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PFPZ-F_NGINEEiieEP RO SYR DOUBLE STUDS ID EACH END US t
(6)1-1/4"GALV.ROOFNG PIERPINPICULAR HOLD-00" PT*2 6YF 4x4 POST OUTLOOK TO TOP 12. ROOF SHEATHING
NAILS �p EAC44 SWINGLE TO L/ TRUSS OR RAFTER TO TRUSSES 10 24" OF SHEAR WALL-S EDGE IFIELP 1-5TORY -COLUMNS GREATER U65 5PI9 02 SYP QS SPI�#2 SFF 2x& 6550 Roosevelt 81vd,
1 11 - - 2-STORY THAN 02S THOSE 5UILT-UP COLUMN Q_O&x6 G45LE TOP CHORD Jacksonville, FL 32244
6HEATIN O/C W/(3)led
WALLS _�--15'LONGs NONE SUPPORTINa 2X L-BRAlCE ON GAaLE VERTICAL$ AS
NAILS AT EACH eW ro a REQ'IDI; WALLS <O' LONGi STRAP ENGINEERED WOOD
TRUSS - UN.O. HEADER K_ Y $ERVE - (2)6PI-14/6/6 LLV 1/2"o x SPECIFIED BY TRUSS MANUR(MIN.2x4,12 Tel 904,772-.6160
(2)0 2 STP TOP?_. FASTEEN W(2) AS 05L STUrPS AT THE! ENDS OF FRODUCTi USI1 PT`0"2 Fax 904.317-2835
ROWS led 12"Old(UN.O-)MIN.24"L 4-151,EM5150 F-PDXIEP SYP(oxC*POST. (UN.O. SPF W1&`O/c.13IX3"NAILS 10 MAX 24"0Az).
ALI- THREAD ssx.�ixl/all
7RUSS-TO-fe'CONNECTOR SEE 32"o/a 98 ON STRUCTURAL PLAN) r — — — — — — — — — — — -
W/(12)10d IN LAP, LLCOPOTIO RODS W/ WASHER WITHIN 3"OF GABLE TRUSS
TRUSS SCHEDULE FOR WASHER 0 4"oll: STUPS/SPW4/Cv/a. (2)`2 SPP 2x4 a EA.CORNER 91
CONNECTOR U-0.4x4 POST,(3)02 sfF 91)
a (IA4TT22 W1 5/0"o x 5-1/21, 2x4'S 0 CORNERS PiRECTI..r 2X NO CLIP F_NP OF LATERAL 15RACE TO GABLE
SFH4/9)/a 19 32"olr- STUDS SWI 3 (3)cslro POST TO 6LA5 CONNEC I TF T 50TTOM CHORD WITH(2)H5 CLIPS,
RAFTEF2,70tr QQNNEC7QRS STUDS PER PLAN EMBED EPDXIED ALL 1ION IBENEAT4 BEAM WHEEN&xCv IS A R INT 0 GAD E
OR THREAD. WITH AeU44 OR ABU649 W1 INWA MIN�a' 4 AT W
LENGTH CONNECTOR RODS W/311X311XI/al, aA5LZ BOTTOM CHORD TO TOP F2 W M$TAIS
(12)19�d 4i 1/2`0x4 1/41,EMBED DJACENT TRU6 UJ/(3,1
WASHER a tp"o/c (2)5PH41rv16 W/1/2110 x 4-1 HTT16 4 5/a"0xS-1/2 I.INX3111 STRAP W1(1)lod/END 0 46"010 OR.13lx3l' TOE
0-7' (1)H5,HS,HIC,29 MT512 $W2 /4" 2)CV& t;f1C`XieP ALL THREAAP QEI EMBED EPDXIED
3 11 EMBED EPDXIED ALL "I
TRAP (I�HTTI(v 4 S/6110 x 5 1/21, < 4/12 FlITC alcla
THREAD W1 3x3xllar, 5 'S ALL THREAD a 01 5YP LEDGER FASTENED it NAILS TO TOP 2 IR 3"O/a-STAC<iFERED AS REalo, _J
(2)H5'S OR�45'6 OR EMBED EPDXIED ALL 11--_ X 4112 <1/1 74(o"A.P.A.OR TECO RATED SHEATH ING W1 ad NAI LS
EACH 2S TO Irb" W - 6,0/0
T-14' -- 15TRAPPING, F_ %44 WASHER THnAp. f:: 0/c STUDS W.13411 >IM PITC 4'ola <1
(1)WI& CR MT912 �O ALTERNATIVE As GUN NAILS 0 rFASTUO 2(V 0,C.ALONG ALL PANEL F-D65S ANrI all or-iw
CONNECTORS,CI-11-0, SHOLUN ON (TRUe0-TO-t_MPraER FlEt-0- MLOCK A" EPC420 (CONTiNW9 OHMATHINCa
1) 5/16" HAM?I-FANEL 15 FEWITTED AS SUBSTITUTION
14' S58 PLAN ABS ANDLQ W0000Tie FOR RATEp 0HEATWINcri ON EXTERIOR STRUCTURAL PLAN. CONN9CTCA spmrim To MIDPONT 019 dIASLI! scrTom awoRr.))
ROP6 ARE NOT f-,EQ'P I L , - - ili 5Y TRUSS ENGINEER�
WALLS ONLY IF NOTED ON THE STRUCTURAL PLAK N"
JACKS T AND SHORTER MA 4 1
USE (4)10r.1 IN LIEU Or AP,A OR TECO RATED 40 [INTERIOR 5EARINICS < 15EAM A50VE 4L
N,
TRU65-TO-le CONNECTION 2) OPENINGS IN SHEAR LUALL. SEGMENT$PERMITTED C I L]
L IF SHOWN ON THE FRAMING PLAN. REFER To DETAIL APA OR I.- DRA-cE AT 4VIO/C- IF FIRST OIJTLCOKZR 15 MORE
ONL FLOOR LOAID5. DOUNS J (3),I.SIXVI NAILS THROUGH iS
5HEATHING OVER SPF'6TUT;�S WAL�S SUPPORTING NLY r 2.4 SYP IATERA
S TO WOOD FRAME wl GALV,TIES 19 1. I PLAN FOR SIZE) ds"/12"0/0 ed LF'POER s CONS=T11 I B LS a EAcW i�TUP, EACH TRUSS 50TTOM CHORD. EXTEND (2)2x4'S 1P FIRST OUTLO R ONL
TUD WALLS WITH 5RICK ,,-_NEER FOOTING(OSE TYPICAL WALL eECTIOR) PER TABLE D/$TL 0 TIECO RATED t��:k52ULg(Egs i&p& RACE INTO THAN 32",FROM FA5SIA USE
ENEr iHEATHING w
QPTIQN� SECURE BRICK A :R ALL EXTERJOR WA" SHEATHING FOOTING(SEE FOUNDATION RV*0-11Cv_.2x�9-wAS)NAf 5RACE TO FOURTH INTERIOR TFtlSS.
02 SYP 50TTOM e W/(2)ROWS OF led 13)I`-ITT22 SPECIFIED FOR SWI MAY 5E 51.15STITUTEr>WITJ4 RVO 111-I;4I__2xa ui/(a�NAJL6*EACH STUW.
4"O/a HORIZONTAL 4.'0211o/a NAILS 0 l7ola,STAGGERED. 5HA"51! 7/16"APA RATED HPAHI;)22 W1(23)lrd NAILING- 4 61DES RV41I242-I"2_2xI2 uv(12)NAILS a EACH STUD, MSTAIS STRAP 0
VERTICAL SHEATHING WITH ad NAILS AT Coll TYR FOPIC
O.C.ATALL.PANEL EDGES AND 514EAR LUALLASSEL-I�BY P F05T 4 ALT. SOXED
T40 PLYWOOD - 08 OZ.114 FlIELP(TYP-UN.O.). DETAIL BEAM FRAMING OETAI COLUMN DETAIL TER TOE NAILS
3/4 SHEATHING PANELS SHOULD BE 5TI 1 L LE2-G—ER ETAIL
NAIL SHEATWN-S TO 50TTOM fE ro"19)"ola led NAIL$ 4 GLUE ORIENTED PERPINPICULAR TO _Q \ 5TI 5-No RRACING DETAIL
AND 5ANP 50AR10 PER REO'P W1 LIQUID RAIL OR EQUAL. FRAMING rlsmaeRs IF EXTERIOR 111=11-011 `11_� - Q( a]
SHEAR WALL EDGE NAILING. FINISH ISSTWCCO,0N.O. (2).131x3" NAIL.5/TOE-NAILS FROM 1/211 11-011
STRAP ACROSS JOINTS IN NAILER To HDR OR JACK6TUD,
E54ND 50ARP W/(t,"STA24 U5E 48"6TRAFIS 14.0.
