Dudley Street 320 (2) wiBuil
aunoe
FwstS ers
ustSautoe
ntSw
'" Shoe {rite should ncv er o,v crhan«tha tinutdatitm slab edge at the hu ilding F q
001 Im
OUL 1w
3
p rrttl
=8 perimeter. I Imwv cr.ntanv tomes when the toundation i,not properfv placed-
�� I e-111con-c:cl dllllc:n�1011(s),oUt of squarc;.etc -the\cTllcal construction is �� LL
ft�I% S2
po.iti,»ted in a manner that results in a shot plate ov'4Tthanging the slab edge in
t•�li. �
all eflt,rl to Lcop lilt:franlllW 1,gUarc' Ilils results In nuntc'row,stnictural
I.nadagUacics that mus!be addre�sed Ili order io maintain tiC structural Intearlty
ofthc building.
�illce this condition should be casily ret�oL i/aK.;at the time lavoul lines are
N
poppcd on the Blah_corrccily c.action should he taken inlntediawk rather than
vvalloy until later vOcn tic repair is suhslantiafly more co,41-s and tinle
consUming- Lo,rrectivc action at this stage is,cry simple:Increase the ncntinal c
U
We of the%vall traniing by tvvo inche,,for calls overhanging the slab edge up to
orte-anti-three-quarter r;1''-,)inchc,. l:\anlplc: If-a 2\4 call is indicated.use?\b
framing.-lltc shoe plate material should either he treated for exposure or Bul"Iders
protected accordlnzfv. Cornncetors-�Ct X)I)*Ti::rods.sill plate anchors.etc.- 2$'-0«
0
should he succi and spaced according to the original de4ign intent shown on the g
FirstSource
enginecrinf,and all minimum sp-:cificd„dgc chstanccs for the concrete shall he
ntalwaincd. Ifconditions exist where the shlc plate mfl ov erhant,the slab edo_�c 13'-0" 3'-0" 12'-0"
160 o! Jacr.sonw:!1e
more than v,".contact the hwinecr ofiZe.cord hel0re proceeding. tis
o DESIGN CENTER
Ifcornxtivc action is not taken at this time.it is likely the vvall(s)wli require
re-traimm-1 or Sul-1slantlal crlhancenw-nis(more extensi\c:than slmplV'nlcreaSing .29
c c !nc
.2 9 6550 Roosevelt Blvd.
the framing size by tvvo inches)at a later date. II'corrective action is delayed _
o W Jacksonville, L 32244
until Oct rougll trades lime been completed.it is likety�those eh-ments-mil 1112, 0
„ \ - \' �i\ � o ha removed born the\\all I �/ Tel904.772-6100
pllu11hn1`_mechanlcaf and sccurlt riff h� i r r ro • - - - - - --- - ---- - - -- - - - ----- Fax 904.317-2835
Odle the repair,,are made and replaced later. Additionafh.It corrective action o r; v \ Cc c
is dclavcd ttlrthcr until insulation.drvvvails trim.etc are installed.these elements _1 ��--.. if f
<_ t3 �S' h' — �'�, �0
\\ill ha\e to he rerno\cd and later replaced to pro?peT}\ef`fi ct file repair. t- THIS DOCUMENT,ALONG WITH
1
}: 1 V ASSOCIATED DOu ENTS,15 AN
r-------.--------------.----- —_—_------__—_--_----_---_---------_---'_.�
x --- ---- w INSTRUMENT OF ENGINEER'S
In conclusion_If a shoe plate is gon1U to ovcrhang a slab edge 1 or less.
-- SERVICE FOR THE EXCLUSIVE
►nuncdsatch incrcau the v all size accordingl\ u�that no additional or 1 + -42
USE AT THE PROJECT TITLED
substantial repairs arc required later. 11'a shoe plate is g�oine to overhang a slab i - - P7 0 !-EREiN.INFORMATION DERYIED
cdga more than l'-," contact the f.nginccT of fZccc�rd hefilre prcceeding. --- � Real THIS DOCUMENT,AND/OR
' ASSOCIATEDNNBE USED FOR OTHER
�.
- - - ---- -
ST2 i C - ---------- - --- I )OR PROJEGt(S)
o; WITHOUT THE EXPRE%WRITTEN
$ PERMISSION OF THE PROJECT
1 (2)NS's OR(2)MTS12's s TRUSS ENGirEER IDENTIFIED ? LOW.
ST2 TOI-TO-TOP fR W/ (1)WOOD-Tie--�''� C2) H8's OR (2)MTS12's +� TRUSS a g
' 1 ROD 4 2ply 112 SPF 2x4 POST. »N cl7 T0I-TO-TOP 1E w! ll)WOOD-Tie 5 REV DESCRIPTION
ROD t 2ply a'2 °aPF 2x4 POST. a2 -
( 8�
_ > _
1 I rot
o t6
.�� 3 -
so
0 �1A
4" CONC. SLAB REINFORCED W/ i : __ -- - --- -- 0 8
- - --- - - - - - - - -- t - ---- - ----- - - - - 0 a
I EITHER 6x6 10/10 Wali"I OR Fi5ER c-0
MESH ON 6 MiL VAPOR BARRIER
OVER CLEAN, COMPACTED FiLL. s
11
sc
SEE ARCHITECTURAL DRAW[NCiS 4- -il
U -- - --
1 a�
AND SPECIFICATIONS FOR INSECT
1 AND DECAY RESISTANCE
1 CONSTRUCTION PRACTICES.
r N
PROCESSES AND TREATMENTS TO HS
1 MEET APPLICABLE CODE
REQUIREMENTS. 1
+ t 3�
0 I 1 �
1 ST2 ► l —- - - - - - - - — - -:_ : _=717
-_ - -
+ + - - -- - - - - --- --- - - s
— - - Q
$a
I I
1 I N 4
1 I I
LIL
o �" .CNC c
4
'SLAB ► - - - -
ST2 6 E
I I 1 rA
i I 1
000
ss�
�Tl
$°
------- ------ -
- ---- -- E12
1 l i a
I
a m
8/10 (2)H8's OR (2)MT512's TRUSS �_
+i 5T2 ; 5T2 ; - - - - --- _ -___- --___
(2) c
01-TO-TOP fE W! C1)WOOD-Tte -- -�-- -- - `
- - MTS12'S 6 T01 �..
ROD 4 2ply 02 SPF 2x4 POST. TO HDR m
10 E
r---------- --------- �s
ST2 -- - - - - -
��.
%
I --
r
,
r4" 1 ► 411 CCNG i +
o i SLAB + S/Ila i i SLAM i ' - - - - - _- _
! I z SN�ATH �'C�2C�-4 �
1 ST2 , 1 CiL1NC fR r..
L--------- ----- ---- --- L__ �I2 - -� ---------- --- -- `� ;, - DtTAIL`Q/STI
- � »
z co
Mid ` r+s "` 3.�
l2n j6 SIJ 1� 0 � C � 1
"'N } l R o. \ �Q
FA
I 1AA
ST2 0
USE C2)MSTA24'S a.__ ._.j
HORiZ. - e
4'-0" 9 - 7'-0" 11 -11 HDR-TO-TOP iEs. Y m
—0 J
�o J
28'-0" Q 'C[
3
am
�U
r2 &TRUCTURAL FLAN
FOUNZ)AT I O1 �! FLAN. - II t
51 II 1 11
aQ
3/1(0 = 1 -� �s
01 �-
m
oc
o�
rn
Re
mas
08
EXTERIORS �uLL STUD a DRAFT WD5
D
mo
!� ExPosuR �1= Exlal_E 8 c CHECKED RRW
FINISH,Et�1CLQ5.Ep
STUD SIM,SF'EGIES *rAxs�ri Te+.eIr*-rr
SCALE 3/16
t o/c�AGINCs. �T
mi) DATE 3-22-01
ALL GRADE'�' END' i*,'TERIORi `--'o
EXCEPT AS NOTE✓- ZCXIE ZONE
oc
2x4 Sf'F I6"o/c � l9'-5" E 11-2"
� JOE3 NO. J230ra55
PLAN NOTES - LEGEND - END-ZONE IDENTIFICATION - SI -TO-FOUN ATION SHA CONNECTOR SCHEDULE F WOO rTl A I ATI S 2x1 sf�F i2ro/c - W-51 12 iz_3FRAMING CONNECTOR SCHEDULE FRAMING-TO-FOUNDATiON / MASONRY CONNECT SGH U E Q
EXTERIOR WALLS NOT DESIGNA D SHEAR-WALLS - INTERIOR t EXTERIOR 2x6 S 1l�'b!G 4 j �'-3" 1'1'-4' cj rv'Q�T. 12Y2-13 Iro
1)SEE SHEET$STi a ST2 FOR ADDITIONAL NOTES 4 DETAILS. 2x6 SPF t2"o/c I1'-!0" Is,-i, CLIP,TIE FASTENERS NAILS/SCREWS To ASTM 301 _j1r
2)THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING,BUT (2)2x110-2 ! 3 I-1EA)IER/SEAM CALL-OUT C. R DES�ATED AS SHEAR-WALL MAX"JM O/C SPACWs OF ANCHtORS - IN MCW-S _ HARDuIARE/ INT LOCAL a tmioNo FOttNDAT1ON5 EXT/STEM-WALL FOLINDATIONS CM WALL TIE-BEAM/LNM hoer:
HOUSE - TYF' 2x6 sYP I(VO/c 16 411 lt3'-2` or STRAP or htA1L8 T�1thiGr � CONNECTOR (SAE 1018) m� �
NOT LIMITED TO,ARCHITECTURAL ELEMENTS,DIMENSIONS AND ------ ---- .. MAXIMUM O/C SPACING OF EXTERIOR WALLS INTERIOR WALLS ---„ ATR SIZE MBI la D MM EMDEA MiN Eow DISI MM EMORD MM/MAX EDGE MM BSD EDGE DiST
2xb SYP t2"o/c _ 15=I' Ig-I. HZ5 C5)5,d F'ER END 02)Ibd A9t1-44,-66 5A8■r 5-t/2" 5-1/1" 3" 12" WA
LOCATIONS PROVIDED BY OTHERS. BUILDERS FiRSTSCX RCE 15 NOT NUM5ER OF KING-STUDS EACH SIDE OF OPENING - - nota-Es 51-EAR-WALL ---- --- }---�{
RESPONSIBLE FOR THE ACCURACY OF INFORMATION PROVIDED BY NUMBER OF JACK-STUDS EACH SIDE OF OPENING n le}.Eft{j " •i TiT1rK{lp '%i T1TEN ND ,�TirEN HD %"8 TiTEN t� 2x8 SYP ib"O/G 22-31 23'_!9" ! t-� l4)8d PER END 4-V4"W/MN 4"W/2-111°5PG'Cs �
3-0 VO TITEN HD •TtTEN HD DE81r�NATION (MR'L 2xb FRM`w _ _-- i 00)ibd/EAC" LTT205 V1 r(EA) 5-t/1 12" l-3/4"/b" 12• tv
OR DERIVED FROM OTHER SOURCES. — SIZE OF HEADER MATERIAL (X2 SYP UN.O.) ® (NOMINAL? (MIH 2x&FRM'G) " ■ 2x8 SYP I2"o/c ; 2a'->a" I 26'-?° H8 (5)10d x 1-V2"1 IS END 2.11 SPCYG 2 w/4 SPCrs 4•�+3'a''�* �L Cha�ies . Rhode beck, PE
3)ANY DISCREPANCY - DIMENSIONS,ORIENTATION,ETC. - BETWEEN ' 8 ft 5,0' 12° btt7" 2x10 SYP t6"Olt 28'-3" .t_-~'� " (22)led SINGLE MCsT 5/8°r 5-t/1° 5-VI" 3" 12" 1-3/4°/b° K° c
NUMBER OF PLIES IN HEADER �, g� 21' 32• ," -_ 1 30�-4" MTSt2 (14)Wd or 10d x 1-1/1 TOTAL 4 Pro'fes-sional Engineer
tHSE DRAWIiJGS AND THE ASSOCIATED ARGNtTECTURAL anti/or g ft 4a• 12• ifrr — --t 2x(22)led DOIJi�LE M1CsT (2)5/84 5-112' 9-I/s• 3° >z° 3-11•/4" t2• 4 s FL License.Nc.26491
SITE DRAWINGS STALL BE REPORTED TO BUILDERS FIRSTSOUR:GE SWI IS' 21' 22• 92• 2xi0 SYP 12101c 3„-1”_� 33'_3' ; HTS20 (20)10d or(24)led x 1-11"TOTAL " « " ■
AT ONCE AND NO CONSTRUCTION SHALL PROCEED UNTIL ALL EXTERIOR HEADERS (2)2x6-1/2 UNLESS NOTED OTHERWISE 10 ft 48" 12• - j t�J + EMG(-E Emrb 5/a r g-1� 1-In 2 tz 1-3/4 t b 126 ,
U USE SIt-1P80t0i0o OR wo x b•Lows TrraN HD Saurus,UNA. SP£GiFlc STUD 6IZE/GRADEISPECiES/, f OT2 CIb)16d SINKERS TO TRU88, 4 m c 7010&jd V1h ro't2'd°1,t cuts,
CORRECTED. 11 ft 36 11 2))4 f TITEN HD's SHALL SE MIN.3-% AND x•TM HD*SHALL DE E BI=ED STRUCTURAL 2x 1163 16d " " v c 9
• • • SPAGiNCs iNDiGATED ON STRiC� /14)16d TO t POST DO1113LE Hi1TI6 0218/8♦ 5-I/1 1-!AZ 4 12 3-1/2 /4 t? 4 �.8
�p�s a,. sea A?wi��s;gn�a^ RED�,+.
4)VERIFY BUILD[NCs ORIENTATION WITH ARCHiTECTURAL. DRAWINGS ALL INTERIOR HEADERS (2)2X6-1/1 UNLESS NOTED OTHERWISE " ■ MIN.444'M70 MIN.2_ 61C�tVACONCRETE. PLAN(5)SUPERSEDE iWOR'"IATION fN Hlb,-163,-16-2 (2)Ind x I-V2'TO TRIM,(I0)To leMOS 2x(18)If°d TANDEM 14TT16 (1)9/840 b-V1" 9-V20 5• B' 1-3/4"/b" wA (82.
