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Marsh View Court 1489 RECEIVED CITY OF ATLANTIC BEACH v N° BUILDING &ZONING fl M n N I 1 JAN 1 5 2003 3 N 0 I N N � cUx o a BY. --- > d } N H Q w CL ., a N a Q w cf) 3 z m � � o H i-u u � LLl Q C N ►"7 i PLOT PLA Q SCAtLE: 1" = 20' . I I ' cv MH U U Lit U 40D �jo U H CL CV 10 CL rt A RAM Ull Li 1 r• Li lam'/, OP7`�(OWAU R iQr-5 nn'� cv Lil TYPE OF C0QSTRUCT10Kj: TAPE V1 ® � O C0QbITZ0QEb SQUARE FEET 15T FLOOR: 1375 5F C0Qb1T10QEb SQUARE FEET 2�1b FLOOR: 722 SF UKjC.0QbIT10t.IEb SQUARE FEET: 662 aF � bATP e6, 2,002 -1MPERVIOU5 SQUARE SET: 2548 5F E--1 i ii dE,CH A�A,�,C vvE . APPRoXIMA<TE WEIC-�WT OF �IzC��IC -r� P©1�cT OP- ROOD AgOvP ►�T5WEb P,.00� CITY: z6 -- � Q bE51(f-IQ METHOD USED TO MEET MTQIMUM LOAt)I lCI 2EQUIRE0EQT5 PSR 'o0 FBC -- SEC. 1605IMPLE bIAPHIZA<M BA 51C �,/Tb 5PEEb, MPH, (M/S) 120 OPH F:' R 0 � Lu vu WlQb S4P0RT4QC.E FACTOR (L): 1.0 ; 0 o BUTLb1W61 C.ATA<C--AOR`(: 11 0. co \A/INb EXPOSURE: \A/1Qb bIRECTIOQ: ALL � I _ [-] ❑❑ MET+40b FOZ MEETIWC1 \dlQb E30URQE bEBRIS P20TT-:CT10Q: OPP-QIWC-15 WILL BE PROTCCTEIb \A/ITH 05B PER TABLE 1606.1.4 OF 2001 [:BC THE APPLICABLE IWT-EZQAL PRESSURE C0EFF1CIEQ7l � 0R - 0.18 5HCF—T bESIC,W \&/IQb PRESSURES (PSP) U5P—b TO bE516IQ COMPOQEWT A �.4) CLA< )t� Q --1 0 Tt-:P, S t1QT SPECIF-TC.ALLY bESICIQEb By THE RF-61ISTE{ZEb bE5TlGjQ PROR�55�OQAL: RCF�R TO Er.iC-�Zr.►EEREb bR.��,./Zt.,IC�S TYPICAL FOU.1bATIOQ NOS` n � v SCA�LC 1/2" = � FOOT UQLE`55 RULEb OTIAURWT5E BY TWE SOIL E�.IGTWEER OR C.ONSTRUCTIOW PROFE55TOWAL TWAT IS FAMILIAR � M r WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION SITE, THE UWbER5IGWEb EWGTWEER RECOMMEWQS 3 0 9/2" brAMETER CIATOR STUB TWAT AT LEAST TWO (2) 25 FT. bEEP SOTL BORIWG5 BE PERFORMEb AT TWE CONSRUCTTOW SITE FOR THE I cv Zv BOLTS SPACED„AS PER WALL PURPbSE E OF VALUATIQ61 TWE DEEP SOIL C0W(>TTIOW AWb TO INSURE TWAT THE SOIL bOES WOT 43-0„ v 'i q Ewcf[.IEER SPECS. 04 RODS COWTATW POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL, L)) -TEb CLAY, ETC.) THAT MAY I �1 ADDITIOKAL EXP. C044”CO"C. BOLTS MAY BE tiJE_ _b CAU6E FUTURE QETRIMEWTAL STRUCTURAL SETTLEM"ct,IT. 7 k_p' 20_0 i6, 0„ � Q SLAB PER SHEAR WALL TABLE. W/pTsER " MAX - MESH HOWEVER, 6 FT. QEEP SOIL BORTWG5 5WOULb BE PERFORMEb TO ESTABLT5W TWE bEPTH OF SOIL m w ass 48EXCAVATTOW AWb BACVPTLL. HUMBER OF BORTWC•15 SHALL BE RECOMMEWbEb BY THE SOIL EWGIWEER. (t1 -- — — — — — .� — — _ — — - CONSULT [� ENC�SNEER �-- _ IF WO bEEP SOIL BORTWG TWVESTTCjATTOW 15 PERFORMED (I.E. 25 FT. bEEP SOIL SORTWG5) THEW THE 6 - MTL V.B. OVER I Y I r CLEAN, WELL UWbERSTGWEQ EWGIWEER ASSUMES TWE FOLLOWING: C7 — — - — — — - C.OMPAC.TEb'fVt:ATFb I - Q, 20" (W)x 16" 04 RODS VERT. ON 48° T1-IE UNbERSTCjWEQ (I.E. ENGTWEER) WAS WO VQOWLEbGE OF AWY SUBSURFACE SOIL COWbITION REPORT: a. I I ? I I T (1fj CONCRETE _ UiSTER5 AWb AT THUS, ALL FOOTTW615 ARE bESIGNEb AS SHALLOW FOOTINGS BEARIWG ON SOIL TWAT POSSESSES A I LAc�AtI q I o N U CORNERS. VERT". Robs REST FoRCEb _ =iii- - iMAXIMUM 95ARTWC PRESSURE pF 2000 PSS IF COQTRACTOR FOUWb AWY bIFF-ERIQC1 COWQITTOW5 EITHER I 01 -� 4�6 I -� (n L►{ Q I 1- IIS SHALL BE HOOt&b 6" ,. W/(2) -- 05 --1 T-i�-r_- - - IwJTO POOTIQcs TNROUCIH SOIL REPORT OR SOIL REMOVAL, THEW EWCITWEER OR UWbERSICIWEb SHALL BE WOTxFIEQ 4WQ q I " 4 ti`' I I 3 o m RODS COhiT. �- BOTTOM AND 12" IN'to P05STBLE FOOTTNG bE5ICN REVISIOWS (I.E. MAT FgUWbATION OR PILE FOUNbATTOW) MA`{ HAVE TO BE a °o � �o .`'. I LOWE�O 2 IMPLEMEWTEb PRIOR TO COMMENCTWG WITH FOOTTWC15 WORV- o I a S a 1$2 sra �r o W ��= w m- �;.� ..;.�• _ =�j•(SLAB �TOP,FOR HORSL. — m RESNFORCEMEKJ f, USE 9 -I �. NoRIZ. J"OTNT I I i I �, n-r,irnnr•e.nc,rr n,i �r 9� ` �� CL a 4 -�� r _.._ — ---�- -- — — — — -- — — __-_. _ I � � v q o COWSTRUCTToN WOTES: I 1' 6" ° H U F O Y COWCRETU I _... — — _... _ _ — — — -L I � 2 LJ � U D ALL CAST IW PLACE COWCRETE (EXCEPT SLAB OW GRADE) SHALL WAVE A MIW. OF 300 PSS COMPRESSIVE 5TREWCIT14 AT 28 DAYS. SLABS OW C-IRAM_ MAY BE COW5TRUCTEb W/2500 PSI COWCREfE. I I 9'_11" 10 2" I I 2) FOOTIWC-IS SHALL BEAR BELOW bT5TURBEb ORGANIC SOIL AWb UPON EITWER THE SURFICIAL 50SL OR UPOW STRUCTURAL FILL COMPACTEb TO A bEWSITY OF AT LEAST 957. OF 5TAWbARb PROCTOR MAXIMUM DRY bETM1SITY (A.51-H b1557) FOR A bEPTW OF AT LEAST OW FOOT(1 Fr. ) BELOW THE BOTTOM OF THE FOOTTW(�. 3) BEARIWCT MATERIAL: THE P-OOTTQC15 SHOULD BEAR TW ETTWER THE EXISTIWC FIWE SAWbY (v 5OZL5, WHICH WILL REQUIRE PROPER COMPACTTOW, OR IW COMPACTEb STRUCTURAL FILL. THE I I \ `(D BEARIWC-I LEVEL 50IL5, AF MR COMPACTTOW, SHOULb EXHIBIT bEW51TTE5 EQUAL TO 95% OF THE �- MODIFIEb PROCTOR MAXIMUM bRY bEWSTTY (ASTM b1.557) I I I _ V 4) REIWFORCIWC-j STEEL SHALL BE ASTM A-615 GRAbE 60 STEEL COMFORMIWCI TO ACI 301, ACT 315, I �' I I I U ACT 316 AWb CR5I MAWUAL OF STAWDARb PRACTICE, LATEST Eb=OWS. S) ALL COWTTNUOU5 VERTICAL AWb WORTZOWTAL RETWFORCTWG STEEL IW FOOTIW5 SHALL BE LAP 5PLICEb A MIWIMUM OF 36 BAR bTAMETER5 OR 24" WWTCt-1EVER 15 GREATER UWLE55 OTHERWISE I I MASI1.1 HOUSE SL�4B I I CL �' Q NOTED. I I 1361 s z 6) THE MIWIMUM CONCRETE COVER FOR FOOTINGS SHALL BE n,. AT" FOR REIWFORCEMENT. I I I I O FOOTTNC15 (TO MATO REIWFORCEMEWT............................3nicu� SLABOW GRAbE...................................................................CEWI_Ra, I I I I J Q- 7) HORTZOWTAL BEAM AND FOOTTWG BARS SWALL BE BENT 1' - 0" AROUNb CORNERS OR CORWER I 'BARS WITH 2'-o" LAP SHALL BE PROVIDED. REAR WALL of 6) COWTPACTOR SHALL PROVTbE SPACERS, CHAIRS, BOLSTERS, ETC., NECESSARY TO SUPPORT I I C�ARA�E RETWFORCIWG STEEL. SUPPORT ITEMS WHICH BEAR OW EXP05Eb COWCRETE SURFACES SHALL HAVE EWbS WHICH ARE PLASTTC TTPPEb OR STAINLESS STEEL. 