SPECIFIED 40"STRAP$ TRUSS TOP CHORD
W/03)led NAILS/END
IF LOOR
NAIL SHEATHING TO TOP la- (NOT REC�'P WHEN USING WOOPOTIS ROP FROM Aj5ovE,
PER REQ'O SHEAR WALL r HEADER PEE HORIZONTAL 2x4 6PF 12
WOOO,TIE! ROPS) P_t�I R SECURED TO 151EAM VIA WTTI(v W/
r=PGe NAILING STRUCTURAL (4)10d 9 KING BLOCKJNCt 5TUN TRUSS
PLAN T r if STUD-TO-HEADER CONT 2x4(MAYDE OMITTED IF(1)M6TAIa 16 U6=> WOOP,TI5 ROD THROUGH "1-5,MIN,
1 1 0 BEAM SECURED VIA 110OPOTIM ROD 4
ATTAC44 2NI;)FLOOR STUDS To FLOOR TRI,15S OR I-JOSTS - EACH END AND FROM 5LOCK-TO BLOCK ACROSS EA TR�J6S) CENTERLINEOF BEAM LU/
-L UPPER FLOOR 57UDS 70 LOWER EACH PLY. WASHER 4 NUT. (1)HTTI& W1(19)Irvd (rlAy IBE ROTATED
ST FLOOR$TUPS OR r 0 : IDO* TO CONCEAL FLANGE)
eEAM W1 40" LENGTH (,45?R FLOOR STUD$OR LOWER FLOOR TRU5S-TO-fl! AN loci a (V110/0 FROM
FLOOR DEPTH fe 1611)OF Call APA OR TECO RATEI:>
r (2)0 2 6YP TOFe� BEAM WITH 40"LENGTH OF Cairo e-TO-STUP CONNECTOR SHEATHING W/(1)Roll)OF CONT.2x4 TO 2x4
$TRAPS v 32" O/C W1(11)10 STRAPF'INO SCHEDULE FOR SPACING ATTAr BLW<INa
,11 \ FA57EN W/(2)ROWS loc;1 0/ �4 FIN OF LUINPOLU ad NAILS 3"O.C.AT TOP
rVEND (CENTERED ON Fl,�OOR SPF STUDS 12"0/0 W/M'N�(12)led IN CENTERED ON FLOOR OYSTEM CONNECTOR(SHEET STU TO HPR / NAILER (INTO 1`21)AND BOTTOM HORIZONTAL 2x4 SFF V �S)
SYSTEM)OR U55 WOODITle LAP(UN.O,)MIN.24" LAP r\ QB WOOD,Tle ROPS 2 4'olr- ll (INTO HEADER),NO 51045 -eggT10 BLOCKING 5TUA TRUSS
F NAILER If REQUIRED W1 UPLIrTS UP
R005 0 io' OIC (4' 0/C: 0 2x4 02 V�r
aUANTITY/SIZE/GRADE/5PECIES
INTER�OR WALLS). CONTINUE AJGIA OR TECO RATED 6FF STUDS ALL JACK$TO HEADER; JACK AND KING STUDS,T TO I000"/TRU$& If!TR,165 ROOF SHEATHING
OF S7UP COI SHEATHING OVER SPIF STUDS M6TAI$WI(ro)!od IN QUANTITY PER CALLOU UPLIFTS EXCEED ]Coo-,
11, HEADER(&)led IN JAcK,
ON STRUCTURAL SHEET(51 OR
_UMN 6PFCIFjrATION
ON STRUCTURAL PLANL EACA TRUSS MUST BE
62)THROUGH FLOOR SYSTEM TO 02 STP PT 50TTOM fE wl$PH4/&/9 0 1/2'10 X 4-1/2" EMBEDMENT WEPCiff CONNECTED TO THE CONTINUOUS 2x4 S"*2 w/(3,,f STI WOOD 15EAM
32"olo OR LUOOD,Tf;s RODS 0 6'0/a, HEADER SEE $1 -r-r-r-
FOUNDATION AND ADD (1)Cairo ANCHORS 29 EPDXIED ALL el W002#11E E3EAM !2_0_NNE�;T10N ALTERNATIVES
THREADS 9 32`0/0 LLV 2x2xI/a" DOW WINDOW ENGINEERING SHEET, I-3Ix3'1 NAILS TO EAC;4 TRUSS 111�
- ----- ---- 7 VERTICAL. 4 0 _J
PER IDLY ACROSS FLOOR WASHERS OR WOODMis RODS 9 IOPTION TRUSS TOP CHORD 7`/----- ----- 1/2
SY57EM (OR WOOD,T16 RODS 4"Ox"I" EMIBED A.5.Lu/211411xl/all 4" FASTEN ADJACENT NAILS TO INTSWEPIATE >
CONT,70 FOUNDATION). 0/c,WCOP,Tio RODS 0 FASTEN ADJACENT KINGS KING$AND JACK$W1(2) 5LOCKING.APP(1)M$TAIa <
STRAP LLV(1)locVMRP *Iz-A.
LUASWER AT 5211o/c OR 1/2"0 WOOD-TI& INTERIOR,644FEARWALLS ADD AND JACKS W/(2)ROWS ROWS OF led 10 V,oz. HSEL/END VERTICAL
RODS 0 6'0/c W/SHOT PINS 9 24"o/a EITHER 24"olo SHOT FINS 23 lfpd OF led is a"O.C. WOOD,TIrz ROD ADJACENT OF'TRUSS SPLICE(CONT.2x4 MAYBE
OR Ir CASE WARDl NAILS a 10"o/a 9
old CASE HARPS4 Iatlolc� OMITTED IF(1)M$TAla IS USED (1)ROW OF led NAILS to 01 S"OZ,,STAGGERED AS
To KING STUD$EACH SIDE t #
9 FROM 5LO1:-,K-T0 eLOCK 4"C.C.sTAG3EFzZP, I SHOWK EA PLY.
OF OPENING > CV-011 ACR069 EA TRUSS) NAILS 12 611 O.C.
_7 + ALL JACKS TO BOT70M OFFNINCi5 GREATER THAN I/If2fl APA OR TECO RATED STA5GeREP,WITHIN 3/41,OF 1/4" OFF 4 or-2xrp.
F-i SHP416,19 PER JACK SHEATHIN5 w/&"Iallolr.6<1 NAILS CENTERLiNS OF 2x4
A'I
FINISH L gp'USE 1/2"0 OR_�/a`0 51_OCK A" PAN15L EPGES,
GRAPE 4 re x WIA x WIA=P ANCHORS AT 46"O.C.OR
114"0 TAFICONS AT 3;"OZ.