12 ft 36 bb
r.)HADED/HATCHED CORNERS, 3)AT!101 a HE*WT DE TED SHEAR-WALLS(tAR 14 4 ABOVE)USE vNoN-DESIC*-4ATED 504EDULEBuilders FirstSUurce
AND SITE PLANS$EFC>RE C�7f-iI�E INCs CON$TRL.[Ct1ONJr 14 Pt 35,• 59" ANCHOR SPACING SCHEDULE IE INDICATED 8PACdNG IS Tr4nERCLOSER THLAN N ----- M8TAt2 !1®)led TOTAL !32)lbd Strkers SMG{-E HTT21 S/8"♦ 5-t/1" 9-1/1° 2" 8• WA O�Jacksonville���1�
5)ALL INFORMATION OF A STRUCTURAL NATURE(iAL SW - SHEAR-WALL SEGMENT - REFER TO SHEET STI FOR ADDITIONAL INFORMATION AS IDENTIFIED 'MID "DEOr-HATED SHEAR-WALL•8GHFDULE. ALL ST1JD5&PALA- SPA>`t
FLOOR
OR T FLOOR OF TO � FL CoA Number 00008494
M8TAI8 !14)10d TOTAL 2x(32)16d Sinkers DOUBLE H1TT?4 (2)5/84 5-1/20 9-V1" 5' SEE PLAN N/A 02
BEAM/J015T/GOLLMN/DEADER/STt►D/CONNEGTOR/FOOT[NCs/ETC. `j DIMENSIONED ABOVE, 16 ft 24 4°1' 4)9(s"O TITEN Hg's USED IN EXTERIOR WALL APF'LIGATIONS MAY ONLY Be USED IN WALLS FLOOR OR FLOOR TO ROOF/GLt�i'Cs M3TA24 CIS)Irad TOtAI. (18)X4►x 3•SDS SINGLE pH1pb l/8'r 8' 8" 3" !3-VZ" 9-Yl"J 4" 13-V2• � �� GA PEF Number 004586
SIZE/GRr4DE/SPECIES/QUANTiTY/STRENGTW/ETGa SHOWN ON THESE INDICATE WALLS SEGMENTS 0 ft 24• 44" O�T�TED OF 2x'OR LAR�� A-06EMBLY LUITf-OUT 15REAK Orq
SKsNED 4 SEALED ENCsINEERING DOCUMENTS SHALL SUPERSEDE ALL WHERE END-ZONE 5)ALL T{Tt7V ID`s SHALL BE INSTALLED IN THIL?i of tHE SH1oE E AND MAINTAIN MIN MST31 (42)16d TOTAL 2x(0)Y4r x 3'SDS, " « « m
APPROXIMATE WOOD*Tie ANCHORING ROD LOCATION. SEE "WOOD-TIB 20 ft 24' '�• C.ONCRETE EDGE DISTANCES OF 2°FOR)rf's AND 3-40 FOR X"8's. 1T•1TEt�11PT10N tlNiE�vS�iF'EGFiGAt L Y DOu9LE PHOb (2)1/8♦ 8 t3-Vl 3 13-in 3-1/1 /4 I'!-Vl 4 4
iN� MATION OF A SIMILAR NATURE SHOWN ON THE A IATEDX PRESSURES SHALL APPLY ° 6)TITEN HD's UOW FOR FDOERIOR wAL.L APPLICATloi�Ls MAY BE USED 2JOy NTH DETAILED ON STFe-kc-TURAL pLAK MST48 (46)tbd TOTAL (20)X4 t x 3"808 SNGLE HDW 1/824 8" 13-101 t-s�4" SEE FLAN N/A 0 S SHEET
ARCHITECTURAL DRAWINGS. DETAILS 4 SPECIFICATIONS ON PAGE STI FOR ADDITIONAL [FORMATION ON 22 ft 24 36 MONOLITHIC Fa MATI"AND MAY NOT BE USED IN STEM-UJAL.L APPLICATIONS SIT IS ALLOWABLE TO FOLLOW THE
6)MINIMUM REQUIRED BEARING LENGTH$SHOWN ON TJ-SEAM THE LOCATION AND INSTALLATION OF WOOD-Tie ANCHORING RODS CL DDIWACOMPONENT9 4 M3T6ta (bbJ 16d TOTAL 2x 120)X4+x 3"sox pWBLE HDGi6 (2)1/8"• t3-1/2• 13-11• 4■ SEE FILM NIA
CLADDINCs. WALLS NOT INTERtof2 ZONE SGHEDtJLE FOR f
i GSI& (30)8d or(26)10d TOTAL (241),'r x*SDS SINGLE HH0011 1 r 9' ISO3 SEE PLAN NIA
OUTPUT HAVE BEEN ACCOUNTED FOR iN THE DE KaN AND, 1)AT EXTERIOR WALL APPL.IGATICJhiB tINTHI STEM-WALL FOWDATIGtVB,USE E1r'O'xl£D ALL-THREAD ANCHORS AS FOLLOWS: WALLS FA�LttVCs M THE f`'VD ZC71�i1r �
APPROPRIATE,BEARING-ENHANCERS ADDED SO AS NOT TO �o o+ °SHADED/HATCHED AS Is)N LIEU OF Jiso TITEN HD'e,USE)4■f X 4-If"EMBEDMENT ALL-THREAD RMS m/MIR 2"CONC,EDW DISTANCE AND SPACE AT�THE INDICATED REGION PROVIDED THAT DOIJSLE ( SF 44,-b,•8 (11)10d x I-V1 2x(24)Ys r x SDS pOUBLE HHd�QI C2)I t a D 4 SEE PLAN MIA �o
RSD IN PLACE OF A QUANTITY OF KING-STUDS M A HEADER OR BEAM CALL-OUT " 214• ,
EXCEED THE MAXIMUM ALLOWABLE BEARiWx CAPACITY OF ANY INDICATED ABOVE MAY USE SPACING FVR)4'f TITEN HD's. STUDS*TWE S1zE/SPECIES! i �,._
STRUCTURAL ELEMENT. INDICATES THE SPECIFIED HEADER OR SEAM IS RAISED ABOVE THE B L iNE 1b)IN LIEU OF%'f TITEN HD's,USE%so x 50 EMt3EDmENT ALL-THREAD RMS rr/MIN.3"CAVC-EDGE DISTANCE AND�SPACWs GsRADE/SPACN6 AW_USED_ NPAHD�2 023)16d 116)Ind HGT2,HGT3 (2)3/4"r l' I-i12 3• SEE PLAN p-14" "'
INTERIOR-ZONE PRESSURES � 4 �_t
INDICATED FOR rJ o TM HD's. — �_�__� LTP4 (12)8d x I-V2"TOTAL (16)iOd HCsT4 (2J 3/4"r 1" 9" 30 SEE PLAN
I-1V1
-1)ANY STRUCTURAL (ELEMENT SPECIFIED WITHIN THESE DRAWINGS FOR COMPONENTS 4 1c)ADD NUT AND ULASI-ER ATOP SHOE R AT EACH ALL-TAREAD, DUE TO MATERIAL J AVAILASILiTY, "
MAY BE REPLACED WiTH A LARGER STRONGER AND/OR E----� INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER CLADDING. 1d)USE 6MPSON TWO-PART EPDXY PER MANUFACTURER'S NSTRUCTIONS. M►IEiGHTs 24't�T US=- A3b (12)8d x i-V2"TOTAL 4 =°
HIGI-ER-QUALITY ELEMENT/PARi'/MATERIAL WITHOUT ADDITIONAL 8)SILL PLATES SHAI.L DE ANCHORED WITHIN 121 OF EACH END OF EACH SEGI"ENT OR PIECE AND ALL SWi E'NTS OR PIECES,SHALL 14AVE No FEWER THAN TiTIBERSTRAND i.-IE LSL STUDS I.L_0J « 'fRAMNG,and'FRAMING-TO-FOINDAT1ONO CoC*W.�-T,012_ 4Ewl F NOTE 0 0
META20 (12)Ina x 1-11 BI�ILU1rIC� pE51G-tN CR4TEiZYA $�
(2)ANCHORS. SYP_ 1$KsHTS 24'MAY USE 1 E
ANALYSIS REQUIRED. ll USE SnMPsoN AT ACRYLIC TIE TWO-PAR?'EPDXY FOR ATR-TO-FOItJD.GOhTEGT10N8 UND, t a of
8)DO NOT SCALE THESE DRAWINGS.DO NOT ASSUME WALLS ARE DES1GN LOADS - USE (MIN.) � " THICK SHTN'G w/ TILE ROOF COMPONENTS 4 CLADDING PRESSURES - iN IIPSFII L3L a CONTRACTORS DISCRETOl. � HETA20 (U)10d x i-V2" 2)ALL DIMENSIONS TROD DIAMETER EMBEDMENT,Eow,ETCH ARE MNMLM DISTANCES U]VO. CODE: iO4 FMC-R 1-m
(16)16d SIRS TO TRUSS 3)'DOUDLE HOLD-DOWNS REaJI RE MNMU4 8 SPACING ft-T EEN ATR ANCHORS UN.O.
2x4 BECAUSE THE ARCHITECTURAL DRAWINGS UPON WHICH THIS LGT2-MASONRY 4l EDGE DISTANCE DMI:NS{ONS TO 9E MEASUIQ£D FiR,oM T'HE E�,QS FACE OF TI-E
(1)V4"r x 2-v4•TITEN W6 TO BUILDINGS TYPE: ENCLOSED
ENGINEfERMG 18 BASED SCALES A5 2x4.REFER TO STUD SCHEDULE - ROOF LOAD iNCs 141125 LDF) - FLOOR LOAD INC (01.00 LDF) WALLS ROOFS-PITCHE8 3/12 < 1/12 ROOFS-PITCHES 1/12 <12/12 GARAi:aE DOORS PARTIALLY N t�-ZONE " FOUNDATION,CURB OR CMJ WALL TO THE t OF THE ATR ANCHOR
FOR MINIMUM STUD S[XEJSPEGIE5/SPAC[NG 1=0R APPLICATION_STUD TOP CHORD or RAFTER LL: Ofd sf DL: 15 sf NET Y'°r MTSMlto ('1)10d or led x 1-TE TO TRUSS, 3)MR EDGE DISTANCE DOES NOT APPLY AT INTERIOR CURB LOCATIONS ONLY 1F TWE MN. BASIC UM SPEED= {2�t1'tp1"T �3 BCC. c�Ust)
TRIG.AREA M END-ZOW6 INT.-ZONES, CSSIR!E-ZONES INT-ZONES OH C-ZONES off E-ZONES CRN'R t E-ZONES NT:ZONES off C-ZONES OH E-ZONES l4)V4•r x 2-V4•TI TO WALL
AND/OR COLUMN SIZES SHOWN ON STRUCTURAL PLAN SUPERSEDE LL: 2 Sf DL: Z of w/FG - WIND LOA.DINCs(411.60 LDF) square Feet PRESSURES FOR GARAGE DOOt'ab WTTH ONE END(ONLY)EXTENDING MAX EIEEDMENT IS MEAB�D FROMt THE LOWER sL,4B ELEVATtoN
THOSE Si-IMN ON STUD 60-IEDULE.WHEN A COLUMN 16 SPECIFIED ASP08.(4) NWJ.(-) PM.(*) LECs.f-) POS.(+) NEG,t-) f'OS.(+) NE&(-? NwIt,(-) NEC-L(-) POS.(.) NE&(-) POS.(�) NE&(-) NE&(-) NECx(-J HT3Mi6 (8)ted or I@d x ITE 6 RM4*Tft . b)ALL PARTS/MATEMA-6 7o SE INSTALLED N ACCORDANCE WITH MANFAr_n*Z R'S �ILDINCs GATECsORY: I I
{ p !!'-0 1Nr0 AN END-ZONE.ALL PREs9URE8 NEGATIVE l-),EXCEPT s1a 1V01'ED. ■ .
SHINGLES 2 Sf- w/ TILE 120 MPH WiND SPEED 141 v4•x 2-v4 t to NSTR ICTiONS 4 DIRECTIONS
LARGER THAN ADJACENT WALL FRAMING(�3p19 2xb POST M A 2 x4 WIND IMP.[=ACTOR Iota
W WALL),THE ADJACENT FRAMING:MAY BE EiT44Ei�'FURRED-OUT TO BOT.CHORD Or CLN'G JOiST - SEISMIC DSOs. CATEGORY (m1.6(d LDF) <20 ft +259 -341 1159 -281 +149 -50J +149 -23.1 +231 -303 +23 t -259 LENcsTH(IN FEET)OF DOOR 1Nt0 END-ZONE (� HIS,-168,-I6-2 (21 Ind x 1-Vz TO TRUSS. 1)ALL NAILS SPECIFIED ARE"COM4 ION'SIZES,IlIVD.
m MATCH THE COLUMN QR THE ENTIRE WALL MAY BE FRAMED WITH THE LL: 1 efs- DL: 5 sf "A„ - 'U - B -588 DOOR SIZE (b)V4°r x 2-V4"TI WS t0 MI IMIMl-1 ROD ON TWIS C44 EMDEDM�TCr t EDGE DISTANCE SFiOIIN ON PLAN SUf'EtQSEDEs WIND EXPOSURE:
20 <rjQ) � +;Z4.1 -32.4 +24.1 -26.9 +135, -45,.4 +Tib -23� +23� -29,41 +?30 -245, 1 2 3 4 5 F'Sf= �,1,R MINIMUMS 8H10UIV ON THiS CHART
-631 018)V4•r x 3"SDS 70 TiRU88, La
a • " ■ < 9)MNIMI-i EDGE DISTANCES OF 40 OR MORE REGUIRE MINIMUM 6"WALL FRAMING NT.PRESSURE COEF.
LARGER MATERIAL.AT CONTRACTORS D15CRETION. 7®psi DL FOR TILES<U�pef,PER 1�C .APPENDIX A TtLEB>Ibpsf REG2UII�ADDITIONAL ANALYSIS $0 100 Ft +232 -293 +232 -25.4 +IL9 -393 .11.9 -222 -8614 +222 -21.2 +322 -22>s -511 •511 8 x T t L+GR DOORS -259 -26,4 -269 -21,4 -218 +�32 C2J IA2•x S Tl 's TO
m ••20 f LL POR CEILING JOIST WHEN USED FOR LICai4T ATTIC STORAGE t8)led?O FRAMING, I0)MtINMIJM e"SPACMG 15ETUM N META-or HETA-ANCHORS UNDO. EXTERIOR WALL FINISH: FLEXILE o
[ > 100 ft +22AP -25,9 +220 -242 +1®3 -34.1 +103 -2L5 -63.8 +219 -2b9 +219 -219 -5414 -154A 16 x 1 4 LGR DOORS -24x4 -145, -24.1 -249 -25,11 -no M8TAM36 C ) d "TIT ? 11)MINIMU-1 10 r_t48pNRY -12■EDGE DISTANCE FOR TITEN SCREWS EXTTHIS, RIOR W MAY ME US: N A WR�7-!IBLE DP�B REGION QTY
12)MINiMI.31 40 EDGE DISTANCE FOR TITEN HD's
�FrcstSoe P GLAZED OPENINGBE ARE PROTECTED or RMi'ACT-RESISTANT g,Ill
buill
FF stSooueri �'"1i�tt'�11 SIE SOW TOP PLATE CONINECTION FrstSOIJ
j�jiN S NAILING _-.N__ 36"THICK(MR.)(24/a SPAN 13
INDEX)APA-OR TECO-RATED HEADER ADJACENT TT__--- _r ----.. g7RC�9VCs-WALLL
IeooF -
WALL SHEATHNG w/(U ROW OF TO TOP II'-PER
a RQANiNC=•24'oA: FRA.iMIG•16 o/c EXTERIOR STIR WALL 8PECIFIC.4TiONiS 1'1■MIP. CALL OUT ON
BUILDING t ad Rtl a eHAw a ad ca vm NALS TOP E-tO-CORRNER POST ��
eeJf e71aJGTURAL eH!!T Rqt lxrs<ldole WALL. (3)IROLilB OF BTRUCTIIRAL P1.M. SPH+t-6-8 GOMNEGTORS AT
DESIGN NA"o/a&°�M one ePACNCi • BHTN Csl(M TO TOP N=)AND AT ASSEMBLY AND•TOP SSWi2XS
731!
