL CODE, SECTION R316 L" U MECHANICALLY FASTENED TO W RING SHANK NAILS (SEE SHEETA-4 FOR SPACING) AND TESTED PER ASTM E84 AND UL 123, 5/8, CDX PLYWOOD ON APPROVED, FIRE ENGINEERED <C 8d RNG SHANK NAILS (SEE SHEETA-4 FOR SPACI) Wool) TPo SSES ®24" O.C. METAL ROOF ON PALISADE UNDERLAYMENT _)<UA ON APPROVED, PRE ENGINlEERED \ \ MECHANICALLY FASTENED TO CIA WOOD TRUSSES a 20 O.C. STRAPS PER !I 5/e" CDX PLYWOOD 6y CONNECTOR SCHEDULE . 8d RI SHANK NAILS (SEE SHEETA-4 FOR SPACI) J 1HORD, ON APPROVED, PRE ENGINEErRED WOOD TRUSSES a 24" O.C. � ra 1 Q �I F: Top SCONdECTOR SCHEDULE TOP IIWj 44 BRACING TOP PER SHOP DRAWINGSTOP BRIDGING t BRACING `.J STRAPS PER -u u cy QO BRIDGI �t BRACING \ SEE ELEVATIONS FOR WALL HTS. J CONNECTOR SCHEDULE Ns) U PER SHOP DRAWINGS PER SHOP DRA UINGS CID SEE ELEVATIONS FOR WALL HTS. � -�- � Li 5EE ELEVATIONS FOR WALL a "RAT RUNS" "RAT RUNS" ° "RAT RLItNS" • GALV. METAL DRIP EDGE Go'-O" (MAX.) Y , GALV: METAL DRIP EDGE GALV. METAL DRIP EDGE a8'-0" (MAX.) ON I X 2 P.T.DRIP STRIP 5/8 DRYWALL (CLG) ON I X 2 P.T. DRIP STRIP 08'-0" (MAX.d - 1 X 2" P.T. NAILER ' X TONGUE AND GROOVE CEILING �J ON I X 2 P.T. DRIP STRIP I X TONGUE AND GROOVE CEILING 2 X 6 FASCIA PROVIDE FIREBLOCKING 2 X 6 FASCIA ATTACHED TO THE UNDERSIDE OF ROOF TRUSSES ° 2 X 6 FASCIA ATTACHED TO THE UNDERSIDE OF ROOF TRUSSES e n METAL LATH ATTACHED PER W R103.1.1 V STUCCO SEE ELEv'5 SEE ELEV'S FNIN 5PT MD 500 VEM (SEE SHEET M FOR VENT CXC'S) • __. METAL LATH ATTACI W PER W R103.1.1 V STUCCO �� I FINISH SOFFIT (NO VENTING) METAL LATH ATTACHED PER FBC R103.1.1 V STUCCO .• CANTILEVER (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) BB I FINISH MT AND SCREEN VENTS (SEE S4EET A4 FOR VENT CALC'S) ��_2 (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) I X 4 P.T. (TYP,) 0 CURTAIN NAILER PRE -CAST LINTEL OVER OPEN( 0 (SEE FOUNDATION( PLAN FOR LINTEL SCHEDULE) �p PRE -CAST LINTEL OYER OPENING MASONRY TEXTURE OVER — PRE -CAST LINTEL OVER OPENING (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) 1/2" DRYWALL ON (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) CONCRETE BLOCK (3-COATS) 3/4" PURRING STRIPS APPLIED ON TOP WINDOW OF I" RIGID FOAM BOARD W/ CONY° 1 K TAPED SEAMS OVER VERTICAL �® COLUMN BEYOND IS" MASONRY COLUMN (NOT REQUIRED IN GARAGE) �R� CONC OR ° ^^ SILL LU MASONRY TEXTURE OVER 4" X S" BLOCK COLUMN BASE CONCRETE BLOCK (3-COATS) CONCRETE BLOCK (3-COATS) (U 5 PERT. eEA. COLUMN 4" 2,500 P61 CONIC. SLAB 4"1 PS1. CONIC. SLAB7z (SEE FOUNDATION) PLAN E L 1 !<uCa V FIBER MESH IN CONC. ON FIBER MESH IN CONIC. ON WOOD BASE t TRIM & MIL VAPOR BARRIER ON " x 12" THICKENED 6 MIL VAPOR BARRIER ON 8" x 12" THICKENED CANONRY TENURE OVER COMPACT, POISONED SOIL COMPACT, POISONED SOIL CONCRETE BLOCK (3-COATS) Z 4"-2500 PSI CONCRETE SLAB LLJI C1(� EDGE I-5 CONT.(TYP) EDGE I-5 CCNT(TYP) Z lu OR PAYER BRICK& I FIBERMESH IN CONCRETE ON 6 MIL. VAPOR BARRIER ON COMPACTED, POISONED SOIL GRADE P e I P a GRADE TOP OF SLAB ° - - , FINISH GRADE Z X — COMPACT FILL TO MIN. I I L-11 I-i III —III —III 111=11 I —I 11- °° III 1-1 ( I I I II 1—III— 11=III=1_� �� X �— _ y S5X MAX MOD -PROCTOR III III III l t III —I L — =1 =III 1= _ - DENSITY — _IL.._I.i=_i III .-III III I L-.1..=I_IL.-. ° — ° -__ _III III —III III ._III_— CUSTOM WINSTON-B-LH r r a°a I -- — SEE FOUNDATION PLAN FOR - _ _ ._ III _- ._. IIII- 1-- . Date: 08-06 19 SEE FOUNDATION PLAN FOR L.r- III SEE FOUNDATION PLAN FOR CONC. FOOTING SIZE AND REINIFORCEMENI - -- — — — — — — — — _---III-._I I— III ,III L -I L _-III . 1.1 _I -I -I_ III _III III- .- l--J- I- I_I:—III..-_. L CONIC. PAD SIZE AND REINFORCEMENT III ----III --III-.--_III __ .III- L --III. CONIC. PAD SIZE AND REINFORCEMENT - e: AS SHOWN I' I I I' I I I .._III I I I=I-I I=III—III=1 I I=III=111=1 11—� 11 �� I Scale: —III—1I1—Ti— I, -III -I Drawn: Ts T�T' l OAL f'Of;RON SECTION 2 T-T'F 1 CAL ENTfR`r- SECTION I 1„f/4�ON%�r' WALL a CT I ON 1 SCALE: 3/4 - V-0" rI'-O" ��' 1 SCALE: S/4" • V-0" W V x RURRI / \ CAI. N pa a. W U OR WOOD P.T. 2" x 8" W/ „ ,J FASTEN JACKS 5/8 CDX PLYWOO 1/4" PIA. x 2 3/4" TAPCONOR MO X 2 3/4" SCREWS v TO WOOD HDR ®12' oc. 6' WITH 51MPSON 2" x a 15LOCKI MSTA 12 STRAP s/a' cDx PLYWOOD W/ 10-10d NAILS x / W/ 8d NAILS Q' FASTEN STUDS INTERIOR SIDE EXTERIOR SIDE (� TO BASE PLATE WITH 51MP50N SP4 PLATE TIE oP£wNa WIDTH d OJ W/ 6-1(dd NAILS 2" x Ike BLOCKINYa FULL WIDTH OF WALL W/ 2-8d NAILS AT EACH FAOE ITIHRJ PLYWOOD TO 2x 'e l 5EAFRING WALL OFENINTAILfRING WALL OF NINr DETAIL g TAIL AfRC�4EE) Of=NINC.�5 � 51 NtS S1 NtS S1 NT5 L�L-1 c � R-20 ICYNENE 'CLASSIC MAX' INSULATION W/ —1 12 12 METAL ROOF ON PALISADE UNDERLAYMENT 12 'NO BURN PLUS' INTUMESCENT IGNITION BARRIER, FLAME SPREAD INDEX —I MECHANICALLY FASTENED TO OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX —u TJ METAL ROOF ON PALISADE UNDERLAYMENT I iJ- 5/S" CDX PLYWOOD J OF q50 OR LESS COMPLYING WITH NBC biH EDITION (2mn1 RE51DEN71AL CODE, SECTION R316 L" U MECHANICALLY FASTENED TO W RING SHANK NAILS (SEE SHEETA-4 FOR SPACING) AND TESTED PER ASTM E84 AND UL 123, 5/8, CDX PLYWOOD ON APPROVED, FIRE ENGINEERED <C 8d RNG SHANK NAILS (SEE SHEETA-4 FOR SPACI) Wool) TPo SSES ®24" O.C. METAL ROOF ON PALISADE UNDERLAYMENT _)<UA ON APPROVED, PRE ENGINlEERED \ \ MECHANICALLY FASTENED TO CIA WOOD TRUSSES a 20 O.C. STRAPS PER !I 5/e" CDX PLYWOOD 6y CONNECTOR SCHEDULE . 8d RI SHANK NAILS (SEE SHEETA-4 FOR SPACI) J 1HORD, ON APPROVED, PRE ENGINEErRED WOOD TRUSSES a 24" O.C. � ra 1 Q �I F: Top SCONdECTOR SCHEDULE TOP IIWj 44 BRACING TOP PER SHOP DRAWINGSTOP BRIDGING t BRACING `.J STRAPS PER -u u cy QO BRIDGI �t BRACING \ SEE ELEVATIONS FOR WALL HTS. J CONNECTOR SCHEDULE Ns) U PER SHOP DRAWINGS PER SHOP DRA UINGS CID SEE ELEVATIONS FOR WALL HTS. � -�- � Li 5EE ELEVATIONS FOR WALL a "RAT RUNS" "RAT RUNS" ° "RAT RLItNS" • GALV. METAL DRIP EDGE Go'-O" (MAX.) Y , GALV: METAL DRIP EDGE GALV. METAL DRIP EDGE a8'-0" (MAX.) ON I X 2 P.T.DRIP STRIP 5/8 DRYWALL (CLG) ON I X 2 P.T. DRIP STRIP 08'-0" (MAX.d - 1 X 2" P.T. NAILER ' X TONGUE AND GROOVE CEILING �J ON I X 2 P.T. DRIP STRIP I X TONGUE AND GROOVE CEILING 2 X 6 FASCIA PROVIDE FIREBLOCKING 2 X 6 FASCIA ATTACHED TO THE UNDERSIDE OF ROOF TRUSSES ° 2 X 6 FASCIA ATTACHED TO THE UNDERSIDE OF ROOF TRUSSES e n METAL LATH ATTACHED PER W R103.1.1 V STUCCO SEE ELEv'5 SEE ELEV'S FNIN 5PT MD 500 VEM (SEE SHEET M FOR VENT CXC'S) • __. METAL LATH ATTACI W PER W R103.1.1 V STUCCO �� I FINISH SOFFIT (NO VENTING) METAL LATH ATTACHED PER FBC R103.1.1 V STUCCO .• CANTILEVER (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) BB I FINISH MT AND SCREEN VENTS (SEE S4EET A4 FOR VENT CALC'S) ��_2 (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) I X 4 P.T. (TYP,) 0 CURTAIN NAILER PRE -CAST LINTEL OVER OPEN( 0 (SEE FOUNDATION( PLAN FOR LINTEL SCHEDULE) �p PRE -CAST LINTEL OYER OPENING MASONRY TEXTURE OVER — PRE -CAST LINTEL OVER OPENING (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) 1/2" DRYWALL ON (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) CONCRETE BLOCK (3-COATS) 3/4" PURRING STRIPS APPLIED ON TOP WINDOW OF I" RIGID FOAM BOARD W/ CONY° 1 K TAPED SEAMS OVER VERTICAL �® COLUMN BEYOND IS" MASONRY COLUMN (NOT REQUIRED IN GARAGE) �R� CONC OR ° ^^ SILL LU MASONRY TEXTURE OVER 4" X S" BLOCK COLUMN BASE CONCRETE BLOCK (3-COATS) CONCRETE BLOCK (3-COATS) (U 5 PERT. eEA. COLUMN 4" 2,500 P61 CONIC. SLAB 4"1 PS1. CONIC. SLAB7z (SEE FOUNDATION) PLAN E L 1 !