46' OR FiDERME$H 0
WATERPROOF I Al 11 <1
ALI-CONC;PFETS MINIMUM 11 1
STRENGTH ip 20 DAYS�, COTIN5(SEE SEE TIRU0 6CHEVULE FOR DOUBLE TOP fE OF WALL
2600 CQMPIR2$$fVr TRIJ55-TO-p- CONNECTORs --) q)
FOOTING TO BEAR ON UNPISTUR5EP $OIL L L TYP FOUNDATION TYPE(OTL A 4 B/$TI)
N071Ei MASCisiRY $7EMWALLMAY 5r: USED IN LIEU OF MONOLITHIC FOOTING. INSTALL HO LT$ r>ETAILS)
ANC R so
(IF USED)WITHIN 5" OF BEARING WALL P.NP5ANP WITHIN 6" OF POOR OPENINSS IN BEARING STUDS SHEAR WALL DRALUN �-Ee
WALLS, SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS. 1 1 F*2 sPFOR SYP 2x& 2"JI r5/511 C�4ECKED LAf=
1RA1211h"N -L M9JAL !�;Q_NNE_rTQ WQ20-1112 ANQ-HQRVQ SM15 5UILT-UP COLUMN
/' M RA =#26FF OR SIP 2X41 PLATE �IGTS. UP To 16'-1 !/all 3/16,
MULTI -STORY TYPICAL WAL ECTION BTI IYEICAL 0EINING FRAMING DETAIL QN.O. B CING OF: TRUSS PrEELS 5UILT-UPCOLUMN *2 SIFF OR 6YP2X5
L -S E D,4TE
9-011 (OVER I-L, TALL) AT SPEAR WALLS PLATE HGT5. UP To 12'-1 1/511 $29 FRAMING PLAN FOR NUMi5ER OF PL(B$. BUILT-UP COLUt-N
112 1 It I.&I FASTEN WALI. $HZATHING-TO-POST IW/MIN ad's 19 FL4Tr= �ICxTB. UP To 201'-111
1/2 z 1 112" O/C OR 3TP6UM-TC-PO5T W/MIN 50's a 4" O/C
OTIr Q,�FT.,
Q2LUM51
TRU55 EOTTOM CHORD MAY
BE BRACED WITH EITHER MULTI FL-5FLY POST CONNECTIONS
THE Ix4 METHOD OR THE (1)WOOP'TIS ROD ADJACENT To STUD POST IF PORCH BEAM is TOP PLATE MAY BE Ag�SFMJ�L IE!2"�k4=d,N F-10ST, ETC.
ROOF SHEATHING EITHER z
BLOCKING METHOD, r CONVENTIONAL LUMBER(2)<6,2xI0,2x12,ETC). (1)W0OO#TIr= ROD NOTCHED To ALLOW PcRcj4 1/2
SUPPORTED EDGE ADJACENT TO EACH SIDE OF POST IF PORCHBEAIM 19 51EAM To BE LET IN To
MET1400 15 APEOLIATE AND
NAILING PER PLAN DOES NOT DEPEND ON THE ENGINEERED LUMBER(LSL,LVL,PSI-,ETC�) WALL PROVIDED TWAT(1)
OVIERHAWO DIMENSION, 2x4 02 SPF POST 16 APPED
5E5 TRUSS ENGINEERING FOR MA)< ox,
LL
TO EACH SIDI! OF PORCW FOLLOWED AT A P
NO.2 STP 2x CONT.TO TRUSS 4 OA;$FACING OF 5RACIW,;j_$SE e5AM TO SUPPORT TOP 2. LOCATIONS WHERIE EXTERIOR WALL The WOOD'I'Tie,4n4-horing Rod System consist of'vertically oriented 1/211 diameter,A307 threaded steel rods
TOP PLATE W/,l.3lx31l - MATCH H.I.M. 'SI FOR ADDITIONAL TRU59 PORCH BEAM MAY 159 NOTCHED secured to thefoundation vitian embedment ofriot less than 4-1/4"into 2,500psi concrete with anedge
50TTOM CHORD OF: 7R.Z5 11 1/4" MAX EDGE NAIL INC BRACING INFORMATION. AROUND TOP PLATE PROVIDF-p IN Al:)PITICK(1)LUQQr>,Tlo RUNS BETWEEN To FARALLIEL TRUSSES] distance of2"(P when 2x6 framing is used)and secured wi
*$PACINCs of:
Up TO A V
ROD SHOULD t55 INSTALLED Y,or
eL__ $HEARWALL SHEATHING ROOF/FLOOR Othertwo-Padvpoxywith equal or higher allowable tension loads for the identical ox
2XI2) THE TOTAI. DEPTH OF THE BF th Shnp5on AT Acrylic-Tic two-part ep
TO EACH SIDE OF PORC44 part epoxy,
(EITHER&llolr.OR V'o/c�, 13-1/411 UNLESS NOTED 09 THE TRUSSES The rods,asingte,continuous rod orrod segmentscoupled t0g0thercuiminate directlyabove thetopplate
STRUCTURAL SHEET$1, BEAM AND (1)MSTA24
7
SHOULD 59 ATTACHED TO with aPx3`xl0gaorli811 thick steel washQrandnut where itsecurQs the plawsagainstvcrtical mov=11t.
SHEATH TRUSS CLOSEST To Ix4 SrP CONT BRACING (1)SIDI! OF EAC;H TOP te The nut should be tightened until tht washer shows the slightest example ofdeformation(about 25 ib*fl of
with the overlapping uppe most top pl,
INTERIOR WALL W/1/1&" A.P.A. w/1`2)led TO EA TRUSS, torque). At Qxte6or walls,one WOOD#Tie tod should be installed at each comer post-on the side of the post
TECO FP-47ED SHEATHING LU/e,:31 a 31- CENTERED ON T14E JOINT,
DO NOT SPLICE - OVERLAP 2X4 4F
ir
OZ,AT ALL EWC%ES AND 12" O.C. IN JOINTS MIN(2)TRUSSES me-and at not more than six feet on cen�r there after.Opening$
THE FIELD - 5LOCK ALL EDGES IIXOGER W/ greater than six fear in len
(MATCH NAIL PATTERN SPECIFIED VINYL. SOFFIT 901" d4),Ial walls, gth should have one WOOD*Tie rod placed at each side oftlie opening,At in=iQr
or,the ijide orthe post w
TO F-AC44 At WOOD*Tie rod should be installed at each cQrn�:rpost ith the
NAIL POST TO
FOR 647N'61 Av SW 5ELOW). SWI AND, PORCH HEACPSR INTF-ftECTING ov"'app'ng uPPw_1uost top Plate-w1d at not mOrt thau four feet on venter fh�eafter, Additiolially,1no A
SW2 WALLS ONLY. EDGE OF 2x NEED NOT BE 3/&"AFIA L 2x4 02 SYP TOP e LU/(1)ROW OF TRUSS other hold-down is present,a wOOD*ne rod should be placed at each end ofeach shear-wall seginent ifthe
5HTN'G wl 6" .13N.3"NAIL$ a 2" MEMBER- end ofthe�Vgment does not coincido with a cortler Or opening- For tWO-story walls,walls over I I'high,or /�71
FI.LJSW W1 EDGE Oil TOP e. FASTEN SOFFIT To 1� 0/0 rod SEE O/C. USE WHEN ta),I.Vx3w certain other applications when a single,vontinuo4s threaded rod can't be used,a couplet should be uscd to
2x FASCIA OR Ix4 NAILER wl(2)led 5TftCTURAJ_ 0
-111, si EA :& O/C STUD OR ad TO Ix4 SHEET$1 FOR BOTTOM NAILS illinm or 1110111*001"InA together to c,,aw,,conlno, ,,tb frorn top plate to foundation.Tho coliplor
MTL FASCIA THRU. 16 MAX NAILER 4 2x MINIMUM SIZL-. C44OF;M>5 ON EACH should be low-carbon steelwith a cross-wtional woacfnot less than,20 sqi3are inches,ideally 11/41,long x 5 Im4 rz E T
EL TO FRAMING,
SOFFIT TO�x 00 FASTEN CHAMIE FASCIA SEE PETAIL. A/a FOR STUD DIFFERENT TFPU65 OR 11116",Each rod shouldbe threadcd not less than 1/2,-into tile couplerand tile two rQtIsshould make contact at
FASCIA wl SIPINIG OR MASONARY VENEER w/ 00 HlrziaHTS ON LEDGER oracarthomiddIc oftlic coupluand be tightoncdso as toptcvcnt thomovcracatoftho Qoi,�plcrorcjtbcr
APPV'1:� NET CIA, Af-PvlP FASTENE"MAX a&fl o1c. '�ST O.H. 51ZE/51-A CING REOUIREMENTS, OPPOSITE TO threaded rod.