�Its CRITERIA [ED D) [EDbEA'IB.D) WOOLLn �"�• ll)R001U GF it OG. BOTTOM aF BHfiRVYs CIN TO R-TO-FEAPM•MAX.32"o/a;; --------------------------- rAIA,
ladNAILS+8mil wI /BD IOd NAiLS • • HDR). NO ADDrrlC*AL AtNf Sim WALL SPECS
INT.LQAQzWA8M •4•O.C_ STAGGERED AS E-TO-HEADER CONNECTORS pJTNDE COpplEpj WALL WIDTH WALL HEIGHT
uecrrT AS NOI ONl atlalcnllIA PLANTS) (i)ROW OF STAGGERED, • SHO N,EA PLY.WAIIIA6'/i2" 6"/b" 6'/II' 6•/12• Nr.(FT) ALLOWAA t OM 10d NAILS+ 1 V4.OFF 4 REQ'D w/TiRL163 UPL IF1s ( OF GARAGEtostl • • • 1000!FOR HIGHER UPLIFTS • : M INCHES IN FEEL
I■OR ISOW-1 w • b oC_r32
TAG#!fr - • STAGGERED, OF 2xb. • USE corrEGTroNB AS .131x3•TOE-OR:END-NAILS (1)DIAD CRACK OVER MM!4J S -WALL CALLOUT KEY TH TO HEADER OR TO IOP
rAttT1ALLY ■ " " ■ ■ _ rD SPECIFIED ON STRUCTURAL a KING-STUD TO fEADER PLATES WITH SD:QJ1/4 X 3 1/2"
rM.R'l11f TO p�,p b/0 b/6 6/Tl 6/Tl WITHIN 3/4 OF __
To 21'-t• • 2 •CENTERLINE • • PLAN TRUSS TO R CLIPS 70 TRUSSES APPLIEDTD BACK BiDEb'/Q' 4"/4" 61/12• b'/8' OF 2x4 BE ATTACHED TO SHEATHED ••P THE INDICATED EMBEDDI� 2�(12)NALb_ HORS 1/4" HOLES TO ATTACH
OF UEB.CONNECT TD EACH TRUSS SCREWS(PROVIDED)
WALL SIDE. STRAP(8)ARE NOT PROPERLY APPLIED TO FRONT WEB UY(2)NAIL.5.INSTALL DIAD.
CAST-IN-PLACE,THEY MAY BE SIDE OF Wi D BRACES a(EACH END OF CONT. OPTIONAL BLOCKING OR
PARTIALLY b"A3• 41/4" b'/8" 6•/8" • • 'f tS1 CORTE}2 REPLACED BY EITHER OF THE LATERA. liR.4CE LINES t•riAx FRAMING STEEL PANEL
�-Oew P/Stl FOR BOttOM CHORD • FO(-LOWq�(s OF GAQAdk_ tl)MSTA-SQQIES STRAP•BRACING REQUfREMENTS. s J3""TOE-OR EMD-NAILS (1)HTT22 or(1)MST48 FLAT STRAP W/ �d�JACK-STUD TO ?0'IMt'RVALB BETLLEEN ENDS.
THICK(MIN 24/16 SPAN INIDFJU!MIN "THICK, +KING-STUD TO HEADER EITHER(4))p'dla.ATR's-OR(16)V&, 1 EADt=i2 2x12 i QNCs UJOOD6 SPAN I'D>ac,FOR E)ff'IOBURE C)APA-OR ■ ►DRS.USE 24'STRAPSENCsINEERED TiRLI68Es OR I V1" 1�" 2 i 5A3" 2x1®HORS.USE(9)NAILS, dta.X 2 CODICRETE �� PRE-ATTACHED WOOD STUD O-Rat®ROOF SHEATHING(MIN. A THICK w/ EN INEERECONVENTIODuu_.SOLD-SAWN) 2xI2 a ENG.WOOD WD". SC IliM kI-TO-FOUNDATION AND(20)
Of
TILE or SLATE ROOFNGh SEE SHEATHING NAILING FRAMING.SEE MAI-t LAYOUT rl dlTs OR_1iP?NINA 2)* EMBEDDED STRAPS MUST ,.
bYPZxa LIGE(II)NAILS. 16d NAILS t0 STUD ASSEMBLY•• .. PREFABRICATED HOLES M STEEL Bu'llders
SCHEDULE FOR NAILING SPEGPICATION. ASSOCIATED DELEGATED .T�ADiGHU01�iIVC■ 'THICK(MIDU C?4/10 SPAN ��T��'� �T�LATERAL IF LATERAL BRACE rust BE MADE OF PANEL.(VARY WITH EACH MODEL)
Ewx EERIN G FOR TYPE°SiZE •TYPICAL CONNECTIONS•STUD WOOD ADDITIONAL PiC OF+14 BRACE GI1AD[TITY AND FirstSource oRIENTAt10N OF N'H•VER06 GOl_uMNa.JACK-TO-KING STUD ° STRUCTURAL FRAMING PLAN FOR NJt'1BER OF PLIES_ FASTEN ROD8,PER DETAIL B/STI, INDEX)APA-OR TECO-RATED LOCATION DEFIED MORE THAN OPE PIECE,DO SO SYADDITIONAL CUtTINCs OF STEEL
•�'��-TQ-� G CT WALL SHIEATHING-TO-POST ILV MIN 8d's•12 O/C OR GYPSUM-TO-POST AT EACH END OF WALL. "'AEI.SHEATHING w/3/12 o/c 8d REBAR PER SIM'SOW OVEIRLAPF'IIVC■AT LEAST 2 TRUSSES Wr MIN 5d's•4•o/c IF MORE THUAtd 3 PLY'S ARE uSicD,CONVEGt NArLING,EXCEPT WHEN NarED. i SY tRl1&6 9NGdPR WALL OR ENLARGING OF EXISTINGSEG ENT,WITHIN? OF
o n�r •SPECFED NAILING REQUIRED FOR EACH OUTER PLY TO SHEATHING AS SPECIFIED. CONNECT TO EACH
ExSE S'`O-E� sT�'N�T�R�_p_�ti 3' JACK-ACING-STUD BLOCK ALL iNSUPPOR?ED USE-RI�V�ION OF HOLES NOT PERMITTED.
(2)?x(J•1 SYP TOP IE FASTEN HIES EVERY PLY IN ADDITION TO 2 PLY'S PANEL EDGES w/2x BLOCKING. 1RJ68 Mt3NBER UVl2) O O O of J a c h s o n v i j i e
TOGET1 ER w/(2)ROM.1331x3'NAILS• ASaErESL Y t CORNER STHDI4 AIT CURS NAILS
F'Oat ASSEMBLY.ROD• WALL(011L 2/ST'2) I t
STAGGERED,a/MR 24 LAPS a✓ (1)STHDt4/-RJ CONNECTOR•
-- -
�_ -. MIN.(II)J3bc3•NAILS IN EA LAP
CORNER MAY BE LOGATIOIN6. EfTHER
JACK-AGING-STUD ASSEMBLY-
INSTALLED .
--_C-'a5-. -_--- ----------- -------- ----, SPH4-b-8• DESIGN CENTER
MAX 32'o%•R-TO-STUDS- TO-f-OU DATION t.CORNER
��+/�������� INSTALLED TO I-[ MAY MAY OE TUBED AT
MULTIPLEC�Vl�ll�i TL i? E
v PLY POST CT ON a►DE aF CORDER POST NON-CIES WALL lD ,, HOLES PREDRILLED IN STNS
NOT I4EQ'D WHEN 08NG wooD�•tls POST ASSEMBLY-TO- I/STV LOCATIONS.
.,�F_�,0, LL, _ _ _ AURIS RODS PER DETAIL"TI !- gTtT TOS �' FOUNDATION.(MAY BE tD ' AT 4 LOCATIONS FOR WIRINGS. 6550 Roosevelt Blvd.
._ - r- ',v ,
_--- - !._- -- -.-- - s r, ADDITIONAL 1-VS"DIAMETER
c_r ------ 2x()4 SYP SHOE 11°w/l2)ROWS OF I.L.O.WOOD Tle RODE)
C-,,��' _c r•'.c$ ~�_'� J3bc3'•II'o/c,STAGGHQED. r -- --- _ --_ - NtERi!'E7�IATE SHEAR _ Jacksonville, FL 32244
r - - -- -- - - --
�_ LENGTH OF CSW STRAPPING w/MIP.(10)10d FASTETEI?8,PER SILL fe DOORCB)8FL4LL 1'JE COI,1T PER `- - - `` '-'----- HOLES MAY IBE DRILLED IHR.!
� � � O O O O
DETAIL AA3TI,RYP Tel 904.772-6100
i•�^va F"SGT p==� - - MIN "APA-OR TECO-RATED tKa .NTD EACH PLY OF GILL/HEAD(ER)EXTEND SHEAR GONECtOR ATTACHED TO WOOD STUDS AT ANY ELECTRICAL BUS 4w s ADDED
= u DECKINCs(24.0%OTUJRD-i-FLOOR)u✓ WORIZONTALLY ACROSS STUD A889 BLY 1 ` SCHEDULE ON S-SHEET(S), APPROPRIATE I IUL�T(PIE TRUSSES LocarlON MATCHING A HOLE Fax 904.317-2835
_• b'/b'o/c 10d NAILING i APPROVED BLOCKING,CONTINJOu6 TO CODER FILLING CONTINUOUS THROUGHOUT FRAMING MEMBERS AT ALL ROUND Fax HOLES.
(4)-13bc3'TOE-NAILS•EA TRUSS/ 1RJGTION ADHESIVE. ALL HOLES w/10d,(TYP-4 STRAPS• WALL.SEGMENT. IN ACCORDANCE '•MAY USE PA51 or-68 STRAPS 11.0)StHD's ! FOR TRUSSES•24"O/C MAX
RAFTER-TO-TOP E IN ADDITION TO - _ _ - - _ (2J2x BLOCIKING(TYP)_MATCH SIZE At STEM-WALL APPLICATIONS. ATTAUCH 10
HEADIER)t 4 STRAPS•SILLJ OF ADJACENT F1R.QMID1Cs WITH APPLICABLE w/!22)i6d a l26)UOd•• IN STEEL PANEL FLANGE
GOBI EGtOR(S)8F'EGIFED N SCHEDULE - --- -- MATCH SIZE.GRADE t --- --- -- -------- -- ------------- ------ - -- - - l8 ) MADRFACTLIRER'b ---- ------ ITH
--
oR ON PLOP. TYPICAL,AEI.SCRUBS QIJACH S TUD !lJOOD•Tie ANC�IORING RODav THIS DOCUMENT
A OF ALL 2�a �. - .. -�: INSTRUCTIONS t
s. coLUNwa DleEcrtoNa_ TRADITIONAL METAL COiVdElCTL.)i@B �, --,-'---� --;� ;; - PLACE SSW PANEL OVER o o GODtecTloN ASSOC
DOGUMENTS,uIS AN
RAFTER BEARNG POINT FLR STUD a/
BLOCCINYS IN RR SYS �-' i
HEADER PER STRUCTURAL PLAN H TYPICAL GARAGE DOOR OPEN_t .,1=RAMii�ICs DETAIL SEE seW atLl PLATE SERVICE FOR TEXCLUSIVE
- AND av lot RR-LL'VEL. � • THE ANCHOR BOLTS AND INS T
t0{si F STUDS(OR _ + r N t=T�iCsINES
AND SECURE WITH HEAVY
ATTACH 2nd FLR STUDS LR - '
-- -- - - - - B - - - --- -
i=JE.4ri8J■✓CSIb STRAPS C?8'•DEPTH OF FLR _ 8�D�- �_ � HEX NUTS.(PROVIDED)
T-- ---- r ------ 2nd FLooR USE AT THE PROJECTITLED
Stl NOT TO SCALE
SYS.IN LENGTH)•MAX.32"o%w/(R)10dADV, RVI 0
CENTERED ON FLR SYS„TYPICAL,INT.t EXT. p _-- - - --: _-- --- - ___---- --- -_-_ --.:_ ---
WALLS.NOT REQUIRED WHEN USING WOOD•Tle INTERMEDIATE FLOOR SYSTEM- N q - - -- --- ----- _ • SEE TYWALL PIPICAL WALL FASTEN FLOOR - FROM THIS DOCUMENTATHING-
DAND/OR
APPLICABLE TO MUL.Ti-8)TORtY P �. ; AT EXTERIOR DECIGS°LEDCsER 1-3/4 Wlokh Places: ;;
BUILDINGS ONLY. SEE PLAK LAYOUT, !TION(AASTI)FOIR� -- - x
ANCHIORING RODS PER DETAIL B/STi SHALL MATCH JOIST pEPTH.MIN Mhisun of(2)rows of t2d(3-1/4)Hells+tZ o% SE (PER A/attJ - ASSOCIATED ChOGLA"TENT$ MAY
N~ ® 2x8)AND BE ATTACHED TO Minlow of(3)rows of 12d(3-1/4)nalle•12 0%for'140 14•t ADDITIONAL SPECS t0 LATERAL GRACE
Y1 J NAIL THROUGH(24/0 SPM.INDEX)APA E,gCH Y,•o/c IMAX)VERT. ---- •NeTI.d eorr�.crttpr r.�trs an eddtttonel rdu of Hello Ii1w�net!stns ' W/(4)Od COMMON TOP PLATES
FASTEN EXT.WALL SHEATHING TO TOP e, l:]NKsIDERINfG FOR TYPE,■m 1 - - _ - - --_.- ---i NOT BE USED FOR OT R
OR AS5OCIATED DELEGATED � 9' fl O O O
SHOE R i RM or RIBBON W/PRESCRIBED ORIENTATION OF:MET•DERtb,BRACING, •. �? t RACED SHF�4IHNG INTO NO.2 SYP pRaMMG w/Y4"Ira.8D8-BCREWB- Is sa+all•r then specified above leen OJ28'X3'). 7-CRAC'E FASTENED TO 2x4 PLAN!ORIENTED NAILS (1JORlCCS)OR PROJECT(S)
'AGE NAILING■SIZE/SPACNCs- BLOCKING t INSTALLATIC)N DETAILS. E j • ' FRAMING WI 8d AT 3"OG.AT ALL EDGES 3"LONG P DIRECTLY ATTACHED •Neil from BOTH SDES of 3-ply worb•rs am W/-131x3'a 6"OIG- LATERAL.BRACES a 24• -
Y; AND INTO EACH PLY OF EACH DOUBLE TO FRAMING,3-Vl'LONG P W 3-111"Width Pieces A�IQ 4- ly 1-3/4'Width Plecas: t-1°lRACE t0 19E SAME O/C TOP AND 1°JOTTOM 2x4 DIACsONAL WITHOUT THE EXP('�ESv WRITTEN
INTERIOR PLATE,12.OAC:.ELSEWERE_
"'" pp
WITH 4"BRICK VENEER EXTERIOR W w ATTACHED TWROIX#1 BHTN'C� •Minin�un of(2)Nous of Ih'hexa•24"o%staggerecal�. SPECIES AND GRADE AS FASTEN TO FLOOR TR�UUSS - - BRACE a 24• - - _ - - PERMISSION OF THE PROJECT
FINISH.ADD CORRR@UGATED GAL V.191RJCK WE SCHEDULE FOR MtINIE LFi y' CUANTtTY OF SCREWS i,1■ TO BE BRACED. 3)lad COMMON - _ O/G,
TYPICAL SiMPSON SSW ENCGIN££R IDENTIFIED BELOW.