9) ALL REIWFORCIWG bETAILS SHALL COWFORM TO MAWUAL OF STAWpARb PRACTICE FOR DETAILSWCi REIWF•ORCEb COWCRETF STRUCTURES ACT 31.5 LATEST EbITIOW, UWLESS bETAILED I I i9-4 1/2" I / I 7 9_0 OTHERWISE OW THE STRUCTURAL QRAWIWG5. . 1 I , I H 10) ALL COWCRETE WORk SHALL BE TW ACCORbAWCE WITH "THE BUTLbING COBE REQUTREMEWT5 I I I �-- FOR COWCRETE" ACI 318 LATEST EbITTON, ANb "5PECTFECATTOWS FOR STRUCTURAL CONCRETE FOR MASONRY I I I I ZD U o I - I I J f I I FROQT PORCH �i � 1J CONCRET MASOWRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAb-BEARIWG CONCRETE MA50WRY I a" LOWER UWITS, TYPE i C-IRAQE W-1 WORMAL WEIGHT, WITH A MIW. COMPRESSIVE 5TREWCjWT OF 2000 PSI ( F ' I ss I I O j L _ _ _._ _ — _ _ — _ M 1500 PSI). 2) MORTAR SHALL COWFORM TD ASTM C27o AWb SBE OF TYPE M OR S. I T — — — — — — — — — �-' ""- — - CIAtQAtiCIC (4" _ 12" I � 3) WORIZONTAL MA50WRY .SOTWTS REIWFORMEWT SHALL BE CALVAWIZEb TRU55--I YPE- WITH 8" LAP I LOWUR) o � J l.� � AT ALL SPLICES AWb SPACE AT EVERY OTHER BLOCk COURSE, MAX 16 n,• O.C.. I 451 so Fr Q� I I Wq l a&,h V [n-}• bATP• kIr�v 46 2002 I I TOTAL AREA Lo H F- 2024 srn Pr I I j U cy a SOLE PLATE SHALL BE EXPAKISToN RECESS SLAB _j LIJ C(ATOR Ati1CNORED'fO SLAB W/ 1/2" JOxtifl3/4" X 10" WIDE T — — — — — — — — — — — BOLT OxAMETEi?GATOR BOLTS AT C7ARACE ZKiTEQ=QQ 2 4 SPACED PER SWEET. DOOR THICkEKJEb SLAB STUDS ADDITIONAL EXP. BOLTS MAY . 16" O.C. BE NEEbEb PER SHEAR WALL , ,,' DETAIL _ TABLE ON ENGINEERS DETAIL r''' 91--0" ��'W� 20 {� (2) -05 TUPIW bC)\JW SLAB bETATL AT RODS CoN•rfWUOU5 C�A{ZAC�E n C- E-QE-RAL CC)Q5TRUCTlC)Q QOTCS: 43_Q ��� _.__._ n �p 1 11 � � rn IT N n � 1 1 7,-011 2p1Wp11 PO�/b�R ROOM OQ QRST PL.00R 15 I'ACCCSSIBLC 7' 4" 7'-4" BA71BROOM" II Y Y 21-411 21-411 ,, , STORAC-1C UQbER STAIRS TO BE I - HOUR \� T CO QS�UC 1 �OQ�I L�1V�J+ � O �`� il'311 �� 4/ WP � ^ CL k&IEEWALL, � w u -n1 1 1 -a 1a a" d Q 171`-211 X""{--16111-6 M WD•t W° FIQ558Z88CD CD C� N CELLTWC - O Q > 9 1 - LOWEREb To N O 434' W0 H U a Y 61, ►Jook MASTC� Bb '7 Ij X 71- 11" -� .1.4_011 X 13,-0j1 N ►-7 a WALLS AT 40.5" 1 AFF rn 51_01' _ -- -------- 24'-----24' \ _- W p�� w p / 11-9,1 _ 2'-111" 3'-4 1/2 . 11— 1"211 - cv Q r _ I N 1 LIVTf.1C� q '� I _ x 1 kITCI-iE�1 , 11 1 11 \ / 8011 1 11 1 16�6 -6 ft' X 10--4 M 8bY]3� szti �flnn�E� a i , I a --- �; I •� �7 �/ y wzIJDOW SCHEDULE U Q nas�a ___y. nRzn3a I 3 = �°y TER � ' O tVUI"IQG'� Q 1 SIZE CODE 1.1 r r W0l 9 306o MARL' 50 - WHITE - SEE ELEVAtTIOQ FOR MUQTIIJS .__ WO3 O O - 8 C^A<SS 4�- • W02 2 2 040 36 110�L BLOCkS � WALLS 97 1 u n5" iv 6-11=�2 ��-----4'-9" i-4 �' --1 I i � y OUTST�E 6 M �k 5 WHITE SEE ELEV,�TZO1J POR MUtJTI1�(�J � Q 9/8" -� PLAKIT O bO�klEEWALL ��/ SHOWER _ 5HELF ABOVE N4LL i, G A,TW 4��•\ 1 ^�' J r w, ( (.Y. I � 1\ fl 13'--7 1/2" I�?'-4 1/2"V 1_011 1 6 1/ 4-1,1 7 1/2'v' 1_i1" . . _ -- y -- .. - ° p°y _ \ DOOP- SCHEDULE 0 -7 ,�_��.. .._.. IJUMBER QT`( S1ZE DESCRTPTTOK! THICkIJESS CODE `i CL �—_-� Dol 1 6 68 EXT. HIQCIED-CjLA,SS 1 3/4 MAR So WHITE - IJO MUI, <r bol VP I — - w a _ I D02 1 16070 C�ARAC-IE 1 3/4 ib070 STEEL C1l '�.4CIE DO03Z W t - 611 - ....... — �O�CR � - r-e - - - ! CLOSET � \ _.. .3°re- v �w rH b03 1 54468 MULLED UIJTT - PA,eJEL DOOR W/TWO 51 .�7" 6�-3" �. : O I D 1 11 1 11 J`L1 4Jy 11UxJn�1Qv�Y i Doo 1 2368 EXT. 1 3/4 STEEL � wPAWEL - DOU L 5 5 2665 ' ._� _ ................ .._.. ppb 1 2 ,6a 1 3/88 TQTERIOR 6 PAt►JEL SOL 31-p,1 N i / IIJ IFRIOR 6 PA,e,IEL SOL ' \ Dol 1 2068 i 3/8 IIJTERIOR 6 - PA�wEL - SOL n W L' ,4 1 11 1 u LIA�fp1.ER , �° 2060 1 3/8 TQT-ER=OR 6 - PA QF-L -- 50L -io 3 9 1/2 b- 8_4 1/2� - 11 101-711 x 131,`51 I Q � 0°3 I Ll PORCH -J 0 81-711 x 51_611 \ . � 1119 21 It • W0 Wb I 1 H$9 YhdrlA , LIVIQCI AREA 1375 sca �r o W D�hT�• "r)\1a6, 2aA2 `1�/ � I I m W w77 v� 4 b02 41_pn 3'-3" 31 N" 101- 1 101-011 1-pu Q1 011 iil_°11 201`011 X 431.011 _ _. _- �, 5HEET Q ,J 4 N � 1 1 { N N 7D GVG 4 d CO } W LijQN p Y M H 4 Li W CL � � V `n V CD 22. Co L a H v O Y 2 W Q co0 { _M LJ POOL PM/PEC--0" 14' x --2° PM BEDROOM 11' 'N 10' 0" X il'�-9" - Doo2 SCHEDULE NUMBER OT`( SIZE bESCRIPTTCO)w THICVWLSS CODE 1 6066 EXT. 5LIDER--CjL,455 j 3/4 HARI2 50 -RITE - t.10 MUQTTti b02 3 2668 l 3/8 INTERIOR 6 - PAQEL - SOLID F arc b03 1 2668 POCkET 1 3/8 INTERIOR 6 - PAQEL cva OPCU ���� \ D04 2 4068 BIFOLD 4 3/8 P KlELED BTFOLD WITW TOA 3'�� - b05 5068 BIFOLD -1 3/8 PAKIELED BIF-OLD � TTN " <}'-�" X �j TL I v Li bag. LJ LD a wlh4bow SCHEDULE Q U 6`-2 3/4" � �Iu szzE ' �' MBER QT'S CODE { 1 4020 M.4Rk SO - WHITE - w/MUQTTQS -- OBSCURE -- TEMPERED M o �ELow bw bp2 - -N w02 4 3050 M 4Rk 50 - -RITE SEE ELEV4TTOQ F'OR MUQTIQS CLQ _ ba4 - w03 1 3050 DOUBLE C-IL A� -ED FIXED COLI SS - CUSTOM x. .,. .. w04 1 130410 DOUBLE C-ILAZEb ITXED C-ILA55 -- CUSTOM H (— � - l 6 1 N ..... ......... .. ....