SHEARWA" (SHEATHING FASTENERS 10 SIDES OF BLOCKING, At extcdQr walls,APA OrTECO rated sheathing,or 5/16"Hardi-Panel should be applied to one sideofthe
CONNECTOR6 PER PLAN MAX 611 0/c. OV _ANG,0r;1AIL FOR WALL. wall,An additional towof8cinaUs(6d with Hardi-Panel)sEould be placed at6"o/c intothe top plate
EVJRQ4 rcLN'5 N-QTE; _QY8&4�6 2_2�Iro'NET TOENAILS 9 assembly in addition to any other nailingspecificd for securing the sheathing to the fi-ame.
-OVE&ANG P-EIA11 FOR SHEATH PORCH CLNG(S)wl STUD POST - IpIV 2x4 02 $"POST EACH At exterior wail applications where the rVOOD'71le Ancho�,Mg Rod,9 are used to a)resist roofuplifts,b)resist
QVER�IANrAa 10 ](211 NET 3/0"APA- R47EO SHEATHING 2x4 02 6" ;1 15LOCKING To overturning moment",C)resist lateral wind loading(perpeadiouiar to the wall),and d)distrib�Lte 8hear-wall
W/&"/12"0/a (oc;l OR ad NAILS, PER PLT OF PORCH BEAM FOR IBLOCI<Nci TOP PLATE loads(parallel to the wall),addiConal intermediate shear connectorsare required.The intermediate shear of
BLOCK ALL PANEL EDGES. CONVENTIONAL LUM5ER, 2pll,f 44 24"O/C. con"Cotors may be either I/,,,diameter X 41,/4"embedment threaded/epoxied rods or'/2"diameter X 4"
;6"POST PER PLY OF PORCH OF:EXTERIOR embedment Powers Fasteners Blue-Tip Wedge-Bolts,located at or near atid-points between WOOD*Tie
NOTE, BEAM FOR ENGINEEREP LUMBER, WALL. but inne,case more thaz4g`ftom any M0 anehorcombinadous;of 1/4"diamomrX 1%ll
EXTERIOR
LLIALL 2"embedment powcr-actuated fasteners,
THIS INTERIOR$HEAR WALL DETAIL 16 INTENDED FOR UOS N AREAS WHEI;, THE W00 embedmentTapCon anchors or.163"(or larger)diameter X IV
SHEAR WALL RUNS PARALLEL TO THE TRUSSES, THIS I$AN ALTERNATIVE TO located at ortlearthird-Points between WOOD"Tie A nchoring Podv,but in no case mom than 32"from any
CQNTINUINC ' two anchor combinations.
s -H5AR WALL FRAMINS A15OVE THE PLATE LINE 70 THE ROOF.PECK, Attach side Dfthe sboeplatejaintl any one oftLe four intenzediate shearconnectors outlined in the
f G N IF THE HOUSE 15 TIED DOWN USING fastmershould be loratedwithin 6,1 ofthejoint
ecclingpatagraph maybe used to securetheplate and prevanth0vizontal movement.The shoe-plate joint
T I FOECP BEAM TO -STU pte
EARWALL ER CONVENTIONAL STRAPPIN6%,REFER rN TRUSS 9�_LQGKING
,4LIERNATE INTERICER SP AMING 5TI TRUSS BR,4CING 4 OVERPANGALTERNATIVE's TO THE 61 STRUCTURAL.SHEET FOR
11.011 5TI The typicalmaximura allowable tension Load foreach unitis 3,67S#atinterior locations and 2,9434 at
1/4' NI-1-1 It I - it PORCH BEAM CONNECTION V_5T17 DETAIL exterior locations,when inslzll�d as dcsi�ntd, When a 311 edge distance is used w
1/2 a 1 -0 DETAILS, ith 2x6 fturning,the typical
L N_-� 1/2 z I .oll maximum allowable tension load for each unit maybe increasedto 3,499 atextenorocations.
zEREO ROC`�
-INr
_TER
-A'
R 1' 1
'SEE TERI�O HEATH
po� P�
Top
SPF STUD
AtLA5M 1,1:ll ATE
EX At-A R zP
L
ATHI 47===
'5P L
r to 1
/"�/2"'A
AT
0,
RI
Wl-4 L rC
oo P
5T;;�E
6,RR t --------------
THIS DOCUMENT 16 AN
STRUCTURAL GENERAL NOTES INSTRUt-IENT OF
ENGINFEER'e, 6ER\/ICE
FOR OT14ER6 FOR CON-
STOP LATH AND SEE 6TI FOR VERTICAL WALL CONNECTION. STRUCTION OF PROJECT
C012E STUCCO CORNE 4` CONC 61-45 W &XrOX10110 WWF A6, TITLED 5ELOW,
4" CONC. SLAB W1 OX6XI0110 WLLF STOP LATH AND INFORMATION 1:�ERIvEo
DING CQE:>r: (F5C) 14E 6TI FOR VERTICAL WALL IS OVER ra MIL VAPOR BARRIER OVER
2001 FLQRIC>A 5UIL,r I BEAD J11 BELOW
OVER ro MIL VAPOR 15ARRIER OVER 6LOPE 3/4" X 12" STUCCO CORNER -ONNECTION. FINISHED FLOO CLEAN, WELL COMPACTED, TREATED FILL FROM THIS lNiTRUMENT
145CE 1-Ila EAN, WE I AT GARAGE DOOR
11�1_31 NDS CI-E =Lt. COMPACTED, TREATED FILL EXP. JOINT BEAD I" BELOW 4" CONC 9LA5 U/ &X,&XI01I0 WJJF MAY BE USED CAN NOT BE USED FOR
VARIES. !_�,77= FIN16HED FLOOR-\ �OVFER& MIL VAPOR BARRIER OVER As BRICK LE CGS OTI4ER WORKS UNLES6
CLEAN, UJ LL COMPACTED, TREATED`FILL
III, SLOPE 6RA 4UT�40RIZEM> S'1' T14E
04 REeAR CONT, 0 HEAVER COUR,513
09NERAL =77_777 4" CONO SLAB W/ �PXOXIOIIO WUP Q 9 LZE 1I_ -_- (1) F_Nr_a1Nr=Ef;R LUITi40UT
OYER(2 MIL VAPOR BARRIER OVER DIMENSIONS ARe
E L INFRINGEMENT OF LEGAL
CLEAN,WELL COMPACTED, TREATED FILL M16L DISTANCES
A_Dea!!@r is void after two �ears from orteinal date of issue, unless Updated to acr
411
-eptable codes and practices at that time. I 6TORT DImENSIONS ARE
a Found between plans, MIN. r,>ISTAN
ft-Clo not scale, Uzo dimensions rrom tho architectural plan, Notir�j enQ1nL-_er imme<z0ateIV IF discrepancies ar TORY
77777 _7 I r CLEAN :;OMPACTE0
C-4,11 details fhall be in accordance with instructions from manufacturer or clesi!;2iner. SAND FILL 1 STORY LU/ 2 OR LESS COURsF-S,
2)04 CONT. 1-6ITORY
0 R TEMWALL SOLID OR USE 10"40" FTNC*
0_All temporar� sl�lorin!�3 shall Ive the rer
,ponsTblllt� of the contractor.