FOR OTPER IJPLP?HI4RDW,4RE AND LL� TOE-NAILS_ BRACES TO DIAGONAL
TIES•241o/c HORZ t 16'0%VERT. UL6ALL STUD SIZE,GRADE. �x8 LOG (6)SCREWS " SIZE OF MEMBERR,48
CI TESL u o i core�crloNe,SEE TYPICAL WALL - 2x STUDS SPEC BY EXTEND INTO FLOOR BRACE To " i�Ev DESCRIPTION
SHTN�Cs TiO WALL STUDS. METED tNR1 r.: ., * ', I
BFaCK SECTION AND TYPICAL HEADER XIII LDCaR [8)SCREWS PER TABLE Q / pEa1GN INN SY81pJN(i)BAY_ LATERAL
PLACE SSW PANEL OVER
FRAMING DETAIL
LATERA.BRACE BRACE WI/(3) SHIMS EXCEEDING l/8 THE ANCHOR BOLTS AND
Pt 2xl)•.t SYP SHOE IE SPH4-6-m• (2)2W)HEAD - ;:,.- Dt4) % LOCATION ON BOTTOM Rn, lad Cdti•ICDt SEE DETAIL 10
MAX 32'0%+l-TO-STUDS-NG7r AT DOUBLE INTERIOR •2 5YP LEDGER FASTENED TO CHORD TO MATCH NAILS AT HEXENUTS.
WI(P1 VIDDED) '+3W THICK THICK(MNJ(24/0 SPAN INDEX)APA- REC01REp WHEN LJSIDYs WOOD•tlls i A SILL SiLLB/PLATES/BLOCKING,NAIL FIRST ii(MAX)STUDS■✓131x3' i BRACE LOCATION oN E' H END ATTACH T - -
OR TECO-RATED WALL SHEATHING •
D PANEL t�f#S ANCHORING RODS PER DETAIL,"TI. PLATE TO SECOND PLATE tU/(2)ROM GUN NAILS EA STUD c
top CHORD. O TOP
WiTH S05 SCREWS
BLOCK ALL INBUPPIORTE 12d COMMONS AT 8"O.C_ (TRUSS-TO-LEDGER COINNEGTOR i ! I 2
w/2x BLOCKING_ HORIZONTAL SPECIFIED BY TRUSS ENGINEER) '- '' (PROVIDED)
APPLICATION RREO'D w/STUCCO EXT. _.--
N fE1RMEDIATE
SIDE PANEL HEIGHT TO FLOOR SYSTEM 3
FINISH••EXCEPT••WHEN USING�"THICK WIDTH REQUIREMENTS TRUES LEDGER 1 It?�I�S'I�r"u (RVs PER TRUSS) 4 _
SPAN-RATING(P?IN)OE1B or S-ply INTEtZMEC�IATE h(ft) MM.w - • ® - ® ----•�.�
Vella X 1 EMBEDMENT SHEAR FASTENERS, � CEILING LINE -- - 4
PLYWOOD PANELS. E SH A T ALL CAST-IN-PLACE J BOLTS OR 15 dia �+ PER&LLL It sweAR ' RV•t?4?-1o62�xII wlrII)PIaLa•E,acH ani. CO IECTiON OF 1'1Uj„rTIPLE ' TRl�sa WEB REQuiRNG BRAcrNG $$�U TOP LATE G:ONt�tEGTiON
EXTERIOR WAIL!S SEE SHEATHING NAILING •" 1' 2'-I RVs 111-II41�x8 u✓l8J NAILS•EACH STUD.
SCHEDULE FOR NAILING PATTER X b'1�BeDMroNr EPDX1Ep E CON■CT . 6' 1'-8 V2 J `"' ��' IL PLATE CONNECTION
ALL-THREAD 1®008■,/3'x31'�d(i• �, sGlEvut E oN s' 11-51, I LEDCIER DETAIL " gTt PLY OF a.S,CL BEAMS U�1.0. HEAw HEX Nut
MONOLITHIC-STYLE FOUNDATI WAbFER6•24 o/d, SEE STILL R ! -3FEET( 4' 1'2 V2• +L l! i
SHEAR CONNECTOR BCHECXJLE ON s STI p1 ,,, N ,+ •5
GWOJK am SHEET ST2 FOR � � �`' �^-�JJJ//////-��JJJ.�����_�1�� - - (M�1►
s-SHEEt(s)WHEN u&ING WO+oI•T1e NOT TO SCALE Nt7f'TO eC4I.E FI F1�rNs� FIXED IN PLACE RESAie Y t3E
APPROVED FouN�>AtiaN ; _-_ --_- - - _ --_. --_- =_- ;+- _ _ - __ __- ____ _ € - -- - - -- - -- FOR ALL SSWA13 AB 5 FOUNDATION REBAR)
TYF'ES/STYLEB. j� TRUSS ON PARALLEL END WALL �
A TYPICAL ONE- TWO-STORY WALL DETAIL �� 3 �` ROOFAFLOOR " SHOWN NFORCLFatrTY_) 96E
ON S
(U HITt22 TO ATR(TYP) TRAMS
STl NOT TO SCALE HEtCsHIT-LM17ED APPL.IGATIONS MAY RDOFAI_OOR 4 4 POst.NOF C3)4 E6PAF 2xCO gE ILD Z■ - „ 11 Zu
USE,ILO.EAS}HTT22,(1)PHDb OR(2)
- - - PHD2's_IF PI-102's ARE USED,MATCH BHEATHiDIGG i=�=-- _ __- - CORNERS DIRECTLY BI WAN Z 4
-- - - --- -- --- ---- -- -- --- --- - - T ( SECT
„
FOOTING SEE CYNICAL WALL ION) BEAM ttJ1•EN 6x6 iS REGYD. -
,, HTTIb ATR SPECS. F OVER lot R_OOR ,: _-_--- -
---------- ---- ...- --- -- - ------- -- ------ ...- BEAN,STRAP TO BEA'.w!(3)M5TA24'a
2X4 Q SPF LEDGER L ~, I j .ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BE TER UJNO.WTM
(3ply END POSTS REQUIRED)- w!(4)131 X 3'TO EPO t ALL
T Vl'®!"EF.D 2-bHOULD A SCENARIO ARISE T14AT DOES NOT RESEMBLE THOSE INDICATED ABOVE,IMMEDIATELY CONTACT THE E1431 EER OF RECORD FOR
LOW-CARBON STEEL Put FOR 14"f3 - ;`' ROOF SYSTEM- EACH INTERSECTING C3)J3bc3• ---------------- --- • :' APPI®OPRIATE GRACING DETAILS. s 4
SPECIAL
����� }�•� EPDXIED ALL 1'IIREArD
R(MAY BE
ATR ABOVE ROUND T�]NDER' �� CONNECTED TO E - SPECIAL SI-{EAi�WALL DET,41L TRUSS NICKER- NAILS•EACH _--- __''` - SHOWN ON STRUCTURd&PLAN. 3.BRACING..tJf'BER SHALL INTERSECT TO WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS de FOUNDAS
ATION ON REBARJ d6
Wa6HIER ABOVE 3'x3'x+1�4• _- WALL PER STI NOT TO SCALE
USE tt1-E1U BOTTOM T'R,BS OR DETAILS PRODUCED BY THE TRUSS EIIGINIEER
SLOTTED STEEL WASE ER ROD to f• STR�{RAL CHORDS ON LEDGER TO :,.; i 4.ALL FASTENERS SHIOLLN ARE 131x3 NAiLS. -
PJE POSITIONED 80 THAT SQIJa11RE_=' ,- - DETAILS. DIFFERENT HEIGHTS per, -- I 3-SINGLE TRUSS ORACZ METHOD MAY BE I16ED TO REPLACE i C4NTMIOU8 LATERAL BRACE REQUII�ENT.WASHER CAN BE TOTALLY r ON OPPOSITE BEAM-STRAP R'ERR DVSTI LION b.REFER TO BCSI i-a3 FOR ADDITIONAL PEIQMIMEMT TMJ86 BRi1CING IN#ORMATIONI - - - -.`- BOLT
AN
SSUlAB ANCHOR
SUPPORTED BY TOP E. SIDES OF WALL 146•A.PA.OR TECO IR4TED -
ADDITIONAL Row OF ed --- - - --- -- - --- -_.- _ _ _ - - -_ -. .o//c as Jembedment wchedule
i
NAILS•b"o%TO -- (4)J3tx3"TOENAILS NAILING -4 SiDEB i; R
t F A I MIN.
2x4 n SPF BLOCKING+ .EACH BLOCKING STI NOT TO eC•41.E Wan Model 25aa t
DOUBLE a -EXT.WALLS b, " ;
5
4
24' OAC. REDUCE
70 TOP PLATE OF
i
� � s
ONLY(STAGGER NAILS _: "- ... � -=_ ': FROM EDGE OF '� ���,� F ds F F
BETWEEN ROM). � M'� SHEATHNGA006T SPACING t0 l6"o%FOR EXTERIOR WALL.
t,
*ATM MAXIMUM OUT-OF-PLUMB SW2 ADD fZ o%FOR SW. _ _-- --_ -- _ - (MINI (MIND T? UJetl la t5
•INDEX•6MATHNG I/2' --- -- - - - - t'MINJ
TOLERANCE=Yi PER FOOT OR 2•PER - --- - - - i 15,Well f?" 18'
FROM 1 BOTTOM MATE TO ACSH10EE MIN.1 `' YP
-- _ _ - ---_.-- _-- _ ,_ _- 'PEAK GABLE To U44EN THE OTHEE.4YE OR BEAT OF AL.DISTANCE FROM THE 2Y4 n 6GSooKERB-24 0%UV
t FLOOR LEVEL-W HICHEVER 16 L.ES& ;t ■ ■
IB•Wali 14' 21° w
OVERLAP ONTO DOUBLE EXTERIOR WALL, THE TRUSS IS LE86 THAN THE MINIMUM (1)W5*EACH OUTLOOKER TO TOP SECTION 210 Wan S. 23" ELEVATiON
PLATE+TOP of WALL. wotowr,.Poo SW(TYPE) '; -CENTER-SPACING INDICATED FOR THE C 40FO OF GABLE TRuaa OR END .
-f MN J(s'THICK(?4/0 SPAN RUDE)()APA-OR BUILT-UP OR BOXED COLUMN MAY i':• 'X'-BRACING,A SINGI-E'X"-BRACE AT THE WALL TOP 1@
24"Well IS' FOR
TL
TECO-RATED WALL SHEATHING AttACHEI TO --- DETAIL t0 BE FOLLOWED AT ALL LOCATIONS WHERE BE USED M LIEU OF 4x4 OR 6x6. i PEAK MAY BE USED AND THE 01FER - 16.2 24",•ib'o%W/ SEE FOUNDATION PLAN FOR
MINI.(1)ROW OF 8d NAILS+ FRAMING 1"WMR6 1 BLOCKING PER TABLE EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. (OFF-PEAU 1X1-BRACE6 MAY 1'5E OMITTED AT (2)H6•EACH OUTLOOKER TO TOP ArKsllot Bolt General Notes iQECURREI FOOTIPIGIPAD SIZES
6"o/c TO TOP IE -EXT- BELOW.BLOCK ALL UNSUPPORTED PANM L BOXED GOLLR"t�l DETAIL_ ' THE CONTRACTOR'S DISCRETIODL•• CHORD OF GABLE TRUSS OR END 1.Anchor bolts shell be high strength ASTM A4413 or ectulvalent-Nuts ahell be heavy hex ASTM A863 Gradas DH.
WAL.LS ONLY. APPLY EDGES UV MIN.2x4 BLOCKING- K I T ( !: °vT) NOT TO SCALE WALL TOP Ie
IS= I'I FASTEN ALL ROOF SHEA FAS ALL ROOF SHEATHING 2.Anchor bolts for 12'wallSHEAR WALL NAILING shall be�'4"diameter. All other anchor bolts shall be t"diattteter.