<uCa V FIBER MESH IN CONC. ON FIBER MESH IN CONIC. ON WOOD BASE t TRIM & MIL VAPOR BARRIER ON " x 12" THICKENED 6 MIL VAPOR BARRIER ON 8" x 12" THICKENED CANONRY TENURE OVER COMPACT, POISONED SOIL COMPACT, POISONED SOIL CONCRETE BLOCK (3-COATS) Z 4"-2500 PSI CONCRETE SLAB LLJI C1(� EDGE I-5 CONT.(TYP) EDGE I-5 CCNT(TYP) Z lu OR PAYER BRICK& I FIBERMESH IN CONCRETE ON 6 MIL. VAPOR BARRIER ON COMPACTED, POISONED SOIL GRADE P e I P a GRADE TOP OF SLAB ° - - , FINISH GRADE Z X — COMPACT FILL TO MIN. I I L-11 I-i III —III —III 111=11 I —I 11- °° III 1-1 ( I I I II 1—III— 11=III=1_� �� X �— _ y S5X MAX MOD -PROCTOR III III III l t III —I L — =1 =III 1= _ - DENSITY — _IL.._I.i=_i III .-III III I L-.1..=I_IL.-. ° — ° -__ _III III —III III ._III_— CUSTOM WINSTON-B-LH r r a°a I -- — SEE FOUNDATION PLAN FOR - _ _ ._ III _- ._. IIII- 1-- . Date: 08-06 19 SEE FOUNDATION PLAN FOR L.r- III SEE FOUNDATION PLAN FOR CONC. FOOTING SIZE AND REINIFORCEMENI - -- — — — — — — — — _---III-._I I— III ,III L -I L _-III . 1.1 _I -I -I_ III _III III- .- l--J- I- I_I:—III..-_. L CONIC. PAD SIZE AND REINFORCEMENT III ----III --III-.--_III __ .III- L --III. CONIC. PAD SIZE AND REINFORCEMENT - e: AS SHOWN I' I I I' I I I .._III I I I=I-I I=III—III=1 I I=III=111=1 11—� 11 �� I Scale: —III—1I1—Ti— I, -III -I Drawn: Ts T�T' l OAL f'Of;RON SECTION 2 T-T'F 1 CAL ENTfR`r- SECTION I 1„f/4�ON%�r' WALL a CT I ON 1 SCALE: 3/4 - V-0" rI'-O" ��' 1 SCALE: S/4" • V-0" l 5EAFRING WALL OFENINTAILfRING WALL OF NINr DETAIL g TAIL AfRC�4EE) Of=NINC.�5 � 51 NtS S1 NtS S1 NT5 L�L-1 c � R-20 ICYNENE 'CLASSIC MAX' INSULATION W/ —1 12 12 METAL ROOF ON PALISADE UNDERLAYMENT 12 'NO BURN PLUS' INTUMESCENT IGNITION BARRIER, FLAME SPREAD INDEX —I MECHANICALLY FASTENED TO OF 25 OR LESS AND A SMOKE -DEVELOPED INDEX —u TJ METAL ROOF ON PALISADE UNDERLAYMENT I iJ- 5/S" CDX PLYWOOD J OF q50 OR LESS COMPLYING WITH NBC biH EDITION (2mn1 RE51DEN71AL CODE, SECTION R316 L" U MECHANICALLY FASTENED TO W RING SHANK NAILS (SEE SHEETA-4 FOR SPACING) AND TESTED PER ASTM E84 AND UL 123, 5/8, CDX PLYWOOD ON APPROVED, FIRE ENGINEERED <C 8d RNG SHANK NAILS (SEE SHEETA-4 FOR SPACI) Wool) TPo SSES ®24" O.C. METAL ROOF ON PALISADE UNDERLAYMENT _)<UA ON APPROVED, PRE ENGINlEERED \ \ MECHANICALLY FASTENED TO CIA WOOD TRUSSES a 20 O.C. STRAPS PER !I 5/e" CDX PLYWOOD 6y CONNECTOR SCHEDULE . 8d RI SHANK NAILS (SEE SHEETA-4 FOR SPACI) J 1HORD, ON APPROVED, PRE ENGINEErRED WOOD TRUSSES a 24" O.C. � ra 1 Q �I F: Top SCONdECTOR SCHEDULE TOP IIWj 44 BRACING TOP PER SHOP DRAWINGSTOP BRIDGING t BRACING `.J STRAPS PER -u u cy QO BRIDGI �t BRACING \ SEE ELEVATIONS FOR WALL HTS. J CONNECTOR SCHEDULE Ns) U PER SHOP DRAWINGS PER SHOP DRA UINGS CID SEE ELEVATIONS FOR WALL HTS. � -�- � Li 5EE ELEVATIONS FOR WALL a "RAT RUNS" "RAT RUNS" ° "RAT RLItNS" • GALV. METAL DRIP EDGE Go'-O" (MAX.) Y , GALV: METAL DRIP EDGE GALV. METAL DRIP EDGE a8'-0" (MAX.) ON I X 2 P.T.DRIP STRIP 5/8 DRYWALL (CLG) ON I X 2 P.T. DRIP STRIP 08'-0" (MAX.d - 1 X 2" P.T. NAILER ' X TONGUE AND GROOVE CEILING �J ON I X 2 P.T. DRIP STRIP I X TONGUE AND GROOVE CEILING 2 X 6 FASCIA PROVIDE FIREBLOCKING 2 X 6 FASCIA ATTACHED TO THE UNDERSIDE OF ROOF TRUSSES ° 2 X 6 FASCIA ATTACHED TO THE UNDERSIDE OF ROOF TRUSSES e n METAL LATH ATTACHED PER W R103.1.1 V STUCCO SEE ELEv'5 SEE ELEV'S FNIN 5PT MD 500 VEM (SEE SHEET M FOR VENT CXC'S) • __. METAL LATH ATTACI W PER W R103.1.1 V STUCCO �� I FINISH SOFFIT (NO VENTING) METAL LATH ATTACHED PER FBC R103.1.1 V STUCCO .• CANTILEVER (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) BB I FINISH MT AND SCREEN VENTS (SEE S4EET A4 FOR VENT CALC'S) ��_2 (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) (SEE FOUNDATION PLAN FOR BEAM SCHEDULE) I X 4 P.T. (TYP,) 0 CURTAIN NAILER PRE -CAST LINTEL OVER OPEN( 0 (SEE FOUNDATION( PLAN FOR LINTEL SCHEDULE) �p PRE -CAST LINTEL OYER OPENING MASONRY TEXTURE OVER — PRE -CAST LINTEL OVER OPENING (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) 1/2" DRYWALL ON (SEE FOUNDATION PLAN FOR LINTEL SCHEDULE) CONCRETE BLOCK (3-COATS) 3/4" PURRING STRIPS APPLIED ON TOP WINDOW OF I" RIGID FOAM BOARD W/ CONY° 1 K TAPED SEAMS OVER VERTICAL �® COLUMN BEYOND IS" MASONRY COLUMN (NOT REQUIRED IN GARAGE) �R� CONC OR ° ^^ SILL LU MASONRY TEXTURE OVER 4" X S" BLOCK COLUMN BASE CONCRETE BLOCK (3-COATS) CONCRETE BLOCK (3-COATS) (U 5 PERT. eEA. COLUMN 4" 2,500 P61 CONIC. SLAB 4"1 PS1. CONIC. SLAB7z (SEE FOUNDATION) PLAN E L 1 !<uCa V FIBER MESH IN CONC. ON FIBER MESH IN CONIC. ON WOOD BASE t TRIM & MIL VAPOR BARRIER ON " x 12" THICKENED 6 MIL VAPOR BARRIER ON 8" x 12" THICKENED CANONRY TENURE OVER COMPACT, POISONED SOIL COMPACT, POISONED SOIL CONCRETE BLOCK (3-COATS) Z 4"-2500 PSI CONCRETE SLAB LLJI C1(� EDGE I-5 CONT.(TYP) EDGE I-5 CCNT(TYP) Z lu OR PAYER BRICK& I FIBERMESH IN CONCRETE ON 6 MIL. VAPOR BARRIER ON COMPACTED, POISONED SOIL GRADE P e I P a GRADE TOP OF SLAB ° - - , FINISH GRADE Z X — COMPACT FILL TO MIN. I I L-11 I-i III —III —III 111=11 I —I 11- °° III 1-1 ( I I I II 1—III— 11=III=1_� �� X �— _ y S5X MAX MOD -PROCTOR III III III l t III —I L — =1 =III 1= _ - DENSITY — _IL.._I.i=_i III .-III III I L-.1..=I_IL.-. ° — ° -__ _III III —III III ._III_— CUSTOM WINSTON-B-LH r r a°a I -- — SEE FOUNDATION PLAN FOR - _ _ ._ III _- ._. IIII- 1-- . Date: 08-06 19 SEE FOUNDATION PLAN FOR L.r- III SEE FOUNDATION PLAN FOR CONC. FOOTING SIZE AND REINIFORCEMENI - -- — — — — — — — — _---III-._I I— III ,III L -I L _-III . 1.1 _I -I -I_ III _III III- .- l--J- I- I_I:—III..-_. L CONIC. PAD SIZE AND REINFORCEMENT III ----III --III-.--_III __ .III- L --III. CONIC. PAD SIZE AND REINFORCEMENT - e: AS SHOWN I' I I I' I I I .._III I I I=I-I I=III—III=1 I I=III=111=1 11—� 11 �� I Scale: —III—1I1—Ti— I, -III -I Drawn: Ts T�T' l OAL f'Of;RON SECTION 2 T-T'F 1 CAL ENTfR`r- SECTION I 1„f/4�ON%�r' WALL a CT I ON 1 SCALE: 3/4 - V-0" rI'-O" ��' 1 SCALE: S/4" • V-0" ELECTRICAL 5YM8®L5 Ls(r;sN® REVISIONSI DATE I ELEC. METER DISC. 1 We W/ VP . —\G / ir —21 _ r \ FAV OUTLET\ < � ! �FAWLi.OIILEi � .�- I �� FNLLT. DW11.E1 I \ � \\—✓� III � umrc=FI \\--�'\�.\ \ -}.L. —. — � �.j—/ /----- PROVIDE SOLID ` — — — — —1 Y//, VERIFY 78L � • 60" Pff / 7/� �I HOJ.NER \ i T — � \ \ O Ali — — � — J� FA4 OUTLET1 j ;; ✓ 1 I 9 W/ WOOD (V.T.R.) 1 wFl ! �j� <VEa /Az — __ O -- ----- s \ �_ I ®II 1 1 � • J �-7 RIN - � ��T ' I . A ATTIC HEAD A \ J _ �. J END 3 / I PROVIDE SOLI\� HIS G .. I • TODOORB j I. BLOCKING A 60" AFF GFI 20D NiP • • LL. OTT'L GFI DISC. •\ iRNB'dRER \ / . j \ \ PANEL LLim � .TUBS >OR OPENER 81U5-OUT 501-LArd2 ONLY / \ j \ \ \ \ \ VP db Ux j f- • J /I GARAGE / DOOR OPENER / / j FAN OUTLET \ 1 / J C Eto �0 1 Co ICo� lo0 o;I A111111La, LIC ro � �I�ii11713 uJJ DUPLEX RECEPTAC�k JUNCTION BOX ® EXHAUST PAN ® 220V RECEF'TACLE © TV JACK VP VAPOR PROOF 1111 SWITCHED RECEPT*LE . PHONE JACK - I -REWIRE ONLY O ALARM KETPAD bFLOOR DUPLEX REGMryTAO,E © ALARM CONTACT ,IL DOUBLE FLOOD - SOFFIT MOUNTED / \ ¢ OUADRUPLEX RECEPTACLE ( G CEILING FAN OUTLET P INGA4DESCENt FEN7A41flxNFE-CEILIIY=MOM GFI GROUND FAULT INTARRUPTER WP WEATHERPROOF GROUND { } INCANDESCENT FIXTURE - CEILING MOUNTED GF FAULT INTERRUPTER YYY�L, SINGLE POLE SWITCH Y INCANDESCENT FIXTURE -WALL MOUNTED ' O' CEILING FAN /LTAUTLEi 3 WAY SWITCH � RECEBBED HIGH HAT W/ TRIM J FPL d WAY SWITCH IuI ELECTRIC CO. METER �• F'USHEI.ITTONI © ELECTRICAL PANEL ® eMacFJCA�on MONOXIDE oEreaoR II �^, L= DISC/..M.NECT SWITCH FLUOR LIGHT WITAN IV-0- OF A WDFOgi ME111IONEGf®iBATM BAIX+P) PANEL ELECTRICAL LOAD CALCUL.4710NS CIRCUIT NO. DESRIPTIGN CIRCUIT WIRE WATTS REMARKS POLE I TRIP 1-8 LIGHT'S 6 RECEPTACLES I 1 15 1 #14 8,46E a 3.X SF. S,11 RANGE/OVEN 2 45 08 8000 10,12 COOKTOP 2 30 "0 SOW 13,15 APPLIANCES 1 20 12 3,000 ((SFI OUTLETS ONLY) 14,16 WATER HEATER 2 30 10 4,S00 17,19 DRYER 2 30 10 5,000 2022 COND. UNIT 2 30 'B - - - - 21,23 A.N.U. HEAT STRIP 2 60 % 10,000 24 DISHWASHER 1 20 012 1,500 (GFI OUTLETS ONLY) 25 WASHER 1 20 1`12 1,500 (GFI OUTLETS ONLY) 2(o MICROWAVE 1 20 #12 1,500 (CsFI OUTLETS ONLY) 21 BATHROOM 2 1 20 12 1,500 (GFI OUTLETS ONLY) 2S MASTER BATH 1 20 12 Iwo (GFI OUTLETS ONLY) 213 CABANA BATHROOM 1 20 "2 1,500 (GFI OUTLETS ONLY) 30 GARAGE DOOR OPENER 1 20 12 1,500 (GFI OUTLETS ONLY) 31 GARAGE DOOR OPENER 1 20 012 1,500 (GFI OUTLETS ONLY) 32 KITCHEN 1 20 12 1,500 (GFI OUTLETS ONLY) 33 REFRIGERATOR 1 20 012 Iwo (GFI OUTLETS ONLY) 34 DISPOSAL 1 20 M2 1,500 (GFI OUTLETS ONLY) 3531 IRRIGATION PUMP 2 20 92 1,500 36,38 LIFT STATION 2 20 h2 15m0 39-42 SPACE TOTAL LOAD: 53,46E - 10,000 : 43,469 IST 10 KW ® 100`a : 10,000 REMAINDER ® 40' : 11,388 A/C 10,000 6 1005' : 10,000 TOTAL: 31,uo ; 240 = 15518 AMPS PANEL 'P' ELECTRICAL LOAD CALCULATIONS (PRE -WIRE) CIRCUIT DESRPOLE TRIP IPTION CIRCUIT N0. WIRE WATTS REMARKS 1,3 POOL HEATER 2 60 % 100010 2,4 POOL PUMP 2 20 M2 2,400 51 FOOL PUMP 2 20 W2 2,400 68 IRRIGATION PUMP 2 20 012 2,400 ✓ S-16 SPACE TOTAL LOAD: 11,200 TOT,lL: 11,200 4 240 = 11b7 AMPS TOTAL OVERALL CONNECTID LOAD: 22'1 45 AMPS PANEL 'A' PANEL 'P' +100 AM 200 A IP 100 A IP METER 120/240V 120/240V 42 CIRCUITS 16 CIRCUITS MAIN MAIN LUG BREAKER PANEL PANEL 2(4/0) ALUM $E CABLE 2 AL SE CABLE TM. 2° 0) ME-,RGUND 04 CU GND. TWIRU G155 - BRIDGE TO 5/8" 5Y 8' GALv. ROD NOTE: GFI OUTLETS PER PLAN 2FNF-NEMA 3R 240V A/C 4 MAIN DISC. ® PANEL A/C RATED 10000 W ALL WORK TO COMPLY WITH NEC AND LOCAL CODES (3) 02 CU. — W/% GND IN 11/4" CONDUIT INTERSYSTEM BONDING STRIP IS REQUIRED AT THE MAIN SERVICE GROUND NTS NOTE: I. ALL ELECTRICAL IN THE AREA OF CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2014 NATIONAL ELECTRICAL CODE 2. ALL GFI RECETACLES TO 5E TAMPER RESISTANT PER NEC 2014, ARTICLE 40! .II 3. PROVIDE ARC FAULT CIRCUIT PROTECTION PER NEC 2014 ARTICLE 210.12 4. PROVIDE TAMPER RESISTANT RECEPTACLES PER NEC 2014 ARTICLE 210 5, ALL BATHROOM CIRCUITRY TO HAVE GFCI PROTECTION PER NEC 2014 ARTICLE 2100 m Ir rta, Y Lu I -I- L C U Ly LL1 X I— < x CUSTOM WINSTON-B-LH Date: 08-06-n Scale: As SHOWN Drawn: TS Iwo 1� EJ7 w -- 12 4' U U W W W W W U I I cil I i . .,.r,.,. ICJ3 07 ml FRAME OVERHANG tl Pi+ n � N \ 14 _.Q•..' QI Q M < x `? M z I \ / \ / i. /K\ \ X \ x / " I K k\ ' 10" { x Xj4 ATTIC AHU / - BOX STORAGE I� 9'-4" BRG WALL I > D01 ' 9'-4' CLNG DOI D01 DOI D01 I D02 o 002 00 . I D02 +,v+ I I I 03 I CJ5 — it Trr'%r�l%TTrTIr 0 29' 0" TIC 0 N I-4 i 31, 0" 12' 10" 18 2" I 31' 0" 12' 10" 15' 6" 13' 6' m0�6^ I a DROP TIC K1 tv `v vv % /� /� % �� .1CJ� m,, 3 a �v vv / /Tyr?1 1' CJ5 \\ BTry1 �19� \\ \\ / ,/ BTM/� 9, 00 c� I �K \\\ \\\ / /C /// // r, i 510' EJ62 _EJ62 `,r \\� [. �I , r,,:,.;,EJ62 K12 / � 14 6„ K1 .;EJ63 `X l \ \\ \ \ 6" 2'4I fP S BY R r SN2VAULy/Y�I k„EJ63 / \ y I x \ \ \ / / / ! { 00 i Ili / vX/ '� �o /vo /� `J I EJ63 0 18, A.EJ63 /. _ \� •t\(06 \\ \\\ / // / // / I I<i \x/ \y\ . \ EJ63 \\ r r // /Y .I (//STEPS BY OE�\ i _!EJ63 K05\ I \ \ \ ////✓/ / �I 0 l TOP OF POST \ j \ \ ,/ ,/ i EJ62 �K02 X.EJ62 \\ \ \ \ / ,./y y r 17' 8" �\ \ / / 'EJ62 v o� (Q 14'=4'1/ / , \ .. 6/L OF POST 5101: ALk TRUSSES NOTCH z EJ62 OVER K01 FLAT TOP 0 POT O @ 9_41 12'-4" CLNG m a EJ62 �I � N N, 4 EJ62 v i w r J J J J (O f0 (O+D <O (O ,� w �EJ62_.-.. N ( P00 >< _ I x x x x \ „1 n .ah,�,,,, vv II 6' 8° \\ `� 9-4 CLN 1 \ n00 ' x `V 00A \ »"r BTM OF LEDGER II \\ \\ @ 9,-4,,.. II A V A .. ... ,M".,. \ 12 4�CLNG \ r I' \ 1m m n * um :m� » " . m n,» ,.. co GO If v BTM OF LEDGER 3 0 j� \\ \ 9-4' \ \C r ll . I ... v..., -,9.-4" ` rho II boos .. , 1, \ 5 \ 7 5 \ \ f ♦TO 10" \ J FEE CD 11 p / Cb (+8f'\CL�G) H03 HTU'26 \ \ Y r I II G10 f r J3,. CJ35'll III j o C J3 N V \ W CO A / V 0 CJ1 II\/M .,w 0 \\.IIC.Ij� V03 —}-- / 1' 2' v II � r cJ1' rom�_..1..� P02 /%/,;%�. ..._ DROP TIC - l PO i0 V05 1 I -ICJ] r trrrl/rr_sl DROP TIC 2 w w mvmm„mwx+.m mmmvrmnx a -. +. n U 00 N 1' 7„ 9101, 16,101, 591 81: 6' 3" 2' 10" 8' 2" _ .. _. 13' 1011 2' 10" (0 LegendHatch TRUSS END DETAIL SQUARE CUT OVERHANG 12 5 5-12" HEEL HEIGHT CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B'1 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. WARNING Backcharges Will Not Be Accepted Regardless of FauIt 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. TRUSS CONNECTION LIST QTY, PRODUCT LUS24 g HTU26 4 HTU28 HHUS26-2 ---- --- HGUS26-2 HGUS28-2 1 HGUS28-3 BUILDER: SYNERGY HOMES PROJECT: Single Family MODIF. WINSTON-RH-3 CAR ADDRESS: __- RIVERBEND TER SPEC: NIA RES: TARABA CITY: PORT ST LUCIE - ST LUCIE DRAWN BY: JL JOB # : 1752147 DATE: 05/13/19 SCALE: NTS REVISIONS: 1. REVISION 7110/19 2. 3. MAIN WIND FORCE RESISTING SYSTEMIC-C HYBRID IMPORTANT 4 WIND ASCE7-10 ENCLOSED This Drawing Must Be Approved And EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY II Begin. For Your Protection Check All WIND LOAD 170 MPH Dimensions And Conditions Prior To '. *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan. � BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH SIGNATURE BELOW INDICATES ALL 1 Ij« 1rsts ANY OTHER LIVE LOADS ! lA NOTES AND DIMENSIONS HAVE �.+""( ROOF LOADING FLOOR LOADING BEEN ACCEPTED. TCLL: 20 PSF TCLL: PSF 701 S. KINGS HIGHWAY TCDL: 15 PSF TCDL: PSF FORT PIECE, FL 34945 BCDL: 10 PSF BCDL: PSF By DRUG 0 6 2 ' Ph. (772) - 461 5475 TOTAL: 45 PSF TOTAL: PSF --- DURATION: 1.25 DURATION: VED uian Gonzalez, Ph.D., P.E. oarch Engineering, Inc. a rSENERAL NOTES. GONC ETE CONCRETE SHALL BE NORMAL HEIGHT CONCRETE EXCEPT UNLESS NOTED OTHERWISE. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 26 DAYS CURED FROM DATE OF POUR AS FOLLOWS: FOUNDATIONS--. 2,500 PSI SLABS -ON -GRADE 3000 PSI BEAMS 6 COLUMNS 3,000 PSI LINTELS/ALL OTHER CONCRETE_ 3,000 PSI ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. ALL WELDED URE FABRIC SHALL CChFOPoM TO ASTM AT A155 AND SHALL BE LAPPED ONE FULL MESH PANEL PLUS 2 INCHES AT SIDES AND ENDSi AND WIRED TOGETHER. CALCUIM CHLORIDE SHALL NOT BE ALLOWED AS AN ADMIXTURE. ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHIBITED. ALL CONCRETE WORK SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ACI 315 AND ACI 301, THE MINIMUM CONCRETE COVER TO REINFORCING SHALL BE AS FOLLOWS: SLABS ON VAPOR BARRIER --- 3" BEAMS AND COLUMNS --._ 1-1/2" FORMED CONCRETE BELOW GRADE - 2" UNIFORM CONCRETE BELOW) GRADE - 3" ALL CONCRETE FLAT WORK TO TERMITE TREATED T.O.B. TILE ON CEMENT BOARD ON INTERIOR OR EXTERIOR WALL TILE ON 5UNKEN SHOWER DETAIL A2 SCALE- 3/4' - 1'•0' BAR(S) AS REQUIRED BY UPLIFT T .A: T POURED CELL WA 15 BAR CONTINUOUS FROM BEAM TO FOOTIPW (SEE FLOOR PLAN FOR STEP DOWN DETAIL LOCATIONS PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL) DETAIL a 5E)4M NEIrzHT CH,4NG;E -45 BAR(S) AS REQUIRED BY UPLIFT TABLE GIRDER TRLS S CONNECTED TO <� A. '• '^� ; MARY WALL a 'n . '4•: 'n: W12-5/8" WEDGE ANCHORS (4" MIN- EMBED) 9'-4" T.O.B. NTS 13'-31, T.O.B. POURED CELL W115 BAR CONTNUOUS FROM BEAM TO FOOTING (SEE FLOOR PLAN FOR STEP DODUN DETAIL LOCATIONS PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL) DET,41L @ 5E,4M HEIGHT CH,4NC-;E NTS 4"-2,500 PAL CCNC. SLAB FIBER MESH IN CONC. ON 6 MIL VAPOR BARRIER ON COMPACT, POISONED 501L III IIIIIIII�I I11111 • _.a�-�4. a SEE FOUNDATION PLAN FOR —/ CONC. PAD SIZE AND REINFORCEMENT MASONRY TEXTURE OVER CONCRETE BLOCK (3-COATS) 2,500 PS.I, cm. CURS IA,IG44T VARIES W/GARAGE SLOPE GAIR)4GE CONC_ CURS DET,41L NTS 3 D CONC. WALKWAY AND EXTEND PATIO N BB.I 59,_$n 4'-4" 4'-O" 4'-O" 4'-0' HB W/ SLOWER HEAD FI 3 FI ' I O" ADD CONC. WALKWAY 4'-0" 1'-6" a" I 6'-2"0 I'_ 3i_4" -2" 2'- 6'-411 3'-0" 8" CLl3DED 8" 5'-6" I'•4" I i 4° I I CAI � I v �' • PAD Me -IT F4 — —1 O8F1fi-1e Bmw) "T N ITYP.) (O — %kdl _ (S7 — - W16-18 (1R7 REBW) I f23iB (/8 O L-----� IKo F3 • - - --- --I- -- - - ----- - 1 — r- QUIP. EI L-------F' —. 3 -- OR AD F3 _ _ J F3 L -I 81116-1ST O MI • a I I I to ®_ BF18-1T 0 — • BF16-IT;FIN. FLR I FI 16-IB F3 8FI6-IB (17 REBW) 1 9 18" 12'-0" 1'-4" L6'-5" 4_2" 1 -- Y BF16-IT B BF12-IT ((f7) (J7 REBW) O IV-3' Alf BFI2-18 FILLBF16-1B e• 1 CORER emT. 0 8'-W L I00 SOLID : T-4' AFF 0, v I 13,•3 Nf---------------------------------------I (SEE 3/A2) I _ I NOTE: FIELD YERFY $PAN AND PLACFrENT OF '� I GIRDER 1RUSSEB ABOVE, PROVIDE BEAR es AT I Q I V-4' AFF. AND MIN 3 I/V WIDTH. CONTACT ENGBEER 1 FOR ANY FIELD CHANGES REQUIRED. _ N • i (BEE DETAILS I AND 2 OF AS) 1 • _ I I j .r BF88T 18 4" CONCRETE SLAB (2500 PSU W/ © 6 x 6 x 10/10 W.WR OR FIBRE MESH OVER a' e I 6 MIL POLYETHYLENE VAPOR BARRIER "eFia"--ie • r • Fl ° OVER CLEAN, P015NED FOR TER IlTES, COMPACTED (T0 O ,1 o 2500 PSF OR 95% DENSITY) FILL. - a I I v +6r FIN. FLR • I I I � I SI m lTYPJ 3'4' V-1" Y-10n 51_0n ' 13'-b" n 11'-4" n 5'_2" 3' X 6 SYP • 2 WOOD POST VIEW. I I 7 ATTACHED TO BLAB UVHEAD_ ER (SEE '• m 8"'WN HD58, 2-SODEL `I :,q _ TWW-BOLTS TO POST AND I — _IO 9 (p "•' BF16-1BT 7—--- _—�--- —� I I.5/B'DIAxB'UAa E"AIOR i SOUNDATIOtt AVERT - ----- -�---J V-0" 8" V-8" IL---J 4x 4 SYP •2 WOOD ATTA,GED SLAB UY O ® 6 pQ F2 1 SIMPSON 8,2-5/8" I 2v 6' 9EAu18 UWLL UV THRI-BOLTS TO POST AND _ IL — — I Footh' 3B w I-5M' VIA x 8' AIC.M I m _ _ FRONT DOOR W USH M ABOvE 1 L _VWADEIR (•� DETAIL 3 aF A61 1 IL V = • `:4 (SEE 4'BFA6I W1111 y F1 I !k 0 -- 9 DTL 6/61) FOOTNG EELOW F- — — — — — — — — — 1 I NOTE: ATTaH BEARIrIG WALL 3+ I v - = EQUIP. BF16-IT 616-16 I TO CBS L 02 X 6 PT, 1/4" DIA O • • '• uX--,i O TAPCCN e" .C, STAGGERED , ATTACH SEARRY. WALL • 1 f2° MIN ) •- = iv 4'-0" I'•6" TO CBS W/2 X 6 P.T, V4" DIA I m HEADER (SEE 7 8" OL. STAGGEF"ED O ^� W BOTT. 0�' 3• I I D1L 4/80 O HB---- I O (2" MN EMBED) - - J 7 O --- -------------- --.------ — 3 HD :n L I -- -- aorr. a g-r v I • Is .. =a I • - 6,_bir-- 1--------- 15,E -- m I O F3 FI QVERIFY =v • 1 �_ _ J� '-9" 6'-8" = 6y —It B"F'Fi8'h- B ^' _ 1 X b SYR • 2 WOOD POST VERT. WOTBI6 6 BOLL4R1) • 9 = I • ATTAOFED TO 6LAS W/ Y 8111P8014 HD55, 2.5/8' I F3 I THM-BOLTS TO POST AND I _ I ' I 1.5/6' DIA x 8'"I • I O-5" FIN. FLR "BFi6-IB ^4 • FI I O I r ai L --L_- .e6-e C I N' GARAfE DOOR 3' 2° FI F3 0 an 21,_gn Ian g_5" T'_5" aI 1 r 9 � I Tn 1 • 6F20-IT F3 FI m eFm-le UT FEBW> -1 - - - -1 B BFBF2244--iT FI • F3� • 12'-4" AFF • .. .. 12'-4"AcF IAw 9'-4" ' 9'-4" AFF • ne _ FIN. FLR L - JTyF12 - FI (WE I `ai ® f4 (SEE 2/A2) r I 5_2 YY { SLOPE SLOPE � I I I'-10" 4'•6" I'-10" I I 1 I I W' &WWE DOOR MOES8 I `-9 BP20-IT 1 4 SF20-18 ((7 REBAR) I 1 I I I I I I I 1 I I I I I I FI I _ ---------------------------------- 9 . .. .. 3 BB-1 T"-IT 6F16 6-10 BF18-IB 9 514. 3'-2" 3'-8° 4'-O' 3'-8" 3'"2" 5'-8° 1'-1" I'-4" V-4" I'-4' V-3" 2'-10" 8'-2" 2'-101. 55.41 FOUNDATION 4 BEAM PLAN SCALE, 3nb" " 1'-0" SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT LATERAL TYPE LENGTH 8U8 8FB-08 SF12-09 8F16-0B 8F20-0B 8F24-0B SF28-0B BF32-OB 8U8 8F8 REINF CMU* SF8-1B 8F12-1B BF16-iB 8F20-1B 8F24-18 8F28-1B 8F32-16 O 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 1293 1642 2135 3069 4605 6113 7547 8974 10394 11809 O 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 1025 1024 1830 3069 4605 6113 7547 8974 10394 11809 3� 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 592 591 1057 2189 4375 6113 7547 8672 10294 11809 4 O 5' -10" (70" ) PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 340 339 607 1451 1 2622 1 4360 7168 p6 6036(is) 7181(le) 8328(20 O5 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 424 534 357 1011 1799 2661 3898 5681 8467(N) 6472(i6) ©9'-4" 112" PRECAST ( ) 554 699 1160 625 2564 3486 281E 3302 326 512 227 752 1245 1843 2564 3486 4705M 6390( O 10'-6-(126") PRECAST 475 535 890 1247 2093 2777 2163 2536 284 401 178 643 1052 1533 2093 1 2781 1 3643(66i 4754(s ® 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 217 324 109 471 755 1075 1428 1838 2316 2883 gO 17'-4"(208") PRESTRESSED N.R. NR NR NR NR NR NR NR N.R. 194 63 300 548 950 1326 1 1609 1 1849 2047 SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8178-1T 8F12-IT BF16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8FB-2T 8F12-2T BF16-27 8F20-2T BF24-2T 8F28-2T BF32-2T 0 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 O 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 30 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1 1940 1 2724 3508 1 4292 5077 5861 17\ 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 O 7'-6" (90") PRECAST 727 (y) 1021 1634021 2102(it) 2571(16 3039(16) 3508 (6) 727 1166 1634 2102 2571 3039 3508 © 9'-4" (112") PRECAST 591 680 1133(ts) 1471(, 1811p 2152(e) 2494(is) 591 851 1326 1705 2084 2463 2842 O10'-6"(126") PRECAST 530 552 914(ts) 1185p1 1458(1 1732(t 2007(1s) 530 686 1183 1526 1865 2204 2544 ® 13'-4" (160") PRECAST 418 (16) 373 606 (H) 783 (H) 962 113 11410+ 1321 (H) 428 455 770 1145 1 1444 1718 1993 O17'-4" (208") PRESTRESSED 187 215 404 (I 520 (ij 637 12 754 p2 872 02 192 303 500 732 1 993 (etI 1268(14) 14700, ' ni 'L�'141► dr -A' •- � •le L iNT L DE&INN LOADS BEARING: 30 pef LIVE LOAD (2011 psf TOP CHORD) 10 pef DEAD LOAD (100 psf BOTTOM CHORD) UPLIFT: 26 psf MINUS DEAD WEIGHT OF BEAM (120 PLF) I. ALL LINTELS ARE SF16-I5/IT EXCEPT AS SHOWN. RECESSED LINTELS MAY BE USED FOR SPANS S V-4" (9'-8" MAX. LINTEL LENGTH). 2. ALL LOADS ARE PLF, 3. ALL VALUES BASED ON MINIMUM 4 INCH BEARING, 4. LINTEL DEPTH MAY BE INCREASED 45 NEEDED TO FIT OPENING, NO ADDITIONAL REINr, REQ'D. 5. RECESSED DOOR LINTELS MAY BE SUBSTITUTED FOR TYPICAL LINTEL. = PRE -CAST LINTEL LOADS PER 8F8-IB wl REBAR <' ,,• V • • • • • • • a'• •.•s a"• ••• a'• L-1 BB-1 BB-2 8F12-1B/1T 8F16-1B/1T 8F20-1B/1T 8F24-iB/IT 8F28-1B/1T 50ND A4l 5C�4DU'L MARK 61TE REINFORCEMENT REMARKS BOTTOM BARS TOP BARS BB 1 8" X 8" X CONT. --- 1-+5 CONT. PERIMETER BEAM BB 2 (2) 8" X 8' X CONT, _-' I-5 CONT. PERIMETER BEAM L I 8" X 8" X PER SCHEDULE I-#1 CONT. --- LINTLE (BOTT. 9 8'-011 +/ ) NOTE: AT INTERSECTIONS USE II- S CORNER BAR 30" LONG, EACH WAY COLIJ II V '5CyI DII L G-1 O 8"x8" GROUTED CELL WA45 VERT. C-4 as I6"xl6" GROUTED CELL W/4-5 VERT. C-2 • • 8"A2' GROUTED CELL W/245 VERT. C-5 ® 4" X 4" SYP 02 SCANNED C-3 • Q 8"X16" GROUTED CELL W/2115 VERT. C-6 ® i�Lu 4" X 6" SYP •2 t� BY REVISIONSI DATE -y d • rsse•.e=.