(2)#5 OR (3/*4 CONT.- 2-STORY MIL VAPOR BARRIER W/O BRICK
r I]= (TYP. VERTICAL REINFORCEMENT)i 04 VOWELS 2
'I 5TORY I I I
CORNERS 4 4Wo/d TWEREAFTER - aEND
ALL C)OWELS 0 TOP 4 BOTTOM,EM15Er�>
F UN92A11QLhz
(t)44 C< W 3
INIMUM &I' INTO, r-00TJNG AVI INTO SLAa
aROUT A" CEL-LS LLV REINFORCEMENT)
A-This deslGn ilas Jp0on in accordanno Luith pertirient stan(:;(ards, recommencleci dos;' -R 11-11
ign soll. paramotoro, and acc(��pt(od
ciesien proc&dures, an<:A 1.9 on thc�p kpta$t TnformatTc�n avallai:>10 at the time oF =;IMpIotTcr, Tho cic�sTgn is intonded �2 !_%MC2fR MAX. 5TEMWALL HEIGHT; (50 4
to minimize (:Wferertial movement resulting Prom the heaving or expansive soil or settling or swbswrFaca soils. it must be recognized WAQ 5RICK 721FI�2 �11 COURSES WALLS > (5) LA120-t E9zQ,_r1L4!%rZ17.
that FOund6tion components will wnder,80 movement. Any SwIzIsequeot owners shall be appraised of the soil condition and advised to W1 9WICK ZVI WIDE eINCt_UC>1KGs LEDGE)W1(3)04 COURSES HIGP REQUIRE W10 i5RICK 1(b`XV'W11(2�04 CONT,
TUF,Nr=E:) DOWN EDGE ADDITIONAL ANALYSIS 4 W1 BRICK 20NN' W/(3)04 OR(2)03 CONT.
maintain good practices in this Future with regard to surrace and subsurface drainage, Framing of partitions above floor slabs, "d wio IsRicie. I&,,wIDS W1(3,*4 OR(2--'S CONT.
Finish Luor�, above the floor slabs, etc, ) __��EARING 5T_F_f= �POWN W1 15RICK 2411 WIDE ONCLUDItrA LECCiP.)W1(4)d4 OR(3,05 REINFORCEMENT. W/0 15RICK W/(.SI`II4 on(2n CONT,
8,Design has been based on a noo-expisrislive soil with an allowable soil bearing capacit� or 24w p&r. Active EFPz 30 pCf (level backslope�. LU/EBRICK 24"xlOu W/(04 OR(3,*5 CONT,
C.54c;,�Plll adjacent to foundation wall's shall not be placed until the wallshave sufficient strengt4i and have been anchored to the floor TYPICAL FOUNDATION DET,41L I TYFIC;4L FOUNDATION DETAIL
6�stcm above or adequatelV L-.,raced to prevent damaeo to the wall,
0. Refer to the Enelneer's report for all soil requirements For this site.
F-All roundatIon pacis shall be formed to proper dimensions as Indicated on the drawings and centered on column or Luall.
P,The location or foundation jo!as, steps and top of wd 11 elevations and connections are critica I to foundation performance, These Items 4" CONC SLAB W1 &XroX10110 WWF SEE STI FOR VERTICAL WALL CONNECTIONL
oult, this design ran not address proper Foundation OVER ro MIL VAPOR BARRIER OVER /2
are 6hown on the plans but ma� change during the actual construction, As a rer CLEAN, WELL COMPACTED, TERMITE I/ # MAX. 2 COURSE$
Configuration unless stated spariflr_all� on the drawings, TREATED FILL 4" CONC SLAB W/ &X6XIV1I0 U.UF 5 1/2" WIDE CONC. SILL TOPAT MAIN ABOVE SLAB LEVEL� SEE STI FOR VERTICAL
OVER & MIL VAPOR BARRIER OVER WALL CONNECTION,
CLEAN, WELL COMPACTED, TREATE FILL STOP LATI4 AND &LA5 LEVEL, TOP TO GARAGE FLOOR R#4 CONT. IN SOLID GROUTED
C0NCR9TF- :.7 ... " �� STUCCO CORNER VARIESt MAX 5 1/211 (HEIGHTS EXCEEDING Builders
77
VARIES 5EAD lu BELOW WIDTH REQ APOITIONAl. ANALYSIS) �-BLOCK COURSE
FINISHED FL
TYPir-AL 5LA15
A,Detall reinfcrCeirent 'in accordance W11th ACI 315_50 (Revised DetallAlng Manual, Minimm c-oncrets cover for reinforcement OOR� 4- CONC eLA5 W1 6xOx,10/10 WUP FirstSource
PVER 6 MIL VAPOR BARRIER OVER
�LEAN4`W LL COMPACTEI:)I, TREATED FILL
shall be as follows, TYP, VERT. OfJacksonville
1) Concrete Cast against earth 3" R BARRIER
2) Formed concrete exposed to earth or weather 1-1/2" SLOPE DesignCenterjnc.
---I I I ff-:l I I R
3� Interior slabs, walls 3/4" GRADE
. —I I I TYPICAL FOOTING SEE I/ST2 FOR
CLEAN COMPACTED
)*14 CONf 550 Roosevelt 131va
0-MInImum compre."sive design strength of concrete used For Foundations and slabs shall be 2b"pot 0 26 da�s. SAND FILL OIZEIREINFORCEMENT
Jacksonville, Florida
RelinforcfnQ steel sha H conform to ASTM A65, grade 40� I k��I I I REM I I I I I I
0.Loreltuciinal reinforcing !4 walls and footings shall k:�s continuous at Corners and intersections. MatchfnQ corner bari� shall be used, 32244
�11�nimum lap of reinforcing shall be 40 bar atamo�er6, but not less than 20".
FL All concrete operations, InclVdinQ but not limited to mix deslQn,mixing, transporting, plac^ln2, reinforcine detailing and placing, ovring, TYPICAL FOUNDATION
and testing sha]I be done in af
-Cordance with the requirements and application of ACI 301-64 (6-5), ".Specifications for Structwea I Concrete". 6TEf= DOWN IMERVONS AIREI Z_= Fax 'Z04311-2635
(D NON-LOAD 5EARING IN.DISTANCES I
TURNE-[:) DOWN EDGE
A-Framine lumber shall be as rollows or better. 2 FOUNDATION AT GAR4GE 0 U N�F_)A T_IO N 4 TGi,�4F_A G E
2 x Rafters/Mearne/Joiste, 112 5YP 11b% M�C.
I-Joists Prov[cled &� TrusJoist, or equivalent,
Engineered Seams Provided b� TrusJoist, or eciuivalcirt, 411 CONC 61-AS LU/ &x6Xl01Io UUF
Plate$ *2 6YP M.C. OVER 6, MIL VAPOR BARRIER OVER
CLEAN,WELL COMPACTED, TERMITE
Studs 02 6FF 11�% M.C. - T�pical - Unless Noted Otherwise TREATEO FILL HEADER BLOCK OR OVERLAP 6LA5 RECE55 61-AB 3/4" FOR
Stud Grade SFF IS% M.C. (2x4 up to V-1 I/V', one 6tor� residence onl� except partfall� enclosed structures) FORMED 4 CAST 0 THRE$WOLD
15-411 ralls shall bt� tVpe 'Common' unless noted otherwise, option* to using common nalls are as follows; STEP POWN 1/2 DEPTH a STUr_> A� 1 1/411 (PROM
Gun Nails 7WI/ 1 1 RECESS SLAB 3/411 FOR $GO OUTSIDE FACE OF BLOCK)
66-0-0$13"4 114" 5crew/Glue 5hank Gun Nails (provided that the o/c spacin!E� is reduced b� 1/3, I.E.: ad v 6"112"olr. becomes VARIES
DIBIBS`X2 1/4" Q 4"/V'o/c,) 4" CONC SLAB W1&X�,X!0/10 U)F
OVER 6, MIL VAPOR BARRIER OVER TYP.SJ_A5
C_U�Wre not otherwise shown on plans, all nailing or screwing shall be as indicated in the Current Florlola Building Code, ASCIE 1�ea TYP. SLAB CLEAK�JLULI_ COMPACTED,TREATED FILL
and/or ISIB"I ND6
LEI
referenced above, All she4thin�3 must be railed or screwed 4 adhesives SHALL NOT be used in place of tiailing.
EI EFE LU
0-Metal Conner-tore, to be provided b� SIMPSON. Alternate connectors wl equivalent or higher allowable loads ma� be used in lieu of CLEAN COMPACTIF-P
SEE 1/6T2 Y ICAL FOOTING
YPICAL FOOTING 11-
I I R-M I E�E SEE I/ST2 FOR
(2)04 CONT� - I-STORY SAND FILL SIZE/REINFORCEMEN
FOR 51ZE1
... I I
F-All exterior walls to be sheathed with m!rL 1/160 O.S.e. with ad v 60 o.c along panel aeless, 12" o.c. in field (6" with parttaliv enclosed IE-E, .,
e2n OR (.3)'14 CONT. FOR
tructures), except as noted on Structural plan. Z-=--
P fl, 7.