PER F/S WHERE REQUIRED. - ____ - __ 2p1y MI.STUD END POST(PER 1; I ?x4 CLOCKING At ALL ROOF tOHALL IN ,-®*OF GABLESUPPORTS w/Ed SILL BUPPpFCig w/8d
STRUCTURAL PLAN)a EACH END STt
' SHEATHING PANEL EDGES -OR" SSW ANCHORAGE AND EMBEDMENT SCHEDULE
l 4 � OF
r
bHEAIi-WALL UINW_SEE DETAIL D S •
■
DL41 4 0% •
TI' LS
i 4 /
t NAILS o c
IN INI WITHIN 4-0'OF GABLE WALL_ 2x�1 SYP 13LICN'Cs BTLLN
:
Att - -- -- --- - -- - -- ------- ------------------ --- ---------- ------- --
iu►t8 tti ooR FOR ACHMETIT OF POST PLY'S. ---- - -- ------------- --------------------- -- ------ --- ---- - --_ - _-- --_ kA
- -- -
( i
LOW-CARISCI N S1EEL I` 6YatEM APFt.tC.t111" i I - - --- - --- -- - T - y^ r� :T - 6 M
i couR■I.ER w/MIN%• Tori•.n.�* - - -�-- -- vl•wDOD•r1. �, yoolcERs 13bc3 :�' V SIMPSON STROW-WALL DETAILS
aRr
conal D j' eu�cl+se GKl U t ---------- ------ ---- 1 �;=' T CHORD or TOP! i { Li
- -
O ,
l3) TOE-tNAilb rl',�
5-Vl•MAX I • �`
i i {
( i
ENGAGEMENT FIZORN - - �!- - - HEADER PER STFILZ LW_ I / ■ ! .1 2x4 BLOCKING AT ALL ROOF STI NOT TO eGAi.E
I CLOCKING-TO-TRUSS DROPPED 1-3-4)TOP CHORD
EACH U100D•Tle }( , i KING-STUD ASaFJMBLY PLAN OR TRUSS LAYpR f Ai I ; SHEATHING PADIEL EDGED (SEE 6#110 WIN CATALOG FM ADDIUMAL �OR!'1ATIM - - _
i I
ROD.!OPTIONAL, '2 SYP DCL --------- - - - TOP BEGIRD. „s�'f i 2x'L'OR'T'BRACING ON VEIRTIC,4L.! j OF GABLE MALL.; - - _-_ -_ _--AT OPENINGS MAY TOP E - -- -- - - - -LOCATE AS ASREQ'D) i! -- - --- - - -- - - - - - -- --- - - --- -------- - --- --- - -
WOOD•Tis RODS-14'd1a• i! SERVE AS END POSTS - - _- - -- - :- -- -- -- 2 4 SYP ,., WEBS AS eMCV BY TRUSS • WITHIN 4'-a' {
il
AT SHEAR WALL ENDS
- - -- - ENIGIN EM MN.2x4•1 SPF•MAX. " (3)J3bc3 TOE-NAILS
•
TM
- -- - - - 4.0 1x3•PIA i•or
RODS('ATR")LOCATED AT 3)Z�:ou �IVENTIAL OVERFR,4MfNC� CONSTRUCTION NOTES
A3�1 THREADED STEEL --� � ��
2 /c W/J3 ILS• c FROM ; OIUTLCOKER-TO-TiR1J68 TG
INSTALL DBL 2x -- - l2]16rA24 WKSAO�ct!/ • :,Y•i BRACNG TO uEB.ABSENT OF 1
CORNERS,EACH SIDE OF ; HOLD-DOUINI AT EACH " BLOCKING IN -- -- --= EACH END of EAc�+ ! T -NAILS PER END. a SPEus)ON TRUSS E,NiG REI to 2x 4 EYP DOUBLE TOP le ASSEMBLY RAFTERS - USE 2x6 42 8YP/3PF RAFTERS a 24"O/C ATTACHED TO RIDGE E VALLEY NAILER w!(3).131x3"TOENA1tL9.
OP9NING8 L.AIRGER THAN 6, END OF SHEAR-WALL_. 5-� FIRST TWO STUD ----- -- BEAM TO POST. i :`."' "EXT.WUALL STUD SCHED.•ON -SLOPE To MATCH ROOF PITCH. VALLEY NAILER- USE ONE 512E LARGER THAN RAFTERS AND ATTACH TO ALL INTERSEGTINCG TRUSS TOP CHORDS W/(4) 131x3"NAILS_
'INDEX'SHEATHING:III"IaR011 C: NATE AND 6 0%C15cT.W41.!-S)or NTERi"EDiATE SWEAR
BOTTOM OF SHOE PLATE FOR SILL PLATE 4'o/c LINT.WALLS) FASTENERS,PER DETAIL PER ASSOCIATED TABLE.
STRLiG11JRA1 DRAWINGS,USING LLES "
-- SPACES.tNATCH 2x4 4 'X'BRACING LOCA 1 SPACE
EQOALL'�EACH WAY AS SHOWN BELOLLU EXTEND'x• - 5?! RAFTER CRIPPLES - 2x4 R SPF CRIPPLES e 4'0/C(MAX HEIGHT . 6-3•). '�
THEREAFTER SEE DETAIL A/ST1 TABLE,TYP. ADJA R „ ;; LENCsTELHEiGHfT ILO.f8 HEKaHT. 2x bTtJDB GONTRLJOtiB FROh1 FLOOR „
MOISTURE PROTECTION AND TO SHEAR %BEAM BRACES INWARD MINI 8'FROM GABLE WALL AND DOUBLE AND/OR TRIPLE"L's/T's"AS SYSTEM TO UNDERRSiDE OF DBI_TOP i RIDGE CRIPPLES - 2x4 01 SPF•2 O/C(MAX NEiGHT = 6-3 •).
,�-----_--- -- -- ATTACH TO 2x4 VERT•HID-POEUT u✓l3)J3bc3 • " "
CREATE MIN.P OVERLAP ONTO i.9 CONNECTORS- F/Stl FOR USE AT ENDO OF S4ZE J RECURRED To MAINTAIN MAX o!c M ASSEMBLY!•OJTLOOKEIRS) SEE tF 1x4 T-BRACE !S ATTACHED TO CRIPPLE w/-131x3"NAILS•4 O/C(MAX HEIGHT 9-im).
DOUBLE PLATE•TOP OF 3 SEE TABLE SHEAR WALL SEGMENTS. - - - SPECIlI:$FROM Tp'VYRU de NAILS I"EA SIDE OF'X'BRACING MIP.(3) ;;�,1' SPACNG WHEN WEBS EXCEED STRUCTURAL PLAN. •1F 2x4 T-BRACE 15 ATTACHED TO CRIPPLE W/.131x3"NAILS a 4"O/G(MAX I-IEIsNt = It'-2"� W
FOR PT■1 SYP 4x4 POESY EVENLY SPACED 1X1 BRACES PER GAME ENP. i:: SPACING SHOWN ON SCHEDULE_
WALL OUT, FACE OF ;:f STUD SpeDW.E. tt ?�`t 1 _ " F P CRIPPLE DOES NOT BEAR DIRECTL`r
SHEATHING TO BE RUSH'WI r'� APPROVED i -COLLSINS TALLER THAN la' MAX X BRtACE SPACINGm "
F INTERMEDIATE SHEAR FASTtBERB PER a1LL!P < PITCH-8'-a"o/e '., DROPPED-TOP CHORD GABLE TRUSS TOP CHCD ADD Ci)2x4•2 SPF BLOCK BETWEEN TiQ11S8 TOP CHORDS ATTAGi-!ED w/(3)
SLAB EDGE - ,48TETEERB OR THOSE SUPPOPWNG :' ; ENGINEERED ROOF TRUSSES Qg 131x3 TOE-NAILS TO EACH TRU38 IOP CHORD. "
k_._
..
_. ADD BPACNCG. I i i SHEAR GODINEtOR BGHEGl1l.E oDl S-SHEET(a) In'dia. (s)MSTIL30 LUK24)l0d I; i - .�i �:js':�' ib<76 PITCH.-b'-a°o% \'� -. ':.:3� ROOF TRUSS cG+NVENT1otNA.RAFTER6iJolat. ATTACH GRiPPLES TO RAFTER OR RiDGE w/(3).131x3 NAILS AND TO TRL158 TOP CHORD OR BLOCKING w/(3).t'3bc3 TOENAILS.
` -------------- ---- - - - -- - --- - - ------- ROD tUT.O 4'-0"0% - IN.2x8 rl SYP/SPF RiDGE(RIDGE TO BE ONE SiZE LARGER THAN OVER'FRAMED RAFTERS).
ENIGINEERED UIDOlD PIEODUGt
WOOD T1s i NAILS NAILED TO PLATES I' 116E PT•1 8YP ixii POST. PITCH- RIDGE USE M
ice'_ - ! ON (UN-0.ON STRUCTURAL PLAIN) i •THICK MIiVJ APA-OR r i r r
--. _.-- s ADD BLOCKING, INSIDE TTECO-RATED WALL SHEATWING NAIL RIDGE ENDS TO COMMON TRUSS a ONE END AND TRUES TOP GHIORD OR l3LOGKtNG(SEE AB01/E)AT OPP051TE END w/!3I-13hc3"TOENAILS.
jRDTN L MIL GOPNEGTORB IIIQOD Tts ANCHOR�1Cs RODS FACE OF WALL i _.I
• H- _ -- SWEAR-WALL MATCH NAIL 612E/SPACING =':------,_,-i i--_.-- _ - ,,__ .-. --.-.-- MG w/PROPERLY ATTACHED APA OR TECO RATED BHEAT'HING PER DETAIL A/STi.
SIM1°8oN AT (ACRYLIC Z m EXTRA ROD REQ FOR HOLO DOWV CHORD BE
TIE)2-PARI EPDXY, __
!IL _l FOUNDATION-
'' IN ADDITION To ANY RODS USED FOR UPLIFT_ � ;! �; `�, �! SEE TRUSS DETAIL "YALCONYF100S i"BELOW
SET)FOR VISUAL PRESENTATION.
DESIGNATED FOR WALL BELOW
i �=_:E � � � - ---- � GAB1..E. BLOCK AEI.PANEL -_____ _---__----- __ _-_ _ -__--------:-____-_______=-___=-__------------------- -- ------- ---- -. -.
INSTALLED FIER Q U MONOLITHIC-STYLE LA - - ---- -------___----__---------- _ --- - -_-__._�_._
iNANUFACitRER'S FOUNDATION 8HIG11W ?i w/(3)13bc3'NAILS INTO EACH MATCH EDGE NAILING MATCH EDC#NAILING
W POST TO SLAB CCJNIECTION ?x4'2 SYP LATERAL BRACING EDGER.
I IBIRJCTION6- ' TRIJ88 COTTON GH01RD. ••BALLOON FR4MIRVG MAY BE USED WITH ;! PATTERN FOR ,r=_ -- PATTERN FOR ---------F�-
FOR 8d COMMON HOLD-DOUNS-EACH END OF EACH SHEAR-WALL SEGMENT WIN Ad144 OR AtB!!6b W/CII) 1 I awe ATT YP CATs••
.I SHEET 8T2 FOR ABOVE 16d 1 ATR OR!1)HUTTI6 1 ATR MATCH SPACING 1 LOCATION CONECT END OF LATERA..BRACE ?x•T SYP CONTINUOUS L`..
UU O ----`--
APPROVED SHEAR-WALL NAIL TOP VIBU atF OF ADJACENT'7t'BRACING. TO BOTTOM CHORD OF GABLE F.II�B ROOF TRUSSES OR GONVE1rrIOiVA1. SPECIFIED SW �N FROMi TOP 1R aF SPECIFIED SW _ !i TOP tE'S WY( nd o
DESIGNATION CHORD OF INDICATED
FOUNDATION SPACINGS -FLOOR eNE�►R-uIAI.LB 1hd-tiPOR 8►EAR-ul4l La �,�J I TRaJ58 wI l2)H2S's,H6's OR EQ FRAMING N EITHER R APPL.IGATION tll�><LL (BFJ.OW)At SHEAR-WALL t0 !BELOW)AT I I CGM MON NAILS t U.
tYf'ES/STYLES. 1 FRANNGY BE CONTINUOUS FROM THE SHEATHING TO TOP ADJACENT,PARALLEL SHEATHING TO TOP ATTACH TO EACH
i-_OoFt BELOW t0 TOP PLATES MMEDiATELY;! CHORD OF INDICATED ■ [` ADJACENT TRUSS UV
Q PANF1_ PANEL TRADITIONAL WIOOD•Tis TRADITIONAL WOOD•Te ;
2x STUDS CONTRNKJOIJa FROM AttAGH BOTTOM CHORD OF TRUSS.ADD 131 x 3 NAILS
EDGES FIF1D HARDwNlE 14�Da H14RDu41RE ImDB ADJACENT,AND CONNECTED TO,TO THE TRZlU88 COINNECTION ?RRUbb CONNEGtiON i (3)lad COMMON
FLOOR SYSTEM to BOTTOM GABLE TRIM TO TOP E I°I�N1 TRUSS BC TO 2x
FASTEN STUD PLY'S CHORD OF"BLE TiRI:IFis. SEE A88EMMY Ir/131x31 TOENAILS• UNpERR81DE OF THE OUTLOOKER�S ABOVE. E AND FROM 2x TO TOP e- i! TOE-NAII.6 O
$(jJ WALL SEGMfENTS 2 t5' WALL.SEGMENTS> (2)G81t3'e ACR086 WALL BEGMEMB> ` STRUCTURAL PLAN. b'olc t EiTHER MSTA12 STRAPS• A GABLE 1T4IJS6 la USED,IT 1�Y BE APPLIED MATCH EDGE NAILING !
MM 2'EDGE ENGLCEJED b'D/c 1?'O/G L.OP1C> NONE REQ D. WALL F'LONG-NONE FLOOR SYSTEM 1 TO 15'LOPING NONE DETAIL D-8TL + - j a j 48.0/G OR LTP4 PLACES•32'O/a i
TOGETH M PER -- TO THE MOE OF THE WALL STUDS AND THE +, PATTERN FOR SPECIFIED �!
DISTANCE SEGMENTS<16'LONG:(1) REOV. WALL HEADER OR STUD REQ'D. WALL f B.G.ATTACHED TO EACH STUD WITH(30 131 X SHEAR-WALL_2x MAT k
` 3"At
THE T,C-TO THE TOP PLATES w/131 X EDICa T1E1B8 =-- -_. ENG TRUSS - ENG.TRUSS
HTT16 OR lU PIVD2 BEGNENTS<Ifi' COLUMN BELOW w/lot SEGMENTS<15' r • MATCH OR EXCEED
[ALLYb'o% 8'0% LONG (t)n'dta FLOOR HOLD-DOWN LONG-(IJXj■Iia _ _ _ J
OMP WIOOD•Tla ROD AT BASE 1000D•Tte ROD "!1 31•4.0%N(2)STAGGERED ROWS.•• LED1C■14T OF SI4EAR-WALL.
••BOTTOM CHORD OF GADi.E TRUSS MAY DE
_ SHEAR LW1LL CONSTRUCT 81 EAR-W4L.L-COhIBTRUCT
FOOrtNs(SE'E FLAT,SLOPED,OR COMBINATION THEREOF. IN
_ ____ P)at is 1 T PER SPECIFICATION.