°.i(dfe e , U pyxy r ,g�yfaffd)ry)�'aCR4!CP4:14444t114 z W w W 0. N N x u°z u N0 W Q� # U FOOTING SC�4DIJLE= y � MARK SITE (W X L) THICKNE55 (T) REINFORCEMENT REMARKS BOTTOM BARS TOP BARS O 1'-6' CONT. I611 2-5 CONT. 1-05 CONT. MONOLITHIC O I'-(o" CONT. 1611 2-5 CONT. ----- BEARING WALL F3 1'-01, X CONT. 12' 1-05 CONT. --- THICKENED EDGE F4 31-611 X 31-6" 12it 5 REBAR 6" O.C. EACH WAY COLUMN PAD TOP AT 16" BELOW FIN. FLR F5 31-011 X 31.01 1211 5 REBAR 61' O.C. EACH WAY r""'* ® I T Illi 10 ONE X X CV Lei CV WA CUSTOM WNSTON-B-LW Date: ma-06-19 Scale: AS SHOWN Drawn: TS REVISIONSI DATE Ib'_4n 12'-411 31 •mu PANEL (PRcII IRE) 8u HBV SHOWER HEAD ADD C NC. WALIOUAT RL I'-4x g1-4: aA , 5'_8"0 4".:.'; 3, a LA x 51_5u u 5,_ IT b'-211 8" EGRESS) 2' BATH 3 3'-4" 4' lnlr r =i 9 -4'IcTYP.) 2' 9'-d11'i'O-0" i COFFER CLG. 12,_011 u b,_5u '14 -----I I LFA11X BEAM - L"-3° AF (SEE 3/A2) in - - - - - - -----=26aO IIVAUL {� Iµ - I i 2. per. MASONRY BEAM (TYP) PORCH �� I 9 -4 CLG. 12 � y TONGUE AND GROOVE 61_5u 1 " T-W, 8'_01' m' � 9 _ I " 8" ELEC. METER TYP. II'-0" 4" • • = v 11' 2880 qn-gT_7p" - � AB. 1TEMP. a 3' ao W TEMP. I - M • • . 44'1 5'-#II a' cLG ®� rA I _' o - - - - -CPA STAI BEAM BOTTOM NOEFD2 REA�ROOM D CLG. � 12 STER 9'- {u 2" PANTRY V-4' CLG. ROOM 3DL. -4 CLG. 4"' BE 9 - - -5'� (EGRESS) 41I • _ a -- •104 II -I--- - ,_ 1' .IµL - Ji -Y//I I ' r ;r H i 1 �- % (I I 14'-2u 4 -- - u 12-- - - I - - - - - -I GIR4R TRI'SSn ) (: 4u i-3 LpING 0„ 3, 0, all (Tyr.)dAFF au --- /HOOD ,�I� (V.TRJ_ 31-41 COFFER TT i0„ _2" o Iy- v CLG• -0 - • � 19 BATH 2 u 3-0 - - - - - - - " A L • 9 4' CL �. "�.;. BEDROOM 2 CLG. 1 " T• ,1 11 i1{„I 0 #2-O C ACCESS AHJ w CV STAIRS 0 I ATTIC TYP.I ( - - - T - CLOSET - (2) 2080 I `' a4 - , ALL I I 2WO g 1 . L;I CLG. b' 5-g n - `"' Sn . � 3 I IIG CLG. ♦ coBscrtEM�> THRL a • g1.tu GLG ' -0 � � V-4' - C 1 l'0 R r 7'b L'"E" rvrw) � • ,� S'4" <. • o UT��I AT1 Uh Y N gn .b • ° 8 .{-g m c 3S 2u Im'_6 ux H coAC ne. ® • 4 V-4" O 0 9'_ - 4x' - •• ,,, 4„ M ulc _ n ' ® a H •zw P - I-22' X 30" 1 VA ALTTIG AC9E8a 1 �JJ jQ STIR -OUT ONLY 2T'_8„ 8" • m 811 (TEMP) 8 21 811 ♦ t g ENTRY IT-4n CLG, B' TONGUE AND G 9'-5" PEE 31_41 (GRE55) r N G. TS EN 1P. GLASS , W/DOOR 41_IIY _ II_ ICHE 0 R II\ i _ (TEMP) cips. ENu WAU.v K. SPACE WDRJI• =v / • • • 4- I'_ 11 1 4'-2x 2TpN V T'-5n • _,� PRO o LA BATH 4" 70 10'_0,1 CCFFER CLG - 2 D BEAM (71P � • = �+ _ I 3 TYP. _ - - �' ro GARAGE , „ 9 -4 GLG 12'-4n � S'-411 AFF (SEE 2/A2) • • M _ m • • • • TUB �� IT-4" 91.411 AFF (SEE 2/A2) S�� IIIIII (T N mYPa ART�6ASE b _6u u u - m 14"M Tn • • 22 m c BSC✓rEMP)) 4,_I�I iB • O T-3" H'-6n _ -- 29'-0" O l'-3° 1'-T' I'-4° 6'-4" 1'-4- W-3' 2'-10n V-2' T-10' I6'-10' 13'-10' 59i_Bn - P.T. 2Xb SUCK ATTACHED WITH 3/Wx3"SLEEVE ANCHOR BOLTS !I-V2"EMBED) ON 11" CENTERS (2,000 PSI MR CONCRETE). UASM MQJJDED UNTH SLEEVE ANCHORS. OR 1/4'0" TAF'GON SCREWS (1-1/2" EMSED) ON 14" CENTERS UPVPNMLCOtMT ORVCWM(C-Wa.COC4FMLOD.WMMRE41RE)WWIU1FL'Ola. ANCHORS MAY ME 00"FRSWK (BUT NOT REWIRED) TO PROVIDE A KOH MOW IN65 WACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. O.H. • III] = 11 11 I-09 VERTICAL (TYP.) all CBS WI MIN. I"X3"- P.T. SUCK MAX. 1/4" WINDOW 1/2" DRYWALL I"X4" PT. WRAP 3116N 1 1/4' TAPCONS FILL ALL HOLES PER MANI.F. SPECS NOTE: --- 2'-01, 0.14. DOOR PRIOR TO BUCK INSTALLATION Ile 11�__f APPLY A WATER RESITANT COATING (PER FSC RESIDENTIAL R-103.4) �g� DTL 6 O.N. GARAGE DOOR BUCK 2 TYP. WINDOW BUCK DETAIL \1 SCALEN.TS. 3 SCALE- N.T.S. 9/6" DRYWALL ATTACHED TO TR." WITH 11/4' b B OD. FIELD Or -sort JOwiB 8. JTTJo"' M asNT O. McTAL TRACKT TOP AND eoTTah uv ry VA' DICTUWLL BOTH BIDER • (U =10 OHS • 24' O.G WA-L ArW* eo WRH 1 V4' % BCIIRM D" O.C. FIELD 8° OL. BIIiT JOINiB ?0 6AHOL• GHaMtL SHAPED METAL BTIlLxB 24° O.G. CM TRACK ATrAC4¢D TO BLAB WITH HILTI PINS J40° DIA X P LONG WOO BABE A TRIM •UM1" OG MIBHCD PLOOR TYP. NON -BEARING WALL DETAIL SCALE, K A FINISH BACK OF DRYWALL DRYER VENT RECESS 161, MAX. *11 MAX. ♦ NOTE: • ❑ PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING (MR FBC RESIDENTIAL R--1034) EXTERIOR DOOR BUCK DETAIL a3 I. 2xb P.T. ON SIDES OF MASONRY OF ENR4G SCALE: NTA 2. FASTEN SIDES THRU JAMB 4 2xb WITH V4" x 4 1/2' TAFCONS, b" FROM THE TOP 4 BOTTOM 4 16" O.C. BETWEEN. A SINGLE ROW OF FASTENERS 16 ALL THAT IS REQUIRED. 3. FILLED CELLS ON BOTH SIDES OF OPENINGS ONLY ONE SIDE REQUIRES 1 S PERT. O 2Tx1 DRYS VENT RECE S * 8�i��/. 9 U,"'!)/y�a7>diT5P065Y0Yk14G4f�C• z N z a � V NN N x ��c�u I'uU�J/j' N '�7I r�� V W v W a a u 5112E VIEW FRONT VIEW DRYER VENT NICE-4E= DETAIL N.T.S. Gr=NI=RAL NOTES 01. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT THE INSTALLATION OF ALL NEW WORK. IF DISCREPANCIES ARE DISCOVERED, DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO THE APPROVED DOCUMENTS. 11 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 �C AND NONSTRUCTURAL COMPONENTS DURING CONSTRUCTION. 04. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER WHAT DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH ARE NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER TO OBTAIN SAME. 111Lll cM 05. INFORMATION FOR THE BASIC LAYOUT OF THIS DRAWING WAS BASED ON EXISTING OR FIELD DIMENSIONS ( F. D. A CONTRACTOR MUST VERIFY IN FIELD ( V. 1. F.) _( ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF ANY DISCREPANCIES. 06. THE CONTRACTOR / OU.NER ( IF OUINER BUILDER ), IS SOLELY RESPONSIBLEt FOR THE MEANS _1 AND METHODS OF CONSTRUCTION, AND THE SAFETY OF C�ISTRUCTION WORKERS. OL 01. ALL WORK SHALL BE PREFORMED BY CONTRACTORS POSSESSING VALID CERTIFICATES OF COMPETENCY AND OCCUPATIONAL LICENSES, RECOGNIZED AND ACCEPTED BY THE LOCAL GOVERNMENT HAVING: JURISDICTION, OR BY OWNER OS. 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 q b EITHER EXPRESSED OR IMPLIED IS HEREWITH GIVEN. 09. CONTRACTOR / OWNER SHALL VERIFY ALL DIMENSIONS RELATED TO ANY PART Ly OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING FABRICATED MATERIALS FOR Z U REQUIRED CONSTRUCTION. _ N m. ENGINEER' S SEAL IS FOR APPROVAL OF STRUCTURAL DESIGN ONLY. %� J� Jjj CQ I. ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH R308.4 U 12. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. (R302.9i) 13. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. (R302.91) 14. ALL TERIITE PROTECTION SHOULD COMPLY WITH R318 , PROPOSED HOUSE IN VERY HEAVY TERMITE AREA 15: ALL LUMBER USED SHOULD HAVE QUALITY MARKS PER R3n1 16. TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS. (RTm2.4.1 AND R'102A.2.). IN SHOWER SURROUND AREAS. 1-1. WEATHERING IS NEGLIGABL£. IS. GYPSUM BOARD COMPLIES WITH FBC -102-5 ST. LUCIE COUNTY BUILDINGx DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT �TDoaaorB4Eroxan.401GOOtTgT04�(iA1l,41DLEL4lOIENIS am FR= TDOa' 90 INf1om am AT(AGINIMSa FR aCTARlGbt aw&m" FRaDTCFAIW D MICIM TTF NEWAMISYlDW NTIBt F t' I sm.e NIYx 8180 W.