-..........� .....�.... O k It BEbPOO 10'-7" x 11{-1{1 n rn 14 1D r 1 ' to w CSL 1 - M 1t 1]1�97:3-- ui_p4O -7 3/4" 4'-7 3/4 81 D3E , 1 ' / " ' 4-7 34 4-7 3/4' 2'-6" 2'-6 1/Z"IZ- t ' LJ 9'-3 i/2" �n rVn LIV 722 sQ Fr Ll g9 Tat) b.4TP 1,int/ 4 6, 2002 3 >J 7 w � a � W -- IZ vn m CCT 3A M h M � � I N N CL >-- io I CaTHEa IL C�S�T�tc I �Q } N Q 3:1z PITC�1 MTQ"):MUM Lo CL a N u w CD d RL Lil W -2 LL ❑�. _ (m::: ° gin I^ m Hrn I O o > Ho Lo a CD N h POOL RM/REC ZM II I I BC aOM C EaPAL CETLTQCi 3:-2 PITCH MTuTMUM t x 4'srrLxCqNT- '� a CEQ-M2E0 Tu ROOM CATHO)RAL I G O CE-XLIWCJ I I • _ _ T I I cr 3:12 PI Hcv I I I I� Mx�JIMu O CL CWaSE II ORUQ BALUSTERSj I I WXTit TOP CATHEa(2AL CETLTQCI (I RAIL CA-MEU2AL CEILT"C7 I I 3:12 PTXw MIr.LIMUM 3:12 PITCH r1TQTMUM I D 1i 8 FOO' FLAT I I I I O V 1 CEILIW Q � a POOT FIAT OPSQ BSL ow DJC ETL:lQ I I I Q I - -- ❑- I I I I I _ -- ❑ I I 'll 6o BcoQoaM � � CATWEUPAL cETLTkie, I I 3.12 PT z _ BATH 0 gcc. ooM I I I�-- j - U li 8 VOOT FLAT II I I I I �� �I� M � `,� � I I I ►i -2CL Uj I — 1_ _.J I _ LL _J CSL Vn LIVIQC ,�RC,� �1 I 722 SQ Fr ROOF PITCH IS A 7:12 SLOPE e J ooT FLAT I CEILTr.Jc� WALL HEIGHT OJ PQOQT PORCH, FOYER, I I ATTIC 5TOP-Ac,E I I $g TRUSSES ABOVE AQb LIVIQ61 ROOM TO BE 10' I C-JA2ACE WHERE I ����/ WALL HEICIWT EVERYWHERE ELSE IS 6' I Post SEiM DAIF• 46, 2002 ALL :1QTE2zOi- PI"i CNES ARE MAxIMzzE� ►.TOTE LOCATTOW 0;7 ATQ qAQbLER AQb I I I W ALLOW FOP TRAQ!%;ER OF AIRI } CO�.IDITTOt lQc---j BGTWEEKI FLOORS. I I > cn __ — — _ __ — — ____ _____ _.-_ � r— Z3 _ � -2 ___) cl- � m 5HEET 4 s n n 1 N N �Er.IES�AtiL I.IOTC: LAWAI QD o kQEEWALL, KID W' , `' SERVICE SIZE: 200 AMPsCeEczQ >- h 171 cv ARC P-AULT PROTECTTOQ IQ � � � '� - _ - - _ - _ � - _ _ ' WPtl5�X88 m a 3 M Fi I - - - - - - - - - - - - - Ui - _ H d Q Ui \\ Wn_ I gook M�STEQ BD�M � 1 3 3 \ CD ./w\ CD _ - - / / 0. Q O N O V a �_= __-_--_ - - - - - - - � + "J I� o Y / -- — -; - ------ - - - -tpw r- LU w = l / \I E XL L � � .STA Qb 1Q6j VIE.IC-� - � i I�ZTCNEQ IX7 -� ® IQ Tw E aP�36 ate. 00 0000 S TH . . 3 Woe I o cv THE LIVIQC-1 4 _ _ - � � � ><- � LL i�� � � � _ ou-rsxaE HALL BATH wo Lo L [I TTr�j LIJ LO _F4= UP a E CLOSET__ C LAUNDQ`( , 1 1H CV \\.✓✓ 3 CL \ \ I asa u�ue�ea �•�• wN _ ` 0 i -- Pcee+� ,N s 1�. - - - - - - - - _ _- --- - CV CL LIVIF.IC AREA PAQEL� ELECTR2C � � U 1375 5A FT- U [� I I LJz1 Li V J Feal ___ _- I I ` I oa r�• in\1 a 6, 2002 SQ T1IE 3 Lu TSIE MA 5TER -2 n-j WALL __--- -- 1:1 z S�CCT M � � � N N � j o q G1- Q CLCCT,;,>lCAL LCC- r--Qb m N Q N c SYMBOL DCSCRIPTZOQ H 4 li METER SOCKET W CL • PAWEL SOX CD 3 p[ CQ OD 4 � �2 � w O CEILYWCI F•AW W/ 0. O� O LIc�HT H = � 0 0 U Y � -2 a r"7 FLUORESCEWT LICIHT FzxTURE co N POOL RWREC QM BEDplOOM 11.ov CEILIWc1 LIclH-r -NR O 0 ilOV RECESSED LIClHT FIXTURE O v liOV E4VE LICIHT F71XTURE a,C o00 OPOPE" E cWaS / .0 liDV CHAWbILIER LICjHT SAWS FERS FIX fURE (v -,-_ WTTW TOPRAI _L I { , } - JJoV WALL LICHT �J CL 51WGLE POLE �. 8 B _............. ._............ - n s U �T THREE WAY �jU Q 1 E oUR WAY L. 1IEW 6E"l_4W W / SWITCA ^, aUTbaaR SWITCH Lj Cl liOV bUPLEX RECEPTACLE H (y N - = oV bUPLEX ECEPTA O 11 R CLE CROUWb F•A,ULT IWTERUPTED BCDQoOM �� 1 wP 116V bUPLEX RECEPTACLE W/ WEATHERPROOF= COVER / r floVFLOOR MOUWTED BATH �� BCD200M DUPLEX RECEPTACLE J 240V RECEPTACLE - ,--� TCLEPWOWE JACKS `©1 -� TELEVT5TOW U ACV Cn DOOR BELL PUSH BUTrOW J THERMOSTAT IJ � wP R��l ec SMOKE bETECTOR J `1 0. ® EXHAUST FAQ 17008 CHIME H ` ' 1 FIRE ALARM PAWEL o- COMPUTE=R POIWT LIJ —i 1J la.. rr,, II0 DATE=• .in\/ 46, 2002 r � 3 w 5T2A:[C-INT AT � o IQ -FHE- t)002 � C A�BSr,1CT °� `o m WAY Y TO THE ® El E kTTC�1C�, 0 Lookz�c-, 5#�G�T T WAZb THr-- 1 11,6y 1.lOOk 1E. =1 5A PIZOQT N � � � N N � avt D n CL O b } N N v CD Et � a w v � u 0 LIP] H � o Y � H CO cy h ❑ ❑ cv 0 I� v Lo U p cv Q h� CV ZTC IHT U LJ 46, 2002 Lw 1 L._ :-= ? LD DEAR N 1 1 3 Q � � 1 N N � ao n x U s F� 7ko- -T�5 .:-L - d N - :.-LEI Ur .. -JL- H - W LL v �o o H U m N h vU UUM Lo a ___- - -- - -- Q H �n v� o � � a LEFT H 4 Lo - Lo �_ _.------- --- I I - - H w Gil Q CL flo CD _T r :❑= �_ _LL_-_ - 1❑1 A WO iE: Cp � n N UNLESS RULEb OT14ERWI5E BY THE 50-EL EWCITWEER OR COW5i`RUCT"LOW PROFE5SIOWAL -MAT IS FAM"ELTAR N WITH T14E HISTORY OF-Mu 5PECIPIC CDW5TRUCT.EOW SITE, -ME UQbER5TCTWEb EWC,IWUER RECOMMUW05 3 a r -MAT"AT LEAST TU/0 (2) 25 PT. DEEP SOIL BORTOC15 BE PLRFORMEb AT THE COW52UCT'10W SITE POR THE -j i N N __ . -- - - ... � vv PURP05E OF E'VALUATTWC1 -ME BEEP SOIL CDWbI"fTOW SU AWb TD TWRE -RIAT THE SOIL bOE5 WOT / 43_a' COWTATW POCLET5 OF UW5VITABLE SOIL (I.E. ORCTAWTC SOIL, UWCOW5OLEbATEb CLAY, ETC.) THAT MAY I Q CAUSE FUTURE bE'l-R-THEWTAL STRUCTURAL 5ETfLEMEWT. / ' p„ .._.__..__._.._.-._� ..- - ... - - -- --- ---------.2p�-p' . ----- - --- -- __........... ... .----.----- - ----- --..__..