SWIZ (1)HTT16 OR(U PHD2 !I))S■Ila (2)CStb'e►ACR086 CI))<j"dte -- PLANA - -- >32'PROM FASCIA EITHER OR BOTH BIDES) EITHER OR BOM 6IDE(6)
- - -WE SILL E SHEAR CONNECTOR SCHEDULE ON ;. ENCI OSED 4'olc lYole W0OD•Tie ROD FLOOR SYSTEM TO WOOD"Tie ROD - - - F S " t C BEALL T CONTINUOUS PI®ON1 FLOOR DILOW TO COAIRD,BOUCLE 1st MAY CE SHEAT.-ED. EDGE OF 2x PEED MAY BE SHEAT.-ED.
S-SHEET(S)FOR SILL RE-TO-FOJ DATICN HEADER OR STUD TOP PLATES IMMEDIATELY ADJACENT,AND A -- OUTLOOKER ONLY. NOT BE FLUSH WiT14
CONNECTED TO,BOTTOM CHORD ABOVE EDGE OF TOP E.
ACHIORACaE WHEN U6MCs WOOD•Tle ROM. I COL BELOW w/16t i `� -'
ARTLALL 4'0% e•o% FLOOR HOLD-DOUiI T 4 THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTAGHiW THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING
LOSEO At BASE N
A SHEAR-WALL 10 A HORIZONTAL(ROOF OR FLOOR) A SHEAR-WALL TO A HORIZONTAL(ROOF OR FLOOR) W
sWl (1)H1722 OR(1)PHD6 (1)sJ(H'dla WOOD•Tie (3)G816'4e ACROSS (1)Wdla WOOD•Tte M CHANGE IN PLATE HE ICsHT sTt FRAMMI DETAIL UNTO. DIAPHRAGM VIA AN EINGINEERED TRUSS,AND MAY BE USED ILO_ DIAFIWI RAGM VIA AN ENGINEERED TRUSS,AND MAY BE USED 11-0 U.
FRAMING THE SHEAR-WALL CONITMUO IS TO THE UNDERSIDE OF FRAMING THE SHEAR-WALL_CONTMOUa TO THE U DER6IDE OF
ROD(MATCH HTT22 FLOOR SYSTEM TO ROD gTt NOT TO SCALE NOT TO SCALE - THE HORIZONTAL St EATHNG.THIS DETAIL IS NOT APPLiCASLE THE HORIZONTAL SHEATHNG_THIS DETAIL B ret APPLICABLE
E
t�N►cLOSED 3 0% o% EMWDIEDGE DIST) (MATCH HTT22 TYPICAL GABLE END FRA 11NCs DETAIL - UN�l.O.
HEADER OR STUD
WHEN ROOF P11"MING Is LWJ>
W/3"x3`W4 COL.BELOW w/let EMBEDJEDGE DIST _--- _-- -_- _ ------ ____-- -._--- I NOT TO SCALE WHEN,�NIyENITkXQ L SQZ FRAMING 18 USED,
FLooR HOLD-DOWN w/3'x3'xY4 STI
ARTIALLIIIA�IEB AT BASE FOR ADDITIONAL INFORMATION ADD SEE TRUSS ENCNG
LOBED 3.0/0 8.0% TiON "1
WASHER DETAILS ON CONSTRUCTING A GYMW DETAILS FOR MADdM M o/c
B # qq
-TAILS
CLJVG DI,4PHIR/4G■M,IREFER 70 lRE1•ORT SPACINGS OF BR/WGNG. - - - _-.- -- - _-- _- - --- /Y'�Jp
O T 1 TA( IN II ATI - - -- - -- - - - -- NTEMOR SWEAR-WALI.S FILMING PARALLEL TO TRUSS ABOVE INTERIOR SWEAR- TO TRLJ88 ABOVE
W D e DE L SPEC C IONS •. EXTEND HEADER TO KUNG STID ----------------
iGC ESR 1338 t OR 1x46"GYPSUM - --- - - - -..-_-. - -- --- ------- -------- -... ------- --- ---- ---- ----------- -------- ------
-----
_STI NOT TO ecA4x BOARD NTERJOR t EXTERIOR SEE HJJ3.191 and BGBI 1-03 1`
1)WARDIE-PANEL OR LP SMART SIDING IS AN ALLOWABLE ALTERNATIVE TO THE SPECIFIED Ya"THICK APA OR TECO-RATED WALL ALL UNDER-EAVES(SOFFIT)to AP}'LIGATIONS". rrloNAt I j MATCH EDCaE NAILING tJ
BE I:1THE6 VINYL SOFFIT UIOOD TRUSS WANDLNGj
•� KING STUDS PER STRLGT►>iRAI
-------_-- --------------------------------------------------------------- - -._-.- - --- ---------j; SHEATHING ONLY iF IDEI'NTPIED AS SUCH ON THE STFILCT►RAL PLAN. , -- --- --- - --- ---- --
MATERIAL,RATED t INSTALLED INSTALLATION AND ORA4CINIG PATTERN FOR - .� - - - - i ROOF/FLOOR SHEATHING
--- -- - - - ------- ---- - ---- -- ----- ---------------- ------------ - -------- --- ---------,: ! PLAN EMEND ONE KING TO TOP
2)OPENINGS ANDAOR FI TRATIANS GREATER!THAN 12'x)2 ALLOWABLE ONLY P IDENTIFIED AS SUCH ON THE STRUCTURAL PLAN. j SPEC IED SW 2x4•1 SYP NAILER t0 ;
: FOR THE APPLICABLE DESIGN DETAILS 1 NSTRUCTIOi IB OF HEADER INSTALL Ri6"tANNGr BOTTOM CHORD OF TRUSS
2x 41 SPF BLOCKING,AS RECD FOR RADuBED-TOP 3)TOP E SPLICES IN SWI t SWM DESiGN ATED SHEAR-WALLS SHALL BE MiN.48'LONG w/ MIN.(24)EVENLY-SPACED 10d NAILS_ HEADER PER STRUCTURAL PLANE - (BELOW)AT
PRESSURES FOR THE SPECIFIC "' KING STUDS AS JACK STUDS AND W!IOd CCx A10NI•3"o/G
„ WINDOWS,w/(2)J31x3 TOE-NALS PER END. 4)AT LOCATIONS WHERE MIN.SPECIFIED TOP It OVERLAP IS NOT ACHIEVED,ADD(2)M1STA24's (GIDE EACH SIDE OF IV CENTERED ON: � - 1 SHEATHING t0 TOP � PROVIDE FW L-DEPTH
MIP.el(s THICK WALL SHEATHING APPL1GAtION,Q$alb THICK N4 SYP CONT.IUOUS B6RAICNG STRAP EACH JACK TO HEADER 1' C� �• Uj
OR STRUCTURAL SHEET-SIDING HEADER,ADJACENT TO
EACH SPLICE BARS ADAMS READ THIS NOTE ADb GALLED BFS-FL DBGN GTR t0 CLAM A tla0 GIFT CIBRTF. (MIDI.)APA-OR TECO-RATED w/(2)10d TO EACH TRZ*& i' ON UNSHEATHED SIDE w/Cl) --- CHIORD OF INDICATED M 360 THICK(MINI)(24/a BLOCKING BETWEEN
W/lU ROW OF ed NAILS+3"0% 5)SECOND-FLOOR SWEAR-WALLS LOCATED ABOVE CMLI WALLS SHALL USE HOLD-DOWNS SPECIFIED FOR FIRST-FLOOR - - ---. TRUSS CONNECTION. JOiST/TRUSSES ABOVE I*
TOP e-PER GALL OUT GFW-6-b CONNECTOR& SHEATHING w/6/b o% � DO NOT SPLICE-OVER AP � MSTA24 PER PLY. SPAN INDEX)APA-OR
BHEAR-WALLS WITH MINIMUM ATR EMBEDMENTS(INTO LINTEL OR TE-BEAM)INCREASED TO 12"FOR)Vdta AND 15"FOR'li"dta RODE. TECO-RATED WALL STORY SHEAR-WALLS
AT TOP OF SNMYs!N TO TOP ON STRUGILRAL PLAID. •TOP,e-TO-HEADER• bd NAILINSk CLOCK ALL _ JOINTS MP.CT)TRUdSEiB I
M' • 61 AT LOCATIONS WHERE AN NTEMOR WALL IS DESIGNATED AS A GMAR-WALL,THE WALL MUST BE cONEc`TED TO THE DIAPHRAM ? CNG w/3'o/e ed ATTACH SHEATHMG TO
tE)AND AT BOTTOM OF°.d4T1NYs MAX.32 o%. i ----------- -- --.--.-- --..----- =>. FASTEN TOP PLATE Y6•MR. BLOCKING w/8d NAILS•
(IN TO HID} NO ADDITIONAL ABOVE RE1:ER TO DETAIL W/811 FOR OPTIONS_ UPIBlJPPORTED PANEL EDGE ,BRACED WALLS j TTIACH ;+ TO HEADER IW C2) E 7 6.0%AND BLOCKINGS TO '
SHEATH
two
1=0R i STORY �./-NAILING BLOCK ALL DESIGN RlU/1"iD>4/M
e-TO-HEADER CONNECTORS ------------ 24 MN FOR 2 STORY ATTACH SHEATHING -- UNS ORT PANEL /_/ /:z/�/ / /_/ f./
tREQ'D■✓TRUSS UPLIFTS ( I` ROWS OF 16d NAILS+ FASTEN SHEATWING TO HEADER tW -- _
1000!FOR W161-ER UPLIFTS USE 131x3"TOE-OR F TYP{CAL SHEAR-WALL ASSEMBLY BETA{L 1 ■° +; 1 TO"LER a W�8d EDGES w/sx BLoaurNG ----- D 'ART i"1DA�
CONNECTIONS AS SPEGtFED ON BD-DWIl.B•KING-STUD 1"/1"0%5d COOLER I 3.0%(TVP). Sd NAILS IN/c GRID PATTERN AS TOE NAILS•4"O/IO N l2)
STRUCTURAL PLAN --- -- - TO HEADER KIN HDR STI NOT TO SCALE . ;! aHIouID1 t 3 0%INTO ALL FRAMING COMMON 3 o/a STAGGERD ROLII6. --T ----
i` t BLOCKING SHEAR-wALt -CONS
-- - - - -
r'Er Bale, coca ICN tRucT
NAILS OR X16,1 1s
16 AND SILLS)(TVP). ••iF TWE INDICATED ATTACH SHEATHING SHEATHING BE ON DOUBLE TOP a fit
- -- - - USE!6)NAILS, 2x8 t DRYWALL 9CRE86. ?I CHECKED CMR
2xIV HDRS.USE C9) _-_- - APPL THE (I 8 LLV 8d OF WALL
CONTINUOUS SRG4GNCs
J3bc3•TOE-OR END-NAILS �UJtNDOIL HEAD-APPLICABLE ONLY >Z 1 !ED TO THE Q��IOF EMBEDDED STRAP$ TO TOP le' OPPOSITE SIDE OF WALL OF i
BOTTOM CHORD(AND, it ARE NOT PROPERLY COMMON•3 O/a. BOTTOM CHORD NAILER
NAU.B, ?x E1NICx IUOOD 1RI16a BottON cHORDa MAY7 ;( PORTA.FRAME DETAIL MATCH SCALE NTS
NTER'1EDIAtE(NORM-CORNIER)
•KING-STUD TO HEADER. ILM�?N WINDOW DOESN'T A17ACH HORS.USE(Tl)NAILS_ (1)WOOD•Tls ROD ADJAC017 TO � '
BE BRACED BY ' �: sUBSEG1tJE1NCTLY,THE GYR'd6tJM CAST-IN-PLACE AT
2xb HDR USE(6)NAILS, DRRt=ctLY TO HEADER WE TABLE STUB POST A:PORCH iBEAN IS t:l� 1 C.LNIG iS ATTACHED TO THE 1 FOUNDATION POUR,
METHOD-THE GONTMUOUJS bc4 TYPICAL SEE STRUCTURAL THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING
2x8 i 2x10 HDR3.USE t9) FOR SIZE t GODiECTIONCS). BRACING RATHER THMW JACK STIDS PER THEY MAY BE
2x12, EN. (1)I.LUMBER[2x8,?xlm tAL�Lau PoR�cHA1 MAY BE TO BSE LET IN IeKsm(eENLNGADIAPFR dC�l�1 ' ! DIRECTLY To THE Tmas)'RHE i 67RUCTURAL PLAN I 1ARTl .CONI E�G?oRB,ETC. -- REPLACED WITH DIAPHRAGM VIA AN ENGINEERED TRUSS,AND MAY USED ILO. 1E CONNECTOR ! DATE -3-0(0-0
�I
PLATE MAX. TRlJ6b-T
SEE TRUSS SCHEDULE
NAILS, 2xf2 1 ENG WOOD --- -------- - -- - 2x12,ETC). lU IUOOD•T1E ROD MAXIMUM o%SPACING OF'TWE t STRAP TO HEADER -- HTT22 s FOR TYPE lD
WDRS.USE(12)NAILS_ _ - -_ --"_ (1)META-SERER STRAP ADJACENT TO EACH SIDE OF POST t0 ULALL PROVIDED THAT(t)?x4'2 1 (SHOUN AT LEFT). FlRAMNCs THE SWEAR-WALL CONTINUOUS TO THE UNDERSIDE OF 1
-_ --------- •J:�JACK-STENO t0 IF PORCH BEAM 1S ENGINEERED BRACNG Is 24. ON W51 EATi4ED SIDE
•Cls M1GH0R¢ING RODS, SPF POST t8 ADDED TO EACH SiDE I .. THE HORIZONTAL SHEATHING THIS DETAIL is 1h�'- JOS NO. STANDARD
SYRIANS MUST BE
WOOD HEADER 2xb HIDR USE LUMBER(LSL,LVL,PSL,ETGJ I, w/(1)M5TA24. FOR A PANEL SPLICE(If
INTERMEDIATE UJNDOw HEAD- 12•STRAPS,2x8 t?x10 OF PORCH BEAM TO SUPPORT TOP :! rlsedsd),PANEL EDGER SHIALL EMBEDDED Itk1B'I CONUYETITIONAL ROOF FRAMING IS USED. STUDS/SHEAR WALL
PER DETAIL B/STI,EACH 810E APPLICABLE w/DETACHED ■ le_ IN ADDITION,CU WOOD•Tie ROD OYFO M CL.NYs DIAPr!dR4CM i"ETWOO CoQW9 MIS WOOD E RACING iNETMOD INSTALLED w/ FRAMRDKs E'ER PLAN
OF EACH OPENING,WITHIN 2.OF 1VC)RS�USE 18 STRAPS, i( CE BLOCKED,t OCCUR WITHIN
JACK-AGING-STUD ASSEMBLY. TRANSOMM)ONLY.SEE T 2x12 1 ENCS.WOOD HORS. SHOULD BE INSTALLED TO EACH (REQUIRES USE OF EXTERIOR-GRAPE GYPSUM BOARD j j 2 24.OF MID-HEIC#df OF WALL ADDITIONAL PC.OF tit • Ob SQ.FT. E I L GN'
FOR SiZE t CON EGTiON(8). USE 24"81RAF'8. SIDE OF PORCH BEAN AND(V WHEN USED WITH'PARTIALLY ENCLOSED`WJ)LDRKs TYPES) I(s"THK3K(MIND(4/10 SPAN REBAR PER SIMP80N Or `I INTERIOR OR EXTERIOR AR-WALLS 18NIMG
ifl8et:
M87A24 SHOULD BE ATTACHED TO ( INDEX)APA-OR TECO-RATED INSTRUCTIONS.» INTERIOR SHEARAI IQ I RUNNING PARALLEL TO TRUSS ABOVE
(ll SIDE OF EACH TOP!CENTERED !{ WALL SHEATHRUCs BLOCK ALL 16•MIDI FOR 1 STORY PEDICULAR TO TIRLUSEIEB ABOVE W/WISEL
_ NN OR VERTICAL LLEB 6"TO P-6•.