(IPALO !1'Xf3' OlE21MONSTflE9 iA6'U4A WWtAa 3K'xIW'TAKMFIUALLN2Eri RI6RLI xk%/aSb A /.Vo ! E BIOBPN(TP/OO YXH LSTM STB1R8 1%'x IV4'TAF=ALA.L H2B RSRLI a691/•iL16 A0a/-YD n swam W(eRC("W) Ir x6f 0111MULOMM A- LAN 1%'x 1V4'TAFCM.RLAILaI3 Himm 021-31t ANI-bD I U_[fMAuae�Tv_WORC(tFAap 0XU' ICW�+UNSYMM iw8'LAM I3%'xIY4'T4rX,FLALL45 I ROW..4 I4m4*A I W/.ID II I U ISEIEEHN2 I NOF6WAL9 I Off XBY 10MObcuBr M 1 wb'LM 13*-x1VVTJMN,FILNLM5 I "nm1 I aesw-m I ABIDI•ba II R WA* PA83 I WA 34. ..r 3 N JL-ILJL T rll ommIx CUSTOM U"TON•B-LH Date: oo-06-Is Scale: ASSHoWd Drawn: Ts F:LMOOR �k SCALE: 311611 = I'-011 muuuumnnnlllm :. .. LIVING: 2,&23 5F GARAGE 1,105 SF PORCH 340 5F ENTRY 222 SF TOTAL 4,490 5F (26,3413 CU51C VOLUME) FAW 5LmgT lI: sym oL, LEMG5ND REVISIONSI DATE ELEC. CONC. WALKWAY AND EXTEND PATIO WALKWAY % FALL. anET rl / FMAT.OWLET\ y I WP/GFI // HB W/ SHOWER HEAD i C 31 III PROVIDE SOLID--� el_= IG + T2" ,/�+FF min e__PROVIDE SOLID BLOLKM a 6V AFF I __ _ RUN r#o 11 r TIC \- / , GFI OUTLET lwWI �� / / T'T Ut 7j. AA ,IHJVonI I Cam'' DEDICA L I .TUB sruB- ADD VUB-OUT ONLY FOR GENERATOR I j I I / I � \ I GARDE / I i D010OUTLET RR C� — — 1 / LJIL— I I I i 1 \ 04 / mamr:r� 1 I dt — —\— I j O I I I j I I \ AFF / I i / PROVIDE SOLID \ ToR i I BLOCKING ® 60" AFF \ I \p j .\ VIP 1 � 1 I -r V1J DUPLEX RECEPTACLE ® JUNCTICN BOX ® EXHAUST FAN ®L 220V RECEPTACLE © TV JACK VP VAPOR PROOF 1} J SWITCHED RECEPTACLE V PHONE JACK - PREWIRE ONLY OA ALARM KEYPAD Nla FLOOR DUPLEX RECapm LE l.V © ALARM CONTACT �J DOUBLE FLOOD - SOFFIT MOUNTED / 1 GUADRJPLEk RECEPTACEPTA CLE ® NXIIUI£ 0 CEILING FAN CUTLET W-4V WFWARt -OEILM F OSM GFI GROUND FAULT INTERRUPTER WP WEATHERPROOF GROUND J� i F INCANDESCENT FIMURP - CEILING MOUNTED -� GFI FAULT INTERRUPTER 81NGLE POLE SWITCH fY� -t Y INCANDESCENT FIXTURE - WALL MOUNTED ' O CEILING FAN /LT.OUTLE \ / 3 WAY SWITCH FMCE85M HIGH — HAT W/ TRIM p•L �q 4 WAY &LATCH ELECTRIC CO. METER 4 PUBFIEUTTON © ELECTRICAL PANEL DIBC.OPNECT &UITGN FLUOR LKaNT 1117M IV-r OF A DIMA E DflEQOR ENF42f6 Gi ATIM5AC1 (R�RF✓ELi�,SATE0.r SM%di) PANEL ELECTRICAL LOAD CALCULATIONS CIRCUIT NO. DESRIPTICN CIRCUIT WIRE WATTS REMARKS POLE TRIP 1-8 LIGHT'S / RECEPTACLES 1 15 h4 8,4b9 ® 3 X SF. 9,1i RANGE/OVEN 2 45 *6 8000 10,12 COCKTOP 2 30 10 5,000 13,15 APPLIANCES 1 20 012 3000 (GFI OUTLETS ONLY) 14,16 WATER HEATER 2 30 010 4,500 1T,19 DRYER 2 30 m0 row 20$2 COND. UNIT 2 30 I'8 - - - - 21;3 A.H.U. HEAT STRIP 2 60 % 10p00 24 DISHWASHER 1 20 012 1,500 (GFI OUTLETS ONLY) 25 WASHER I 20 M2 1,500 (GFI OUTLETS ONLY) 26 MICROWAVE 1 20 1 h2 IWO (GFI OUTLETS ONLY) 21 BATHROOM 2 1 20 012 IWO ((SFI OUTLETS ONLY) 28 MASTER BATH 1 20 012 IWO (GFI OUTLETS ONLY) 29 CABANA BATHROOM 1 20 92 I,500 (GFI OUTLETS ONLY) 30 GARAGE DOOR OPENER 1 20 h2 1,500 (GFI OUTLETS ONLY) 31 GARAGE DOOR OPENER 1 20 h2 I1500 (GFI OUTLETS ONLY) 32 KITCHEN I IWO (GFI OUTLETS ONLY) 33 REFRIGERATOR I f2o F—vl_roo IWO (GFI OUTLETS ONLY) 34 DISPOSAL i 1 (GFI OUTLETS ONLY) ® IRRIGATION — 'LIFT © p ®�� pr STATION— 01101 �7_ .rl .IIIIN► W� 39 DEDICATED OUTLET (GARAGE) I 120 1 m I 1,500 I (G I OU LETS ONLY) 40 DEDICATED OUTLET (GARAGE) 1 20 12 1,500 (GFI OUTLETS ONLY) 41 DEDICATED OUTLET (GARAGE) 1 20 fl2 500 (GFI OUTLETS ONLY) 42 SPACE I VTAL LVAV: 5 I,'400 IST 10 KW • 100 % : REMAINDER o 40% : A/C loom • 100% : TOTAL: 39,18T 240. - IW,mCPm a 4-1,-JO6 10000 19)01 10~ 163.28 AMPS PANEL 'P' ELECTRICAL A LCU ATIONS (PRE-LUIRE) CIRCUIT NO DESRIPTION CIRCUIT WATTS REMARKSPOLE TRIP WIRE 1,3 POOL HEATER 2 60 % 10000 2,4 POOL PUMP 2 20 12 2,400 5,1 POOL PUMP 2 20 M2 2,400 by IRRIGATION PUMP 2 20 112 12,400 9-16 SPACE TOTAL LOAD: 11,200 TOTAL: I1,200 4 240 • 11fol AMPS TOTAL OVERALL CONNECTED LOAD: 227.4E5 AMPS PANEL 'A' PANEL 'P' 400 AM 200 A IP 100 A IP METER 120/240V 120/240v 42 CIRCUITS I6 CIRCUITS MAIN MAIN LUG BREAKER PANEL PANEL ALUM.SE CABLE 1(4 At (2/0) At BECABLE 0) 04 CU GLAD. THW G55 BRIDGE TO 5/8" BY 8' GALV. ROD GFI OUTLETS PER PLAN 2PW-NEMA 3R 240V A/C f MAIN DISC. • PANEL A/C RATED 10000 W ALL WORK TO COMPLY WITH NEC AND LOCAL CODES.. _ (3) 02 CU. — W/•6 GND IN 11/4" CONDUIT NOTE: INTERSYSTEM BONDING STRIP IS REQUIRED AT THE MAIN SERVICE GROUND LE IS Tf4L R f FR NTS NOTE: I. ALL ELECTRICAL IN THE AREA OF CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2014 NATIONAL ELECTRICAL CODE 2. ALL GFI 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 BATHROOM CIRCUITRY TO HAVE GFCI PROTECTION PER NEC 2014 ARTICLE 210 .5 u N fu If'■ 1 & Il— L z X Ify CUSTOM WINSTCN-B-LH Date: Os-Ob-19 Scale: As SHOWN Drawn: Ts GENERAL NOTES: CONCRETE CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT UNLESS NOTEP OTHERWISE. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS CURED FROM DATE OF POUR AS FOLLOWS FOUNDATIONS 2,500 PSI SLABS -ON -GRADE 3000 PSI BEAMS 4 COLUMNS...____- 3000 PSI LINTELS/ALL OTHER CONCRETE- 3000 PSI ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. ALL UELDED WIRE FABRIC SHALL CONFORM TO ASTM AT AI89 AND SHALL BE LAPPED ONE FULL MESH PANEL PLUS 2 INCHES AT SIDES AND ENDSt AND WIRED TOGETHER CALCUIM CHLORIDE SHALL NOT BE ALLOWED AS AN ADMIXTURE. ADDITION OF WATER TO CONCRETE AT THE JOB SITE IS PROHIBITED, ALL CONCRETE WORK SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF ACI 315 AND ACI 301. THE MINIMUM CONCRETE COVER TO REINFORCING SHALL BE AS FOLLOWS: SLABS ON VAPOR BARRIER — 3" BEAMS AND COLUMNS 1-1/2" FORMED CONCRETE BELOW GRADE _ 2" UNIFORM CONCRETE BELOW GRADE _ 3" ALL CONCRETE FLAT WORK TO TERMITE TREATED TILE ON CEMENT BOARD ON INTERIOR OR EXTERIOR WALL TILE ON SLAB s 'v `r F3 FI 5UNKEN 5NOWER DETAIL A2 SCALE- 3/4' . F-0' Tv O BF16-1B 45 BAR(S)AS REQUIRED BY UPLIFT TAB tv A. 'Av 'Ax w _0 > T.O.B. e: e: ...... ': 'Av POURED CELL WA 5 BAR CONTINUOUS FROM BEAM v Q TO FOOTING SF16-11 BF18-1B (SEE FLOOR PLAN FOR STEP DOWN DETAIL LOCATIONS 8" PLACE VERTICALS PER TYPICAL STEP DOWN DETAIL) DETAIL la SEA-1 HEIGHT CHANGE a NITS EtlIIP. Ell "5 BAR(S)AS REQUIRED BY UPLIFT TABLE GIRDER TRUSS NECTED TO A. °A, . 'A: ; 'A u ONRY WALL + 'Aro 'm. : 'A. 5/8"" WEDGE (4" EMBED) S'-4 Y. ♦ Y x V POURED CELL WA 5 BAR $ CONTINUOUS FROM BEAM 8„ TO FOOTING 0 8F20-1T 8F20-iB (/7 FhTi442) (SEE FLOOR PLAN FOR STEP DOWN DETAIL LOCATIONS PLACE VERTICALS PER TYPICAL STEP DOU1N DETAIL) DETAIL 'a BEAM HEIGHT CHANGE 4"-2W PAL CONC. SLAB FIBER MESH IN CONC. ON 6 MIL VAPOR BARRIER ON COMPACT, POISONED SOIL SEE FOUNDATION PLAN FOR J CONC. PAD SIZE AND REINFORCEMENT NTS MASONRY TEXRIRE OVER CONCRETE BLOCK (3-COATS) HEKsHT VARIES US4RAGE SLOPE 0 GARAGE CONC, CURB DETAIL O BP20-1T 8F20-,8 (/7 RW) 5N'.➢," I6'-4" 12'-4" 41_ IYII 41_mll 41_0ll 41_0" HB IW • • . m SHOVER _,_ •HEAD • N FI��— -- ° - 151"ADDCO•C. I WALKWAY 11_ 321_ J9 1`111L L1-4u ]I_mll8N J I-il_/_" LII JG 151_!_Il f il_41411 lOAD a Bm'n)"—vie- (!7 REW)L-----�BF FI . . — — —-------L--- ---------- — — . . — — —— 3 fft�I L____-- _ _ - I F3 L---J F3 L— BF,B-,BT F I m • I I I • SF1619Ta FIN. FLR FI O F3 i ,r i I I81I 12l_mu T1.4" 61_51I 41.211 BF1s-rr BFfB-1B (i7 RF&fl) ® LI-3- AFf BF1�12-IB7)O I FILL CORNER I SOLID TO 9'-4' em• G y • 16 V4'AFF ' 1 a,-3"---------------------------------------� (SEE 3(A2) . I NOTE: FEW VERIFY SPAN AND PLACEMENT a GIRDER TRIAMS ABOVE, PROVIDE BEARNG AT V-4- AFR AND MIN 3 1/2' MOTH. CONTACT ENGINEER FOR ANY FIELD CHANGES R IRED. ♦ (SEE DETAILS I AND 2 OF AS) Z, I I j 4" CONCRETE SLAB (2500 PSI) W/ I I 6 x 6 x 10/10 W.WF. OR FIBRE MESH OVER s' • I O FI 6 MIL POLYETHYLENE VAPOR BARRIER c 0 OVER CLEAN, P0150NED FOR TERMITES, COMPACTED (TO ' I D 2500 PSF OR S5% DENSITY) FILL. E I I v m,_m1 I • I FIN. PLR i 811 li_ __ I - 1_01 51_pll p1_ Y !il_11I V J J 2-10 iJl_mlI II 131_6II II ' _ I 111_411 51_21, I 4I r-4!