�---- - 16'-p" - -— — - -- ----- Q >_ HOWEVER, 6 rF, bEEP SOIL BORIWCI5 5HOULb BE PURFDRMEb TO ESTABLISH TUL bEP-vw OF SOIL CD Q N LXCAVA_TOW AWb BAC67CLL. WUMBER Or BORTWCiS SHALL BE RECOMMEWbEb BY TIE SOIL EWC11WEER. LO3 PD LLJ - -- - IF WD bEEP 50-IL BORIWC, _IQVEST"TCiAT'EOW 15 PERFORMEb (I.E. 25 GT. bEUP 501L BORxWC15) T1&IEW TME UWbURS-ECiWEb EWCIIWEER A55UMES THE FOLLOW106: V d LL W - n - n T14U UWbU-RS'ECaWEb (I.E. EWC11WEER) "AS WO kWOWLEQCE OF AWY SUBSURFACE SOIL COWbIT EOW REPORT: THUS, ALL FOOTTWC15 ARE bESICjQEb AS SHALLOW F007.10CI5 BEAR:CWCt OW SOTL TtiIAT POSSESSES A I LA QA,Z MAX=IMUM BEAtRTWCI PRESSURE OF 2000 PSF, xF COW-I-RACTOR FDUWQ AWY QTS=ER:CWCI COWQT"f:COWS EITHER I � " —------ I 0 0 � d ul TWROUCIH SOIL_ REPORT OR 501L REMOVAL, THEW EWCTTWEER OR UWbEP_5TCjQEb SHALL BE WO"t'CFTED AWb n I I � tiy\ \� �-�....._ ..... � I I � W POSSIBLE P �W6 bE5TCiW REVT5TOW5 (T.E. MAT FDUWQATTOW OR PILE FOUWDA"SCOW) MAY HAVE TO BE _d o V I o I LOWCP-'p :CMPLEMEWTCb PRIOR TO COMMEvJCTQC-i W:CTH FOOTIWC-i5 WDRK. �' n o o I\ �l / --�' I T --. -- _..-- ----- --..-- ---- ._ _ ...... ...... _...__ -2 L � �1 9 rl CL v - --° — __. __ __ 1. _ I . _.... H b- v � d Rl �7 ------------_- w i I t�. Cv q 4" THICK LIBERMESH R 1NgRCED SLAB ON GRADE � L!1 -N T'O EE .PpURED (IN, COMPACTED PER SPEC'S, DAMP � I I � `•, I I PROOL'EL1 W/ 6 MIL 'THICK VAPOR F�AftFt.xER, CHEM:XCALLY TREATED FOR TERMITE CONTROL, � 0 ' I STRUCTURAL FILL. I I O H N I CV CL IQ HOUSE SLAB � 3615n Fr ) I CV CL 3 011 O I ° a� I ZD UJ ° I 4" Low(u `� I I O v 451. �r ....._.. 9 aAT � .ins/ 46, 2002 1 I I di (� A TOTAL AICA I I W H �- 2024 w v) cu I_ 43.-o J, �SH E E T CAD FILE NAME L0171 P DRAWING NO. DRAWN BY: APPROVED BY: _ APYftOV1 D BY: LJG Gouts . dbl1E . •. SHEET NO, DAM 9610�Brokp nakmfvr( scnie: AS NI]7FD 34, 9C32��7 gz/jL3j0Z UF �..iF, �"'w..,�..�.....e..,.-,rw...,�,a.�.... ....",., ._.....�,,.a= M:�• -__�_.- •^-x-^in3,'7nvmxrr aea�,a, law TABLE FOR SHEAR WALLS FRAMING ( A) TABLE FOR SHEAR WALLS FRAMING LA QAT - X10 �� (GROUND FLOOR) 0 I I! k�10E�rJQ.LL ►JOS ► I'' (SECOND FLOOR) I THE SHEAR WALLS TABLE WAS ESTABLISHE6 ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE .Q. � i I SCQ�CIJ �`"' NOTED IN THE TABLE: POOL RM/QCC QM eJ DIE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE �L, e (Ds A WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. ° NOTED IN THE TABLEr� r w� oaeise B GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 1/2" & 5/8" THICK BOARD A WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. �� -" - -- RESPECTIVELY. B GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 1/2" & 5/8" THICK BOAT C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2"Ox 10" LONG "J-BOLTS" (A307 STEEL) FOR EXTERIOR WALLS RESPECTIVELY OR 1--1/4" TYPE S OR W. #6 SCREWS FOR EITHER BOARD THICKNESS. OR 1/2"0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. r REQ'D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR " " I ;> 'p II I DESIGNATION SHEATHING DOUBLE SHEATHING�$ � ' � MSTC� BD2M ? I 1 TH NG NAIL SPACING ANCHOR SPACING REQ D. SINGLE OR SHEATHING TO STUDS °ALU '" DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING . aa.LusT�Rs f 7/16" OSB SINGLE 6" / 12" 60" O.C. WITH TOP (� T I (BLOCKED) RAIL A 7/16" OSB SINGLE 6" MOIR (BLOCKED) . / 12" 'I ® 7/16" OSB SINGLE 4" / 12" 60" O.C. -r (BLOCKED) 7/16- OSS SINGLE 4 / 12- (BLOCKED ) �... ...,- - . .. az © SINGLE _. �,,._. ._...�.. ,.....�.' 7 16" OSB 3 12 36 O.C. �k* - ..._ LOC / (B KED) ADDITIONAL NOTES: i _ •^.- �IC�Ic - A4fl . z."$ � P r , Ro �� Bo1.T As R [l1U1 E.A Tb AeHI�' � CI �, R LOCATIONS DUD as USE ( N ) MO�E:L NO tsT B 1 p oN" � II X " � �>r ctr i 1) FO TO FLOOR TENSION� � ' G � R r SA N + 6 (ONE) "5M5 P TIE. A 3G , FLOOR __.. .... 2) FOR LOCATIONS CLOUDED A5 (D. usE (TWO)moaE L No. LSTAB ,"SIMpsotJ', FLOOR TO FLOOR TENSION TIE LIVZ�C kITCHCI.I I ' . ADDITIONAL NOTES: w ..�._� .. 1) 0 BOLTED PERDETAILUB ON SHEET „� --- -- - •-- - ��-^, - - , INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE 3) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, WHERE WALLS ARE A CONTINUATION (r "' OF GROUND FLOOR WALLS, MAY BE BOLTED PER DETAIL "F" ON SHEET # 10 . _ _ a #`lo BCbQOOM I —I c I t p5 �- 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL 4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL- BE M o_DEL NO- C 5 20, "Sino p S o M" SPACED ON 32" D.C. 0 BOTTOM ANa (iLSo a e V t I E Z 0 TOP PER DETAIL "D" ON NEXT ISR BE BOLTED PER DETAIL "E" ON SHEET I� SHEE'T' WHERE SECOND FLOOR WALLS ARE SUPPORTED BY FLOOR GIRDERS AND ARE'Jj J A CONTINUATION �. y_ 0A_ OF FIRST FLOOR WALLS. EXTERIOR WALL OPENINGS MAY BE STRAPPED PER DETAIL K ON NEXT'+HF ' . �;�_, 3)S ROOF TRUSSES SA� ONHSHEEBE# (TRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON E� a . STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES (f 1 ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. J " H P'AW -�--» •• ?i 4)HAVE BTHE E NW REDUCED BY 18%' TO ACCOMODA LE. SHEAR VALUES OUTLINED Y SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS r� � ) � TE THE USE OF #2 SPF GRADE OF LUMBER FOR WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT ^y CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF ;; FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED �� � I ABOVE. LLP �w ,<� , .. 5) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED �, � ... --j' I�� + AT '(OP & BOTTOM AS SHOWN ON DETAIL "A' ON SHEET flo C 2)cl �T �. � �• J � �-• �......