2-STORY
F-Enialneerecl componsts (trusses, ll-�oist, etc.) shall be installed per manufacturers directtos. 5TORYT L
Cs,,411 permanent bracing of trusses with continuous lateral brace� shall be dlagonallV braced per H15-V sp4ced not more than 16 feet o.c. and, TYPICAL FOUNDATION
not more than 4' rrom and or continuous lateral brace. 201 .
12 15TOR16 V-1 I I IE�E
I RA I I V M
STEEL INT ERIOR 5EARING
A,Det,all, fabricate, and erect steel accordfra to A15C STEr""11WALL STEf= DOLUN FOUND. AT 5.G.D.
.�epeciflcatlon for tine Desl<ar, FaL-:Iricition, and Erection of structural Steel euildines", lath edition. FOUND, AT
&etrwctural &teel.shall bes (:� -1
Except as below A5TM A3ro Z
Pipe A6TM A53, T�ps 5 or 5,Gr, 5 411 CONC 5LA5 W1 &x&xIo1Io WwF
Tube A5TM A500 MARBLE SILL OVER (P MIL VAPOR BARRIER OVER HOLD WDR. 5LK.
C,All bolts sha 11 be A301 unless noted otherwise. CLEAN, WELL COMPACTED, TERMITE TO CVT61DE
0.All Luelding shall be IoS a certified welder, TREATED FILL 11/211 _J
1511 MAY VARY TYP. 6LAD
M (6EF_ FOUNDATION TIL5 HAND TOOL ALL CONTROL JOINT
PLAN) TOOL P DEEP WHILE CONCRETE 4" CONIC 5LA5 W/ &X(vX10110 WWF
Masonr� shall be laid up using t�ps $ mortar onIV. IS LUOR;I<AfBL2 OVER MIL, VAPOR EaAMER OVER
CLEAN, WlfLL COMPACTED, TRF_4TE0 FILL >
Ar� mason in Contact with earth shall begrowtecl full, Grout shall have a minimum compres,,�lvs streneth Of 3dXW pAr.
5-All concrete Tra sonr� operations, 6ha it la�s done 'in accordance with tine provisTc LL:
wns of tine latest appilcai:>11o, recommondatic>ns or the
ACI Marual OF Standard Practice.
C,Lap all vertical reinforcing a minimum or 20". -4- Efl I I 1,=:l I I
TYPICAL FOOTING - SEE I/5T2
Reinforcing w1re shall conform to ,45TM A52and ASTM A161 TYPE '304.
MProvi6e h6rizontal joint reinforcing at lb" o.c. vsrticall�,
TYPICAL FOUNDATICN,
__TI 1-1
e-
MIN,
SUNKEN SHOWER DETAIL CONTROL JOINT
4 FOUND. AT DOOR SILL 4 FOUND,. AT DOOR SILL
DRAWN e14M,RW
CHECKED LAP
STANDARD FOUNDATION DETAILS
SCALE NOTErD
DATE 1/17/02
P, AIR SPACE
FLASHING MJ$T PA65 THROUGH 1 (1)"4 x V-011 OVER TRUS6 DETAILS
5RICK VENEER a A LEVEL aELOW FA allxall CHA5E IN
"���CONC-BLOC< STEM
EXTEND FLASkIN6 j5ELoUi 6Hoa PLATE-
$LOPE ---------- WALL.
EXTERIOR WALL$ HAVE THE EXTERIOR
META LA GROUT SOLID GRADE
(P Y)F
Founda t1on Note.0 O�OR L
SHEATWING FLU6W LUIT14 THE FOUNDATION, I ITNG AROUND PIPE X
PULL ALL INTERIOR WALL DIt"IENSIONS
FROM OUTER EDGE SLAB. WEEP HOLE$ 4611 O/C .41 GROUT 50LIP
Woocl vertica I conetructl'on CLEAN COMPACTED AROUND PIPE
3/4" (NOt-1.) STUCCO OVER LATH 4 PAPER SAND FILL A-
a" MIN. DEEPEN
1. . . --I
1/4" GAP BETWEEN 514EATHING 4 CONCRETE FcotiNG 0 CHASE TYPICAL FOUNDATION TYPICAL FOOTING SEE 1/5T2
LOC,4TION AS REQIC> To FOR SIZE/REINFORCEMEN r fi� 2;6
< r up
X
betaila For cl,3rlt�. wood TI-1 I I
z PROVIDE PROPER
GRZ FOOTING DEPTI4.
�STUCCO STOP
�,Y
ic- f" or other 5tructura I LIGHT COAT MASONRY `PRF_6SiNG" TO FILL
C'm U -155
5LOC< VOIDS AND/OR WONEYCOt FILL VOID BErWM UTILITY CPASE UTILITY Gk45E
VENEER 4 FOUNDATION
ver WALL W/MORTAR OR
cal GROUT,FILL$01-0 FROM
F
FOOTING TO LNDERSIDE OF
acceptable 5ee 5TI For FLASHING PLAN F0
STUCCO DETAIL BRICK DETAIL
MONOLITHIC: F:OUNDATION DETAILS STEM WALL FOUNDATION DETAIL5 SHEET
THE5E DETAILS ARE, INTERCPANGEABLE WITP THE THESE DETAIL5 ARE INTERCHANGEABLE WITH THE
5TUCC0 ADDENDUM 5RICK ADDENDUM STEM WALL5 FOUNDATION DETAILS. M0NOL,ITkIC FOUNDATION DETAIL$
2
OF 6�41FETS
A
E-.
............. ------ ................ -- --- --------
MAP 0.,F
LOTS 1, 2, 3, 4 AND 5, BLOCK 56, AS 'SHOWN ON MAP OF' SEC77ON SEC770N "H" A TLANT760' BEACH, AS RECORDED IN PLAT
BOOK 18, PAGE J4 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERT7FIED FOR. R E HOME INVESTORS
_�7 j�;;7
HAN
0' RIGH T-OF-WA Y)
op ''219 �V6904 7 It 10 ITE 619'
r- 7'0 NE S. 904710f,llba. - S 90471001p 62. 1
A"
70.00,
"46q.,
44
CR U/v u/v/ UAII -r
(-JAI I -r �-q
1
LOT i
BLOCK St
LOT 6
BLOCK W X
Q� 3'
v- f
. .. ........
01, .50.00'
plo(lAlr 62.50*
N6r4?v'06pr 6�2.50 N69047100mIr 62.60* N69*41 N6r4 7100 Ir 62-60
LOT 6
BLOCK 57
LOT 5 LOT 4 LOT 7
BLOW 57 LOT i
BLOCK 67 BLOCK 57 LOT 2 BLOCK So
BLOCK 57
LOT t
BLOCK 51
�7p
TRI-STATE IAND SURVEYORS, INC.
8411 BA MEADOWS WAY SUITE 12, JACKSOWLLE, FLORIDA J2256 (904) 73t-;2J5
LEGEND
a CoNa am BEARINGS BA= ON_fl--W UNE AS SNOW.
ow cm THIS MAP DOES NO T RgLEC T OR DE TErRMJNE OM,*9;:-W�'R
(SLrr WIN CAP f LS 4144)
NOr VAUD WHOUT THE SIGNA 7URF AND YHF,ORIUVk�', ISED SEAL
_!7A
OF A FLORIDA LICEN50 SUR WYOR AND M.I�cAf.T.
/4z) NO TES- 0 CROW CVT 7741S SURVEY BASED UPON DEscRipnCW AS-FL;�MS4b,,,A'NO M THOU T
&R.L ftg"W NESIWIlaV LM *LE ANQIOR�:D --D RE ARCH.