-, iI V. • X 6 SYP • 2 WOOD POST VERT.HE SEE ATTACHED TO SLAB (w OIL /811( i0 SIMPSON HOW, 2-50 550DOL Ie TO I I 1 I I • G OINDATION I ® I I -= I I --N I I i — — — — — 51.211 31_m11 811 2'-8" i I L — — — J 4X48YP12WOMFOST ATTACWD 10 BLAB W1 1 I SIMPS® H i 7HR1-BOLTS TO F'OBi AND -BOLT T AND FI r1 --- FOOTNi 5MOL 1-5/8'DIA x 8' 00m VINDATION L — — — FONT DOOR W/IWANBOM ABOVE _ rm (SEE DETAIL 3 OF AS) • '" HEADER(SEE YBAM11 YLr DTL 6/81) FOOTNG BMOW r-- -- -----, I NOTE ATT BEAR NG WALL TO CBS WR X 6 P.T, 1/4" DIA O • TAFCON 8" f- STAGGERED <2° MIN ) NO : ATTACH BEARING WALL v "<V 4-, TO • r,L-I I m m HEADER (A� 70 CBB DTL 4/80 O A-18WTTSte' 3. UV7 X b P.i, V4" DIA STAGGEREDFI m ®" W 2' MN EMBED) I sy DO - -- Sort, a e'a" v I -47. • I L_ J, -91 61.811 "xi, - i 1 SYP 12 WOOD POST VERT. Foam • B ATTACHED TO SLAB W/ ONLY I v I I SIMPSON HOME, 2-5/e' I F3 I THRU-BOLTS TO POST AND m I 1 1.5/8' DIA x B' • i O Y A2 FIN. PLR I 11_5n I_ 11 • Q FI 88 2 --L-1— .•s'-B- N C I FI I cB •� I 0��--I I I N' GARAGE Doan use 2TI_pll VV N N I I • � m a• .. .. 12'-4" _ 12'-4° AM Fr4 L 91_411 AM V 4" AFF . . F N FLR (SEE 2/A2) (SEE 2/A2) F4 � • � FI I I I BB-2 SLOPE I 8FI8-IBT I I I 88-I I I I I I IQ' GAWM DOOR W EM I I I I I I I I I 4 I I I I I I I FI I I I I . j L----------------------------------� • . . . . . . . . . • 3 Q IB-IT 8FISIT6-11 740- V V-2" 3'-8" 3'-8" 3'-2" 5l_B11 11_11. 1'-4" V-4" 1'4' 6'-3" 2'-1011 81_211 21.1mx 29'-m" I6'-10 13'-10" �I_5u FOUNDATION 4 5EAM PLAN SCALE- 3/16" " I'-& 0 will_1r BFIB-1B (17 REM) I SI (TYP.) O I T Wo 0 :o m SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS CC SAFE LOAD — POUNDS PER LINEAR FOOT LATERAL LENGTH TYPE 8U8 8F8-oB BF12-OB 8F16-0B BF20-OB BF24-08 8F28-0B 8F32-OB 8U8 8F8 REIN *. CMU 8F8-1B 8F12-1B 8F16-1B 8F20-18 8F24-1B 8F28-18 8F32-1B 0 2'-10" (34') PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 1293 1642 2135 3069 4605 6113 7547 8974 10394 11809 0 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 1025 1024 1830 3069 4605 6113 7547 8974 10394 11809 O 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 592 591 1057 2189 4375 6113 7547 M 8672 10294 11809 ® 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 340 339 607 1451 2622 4360 7168( 60360, 71810,1 8328(m 5 T-6" (90") PRECAST 743 1011 1 1729 2132 2205 2698 3191 3685 424 534 357 1011 1729 2661 3898 5681 a4s7(4) s47z(,N ®9'-4" 112" PRECAST ( ) 554 699 160 1625 2564 3486 2818 3302 326 512 227 752 1245 1843 2564 3486 4705 6390(4 O 10'-6" (126") PRECAST 475 535 890 1247 2093 1 2777 2163 2536 284 401 178 643 1052 1533 2093 2781 3643(s,) 4754( ® 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 217 324 109 471 755 1075 1428 1838 2316 2883 g0 17'-4"(208") PRESTRESSED N.R. NR NR NR NR NR NR NR N.R. 194 63 300 548 950 1326 1609 1849 2047 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U—LINTELS 4AST-4~m SAFE LOAD —POUNDS PER LINEAR FONT TYPE ENGTH L 8F8-1T 8F12-IT 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8F8-2T 8F12-2T BF16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T O 2'-10"(34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 O 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 O 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 1 2724 3508 1 4292 5077 5861 ® 5'-10"(70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 ® 7'-6" (90") PRECAST 727 ( 1021 16340 2102 „ 2571(1 3039y 3508 , 727 1166 1634 2102 2571 3039 3508 a 9'-4" (112") PRECAST 591 680 1133(1s) 1471 1 1811(1s 2152(,) 2494(is) 591 851 1326 1705 2084 2463 2842 O10'-6" (126") PRECAST 530 552 914 (1s) 1185 (1 1458(is) 1732 1s) 2007 (l 530 666 1183 1526 1865 2204 2544 ® 13'-4" (160") PRECAST 418 0s 373 606 04 783 04 962 (4) 1141(14) 1321 (14) 428 455 770 1145 1444 1718 1993 9O 17'-4" (208") PRESTRESSED 187 211 404 (,2) 520 121 637 OS 754 (,2 872 (,- 192 303 500 732 993 1268D4 1470 n LINTEL D Si N L=OAD5 BEARINCT: 30 pef LIVE LOAD (200 pbf TOP CHORD) 10 pef DEAD LOAD (100 pbf BOTTOM CHORD) UPLIFT: 26 pbf MINUS DEAD WEIGHT OF BEAM (120 PLF) I. ALL LINTELS ARE 8FI6-I5/IT EXCEPT AS 51-I00,1. RECESSED LINTELS MAY BE USED FOR SPANS __ 8'-4" (V-8" MAX. LINTEL LENGTH). 2. ALL LOADS ARE PLF. 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. 5. RECESSED DOOR LINTELS MAY BE SUBSTITUTED FOR TYPICAL LINTEL. l = jPPRE-CAA LINTEL BAI I 7 I 1 .. LOADS PER ,=; • . `. •: 11 REBAR 1 � . L-1 BB-1 BB-2 BF12-2/iT BF16-113/lT 8F20-1B/1T 8F24-1B/1T 8F28-1B/1T OND 5EAl &CH DUL= MARK SIZE REINFORCEMENT REMARK5 BOTTOM BARS TOP BARS BB-1 8" X 8" X CONT. 1-05 CONT. PERIMETER BEAM BB-2 (2) 8" X 811 X CANT, 1-05 CONT. PERIMETER BEAM L-I 8" X 8" X PER SCHEDULE 1-01 CONT. --- LINTLE IBOTT. 6 8'-011 +/-) NOTE:: AT INTERSECTIONS USE 1- 05 CORNER BAR 30" LONG, EACH WAY COLUMN G-I . 8"x8" GROUTED CELL W 1S VERT. C-4 0� Ill GROUTED CELL W/4-05 VERT. C-2 • • 6"xl2" GROUTED CELL W/2S VERT. C-5 ® 4" X 4" SYP 02 C-3 8"x16" GROUTED CELL W/2.5 VERT, C-6 ® 4" x 6" SYP 02 ri 4n MARK SIZE (W X L) THICKNESS (T) REIiIFORGEMENT REIiA FI F2 F4 0 11-61 CONT. I' -fill CONT. 1'-011 X CONT. 3'-611 X 31.611 BOTTOM BARS TOP BARS J, m " ;1 .", 2-"5 CONT. 15 CONT: MONOLITHIC 2-"5 CONT. ----- BEARING 1-15 CONT. --- � �LI "5 REBAR 611 O.C, EACH WAY I Tg AT —10— I OP 6 Pike cop) 00 -j-0gj REVISIONS1 DATE CHAP 0-m5-19 ORDER 4 u V %;' 1 1� z W W A z �0 a o z Wa�� N w x c� 6,9 NCH z d u U� 0w O a U a awu (� 0 U a] EOM WINSTON-B-LW :: 08-06-15 Ie: AS SHOWN Ilan: Ts NTS 31-011 X 31.0" 1211 1 15 REBAR fill O.C. EACH WAY RECEIVED OCT' ST. I. iltiia #4wlllaar<. �umualtem.- P.T. 2X6 BUCK ATTACHED WITH 3/8"x3"SLEEVE ANCHOR BOLTS (1-1/2"EMBED) ON TT" CENTERS (20M PSI MIX CONGFiSTE). WA"A S NCI.IIDED WTI{ BLEEP£ AW,4 .. OR 1/4"x3" TAP'CON SCREW (1-1/2" EMBED) ON 14" CENTERS (20M RI flit 03 CRIE)CR6' CDMM IC-W 1=I• MN 0.03M NAM ON tAFL'O18. ANCHOR$ MAY BE =NTERSLW (BUT NOT REWF W) TO PROVIDE A RUSH MOUJTNG 6U11FACE HORIZONTAL JAMBS DO NOT TR %SRR LOAD. S" CBS WAL ,� ..off •..e, --... _ I/2" DRYWALL MIN. 1"X3" P.T. RUCK w I"X4" PT. WRAP REVISIONS DATE A ELEC. PETER (v.M) ro P2 A3 TYP. 18 tEGRESS) 8 B 19 (OBSC./TEMP) VENT WALL � g A� cart. m N AQ'_A" j o:;laallllllllllll:o`IIIIIIIIIIIIIIIIGo:III1111111111111:o:II111111111Uao,' I � .. . OR i OTlllllri,p;_ _.•_ •;o;Irlllll�t;o. oo. o,rl _ - -p: P _ 11 - - o -•12 TOWAZ AND GROOvE TY •__ i 1• •ooammilnnlunnll�o;:oa .D r.p::oaulnnn:l.�co; °= _ �o:' .1., . -OC 0: NINE PRE M PON/ I 9• -1 b �2 o .. I'■ III _ _ • �. � — may• �' 5 J 4� i n yS44142i9•e"i4"i'Ji"i"i2i4'i•Aprpaaaryh'OOPdAPitPdPOi"iNP40dOfdddClh"h•OAA•fdADie0e,5!•rnr.n s.... ' �, p O. I!I! r•r rrrnrrrrprr.rr euuueAuJiuuuu ueuOA — .,. plph,;,Ms MY ,, rf a , GARAGE'0-0 mi • ^ rm o;n1111111F'D i- 11111❑Illllio O 0 o .o�:onlnnunlnnlro-_roulnnnnnll.�.lnnnlnnun:�;nunluun:o;'= ----•;o;nnlnlnnnnl:p:;o` 0 SCALE.