�_.__-.�...._......__._..�s". 1~-n�l�e�,r��� �'I.�)�Y •k�Y�a>>�s �-iY��� �'1'ra h Rwr A7 11 11�� W IIs LAULCA) ' 'A*0 " SHA•t0. 196 9rZjq-( E. per yw����..701 � ...Y I I iSCHEDULE A _.. .� ROOT TRUSSES STRAPPING SCHEDULE TO TOP PLATE ,,., OF BEARING WALLS (PRE--ENGINEERED FRAMING) PORCH - - ' — TRUSS i q./ � '1 �!dd""��f"� 7.??FYI! r�..""t��;�r.rl;�,'��RSt�.r; :. .. * "•:?��."�:a"�SfNra�'r ��n� ��ie� : .,.,x„�: .'iai _ �. , ; Na 0R UPt.(FT TRUSS TO TOP DESIGNATION * (Lbs) PLATE OR TO STUD TOP PLATES TO FOOTINGS ALL TRUSS ENDS -- 0-1455 F15 �51 M o o�i• CLIP 1 2"d J ,.1I � --- � 9• II° ° EXCEPT ONES GATOR OUTLJNED BELOW PI DOLTS SPACED ,�S SHOWN ON SHEET #4) 454- -741 ��� I-15 'I s,mf, f SON, W F. l j 1/2-0 GATOR 13OLTS SPACED A SHOWN ONSHEETS rr y (T)MTS 24 " S�mpsON~ (ONE) 1/2"A GATOR BOLT LOCATED MTHIN *16y - 2n0o 6” OF CEN7ERLINI OF TRUSS 8EAR1N ! — ERCI1 NAIL S WlC14) G FF[J_ 10A x IIIA N AI�s hl GT--L " 5I mf s o r)", t� , n Ho�49aWrl 1N /A JC Flwr S �,. � ��"°"" �r�b —__ _ 1/2,034 X36 Step, `t�vea�R ��OOL) CcP►�';mw"s ��, * = SEE TRUSS ENGINEERING BY ''r1Lpin1G'' �'(]'i: TRUSS DES1G?JA11OM. CO f c31's('Y�C• ?•�G�Q� tS� .. CD•G(1111 l -- = ar lays suoum PSA"` o f s t P "1"' 5ce r�C .".;.� „ •• p F �r1P ' 1016 L I I I I I I , 1 +r Jia 314T G ��tou.# GL..+,Q 1k;.e•.Q 91 off p sn4�d w:� +4',tt�f en Na'r touter w.2q.0 C. 0ae," ---(z»IZP_T slrJVx 0'r -c' r C su Simi so Nom. Fl.To FI. s tr•�► ..�. ' 1 X14"tap. ttya" 4s)l N1 x 4 LKI.r a s• SH WNvufm •C30�1b 400 �xfx �n8nb,�r+� &-T A: ° '_T, c�__ 1 lJ N ' space. tT4%' NAILS SHALL (�'5IvP-Tga7�. �`i � 9 B1,ac�11J(r, trw�y s� ►, ,, as - , LL La� 14 li;"tft . � ��� CAD FILE NAME: yQ c•.Q .� bo 1�. b, n F trvus A 'fir 1-14 V_ zx12s. DRAWING NO. DRAWN BY: APPROVED BY: j, A>7-c Qb I � ). ��vt+{��,� ,{•'G1�'� �, " � G�o.tl Ltve_fJ 6J IN* AP�ftov�D BY: 1 LJG Lo4is 9610 Rlml�tt Ou(,Q1Fvd. SHEET NO +f� SCAB AS NOTED la.,(F(32257���Z �aL ' 1 OF ad NAILS ROOF SHEATHING t 0 4" BOTTOM CHORD NAILS r OF TRUSSES \�4)-112d 7YP) (2)-12d NAILS „ „ Design Cr�e�ria j ( T OP CHORD * * = THE PLATE HEIGHT REPRESENTS THE VERTICAL SCHEDULE C *** I 1. LiveeLoads -- -- (4)--)_•_ ;_ TYPUNINTERRUPTED SPAN LENGTH OF TH STUD, RECOMMENDED STUD SIZES AND SPACING Roof...........20#Naq. Ft., Floor.........40#ISq. Ft. h(OOI• TRUSS ROOF TRUSSIF HORIZ. CONTINOUS BRACE CAPABL OF TRANSFERINGLATERAL LOADS TO SHEAR WALLS D© SEXIST, WALL PLATE HEIGHT STUD SIZE SPACING 2, win Loads 2x4 SCABS LAIpFLAT ® 24" O.C. 2)--12d NAILS THEN THE SCHEDULE SHOWN ABOVE OES NOT Three: Second Gust Wind Velocity Per FBC-•2001.........120 4 (MAX.) TVP) APPLY. $'-0" THRU 9'-1D" 2x4 16 M h, 1; Im ortantce Factor1A, Wind Ex osure "B", Cate o "II" Buildin x -- o" (MAx) 2x4 SCABS Lp ( p ) �] g ry g x AS SHOWN CEILING10'-0" THRU 14'-0" 2x6 16" COPi=(*)Or(-)0.18 ( Enclosed Building). XTYP. DIAPHRAGMBOTTOM CHORD INTERIOR SHEAR WALL x TOP PLATES INTERIOR SHEAR WALL 3, Components & Cladding Design Pressures **`` : x TOP PLATES 14'--1" THRU 18'--6" 2x8 16" Raaf(' nywhere)- -50,1 psf, *23.7 Psf PLAN VIEW ELEVATION VIEW „ ' �0" 2X8 12° Walls.,Zone"5" is within ft. of corners, Zane "4" is Anywhere Else --- -- CASE II - INTERIOR SHEARWALL To ROOF CONNECTION 19'-0" THRU 22 PRE ENGINEERED FRAMING (TRUSS FALLS ON ONE SIDE OF WALL) GENERAL STRUCTURAL NOTES' 2x10 12" Zone Effective Wind Area (sq. ft.) Pressure (N,T.s.> 4 10.0 25.9 -28.1 INTERIOR SHEAR WALL ad NAILS ROOF SHEATHING --T 4 20.0 24.7 -26.9 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 4 50.0 23.2 -25.4 TOP PLATES � 4 o.c. • (4)--12d NAILS (2)--12d NAILS REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF 4 .100.0 22.0 -24.2 „ " - 1/2"b GATOR BOLT 7�> (' ) CS2D, 5)NI SdN � K. "a CONSTRUCTION AND OCCUPANCY, ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE 5 10.0 25.9 -34.7 PER SHEET f�� - -- - - 2x4 SCABS LAID TOP CHORD WITH ALL APPLICABLE CODES AND REGULATIONS, 5 20.0 24.7 -32.4 JI 5 z4" (MAX) FLAT ® 24" O.C. 5 50.0 23.2 -29.3 �, (MAX.) GABLE TRUSS 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 5 100.0 22.0 -26.9 x __ �x TO COMMENCING WORK. •" .� „ .� BLOCKING 4)-12d NAILS *** plus and minuls signs indicate acting toward and away from the building _ TYP) CONTRACTOR SHALL SUPPLY LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, surfaces 9 - z) 12d NAILS (Tj2d NAILS �TYP) (( 3) C ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY SCHEDULE "D°' X F x. xx BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLO S FOR ALL LOAD BEARING WALLS x xx4 scAss HID CEILING BOTTOM CHORD 601TTOM CHORD FLAT � 24" O.C. DIAPHRAGM 4 THESE DOCUMENTS ARE TI PROPERTY OF .THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWIN S) x of TRUSSES INTERIOR SHEAR WALL (MAX.) 70P PLATES REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER, x PLAN VIEW ELEVATION VIEW OPENING WIDTH IN FEET x .