(1)8PH4-6-8 CONVECTOR ON THE JOINT. UNIS�,pO�p PANEL EDGES w/ 24 MRNL FOR 2 STORY
JACK- t iGINYs-STIU17(9) aL,E JACK-STUD TO - P TYPICAL BOTTOM CHORD-BRACING 4 50FFiT8 DETAILS
2x BLOCKING. HORIZONTAL STHD14W)SHOWN
PER CALLCUT ON F_ USE(I)LTT20B : 5Tt NOT TO SCALE ;i APPLICATION REQV w/STUCCO V11'dia.ANCHOR BOLTS W/ IN PROPER - - - - - ---- - -- --- ---- --._-- - _ - - ------------------- --- ------ ---- - ---
STRUCTURAL PLAN. •j �JAt�C-STIRS PORCH BEAM MAY BE
NOTCHED AROINI IOP I EXT.FINISH 1'MI.EMBEDMENT i APPLICATION
WINDOW SILL-SEE TABLE TO FOUNDATION. USE(1) V _.__- - _- _ ___ _---- _ __ - - --__ __-- -. -_- ---- --__` - _- - --_ _ _------ C2J STHDI4-EMBEDED 2'x2'x3A6•WASTER(TYP). WITH.CURB WALL- FLOOR /.
HTTI6 a IRRIE(OR
PLATE PROVIDED THE TOTAL '�af1eS M. Ri{OdE�e�k, P
FOR SIZE 1 CONNECtIOVlB). DEPTH OF THE BEAM IS> '' �j STRAPS 14'INTO ?xc J•2 SYP 2x4 R'150ON BOARD �'aTH� "f
INTERMEDIATE SWEAR MORE)JACK-STUDS TO "El MMENfT
FASTENERS,PER SILL R LLNNDOWf 8)ADD FOUNDATIOK -; - _-- ---
9-V4'UNLESS NOTED ON THE :- r 6,1 WHIN LOCATED PT LL IE u FOR FLOOR AND Pry ILssioni Engineer
<_. ERE AT BASE
SHEAR CONNECTOR DOOR(8) aTRRiX:TLR¢AL SHEET. ' OF CURS WALL. WALL Si-EATHING _.___._____..______ (15L h.10 26497
SCHEDULE ON S-BHEETIS) _---____.--.- BE ATTACHIED --_`- -- - ATTACHVI ENT. R,OOR �-!_ICG'
A
CURB WALL(DTL 2, TRUSS TOP CHORD
NTERPEDIATE AND BEGIN 97
IN R REARING g
fR?ANRNCs ANCHOR BOLTS PER =! � MAL POST TO PORCH � �' �; __`'
APPROR°RIAIE AT BASE OF CURB WALL. 11QLI88 _ i tVF.EI.IElD VERT)GAL
=/ � # OF TRUSS 't;'t�di a'.7ir� n � �, *• -t
DETAIL A/bTI,TVP. F
HEADER W/(1)ROW OF �� RED
AC,CORa�ANCE 13bc.3'NAILS•2"01C_ I j IREQ'D PLACEMENT FOUNADTION PER STRUCTURAL PLA.
WiTH '! oQ OF OPTIONAL(ILO. . WALL.FRAMING ------------ lad b•o/c FROM CONT. e
ROOF SYSTEM "----_. ' • Builders FiNstSoul�ce
APPLICABLE STHD14 s)M'T22• s 2x4 TO 2x4 BLOCIKNG
ACTURER' - f
t '
o Jacksonville
INBTRUCTIOiN6 t -- - - --------- ---- -------- -----
DRR�TCTIONS. HORIZONTAL 2x4 SF'F V
' T PORTAL FRAME DETAIL
' FL CoA Number 00008494
tIJOODMe ANGHOR1NCs i MS TRADITIONAL METAL COi�NEGTOR6 PORCH BEAM,SEE ��8YP TOP■ y� ���-
;' !2)ROUTS of 131 x 3" $Ti NOT TO SCALE
(PLAN VIEW OF NAILS•b•o% ROOFPLOOR SHEATHING BLOCKING aTWN TRtlbB GA PEF Number 004586
r �: .o *�'_.n5E'- ':/TEtECR U.d:_�-'x'E:: :+EdUERJR Sim>^..^Y•!!F r. _, STIBJCTURAI.SHEET J'
_ -/ SHEET
._; <.�FS ^�* F �'CSii+G£m p. -. ^s> 11(i'11fK.'IC(MEU APA-OR j�CORiNER DETAIL TRU16 TOP CHIORD
FOR MINIMUM 812f. _ ----- - - - - -- - -- -- --- --- - - -- - -- - - - - - - - -- __ --_-- _ -- -
_.:. TECO 1RATED SHEATHING,r/
FOR STUD SIZE/&PAGING i,"o !i f'
. it
■
b/ 1c 8d NAILING. BLOCK
c?O'EC-Cw REG><JIR51 EATS.
UNguppORTED
iWJOUb
- -� cs: ee� ew s - -- - VERTICAL OF TRUSS ..� _--- - - 1x3'NA
ALL PANEL
!� • � CONI 2x4 SPF•1 W/
,
EDGES BLOCKING i; .: r.:
� � STUD POST w/2x 2x CHIi iNEY FR1U`iRNG -►.-- (3)J3 ILS'TO EACH
--t_t_ -�s-s _s_�� ___ _-= . NUMBER OF PLYB TO II MEM5EIRS SEE STUD GAL 6blc
-- _ ,•
_:C _ 1 PORCH HEADER MINL THICK(24A0 SPAN 04ADO � T1I118b VERT. 1•
.:-� ,�£'w: -:X-i =i` ri-3 3- -C'3'r 3 �£>r:.:L_ ;i T .
= _ SIZE ES
---�--------�-__-.--�- "" MATCH HEADER STUD POST S 2x SPF BLOCKING m/131x3 ABLE FOR SIZE,SPEC. 'r 131x3 NAILS t0
---- _ -_A , _4= ,� AND GRADE t0 MATCH WALL. NAILS•b o%TO TOP OF TOP SHEATH CHIMNEY w/5/IbA OR CEGB-RACED WALL
�-c_s'/3"7--ry'•_s -_,,� S .-� E �'- 6-m:�y_-^!r n=_�9 • t MAXMLe1X.O/G SPACING- , NTERi"EDIATE BJI.00KJING.
'____-- �:-- ---�___=- __--- __-- _ I; HARDJE w/b"lib"Sd OR USE OVERALL GHI'PE`( 4` ADD(1)MIBTA1816TRAP w/(1)
�" b' mob'- } 9` b c:s:/_ :^£ l a:i5 STUDS UNLESS 1NIOTED OTHERJIISE
FRANRNG M®'BE�B TOCKINCs m
:yn --- STRUCTURAL PLM. CONNECT ASF WEA eRTO TAY. 1/16•APA RATED PLYU C10D -- --- ?.� 10dl1EJVD•E SIPLICE
- r - +---- -- -(- - ----- - - ----+ _- 1- _ - •
-- ON � ; HEIGHT FOR eHEIGHT-
ALL W9UPPORT®PANEL �' � A
c �c= - -4' t-e a-e, $- :-,�z Sao/.. _a PLYS P1�R DETAIL D/ST. w/6"-12"old,8d 2-ply 2x'a AT C00 EIRE. EDGES NAILItJCa PER CALL (0".2x4 MAYIDE OMITTED
d 6": `:-v5 8 5a/' 'k.:�o .:/G EXTERIOR WALL
TABLE -
v ,
- a � D FyTEF O,F'�^L. >vvkCiEgt OR Sts-:^t^P. Er� ,RE:. 1R*.E"r�rF_i GUT ON STRI IGIURZAL PLAN. -- - - - -- - -- OrCIC ACROSS
.e+e e S _�� _/p ,ee E� F 1TVE HOUSE IS TIED DOWN LISIVCs !' P[I)MSTAId B WEED FROR4
CONVENTIONAL -- ------- -- --- ----
��- -_ _--------_ STRAPPING,IR1�ER TO THE i ll)MT612 OR ll)MSTAiB - - --- ---
ON DETAIL FA3T1 OR BLOCK TO CL of
STRJCTMA.SHEET AND DETAIL N/STi TOP EA TRUSS)
4yt"u.5p'M:'vF'E"iPYs vJR
2x4•2 SYP BLOCKING BETWEEN STRAP FOR A 60LIARE
FOR CONNECTION DETAILS.C Na N�� s J �C. - C: t ) '8 OR
~ _ w/w/l "'TOE/END NAILS ATS ((2)MSTA24'S FOR A
- - o _ DOUBLE TOP IE OF WALL
PORCH BEAN
EDULE
TRUSS t0-
° IN LIEU OF WOOD PANEL SHEATHNG,CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HWVNG EQUAL OR RECTANGLE C 41INEY a EA
_-----=r=-_-- - -- - --- -- ��_ _ _� _ EACH EDD OF BLOCKING TO TRS �
OE*s,_ 8 -. _ I s_C _ _ PRESSURE AND SHEAR RE818TANCE AS VERIFIED BY CURRENT RFBC PRODUCT APPROVAL DOCtJMEMAtiOP. TYPE[BTL A/ST1)
v�
RAPIER CORNERb _ RAFTERITRUSS TOP
T
OP CH10RD OF T'RU56 OR T
BETTER COFSNER OF CHMNEY O
- - � - -- -- -' ----t-- - - -�----
------------ --------- ------ ----- _ --- ---- ---- ---_-------_�-- OR 2x4 BLOCKING CCHOyR��D �p/�y ������p�� PLAN.
����
.Fn :, _- .'G- C-•- -_^_--- fJ ,r/.. �!tA�„ _, �. ..`G'_�-_7'•:A.' --,G •._. ^ /i �,N..'-'.-:• - BL BELOW. � FRAMING S�SN,V.�.,MRF\L.r•.P'"i
ION 05
^_ ----f_ -_-__-.°£ --.-- _-- - ----- --'---- - ---- --------- �2-x4Rw/ 8 NAILLS/BVD INTERIOR OR EXTERJOROFTiSHEAIR-W4LLa RUNNING
. �� STUDS/SHEAR WALL
-{0 1------------- ` ---t--- _
_-� -b »3e•sWavy ra'__ _yam s- 6' S-_ {:-:mss - /, w'_ 2x8 .(4)
!ILO.l4)NAILS). PEIRPETIDIGIJLAIQ To TRUSSES ABOVE
LO 80
TYPICAL OPENING ERAMiNCs DETAIL - UNLO, � PORCH BEAM TO $TUD WALL ED TAiL a PORCH CEILiNCs SHEATNii�CS DETAIL �r;'°'�O1� $� Vl�w U �o
CHIMNEY FANG DETAIL w SHEAR-WALL BRACiNC� DETAILS �
miL 8T1 NOT TO SCALE 5t1 NOT TO SCALE IIDIDLi
�Buifders 5T1 NOT TO SCALE STI NOT TO SCALE STl NOT TO eCAL.E
FrstSource
i Build+a��►7
FrstSolJ
�,a
t�wwers I SEE 5TI FOR VERTICAL WALL CONiNECTiON ! BulltteNr
'ARN'Source i I e15 1 IORIZONTAL. ' FirstSou
it 4" CONG SLAB w/6X6XIOA0 Wt� 1!
�' OVER 6 MIL VAPOR BARRIER COVER `i '
Ii 5EE STl FOR VERTICAL WALL CONNECTION. GLEAN,WELL COMPACTED,TREATED FiLL II (TYP_VERTICAL REiNFORCEMENT� ii =C8
=� '' II II � II I ii i' +5 DOWELS • CORNERS 4 24"o/c «5 HORIZONTAL. m
�� 5 T Rl�C T U R�L N R N®T a I OVER 6 MfL PDR BARRIER OVER AS BRiCK LE __ - - - - - - - I! THEREAFTER - BEND *5 HORIZ.b" FROM ENp
is - '!i iI ALL DOWELS TOP BOTTOM, 48" MIN. OF VERTICAL5. '! CTYP_VERTICAL RE(NFORCEMENTh •5
I X GLEAN, LL COMPACTED,1 REATED FILL ;! SLOPE CsRAD -,!- ' 1 i II
II M M NIMUM 6 INTO FOOTINCx RS ! INDICATED o/c
O Ss
Q =__!!I= (U c'S REBAR CONT. 5 HEADER COURSE i i 45 HORIZ 6"
E BED ( f D WEL CORNS
- _ � SLOPE - - - - ! } - - --- /48" INTO SLAB (GROUT ALL SPACING THEREAFTER - SEND ALL II
O O _I ! I CELLS SOLID) DOWELS TOP < BOTTOM,EMBED MiNiMUM
2 FROM EMD OF
11 " __ - 'i -
CODES: - E DIMENSIONS ARE
— ! '.I
4 I STORY 11 6" INTO FOOTING /12" INTO SLAB (GROUT
2004 ESC-R w/ '06 SUPPLEMENT a GRADE _ MIN.DISTANCES - - __ ! _
MIN.
f- I-- ____ _--- DIMENSiONS ARE �i «5 VERTICALS g I VERTICALS.