911S MAP WAS COMPILIED OF DRAWAG F-ORM WO-,� 02-1565, 02-JJ65-1, BFNwr OF A 7ITLE RINDIFRIABSTRACT OF 77o SE
02-JJ65-2 EWT EASUAUVT
2) 7741S IS A WAP ONLY AND DOES NOT CON577TUTE A BOUNDARY SURVEY, FOR RIW M45H T-OF-WA Y LARRY a rpDr, P.Ls. Ma. 4144
BOUNDARY INFORMARON SEE SURVEYBY 7RI-STATE7 LAND SURVEYOR, INC., W0. COV 00MM AMA SCALE. 1`-20' ;GL ENN BRL ,kST,�ZEr, PIS.M. NO. 58N
02-3365, DATED 7-01-02. f awmam
o@,V AN COOV001,M PAD
(R) *AaAL OSTAN" FZELD MW DATE:
S
s RVEYiqR--q4JVD MAPPER,
rV
r
9GNA TURE DA 7E- 5-02-OJ C Lj
TA FLORIDA =921)
Na
COPY
I -�l 7
0 ]LL
APPROVED
OTY OF AILA1411C BEACH
f3UjI_DIr4r> OFFICE
JUN 3 o 2 4
FILE
reVi s kc,n 3 by
C14
14.4 C14
V) Jr) r--
x 00
Q) L0
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x- I?,CY- 0 Q) LA-
liq
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we 13. 7
44 1 E 0
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6%
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0
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0
ONG,
0
x
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X/ ON
X / [)RI E
2
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-LOT 110 Z4j
x PROPOSED
4�/
co DUFLEX
0 Ae
LOT OT �-4
...... rV 7�7
BLOG< 56 Q
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Legal Ue5crOon--
IT
-�Jli
...... ........ .............. HE5T 14th.5TREET, LOT 56,5ECTION 'H
OF ATLANTIC 5EACH A5 REWRVFD IN PLAT BOOK IC?f
FACE 34,OF THE PUBLI(, RE-(ORE)5 OF WVAL (OLNTY,
FLoRIOA
.............................
-;rc
rr"Rop-rile P
LIA16'
5ite Plan Noteg
This is not a 5urve drawn bY
JAMIE M. BRYANV
Pool Pasign and location shown Ora. oniq suggo5tod. date
DECEMBEl?. 13, 200,F
Landscaping design by otherS. scale
AS NOTED
job no.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify drawing n,
and be responsibl'a for dimensions and conditions
of the job.
Site Plan
revisions by
NOTES:
2- INDICATES NUMBER OF DOORS.
2- INDICATES NUM13ER OF WINDOWS.
FR - FRENCH DOORS
SL - SIDE LIGHT
FG - FIXED GLASS
TR - TRANSOM
GB - GLASS BLOCK
PKT - POCKETDOOR
OBS - OBSCURED GLASS
TEMP - TEMPERED GLASS
SH SINGLE HUNG
DH DOUBLE HUNG
HR HORIZONTAL ROLLER
BP BYPASS
SPECIALTY WINDOWS/DDORS, FIXED
GLASS WINDOWS, AND TRANSOM$ ARE Z3
0 117�4
V) rr) r--
00
L0
34 -0 CO
141-511 21-411 1 21 41 141-,511 OX.-- -ail -oil 51-0 10, L-
01
r%0
PATIO PA 10 M -0 (1) -4-
C 7-- C)
Q) > cr)
a.) C-D 0
E d
0-
7— — — — — — — — — — — — -
- - - - - - - - - - -
L
LIVINC-5 RM.
MA5TER MA5TEF, LIVIN6 RM. \Q T 1--
Ul 5UITE U- 5UITE
13"02981"
131X1 218"'
-q' TRA"r
d) 10 H 0 b' I
n Q
14'4"x 12' 14'4"x 12'
L - - - - - - - - - - -J
L - - - - - - - - - - - - -*1
5H. 5 5 n
14
HI
T
L
HNR DN. 15 R. DN. 15 R. HNR. LANINO RM. PININO RM.
2s, - VOL6.
1 3'x 10'
1 3'x 10$ 9 Q
�r- —N 0*
Ln
-4 21-4114
U) 1-411 -11-0 4' 41-411
DARTO 2
RTOP @-4-2"�
BEDROOM 2 BEDROOM 2 k6
Lf) z-
In & CLO. J; 0 - f�)xl
13 1 19 31
n 9 4 x1l 9$4 xi 1 ' n
LO
10
BF
L Q A/G 1z x U , 13f 010
01
'A F/
56
EN
L J.
-3-'-4-"
'r+L)V0 B.F. N
Q .1du 406& E3.1'. 01
I-1011 1 10 ,
S." REF.
L- - - - - - - - -I - - I - . I ---I
7-
OA55. ABV. -Af3V.
- - - - - - - - --
Q LU
1.- -------T-
4065 B.F. 406b 13 F
. 14
b4T I I L-S-�J r1b
V WD;�FAGE I ql��kGE 1 (�� AIG 411
L.L-�J I I I L n
�T 01 �00. 1 L J ------
rplo
4 'Uaoz U- 4 GU
r9l110-011 ail
-011 1-011 1 2!.' 51-0 6 -011
0M T
BEDROOM 3 BEPRO 3
TUE3 H/ TU
3-12 \,/LT.-8>' 5 5.12 \/LT--6' E3R0-
10149"X01 5MR. 5HAR. 10'4 X10
VI-T. 1 00 VLT. \/LT. I \/I-T.
3;12 -J, <16;12 30 6 5.L. 3069, W 12 :;O.L. q-
I 'V 3:12 3.12 6;
,1- 14- GAR eARA6E
4040 H.R. 40401 H.R. I GAR OARA6E E pl:� =Nt ENTRY 44
NT
a' CLO. GL C-7.
T GLO. -Nr
10141PX201 4X4 P.T. 1 0143"'X201 U)
5 I-oil e- I -
_�2�1 L2 11� t V41?. P05T
- -- - - - - - --- - - -- - -
5 1-611
d)
Area Tabulationsi,
Living: (Per unit) (total)
a'X-1' OAR. DR. afX-71 OAR. 1?R- 15t floor: (640) 1280 5f
=;;===;3 1 -�— ! - J 1. 11 2nd floor: 015) 1430 S f
L - -- - - - - - - - - -- -J L - -- - - -- - - ---- - - drawn by
Total Llvincp (1355) 2-710 5f JAMIE M. BRYANT
6-4 date
III-oil 121'1 all I I I-oll entry. (32) 64 5F DECEMBER. 13, 2002
scale
341-541 (4&) 16 af AS NOTED
IT-4" UNIT 'A' I-l'-4" UNIT 13' job no.
garacle:— (220) 440 6f A
Total Area: (1&55) 3310 of
drawing no.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions
of the job,
Floor Plan
Ill Scale: 1/4 11=1 1-0 It
.. ........
��reVisions. by7
Y
_T
J
T
T
U 8'–0 8 R G,
@ 2nd. FIN. FLR- P4
HDR. co
XI 2nd. FIN. FLR. Lr)
0 0 – — -- 1 0')
'TRIM C)
0 (D LL_
HARDf-WAF?J� r
7— C:)
.eIr 9'-4 3/4" A.F.F. '7��r I >, cr)
CD
Y
2nd. FIN. FLR, Q)
V)
8'-01t F3RC;,
E o
qr—
D 8" HDR.
00
OL
7 F
E7 7 17 El�
?T�J=� o
7
R 5y5TEM F7
D El 171
–0" FIN. FLR.
oL
`F
X
rb" TRIM
Front Elovotion
J 4" TRIM
.00". 50ALE. 1/4"
CK
TL
=�J
(0-
2nd . FIr .
Roo� Pion GoveroCle Pion I I IIIII I IT
------ ... .....
SCALE. Ilb" V-011 SCA1_E.- 1/5" P-011 J, 8'-0" E93R T7_
'�0_2 n di F I N. FLR.
OL 6'-801 HDR.
@ 2nd, FIN. FLR.
LO
OL 9'-4 3/4" A.F�F.
@ 2nd. FIN. FLR.
8' 0" BRIG
4-L,–T- FZi H
+q__�� — - —
6' 8" HDR
ROOF PLAN NOTES
1. All trusses shall be designed and certified by truss
manufacturWs registered engineer.