• _ . . • UP TO 3'-1" THRU 6 --O" 5'- 1" THRU 10'-0" x a) ALL D TAILS AND SECTIONS SHOWN ON THE DRAWINGS .ARE INTENDED TO BE TYPICAL AND a _' r� �:4. CASE I - INTERIOR SHEARWALL TO ROOF CONNECTION SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK x ~ x ���� �`"-- PRE ENGINEERED FRAMING (WALL IS BETWEEN TWO TRUSSES) LINTEL * (3)•-2x$I's (3)w2x1 a's (�)-•zx12'g EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, tUPPORT GIRDER EXTERIOR WALL OPENINGS E (N.T.S�) 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WERE DESIGNED P�� USE TWO (2) S1TUD5 OF THE SAME SITE AS ESE OF THE WALL BEING CONSIDERED " FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING EXTERIOR WALL OPENINGS STRAPPING 0 TOP & BOTTOM EXCEPT AT � �. �� �°�`� ��� � � ���`"�``°� ('��"� * = TWO (2) PLATES WITIH A 1/2 PLYWOOD FILLER MAY BE USED INSTEAD OF GARAGE DOOR & OTHER LOCATIONS SHOWN . �; r.,�::�cr.�•cv�tr�.w n'au�x,>r,�s�M , ,rut �a , CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. n �w THE ;TFIRE ( ) PIATfEs MENTIONED ABOVE. STRAPPING 0 TOP & BOTTOM ON SHEET #9 OF THE DRAWINGS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND �* = STUDS HALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. t21M JOIST 0F( SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING ERECTION. ._. _....�..._ A. w ... �- c:l)Ns �l�Uc� IDN Nc�rr-: �/16"0vN '/1' p�Iwoo , �a x_ _ ROOF TRUSS NOT ROOF TRUSS- PREENGINEERED ROOF TRUSSES NAIL x ` . OR CLARITY \ .' _ VF�c 'acll taL �� ., of `Irts�e s11eF..r x SHOWN FOR I) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI ���� �� TOP PLATES r GATOR NUT S�>1,"�•1t EI'rI:) COMPRESSIVE: STRENGTH AT 28 DAYS, SLABS ON GRADE MAY BE CONSTRUCTED IN/2500 PSI CONCRETE. ��r ' x �� 3"x 3"x 1 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON x GATOR WASHER A\ STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 957. OF STANDARD PROCTOR MAXIMUM �/ DRY DF:NSPY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 It.) BELOW THE BOTTOM OF THE FOOTING. ;�.� �� �� 5 �, S1)Ap 5pN! S-rRA S = POSi,S"TRAPPING (`D._.I(?{ ' 1 HURRICANE STRAPPING PER 5 l3LAitING tv1A Ft.FZAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, r - •� • © 32" O.C, "3 = SCH. "A" ON SHEET #q I 'FOP PLATE �[ OF WALLS -. - WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING �.� ����• I I.•E:VFI_ SOILS, AFTER COMPACTION, SHOULD EXT-1101-r DENSITIES EQUAL TO 95% OF THE MODIFIED �� I �i� � _ - f'ROCTOR MAXIMUM DRY DENSITY (ASTM D1557) �i� •� G"x G„ C)F� A ,. 4) RE:INI=ORCING STEEL SHALL BF. ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, 1/2"0 GATOR BOLT 6U , I,Vi�ltzt�;`'< t�05T ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. ��' PER SHEET { � wd , 5ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE1/2"(a GATOR BOLT DRILL. 6" INIO (700CIRr,'16 LAP SPLICED A MIN, OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESSPER SHEET ��� OTEIERWISE NOTED. SPACE ® 32" 0„C. (MAX.) _ y.reW�1(" 1➢•� �� 6„ POST STRAPPING � „f.;l•c;) 1 'i��'. 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. FOOTINGS (TO MAIN RE:INFORCEMENT).....................3 inches GATOR COUF?LER .CENTERED SLAB ON GRADE....... ................•............................. ! CORNER DETAIL � STRAPFIN("' ("' 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'--0" AROUND CORNERS OR _ CORNER LIARS WITH 2'-0" LAP SHALL BE PROVIDED. �""�'7/I � �' TOP & BC7T•I'OM (N,T,S,) SHOE PLATE PES '��1'�fT�. t,d(ilL (N,T,S.) 8) CON'[RACI"OR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT _ T/lBt tD� S;Z�>�L`T , • .� ... ,-�. u _......_.__. REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE, PLASTIC TIPPED OR STAINLESS STEEL. _r SUPPORT BEAM OR b 9) ALL. REINFORCING DETAILS SHALL. CONFORM 1.0 MANUAL OF STANDARD PRACTICE FOR GIRDER PER SHEET �X`��RI�f1 �AI..L OPENINGS DEIAIL.ING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED I _ OTHERWISE ON T•I-IE STRUCTURAL DRAWINGS. �---"�" - f ---DETAIL STRAPPING @ TOP & BOTTOM 7/2% GATOR BOLT GATOR BOL-r SYSTEM 10) ALL CONCRE-PE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS � � (N,T.S.) PER SHEET /�� " FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE S IUD T(0 STUD STRAPPING FUR [3UILDINGS" ACI 301, GATOR couPLER INSTALLATION INSTRUCTIONS (N.T.S.) I 1) DETERMINE THE STARTING POINT AND MARK EITHER THE MASONRY I "� FORM BOARD BOLT LOCATIONS PRIOR, TO CONCRETE POUR 1 CONCRETE MASONRY UNITS SHALL BE ASTM C90-�75 HOLLOW LOAD-BEARING CONCRETE 1/2"0 GATOR 30LTS SPACED I 1/ "0 GATOR BOLTS SPACED IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY PER SHEET ADDITIdNAL STUD WALL PE SHEET ADDITIONAL I r_xPA),BT ti set=cE�:s x_AL� ON ,THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN, COV,-)RESSIVE STRENGTH EXP. BOLTS MAY BE NEEDED PER ! EX BOLTS MAY BE NEEDED PER 4 RODS CON Jo_CrJr _si.," x 1n° w:>•bt fO ARE USED. OF 2.000 PSI ( f ' rn = 1500 PSI ). SHEAR WALL TABLE ON SHEET #� �{ „ 5H AR WALL TABLE ON SHEET #61 I AT'CARacF EPDXY GROUT 4 CONC. SLAB W/6x6x1 O/1 O W.W.F. I I boon CORNER LOCATIONS S 0 - i S 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. STUD WALL - _ ) SHEET. HALL BE PER DETAIL L TI I _ _ _ I ',) I'IOF�IZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH I T1'-F�' C 6 in. LAP AT ALL SPLICES AND PLACED A•1' EVERY OTHER BLOCK COURSE, MAX. 16 in. U.C„ �I i� � ( � 'I �l•� 3) INSTALL COUPLERS, WASHERS 8c NUTS WHERE REQUIRED 6x6x10/10 W.W.F. I PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S .I III- MIL. V.B. OVER CLEAN, CONCRETE ( DOTING RECOMMENDATIONS. _ _ _ ELL COMPACTED TREATED FILL Vroq(�FRAMING 1 ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL � �- „ 4 RODS VERT. ON 48 O.C. & AT CORNERS. I ---- -=- _ DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. - 'F # u I P VERT, ROS SHALL BE HOOKED 6" INTO I _I!I --I I- �.' --I I iw L' ;D I�;� DETAIL YI� �I 2 ALL STRUCTURAL WOOD I�IEME3EI�S SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: f FOOTINGS@ BOTTOM AND 12;' INTO SLAB I III i,� y ' r(2)- #5 CONT. HOOKED I TURN DOWN SLAB DETAIL ® TOP. FOR HORIZ. REINFORCEMENT, USE I &; TIED AT CORNERS SAWN L U1,aP R LAM. VENEER LUMBER � I j - 9 a, HORIZ, JOINT REINFORCEMENT MIN. 18 I © GARAGE _�I11 �I_--- !