- 3/16" = 1'-0" OH. . IIII " 11 1—I-S VERTICAL (TYP.) MAX, I/4" 9NI FILL ALL HOLES PER MANUF. SPECS ,T,M NOTE, 2'-0" O.N. DOOR PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATNG rPER FBC RESIDENTIAL R-903.4) DTL Q O.H. GARAGE DOOR BUCK r2-'� TYfz. WINDOW BUCK DETAIL SCALE: NT.S. A3 I SCALE. NTA 5/8" DRYWALL ATTACHED TO TRJBS WITH 1 V4• % SCREW, 12. OC. FIELD S" O.C. BUTT JOINTS C 44T. 25 AA'vs METAL TRACK TOP AND BOTTOM W/ Ia• DRYIIW.L EON SIDES (11 " W SMS • 24° O.G. WALL AITAGJW WITH 25 GAUGE CHANNEL SHAPED METAL I V4• IS SCRBIIS, D' O FIELD 8" O.C. BUTT JOINTS STUDS 24" OL BOTTOM TRACK ATTAOED TO SL4E WITH HILTI PINS )48" DIA X I" LONG LLOM BABE R TRIM •Ya" O. MIVAW FLOOR �� TYP. NON -BEARING WALL DETAIL I SCALE: W.S. 6-S" f 1 `z •Irennn..nvn• 16" MAX. 16" MAX W MAX f1 o• •o w W NOTE: a PRIOR TO BUCK INSTALLATION APPLY A WATER RESITANT COATING A ,n (PER FBC RESIDENTIAL R-103A) a EXTERIOR DOOR BUCK DETAIL U N L 2x6 P.T. ON SIDES OF MASONRY OPENNG SCALE: NTA 2, FASTEN SIDES T14RU JAMB 4 2x6 WITH W ►+4 1/4• x 4 0- TAFGONS, 6• FROM THE TOP 4 BOTTOM 4 16" O.C. IBETWEEK A SNGL.E y N I' FASTENERS IS ALL THAT IS R F'I ��jjj 0 y u IOr UD. FWI [T, 3. FILLED CELLS ON BOTH SIDES OF�. eq II s V ONLY ONE SIDE REQUIRES (y � �j �r� EP•I V Q`JI' IfQ'ji{ I O �0-1 FOF DSH BACK DRYWALL ® / DRYER VENT RECESSI 3" A6 - I_J I I icz VENT SIDE VIEW FRONT VIEW sl DRrE:R VENT NICHEDET,41L rTYPJ NTb. CxENERAL NOTES g" 01. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS WHICH WILL EFFECT THE INSTALLATION OF ALL NEW WORK. IF DISCREPANCIES AR: DISCOVERED, DESIGNER MUST BE NOTIFIED BEFORE PROCEEDING WITH ANY MODIFICATION TO n THE APPROVED DOCUMENTS. 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 '^ AND NONSTRUCTURAL COMPONENTS DURING CONSTRICTION. 04. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER U 4AT DRAWINGS MAY SCALE OR IF WRITTEN DIMENSIONS DO NOT EXIST, WHICH ARE NECESSARY FOR CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE DESIGNER TO OBTAIN SAME. 05, INFORMATION FOR THE BASIC LAYOUT OF THIS DRAWING WAS BASED ON EXISTING OR w.. FIELD DIMENSIONS ( F. D. ). CONTRACTOR MUST VERIFY IN FIELD ( V. I. R) A ACTUAL CONDITIONS AS DISCOVERED AND OBSERVED AND NOTIFY DESIGNER OF ANY DISCREPANCIES. 06. THE CONTRACTOR / OWNER ( IF OWNER BUILDER ), IS SOLELY RESPONSIBLEt FOR THE MEANS AND METHODS OF CONSTRUCTION, AND THE SAFETY OF CONSTRUCTION HE WORKERS. 0-1. ALL WORK SHALL BE PREFORMED BY CONTRACTORS POSSESSING VALID CERTIFICATES y OF COMPETENCY AND OCCUPATIONAL LICENSES, RECOGNIZED AND ACCEPTED BY THE LOCAL GOVERNMENT HAVING JURISDICTION, OR BY OWNER g„ (TEMP) 08. TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS SUBMITTED 14ER=WITH COMPLY WITH ALL EXISTING INTERPRETATIONS AND PROVISIONS OF THE APPLICABLE BUILDING CODES AT THE TIME OF THE PLANS PREPARATIOI-L NO WARRANTY EITHER EXPRESSEIp OR IMPLIED IS HEREWITH GIVEN. 0% CONTRACTOR / OWNER SHALL VERIFY ALL DIMENSIONS RELATED TO ANY PART g OF CONSTRUCTION PRIOR TO BEGINNING WORK OR ORDERING FABRICATED MATERIALS REQUIRED REQUIRED FOR CONSTRUCTION. (TEMP) ENGINEER' S SEAL IS FOR APPROVAL OF STRUCTURAL DESIGN ONLY. 45" KNEEUAJ. W/ IL ALL GLASS IN HAZARDOUS LOCATIONS TO COMPLY WITH R308.4 GLS. ENCL. AMY. 12. WALL AND CEILING FINISHES SHALL HAVE A rLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200. (R30211) —K SPACE W/DRW. 13. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN.450. (R302.52) v 14, ALL TERMITE PROTECTION SHOULD COMPLY WITH R318 , PROPOSED HOUSE IN VERY HEAVY TERMITE AREA IS. ALL LUMBER USED SHOULD HAVE QUALITY MARKS PER R3112 IS. TILE TO BE INSTALLED OVER FIBER -CEMENT OR GLASS MAT GYPSUM 5ACKERS.(RI02A.1 AND R102.421 IN SHOWER SURROUND AREAS. R. WEATHERING IS NEGLIGABLE. I8. GYPSUM BOARD COMPLIES WITH FBC 1023 ST. LUCIE COUNTY BUILDING DEPARTMENT PRODUCT APPROVAL REVIEW AFFIDAVIT "%5O®IIS9IGLKQS,MWI)[g6,3U)6ELwa6,Fo®/dk$9A Y8,6KTUl61f& Ci'BIG DXMnIA FRA7ICT mm. 9� 2YNWCIIIlHt ATFA06B2FW W TTff OMWA0Yx,E VOIT MVIFPR7ML WEIR SIDITIX0 PFB&4E 910T011C 1150 FIOW I EStt6EHN6 WF411PAM 36'x63' 051O10MV61E8 54-LAM 3%'.IW'TACOB,FtlLAU4= RWFLI 86%I.3SY5 ASMI.108 2 88SP.ORPA70 301 x63' UBT011MMSY61M 5%'LM3 3A6'x I W'T*M FILL ALL MS FL51RI &W-RI .WMI.168 n E9IGEHIG WOPKeFPALTI 3C x63' CATMIEMMMIM WLA2R 3VxIW'TM=,KLAUflW RWRI B6E✓•3SB -WI-08 "I timailz IIIIIIIIIIIIIIIIIIIIIIIIM : _ •• .............. GARAGE �� 5 BF G4,d„d�GLLL,dd,,LTd�55,d;,.gtf Nr. NAM FMTZM FOAM) 41 O-, s 4 0 mi E UI 0 CD w z U X +— X IL t'x)DICT 06RBI CUSTOM WINSTON-B-LH PWAR ,65ID)65ID Date: 08-06-Io Scale: ASSHOWN ST. LUCIE 1 W IANCE UN 43 0"LICTRICAL SYMBOLS L9GEND HB W/ SHOWER HEAD + CONC. WALKWAY SCALE: 311ro" = I'-01I ljl) DUPLEX RECEPTACLE ® JUNCTION BOX ® EXHAUST FAN 220Y RECEPTACLE © TV JACK VP VAPOR PROOF }® (JJ SWITCHED RECEPTACLE V PHONE JACK - PFEURE ONLY ALARM KEYPAD FLOOR DUPLEX RECEPTACLE © ALARM CONTACT OUADRUM.EX DOUBLE ROOD - SOFFIT MOUNTED RECEPTACLE ® !CN✓DE8G8�TP@DMIt FUfIIPi- O CEILING FAN OUTLET GFI GRAND F,4W-T INttgiJF=TGRWP GROUND KAULT -lf�>- NCANDESCENT FIXTURE- CEILING MOUNTED GFI NTERATHERPROOF R SINGLE POLE SWTCH YY Y INCANDESCENT FIXTURE - WALL MOUNTED CEILING FAN iLTAUTLf `MJ 3 WAY SUITC{I � RECESSED HIGH HAT UU TRIM FPL 4 WAY SWITCH ELECTRIC CO. FETER 4 PUSHBUTTON I� ELECTRICAL PANEL 'TJ DISCONNECT SWITCH FLUOR LIGHT UtM 10'-V M A SITRX DETECTOR MMIEZ10,LdTIM HV) PANEL ELECTRICAL LOAD CALCULATIONS CIRCUIT NO. DESRIPTION CIRCUIT WATTS REMARKS POLE TRIP WIRE 1-8 LIGHT'S 4 RECEPTACLES 1 15 014 8,46E + 3 X SF. 9,11 RANGE/OVEN 2 45 •B 8j)oo 10,12 COOKTOP 2 30 010 5,000 3,15 JAPPLIANCES 1 20 1 "12 3 (GFI OUTLETS ONLY) 24 DISHWASHER 1 20 012 1,500 ET Y 25 WASHER 1 20 412 1,500 (GFI OUTLETS ONLY) 26 MICROWAVE 1 20 $12 1,500 (GFI OUTLETS ONLY) 21 5ATHROOM 2 1 20 012 1,500 ((3F( OUTLETS ONLY) 28 MASTER BATH 1 20 012 1,500 (GFI OUTLETS ONLY) 2S CABANA BATHROOM 1 20 M 1,500 (GFI OUTLETS ONLY) 30 GARAGE DOOR OPENER 1 20 012 1,500 (GFI OUTLETS ONLY) 31 GARAGE DOOR OPENER 1 20 012 1,500 (GFI OUTLETS ONLY) 32 KITCHEN 1 20 #12 1500 (GFI OUTLETS ONLY) 33 REFRIGERATOR 1 20 012 1,50m (GFI OUTLETS ONLY) 34 DISPOSAL 1 20 012 1,500 (GFI OUTLETS ONLY) 35A1 IRRIGATION PUMP 2 20 M2 1,500 36,58 i LIFT STATION 2 20 M2 1,500 3S-42 I SPACE TUTAL LUAU: D-0,401 - I&,m(Vm 2 4j,401J IST 10 KW • 100% ; 10ID00 REMAINDER • 40% I1,3Bfi A/C 10000 • 100% = 10000 TOTAL: 313W 4 240. 155.18 AMPS PANEL 'P' ELECT'RICAL LOAD CALCULATIONS (PIRE-WIRE) CIRCUIT NO, DESRIPTION CIRCUIT WATTS REMARKS WIRE POLE TRIP 1,3 POOL HEATER 2 60 % 10,000 2,4 POOL FU p 2 20 M2 2,400 5,1 POOL PIMP 1 20 #12 2,400 b,8 IRRIGATION PIMP 2 20 N2 2,400 S-16 i SPACE TOTAL LOAD: 11,200 TOTAL: M00 4 240 - lIbT AMPS TOTAL OVERALL CONNECTED LOAD: 221.45 AMPS PANEL 'A' PANEL 'P' 400 200 A IP 100 A IF METER 120/240v 120/240V 42 CIRCUITS 19, CIRCUITS MAIN MAIN LUCs BREAKER PANEL PANEL 214/01 ALUM SE CABLE 2 SE GABLE CM. 2ONDO T° 04 CU GND. THRU GB5 . BRIDGE TO 5/8" BY 8' GALV. ROD GFI OUTLETS PER PLAN 2FNF-NEMA 3R 240V A/C i MAN DISC.. PANEL A/C RATED 10000 W ALL WOKK I COMPLY WITH NEC AND LOCAL CODES (3) V2 CU. — W1% GND IN 11/4" CONDUIT NOTE: INTERSYSTEM BONDING STRIP 15 REQUIRED AT THE MAIN SERVICE GROUND LTfCL f NTS NOTE: I. ALL ELECTRICAL IN THE AREA OF CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2014 NATIONAL ELECTRICAL CODE 2. ALL GFI RECETACLES TO BE TAMPER RESISTANT PER NEC ! 2014, ARTICLE 406.11 3. PROVIDE ARC FAULT CIRCUIT 5 PROTECTION PER NEC 2014 CODE COMPL ARTICLE 210.12 ST. LUCIE C{ 4. PROVIDE TAMPER RESISTANT BOCC RECEPTACLES PER NEC 2014 ARTICLE 210 5. ALL BATHROOM CIRCUITRY TO HAVE GFCI PROTECTION PER NEC: 2014 ARTICLE 210.0 � oil m _I ILL LLI � � m ® " _3 N fu 11-1 c67 d` D U U ,n l-L m �- z X O 4 r x CUSTOM WNSTON-B-LH ,Date: m5-mb-19 I@: AS SHOWN Drawn: TS