2. TRUSS MANUFACTURER TO VERIFY ALL TRUSS SPANS,
SLOPES, BEARING POINTS, AND DIMENSIONS BEFORE
FABRICATION,
44 L)
L—J
3. All roof pitches are to be set as indicated on plans oL 0'-0" FIN. FLR. C)
and elevations.
4, Top plate heights vary. See building sections, wall
Elevotion PQ
sections, and elevations for bearing heights.
56ALE. 1/4"
5. Truss spacing shall be 24* o.c. unless otherwise 44
noted. Conventional framing shall be 16" o,c. or E�q
cis otherwise noted,
6, Truss manufacturer to provide all gable end
trusses with intermediate stud members 16' o.c.
7. Roof decking as specified.
8, Overhangs will vary. See roof plan and exterior
elevations. All overhangs greater than 18" shall
be tacked on 'in the field.
9, Frame walls up to underside of roof trusses at f6p,
all non-bearing walls and at volume area unless
otherwise noted.
10. Align trusses and hand framing so as all gypsum
wall board to be continuous from floor to ceiling.
11. Truss manufacturer to insure design consideration To Z�d. FIN. FLR, JA M. BR YANT
to the following additional loads: date
a: All ceiling hung soffits and soffits wl Ll Lu DECEMBER. 13, 2002
cabinets as shown on plans,
_+I'-4�34"A"1� scale
W-4 3 AS NOTED
a*-Cr BRO,
b: Attic located HVAC units as shown on 21)2nd. RN. F�R. 6*-,8*HUR.
plans. job no.
W-8- HDR,
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. Contractors shall verify
OVER SCALE DIMENSIONS. Contractors shall verify LJ and be responsible for dimensions and conditions drawing no.
and be responsible for dimensions and conditions 0'-D'FIN,RR. of the job.
0'-0" F,N1 F1 P
of the job.
Ricilht 5ido Elovotion Loft Sido Elovation
Roof Plan 50ALE. 115" P-0` 50ALE.. Ilb" = I'-0 Elevations
Scale: AS NOTED
Scale: 1/8 11-059
revisions by
C-4
0 "
V) to r--
00
(D
41Oil 1-01
- 41-o 41-o 4'-0 40
LL_
�5'x6x4" e?'xb'x4"
CONIC. M -0 (D
C: ,
PAL? PAC) -!? ;;' CD
411 C 0 9
4 0
(n
C)
�6
_71
. . . C3 SZ
-------------- --------------- C3-
cn 0
FIN. FLR.
F__
JF_�
LO
5INK FLOOR SLAB OF PLANT MIX CONCRETE
y M
51N<
2500 P,S.I. 4" THICK WITH FIBER-MESH
REINFORCEMENT OVER TERMITE TRE;ATED u
SOIL WITH 6 MIL. POLYETHYLENE VAPOR
BARRIER OVER COMPACTED CLEAN FILL.
OR QZI
FLOOR SLAB OF PLANT MIX CONCRETE
2500 P.S.I. 4" THICK WITH 6x6 10/10
GAUGE REINFORCING MAT. WITH MIN 1"
COVER. TERMITE TREATED SOIL WITH Q
6 MIL. POLYETHYLENE VAPOR BARRIER 44
OVER COMPACTED CLEAN FILL.
k4.
41l 411 5H.1 1 �'
IL_f-�_J
,I I �Com
uf;;e 41
CWmF 4 - I I I I "I
1-51-411
CP
�c
t
4H
4
bil
-al. pROV1pp_ P\/.6. (,HA5E
PROVID�' R\46- 6HA5E FOR A16 AS FEG'D. INP10ATE5 T�,40-5TOR`r
'fB.F.F. r=xTERuaR BEARINO FOOTIN(9
FOR A/(; A5 REGIP,
�A
71-
IF
0Z 0 Z
A
N
0
En
--------------------------
CAR. DR. drawn by
O'x-7' OAR. DR.
- JAMIE M. BRYANT
bi 31 61 date
1_0 is —oil _�)ll
DECEMBER. 13, 2002
SCQIe
AS NOTED
11-4" UNIT 'A' 11'-4" UNIT '13' lot job no.
7
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS, Contractors shall verify
NOTE : and be responsible for dimensions and conditions drawing no.
ENOINEER TO VERIF�r INTERIOR ROOF TRU55 of the job.
BEARINO NITH THE ROOF TRU55 ENOINEERINO
PRODU6ED 5PEGIFICALL'T' FOR TH15 PROJECT.
ENOINF-EP, TO eXTEF'.10P, LOAI:� E3EARINIS, Foundation , Plan
PAP 51ZES 4 LOGATION. Cale: 1/4"=l '—O'
............ ..........
revisions by
NOTE, ALL SMOKE PETEC.TGIRS ,NRE TO 5E
HARD KREI:� ANID INTERGONNECTED
C14
0 "
V) t'r) r--
00
>
IZ— C)
NP �Iqp M
ELECTRIGAL LEHNP C C D
. 0 ::i -2 > Cn
( :2
0
42 Ceiling Mounted Light V)
11711 @_ C:) __S�e
Pul I 6hain Light E — 0
— — — — — — — — — — — — — _�_Pc 0 —
— — — — — — — — — — - C] Re/,esqed Light C)
1.-0 Hall Mounted Light
PRE-KRE PRE-KRE PRE-V41RE
GLO. FAN GLO. FAN rL-6. FAN 6LO. FAN Hall Hash Reca5sed
Duplex Receptacle,
&HT 4D 220 V Peceptacla
FAN FAN
f �N\ FAN
L — — — — — — — 1/2 hot, 1/2 5wUhed
S.D. 6HT L I 6H LUP Hater Proof Receptacle
S.
Floor Receptacle,
N\
S,D. S.D. Pra-Hire for 01g. Fan
6round Fault Interrupt
W
C2'1'
11 5N&h
5witch
Dimmer 5wltch
PRE-KRE RE-KRE N\. 14 Te0hone Jack
F I To-1-16H TO 1-16HI
GLO. FAN CLO. FAN --- Cable, Jack
77-911 1�_ 11T I
T 11 N_
42 142 i 42 0 0 42
e:;1=1 � EM Pre-Hire 6arage Door Opener
FAN\ �AN
'-lot Fluorescent Light
L I OH
&HT 010 F-lectrIcal Panel co
0 \.. .......
S.D, 20v S.D. A= 010 00 M Ghime
— — — — — — - I I I-El Door B-,1115arage Door 5w!trh
11 4211
4� I=@
It I L=' 01sconnect Switch
_42"_ —42 __J
- — — — — — — — - Electrical Meter
S.D. 0 S.D. F=f-
F--
V 1 .220v 20 S.D. 5moka Detector
F1 T
2 220v
L------JL------A
UOH�- Ceiling Fan 44
L16HT
FAN/ \FAN F(9
Hall �zonce
.I--,' * I I * _t Q_ --t 44
=10 Chandelier
J42
L
0 ,
F220 - 0 0
—4 2'
FO_
PRE- IREE RE, +
<
GLe. AN OL FAN KI Ic Intercom
C� 5pot Light
Flu5h Mount Flvoro5cont Light
I Fan/Light Combination
6arbage, D15po5ol Motor
Q Junction Box
I Track Lighting
Theatrical 5trip
L - - - - - - - - - - - - - I L - -- - - - - - - - - - - - NOTE5
1, owner to Verify exact location of floor outlets drawn by
t . F I in field. JAMIE M. BRYANT
2nd . F1r . 2. Location of fixturer, and/or outlets are 5ugge5ted date —
Ele,GtriGo I Lauout lo(ations and meet most local code, requirements. DECEMBER. 13, 2002
Eloc,triGd Loyout - t=----= Additions or adjustments may be, made, between scale
56ALE- 1/4" 1'-0" 5GALE. 1/4" 1'-0" Owner and Builder in the, Field. AS NOTED
job no.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE ------
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions drawing no.
of the job.
Electrical Fixture L
Scale: 1/4"=1 '41