•=III-- I �..._._..._... I b 1120 PSI Fb = 2,600 PSI I' ON 16 O.C. (MAX.) f�v == 90 4751 Fv = 285 PSI Fc1 = 565 PSI E 1,900,000 PSI ={� W 48" (MAX.) OR I,.^^'�•:' •: i,• I-�- 20 �- TI I i� Fc = 1,455 PSI CONSULT ENGINEER `N '. s, ! !, , E = 1,600,000 PSI TURN DOWN SLAB DETAIL I BLOCKING OUTRIGGERS 3) ROOF= & WALT_ SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, 2O"(W)x 1O"(II) CONCRETE FOOTING ( BETURRI OUTRIGGERS REINFORCED W/(.2)-/�5 RODS CONT. 2X4 BLOCKING C�➢ SHEATHING JOINT 2x4 OUTj�IGCSEf� HURRICANE CLIP H-•2,5 SPAN RATED AS SHOWN ON THE DRAWINGS, I EXCEPT GARAGE i 4" FROM GABLE END CSD 48" O.C. - /� CONT. 2x4 SCAB FROM TOP TO U-HANGER ' OR EQIUAL 0 48" O,C. BOTTOM CHORD TO SERVE AS NAILER 4) ALL Wa00 MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOUNDATION DETAIL. _--.. -�-- �'-- --- --- ---• ---- •� - 7i1�" STRUCTURAL ROOF SHEATHING ': � 2x:4 BARGE RAFTER CONT. FOR X-BRACING ® 8' O.C. i i PROVIDE CLIP Fc:,lt 400 Ib5 OR SOIL SHALL BE PRESSURE-TREATED. - -- 6x6x1 O/10 W,W.F. K "�-. _ BOTTOM CHORD OF COMMON 0 LATERAL SHLAR Yti SHINGLE STRIP TRUSSES m 24" O.C. 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH ea ers '''' I "FASCIA 130_11(0 CF°ort() 0 Pr APPLICATION, FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM Headers per sheetoi roof per sheet ` ` �, .." ^• .° � I 12d NAILS O a" a.c. « °«« E�DTtaVZS r truss Q. • . ': __I ,, I ..2x4 X-BRACING A-153--80, �.. a - :�;a �. „ _ ® 8' 0 O.C; TOP CHORD OF GABLE END (3) 12d NAILS Rs,Sn•�Euca', ) !'•- (2)- 5 RODS CONT. I I I TRUSS DROP 3-1/2" « Doq�1 f~ To 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C, SPECIFICATIONS. WAP ' ,! ,I „ I d N ltd t. s FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED To ASTM A-153-80. `' .; � �L) *-� I 2'_0" �- 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. 2x4 SCAB CONT. TOP TO { MAX, BOTTOM CHORD ® $ ft. I I OPENING 20 go. 24" long INTERIOR STEP DOWN DETAIL FROM GABLE •. `'•;) twisted strap. 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF f�2 i c IS, INSTEAD OF SYP #2. uos CONT„ 2x4 SCAB FROM TOP TO 2x4 BLOCKING t�➢ OEs" O.C. GAT R BOLT SOLE PLATE SHALL BE BOTrfOM CHORD ® X--BRACING '°« GABLE END TRUSS AI�lI.) [I;, ANCHORED TO SLAB W/ 2x4 SCAB IF VERT ( I I VERTCIAL F HIGDE IHER THANONAL g48'r COMMON TRUSS ts• 2x4 ST DS 1/2"0 GATOR BOLTS SPACED WEB IS NOT PRESENT L I- I TO--F(0RM- AN "` __ _ _ .�.. h W1�2 SLATERAL„ CONT. 2x x YP. ' SCHEDULE "B" --- MISCELLANEOUS FASTENING SCHEDULE _ 16 _ _�a� - PEE--SHEET�---ADDFTIONAL - BRACE 0 -o.C. 0GATOR BOLT - EXP. BOLTS MAY BE NEEDED PER (3) 12d NAILS (TYP)/ ( I BIOTTOM CHORD OF (S0 ETRIC Vit. IN GONNEC"rION� FASTENER NUMBER OR SPACING I 6x6x1D/10 W.W,F. 51IEAR WALL TABLE ON SHEET #� AT X--BRACING % ' GABLE END TRUSS (3) 12d NAILS SHOWING LATERAL Bkr, ' TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 1.T T1It'S1Mpsora", GABLE END " PEA'PE TOE NAIL 8d COMMON 4 HOLDDOM - �. �-r (2)►-2x4 TOP PLATE I, STUD TO SOLE _ r4 ) _, _ _ _.. ._ _ -PLATFORM NIT&)E�A4,11i DOUBLE STUDS, FACE NAIL 10d COMMON 244 O.C. _ NOTE: CONT. 2x4x82 SYP » 2x4 STUDS 1E3" O.C. LATERAL BRACE O.C. J( �[ U'�A DOUBLE TOP PLATES FACE NAIL 10d COMMON 16" O.C. 1,54A SpN T.. I�.: 1 . • .` UNBRACED LENGTH OF K BRACING MAY 'L4 HOLbDO x ip . I ' • ' ;' �a III~ NOT EXCEED 10 ft.. IF LENGTH DOES 2x4 BLOCKING CSD 48° Q.C. _ TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d 0R 3-10d COMMON .11 '- �' • ; ` ( ) # EXCEED 10 ft., ADDITIONAL SCAB IS REQ'D, BETWEEN GABLE & FIRST TRUSS MISCELLANEOUS DETAILS CONTINUOUS HEADER, TWO PIECES 16d COMMON 16 O.C. ALONG EA, EDGE CONCRETE SLAB ') - 5 RODS CONT. CLIP ® 48" O.C., CLIP MUST car�lcRErE I 20„ I PROVIDE A MIN, 400 Lbs OF. SHEAR. PLYWOOD & PARTICLEBOARD SHkATHING: SLA° r- - - --1 Roos --7/1s"oR GREATER �----- 8d COMMON 6" o.c. EDGES & �' �;;••, �;;� ., . y.. :} .., .r.: PLATFORM FRAMING H E7F<A,• 8" o,C, INTERMEDIATE t•= f INT RIOR THICKEN SLAB DETAIL 8d COMMON 6" O,G. EDGES & GABLE END DRAWN BY: APPROVED BY: WALL 7/16" OR GREATERDetail "B",.. Jamb strapping (N.T,S,) APPROVED BY: L,JG L0 SGA IBL P.E. •C . 12" O.C. INTERMEDIATE @ to &. Bott. - PP 9 Detail "C", Jamb s'traPPin9, MISC. FOUNDATION DETAILS G APPR 9610 Broken Oak Blvd. ��� ` T Na FLOOR - 3/4 T&G PLYWOOD 8d COMMON 6 O.C. EDGES & P c1 top 8c .Bott, Jacksonville, � O� 5>;. UNi (1(� WFl1,L "1 F1 aL�5 12" O.C. INTERMEDIATE _ __ (N,T,S,) < __ .•,- •„�.....w .. .�...w.W.•-......., e,F Z _ w # c�F►t IM A S room _ 'll FloridaI©ride 3Z " d F s FI r✓ T , #C1 ' ((nl T e"L • � BY V[�D 9liiG! 110>< 1.J/4' NININUH N�Dt'�NT � • . 11 3/16'PFH TAKONS VIA U63' 11/2'1NK INDEDNENi (,1 YP) I WIS SIKH IE 091 KY Ai lDGi1IX PRDiCC1E1 0 A G4!>Pi 01 IN GQ K (P)PSR 1111) ix � . Out I I DIM,%1 ss wig�r�I mw�•wlli "N AS V1CRf m �DE ADW Will i0 Am,Valu YftwiDi ,Iso' o Kil 60j, 1810113INl iii lit � . r . MATERIALS LIST CiI ' J IRA iQ 0fSfklPilm, FMI�Mlf{pLR eis L! '�a', 1't1DD-HEAD•Id1IB EY-l2 �+ �H IL To K MID 0 IpIPRESS1. VEAURSIRIP W - EV-0 , a V F1901HR 41) , , 8111/16' INTERIOR79 5/16' ;• lip EV-05 SIM MAX EXT(:RUR 6 11m, Nit. 6 W112-2) d#N • 1 r'ar�-� Tr � Ft' Bt,i1w CHAHHEI ' g Is: ,,. , VJLVK EV-W 11 Evil EVA 'Hf 1 7 ' UO7D Hlhf,E SiNE EVA / 'Y /W x 19 Y9 MIL l aK no 2 �'lf i 1 EV-89 ® EV- lin MEW � ' ' O V4'x4 I 'Hi 111E B 14' N)SCREYS PER ItlNGE 1 � FldV SCREVS PER KU 125'• GDDE a�cn�aw ernr�rn'w ' �������r B IIO.z 3M'FJIVS, )SCREVS PER HDIf� N L -- 9 I FIIUS Ai EACH SiRllI PUiE • . •r+a�t� � • ll)l7,SEi ' WlKSE1➢RAAk6 YOl E4pc . MADE cauiirKAI 2 BY VOID u UtHi i;r CC Ca�lr �Ait s _..... cY1H I�I1,iil ml<.47 A P 4 rte[ •n•� Lu 110•x I Vill NININUN ENBIKK OR .. — - �� �.•MlK DOOR .T` , n 13/11162`'NPKFH ETNA�ENVI1TNY OTHER CONFICURATIdNS �( � WING eJ PER IAE NII{ G��MD��RI :�N�RY SYSTEMS /"1 3s1a���1�0'T 1��.. �a�W� .•rx . ,... Milo C .-MAX 2•a" r MAX „� r wx NA r Ma; wu r, 1V41a" MyyX I•WAX ,. mX (M!X ,1, • INTERIOR .. . NOW•--1 1 IN,MAX Ci'MAx _ MAX ar tn•MAx Q 'ux t3 MAY• t4��• LT M+X7S 314, Mwx a/ ]i�• tl 1/u• _ , wx a 17 MAX! ;� 1 !0 4 9 • � SMIN�74A% p•MAY MILA . 04 r or 13. MJ1X r ..• it!K•M•x :.• '•• _ ::• ., •,�t:';.•.t.•. c•Mq( .•MAX �•: .J� .i,i'3i��°�+t,•. .M.,;��s 1•..,r._r s. r MAx Lw tilux . .• ,•MAt i L . .iJr • ~i:S i'::y., . "1t M•1t „ rMA% A'//!fi•1•MA{ .19♦-MAX mx MAY MAX ,.No tw pt'M411 .•MAf .•wt '" SSE GLAZING CCTA0. J'11A1f r Kix ,A, Y MAx .- .ALJ •' p. r rAt roiM.X o � X�i 1 w.• X1ER[lJR 1 l.. is w MAX ' Val i, M.x SECS-ION A—A 11. C"'x INSWING OTHER CONFIGURATIONS N"iGLAZING neratL r� r�, sown C L MAx r MAx r MAx ( , r l"LJ �., L� �n• ce 3/4' p L I is MAX arr aruoe uTEif CALK I I I "A" WERM A" Lam. ' ✓`.'. •••• L•MAY �• 'S .ta. I S•• ! ef. 4. r w"x wax IJ•f.%VaJ Amwy4mTme r mx r Nor MAX Ef I N ;xc a.:..,.. I (HTOTM � Mzrx•nua, 4•MA; r"AUXAPr lM7r raRrlL,�r: a:e.._r WA�AsCOAKywOVAIN : WS •MAx •M� aNes►xl 7q C�fFfRStlf 31— 1�`� GLASS$ITEr ' 'i corrwr " a 4 r�ruwaca«caur�,, a dz SHEEF:S r .f Y �+ r ACCa9+rxNCElp�i-o--.- `_�!s Ur rMAU 4. °nm°" L 1-1020-E;W-I F I cow w1C[off= SET Z c 1 i i eco Product Rags Effective: March 39 2002 g a M•JYL4 •IYy ^q],eek w\\Y J Z a a MY.ull Z.i Tyar rM.l nnyy����{{yyyp���*�/�•r�1 p •9.•e1$.. Y.♦ W y1Ctl ~111• + nHi •f_lfl�.ld-Y 11411 LlTI��. C M40/50--SH +30 -35 53x78 p Standard single hung +3D -35 36x96 � � � 1A ,. _ a{ Z M40HP/50flP SH 05! •-` •- `� -I +50 -66 53x63 � � � s U crI 'rs High perforTnitnce Single hung +S0 -5S 53x767/4 8 +35 -35 � IWO- 'R 53x96 I � _ 1 v A ZP Tw—SH +501 -SO . '' "` ru- .l1$ Tilt sash single hung +35• -35 53x78 3. 53x96 TS-SH ry sa •• 1..71St MAL +50 -SO N a .�.�xl r�.> Tilt thermal break single hung 53x96 ac ay a"" cc fir n; ac ar cc AI: x as t c fic rC c 1c az cY fit nc ac Jc ry fie iRI0UTA11r•y1gTN -1NCHC3 TRIOUTARY 1110TH - EMPIES TRIdUTAAr 1110TH IMOC3 TRInITARr 11IOTN INC)KS TRId17T.NY 111tlTH D4dIC0 Z MP SH 0 l�—51'! AMC)WRS $ 4 p +70 -•70 rwL AAtitl,aR c «,4,.,,,,�A. � • Impact singly hung 53x78 ""�"�•'•,••r• ,. . ° e T T r• a•- {Jr ��. RW HP +35 -35 11uu 'tlK 4 M s High performance horizontal slider 127x61 m PRtnakr y, T RW 7CHP P NNW. oil it 30-410- am a 5" �� x i +55 -55 74x51 ! 8 H". Extra high perfarinanco.horizontal slider +45 -45 112x63 tl s AU/3/4/5 SOD +35 354Q6$petrels w1 �^ c ��' I� 'U � Standard sliding glass door +30 -30 SOSO panels Z Sill TRIBUTARY VVIOTH . wl +w2 , t 2_ lkl2/3/4/5 1117 SOD +45 -45 40$0 paIrC151 , IL a Ca1TAL yulrlrl High perfonrlance sUding glass door -a Ml •rte{ a 2-1/2"$111 r ac ar' 46 cc cc x as W aC cc firs 79 24 35 As rt 66 /c- I 6M, ac as 49 cC 69 pn0a,�t TR OUTAKY 1110TH • QtIHf3 IR100TARY 1110TH • T71011C0 TRIOUTARY VMjPO • INCHES FRIIUTARr Ital" - D X3 'r �' M2J3/4/5)W SOD +55 -;55 t• F-xtM'h19h perf0r wQ*sliding glass door 508U Panels, q 1 2-1/2"Sill ! MAW OK 5'wide panels not available in M3&5 Pt0U7'CT xoTF, EN )11MV%A ARWO " MULLIONS RATED IN THESE CHARTS MAY 13E ORIENTED ►us'�"PE`/ irss7 VERTICALLY OR HORIZONTALLY. 94*11, ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER �• 1)UU)gN SPAAR LOCATIONS AT HEAD, SILL OR JAMS ENDS. a 2ICAL-KI.ILLK?IK•,,,�i;_MENN FOR ANCHORS DESCRIPTION SEE SHEETS 3 & 4. �02.wd ahNt tlN 4 Revis-.d:04/04/02 cA1A K ICNR+O w. _. 019 VIHDOI/FIl1 VUt➢OV iWO T TRNNNG pR SCREI/11111ALATIDII Al+GlOR L 11000 xUCK NIGHOR CONCRTETC 0R IUIONRY ^ �- 1' FIIK fHIEG1CNY VIDTFI 111 A�)ICRS 3/16• DIA.CONCREiC OPC)IIIHG{Y gIM&gS cola CYC OR HASONRY - ANCHOR 1 1/4•I4AX CAULK 1EMIIID VINO if rill SCREW ANCHOR 1-I/p•HOl CIBC➢MENT OPCNU4 IT OTHCRS LKT`LRIOR SPACC. {Y ATrtCIts CAULK{ETVEER VOOD RUCK AY_ tr qr krsirilAllryr�u+uWR uu� cAn tCA.lt+n RMnT r x TWO I7 rRAHlrw Sf1YAT1DN4 R►LISnNRr 111'C/iiNR IT OTit[RS AS RLO'0. TVO 911 V11D0 !) 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