I, -
I
- - 1 in - 6 MIN_DISTANCES d ALL CELL SOL D)
Arv'CE •1-02 - _ , CLEAN COMPACTED " I - - _-_
STO Y
1 �' - ----, ' 1 i a 24 O/G
2001 ND5 i� SAND FILL - , 2 11 - - 1 6"I -
ACI 316-04 is • _ - - `
2
j EMBEDDED STRAPS : - __ _ -
"5 VERTICALS o/c SPACiNG ■
.. 0
MUST TBE INSTALLED w/
(TYP.HORIZONTAL
TO 12 COURSES
IISLOP£ OF W/O BRICK « :__-- (TYP_VERTICAL REII�ORCEMEN1f� 5 DOWELS ` REINFORCEMENT). (2) _ GLEAN FELLA _I - - - bili_
1 u i e rs
GENERAL• I!��DEs QI ADDITIONAL PIECE OF 4 , " ADD ND 12 < f3-1/2 COURSES: 16"o/c - I
A. Desi n is void twelve months after date of orf incl issue, unless u dated to current codes and practices applicable at that time. :; 3 REBAR PER SIMPSON _ A Dg 8 �T� Op ' COMPACT IN 12 IMAX_)LIFTS. 13-1/2 < 15 COURSES: 8"o/c - i •-
g g p " ! - --
W1.11t•?WIU LONGITUDINAL
! (7YPa Q
W1RE5 SPACED Ib O/G. _ -
B. Do not scale. Use dimensions from the architectural plan. Notify engineer immediately if discrepancies are found between plans. W/BRiCK iNSTRUGTfONS. •� I' 1 _ 1; MiNlh'�lM 6 MTO FOOttNG /12 INTO SLAB - - -- - F� SIO u r�e
11 !
i
'1 -
G. All details shall be in accordance with instructions from nnanufaeturesr or designer. I; (GROUT ALL CELLS SOLID) ► I PROVIDE HORIZONTAL 1 Ii 8" CMU;i=ILL ALL CELLS - - - -
• MAX. STEMWALL HEIGHT: (5) i1 REINFORCEMENT WITHIN 16 ___I i
�- , I i o; Jaeh;onvllte
D. It is the intent of the Engineer of Record that this work be in conformance with aII requirements of the authorities having t T slzE „ t STORY F�arrN�Slz ;' OF TOP ANp BOttOM OF i ��p - - -
urladiction over this t e of construction and occupancy. All contractors ars responsible for the means and methods of uuo BRICK i2"WIDE Wr(2�4 oR(2r5 CONT_ 8 COURSES. FOR WALLS > 1 1 SOLID.w/3 sf GROUT. _ _. 1 ! i
„ •' --, - , 1 i ADD GLEAN FELL AND
.I yp '' w/BRICK 20"WIOE(INCLUDING LEDGE)W/(2rs oR(3)+14 t5)8" COURSES HfGH USE uuo BRICK x10 Wr(2r5 coNtr.oR«) MASONRY STEM WALL.
I R
in and shall do their work in conformance with ,all a licable codes and re ulations. E `
` I c - - Max)L 1FT5.
construct g 2 STORY ; DETAIL lA/ST2 OR 1B/ST2 BRIaG 2m"xtm�uu(2r«'coN-t'oR(3)•4 OMPAGt fN 12 l
g 1' ; . LAP ALL REINFORCEMENT MINI1"iUM _ I"�
E. The contractor shall verify all conditions and dimensions at the ,job site prior to commencing work. wio BRICK �"WIDE wi(2)05 CONT.OR(3)+4 �� II 11 ` _ -
F T e documents as instruments of service are the r e rt of the E ineer of Record and ma not be used or rs oduced DEPENDiNC-s ON WALL 4-#EICzHT. " i! 8 CMU;GROUT ALL GELLg - 4m DIAMETERS AT ALL JOINTS. --i -- .
11
• Wio BRICK 24 xt0 it (2)'5 CONT.oR(3) i, :_.--__«5 HORIZ.NEAR MiD-HEIGHT. ; • , ,----
hes pop y ►�g y p'' wr BRtcK 24 wsflt=(ttJGLUOMG LEOCsE)wi(3)5 oR r4) 4 _ Roosevel Blvd
without expressed written consent of the Engineer of Record. Wi BRICK 24"xto"uu(3)5 CONT.oR(4) 1� 50LID. MAX,t1m)COURSES. ! -_- - _-- ---
l 1 , J 4
cksonville, FL
G. Ail details and sections shown on the drawings are intended to be typical and shall be construed to apply to any similar i TYPICAL � �ATION DETAIL i TYPIC,rQL�QIDATION DETAIL I I - = I (TYP.HoleizoNTAL _ - aTel 904.772-6100
situation elsewhere in the work except where a differerit detail is shown. l I, _- "5 HORIZ. *e EACH
ST2 NOT TO SCALE 5T2 NOT TO SCALE �i ADD CLEAN FILL AND : I REII�ORCEMENT}_ !2)
H_ It is the contractor's sole responsibility to determine ere=ction procedure and sequence to insure the safety of the building i C - -- 1i t R5 Fax 904 317-2835
- -- - - - - --- - - - - - ---- - - - --- DA'iPAGT IN 12 (MAX i j ' I '-
and its Com overt arts dart erection. - - - - - - - - - - - - _- -_- __-=------- --- - �C. -- ---- .------- - T
II )LIFTS 1)LONGITUDINAL
_T WiRES SPACED 16" O
p p ng l - - ---- HIS iTH
' ,
J. Temporary Bracing: I _ s I : - - ----, I---- A5� IATE«D DNOG6A'1ENTg, S AN
i' STANDARD FOOTING SEE DETAIL BELOW PROVIDE HORIZONTAL
i�
Contractors shall be responsible for all temporary bracing that is requ(red during construction to keep the structure safe " EMBEDDED SEE STI FOR VERTICAL WALL CONNECTION. _ ______
and lamb until the entire structure is to place. Bracing shown on structure! drawings is for the completed structure only. STRAPS MUST BE _ _ REII�ORCEMENT WITHIN tb tNSTRLA"1ENT OF ENGINEER'S
i -- , - OF TOP AND BOTTOM OF ! i
a
p t INSTALLED w/ -, MASONRY STEM WALL. '
ADDITIONAL 5 1/21 • MAX_ 2 COURSES li --- __ - -- __---- I -- .2,50
USE A THE PROJEGTCLtgE
- -- /t
II 11
SEE STl FOR VERTICAL i ;- ; - I ---- ------- ------- ----- 4w 3) REt13REXGEPT:
FOUNDATION: Pi G OF «4 5 1/2" WIDE GONG. SILL TDP AT MAIN A$OVE SLAB LEVEL. !___ -_! _ -_ -_ , I ! -' - -- - DERVIE
i I �t2 d x 2 T
£ £ - -
- -
WALL coruvEcrlON , 1 I -; _ - 1 -I - __-- __---= I_ � - TORT BRICK 12"d
FOOT HEREIN INFORMATION D
t t radar a recomme9nded deal n soil arametera and ecce ted SLAB LEVEL. TOP-TO-GARAGE FLOOR 11 ---- _ _ __-- _ - -- --- ---- '
-- .
A. This design has been completed in accordance with pert nent s a d g p p REBAR PER I (t�5 CONI. !N SOLtp GROUTED - A S WITH peoM THIS DOGU1'?ENT,,4NpioR
YARiESt MAX 5 1/2 (WEIGsHTS EXCEEDING _--' : ; ; ' _ 1 -�"w_w1 t4)*5. ASSOCIATED DOCtJMENTB,MAY
en ineerin deai n rocedurea, and is based on the best information available at the time of completion. The design is intended SIMPSON - - -- ---- -- _
WIDTH REQ ADDITIONAL ANALYSIS) U-BLOCK COURSE
g g g p 1i ---- ;--- - I I , NOt
INSTRUCTIONS.
i I m velment resultin from the hesavi of a ansive soil or settli of subsurface soils. it must be ---- ----- ---- ------
,I
to minimize different a o 'i
g TYPICAL SLAB iI WORKIeiJDPROJEC (T SR
- - --. ,
recognized that foundation components will undergo movement. Any subsequent owners shall be appraised of the boil condition 4" GONG SLAB W/6x6x10A0 WWF -___-__ _ - ___ ----_-__ -_-___---_--___-:
I
1 OVER 6 MIL VAPOR BARRIER OVER II i' '
I ; OR
and advised to maintain good practicesa 1n the future with regard to surface and subsurface drainage, framing of partitions ;1 Q - - _ _ _I _---
!: CLEAN LL COMPACTED t1�ATED FILL TYP.VERT. ;i f - wlTHauT THE xPRESs WRITTEN
PERMISSION OF THE PROJECT
above floor slabs, and finish work above the floor slabs,etc. w I; - - ---
11 (� REIN F. I STORY FOOTMG SIZE I ENGGINEER IDENTIFIED BELOW.
B. Design has been based on anon-expansive soft with an allowable soil bearing capacity of 2000 pbf. Active FFP= 30 pcf (level i' 0 SLOPE -_ -a - !,,; j wio>3RICK I6 kiwi uu 1��4 CONT_
- ?' -
back slope).Notify the E.O.R. and cease construction if advesrse or otherwise non-conforming conditions are found to exist. z Q GRADE i : �'I-_-__''.,------1 I____.- -;t I _=_i __!;i! i! wi BRICK zm"AO"Wi(3r4 OR(2)5 CONT. REV DEZCRiPITION
il1 -- 1 --
C. Backfill adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchored to Ii 5' ____ -__ -_ I _;TYPICAL FOOTING - SE:E 1/ST2 FOR I 2 STORY :�
the floors stem above or ads uatel braced to revent dame a to the wall. 1i w CLEAN COMPACTED li - -i' '=- _=' =i =_=--- SIZE/R4=IMIFORCEMENT W10 BRiCK 2®"AO"W/(3)�4 OR(2^CONT. 1 1/09 CMR, et aI RW
y q y p g '! - -- I j I 'I W/BRICK 24"xlm"W/(4)R4 OR(3rS CONT.
! 1----- i i------;I i!-----
D. Refer to the Gseotechnical Engineers report For all soil and/or site prep requirements necessary to achieve min. 2000pef soil z.t m SAND FILL :: 1 I t ____=_i !, 1--i!I!- I i I; i!
I.
bearing capacity. In the absence of a Geothechnical engineser's report the site/soil shall be prespared to the satisfaction of 'i E ; =_- _
' ,
�fi Habitat for H umanity Hab16tat
for xuman�tym
Jacksonville Beaches '°`ks°"
1671 FRANCIS AVENUE HABITAT FOR
ATLANTIC BEACH, FL 32233 HUMANITY OF
(904) 241 -1222 THE
FAX: (904) 241 -4310 JACKSONVILLE
BUILDING CODE SUMMARY BEACHES
1 STORY 4 BEDROOM HOUSE 1871 FRANCIS AVENUE
ATLANTIC BEACH, FL
CODE ENFORCEMENT JURISDICTION : DUVAL COUNTY32233i9°°
320 DUDLEY ST (904)241-1222 FAX: (904) 241310
ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS ATLANTIC BEACH, FLORIDA 32233
OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM DUVAL COUNTY
BUILDING HEIGHT OF THIRTY FIVE FEET (35 0"�. DRAWING INDEX
ZONING CLASSIFICATION : RG-2
WIND ZONE: 120 MPH (WIND-BORNE DEBRIS) Al - TITLE SHEET, DRAWING INDEX , GEN . NOTES
FLORIDA BUILDING CODE - RESIDENTIAL: 2004 EDITION A2- FOUNDATION PLAN 1 STORY,
FLORIDA BUILDING CODE - PLUMBING: 2004 EDITION
FLORIDA BUILDING CODE - MECHANICAL: 2004 EDITION A3- FLOOR PLAN 4 BED
FLORIDA BUILDING CODE - FUEL GAS - 20Q4 EDJTION ,;7>%*A4- FRONT, RIGHT SIDEREAF�; �; G LEFT SIDE HOUSE
NATIONAL ELECTRICAL CODE: 2004 EDITION
FLORIDA FIRE PREVENTION CODE: 2004 EDITION ELEVATIONS
A5- ROOF PLAN
OCCUPANCY CLASSIFICATION: RESIDENTIAL 320 DUDLEY ST
A6- ROOF DETAILS ATLANTIC BEACH, FL
CONSTRUCTION TYPE: TYPE V-B (WOOD FRAME) A7- WALL SECTION AND WINDOVh/ DETAILS ' I 32233SPRINKLED: NO 7 I ownLcourm
FIRE DISTRICT: NO A8- ELECTRICAL PLAN
BUILDING HEIGHT-
APPROXIMATE HEIGHT ATG: 14'-9"
BUILDING AREA (TYPICAL OF TWO)m � TITLE SHEET,
FIRST FLOOR A/C: 1252 SQ Ff. INDEX OF
SECOND FLOOR A/C: N/A SQ FT. �` DRAWINGS,
TOTAL A/C: 1252 SQ FT.
GENERAL
GARAGE: N/A
LANAI : N/A nd e,q,,,��Beach
NOTES
ENTRY / PORCH: 28 SQ FT. ning Deper%TAO
'" .°""�°°""�°'°°°'°"�"°`�'
STORAGE: 36 SQ FT. ap=' PW"fcorthr"elsusuance of permits. Compliance
Building `°°` ."° ." ""`�`
must be �e,' ;;'�.rcro:°d�� DATE: 03/05/2007
Beach B001 1
TOTAL UNDER ROOF: 1 ,316 SQ FT. eco M prior:� ".
DRAWN BY: CMM
AppwW
Bev "
L Date:
LOT AREA: THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE"- UNITS. . BUILDING
COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2004 - 704.4
Habitat
for Humanity
Jacksonville Beachxs
28 2_0"
13'-0" 3'-0" 12'-0"
HABITAT FOR
3' x 3' CONC. PAD T � HUMANITY OF
PITCH -
0
' THE
SLAB NOTES � JACKSONVILLE
/,,,,- PROVIDE PVC I BEACHES
1. THE FOUNDATION IS DESIGNED FOR AN ASSUMED CONDUIT TO
' IAHU AS REQ I 1677 FRANCIS AVENUE
MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF_
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO VERIFY THAT THE SOIL WILL SATISFACTORILY ( ""' I ATLANTIC BEACH, FL
SUSTAIN THIS LOADING.
32233
2. 4" 3,000 PSI CONCRETE SLAB W/ 6x6 10/10 I �
WWM OR 4" 3,000 PSI FIBERMESH CONCRETE (904) 241-1222
SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER I I FAX: (904) 241-4310
OVER CLEAN, COMPACTED, TERMITE TREATED SOIL.
(TYPICAL)
3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING
PARTITIONS W/ TRUSS ENGINEERING DRAWINGS
AND PROVIDE THICKENED SLAB 0 ALL LOCATIONS.
(SEE DETAIL)
4. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON
DRAWINGS ARE MINIMUMS AND MAY VARY AT
BUILDER'S OPTIONS AS REQUIRED BY SITE
CONDITIONS. I
5. VERIFY LOCATION OF ALL PIPING AND CONDUITS
REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR
ALL PLUMBING FIXTURE LOCATIONS)
1 STORY,
4 BED
INDICATES ASTEP-DOWN OR RECESS
��� IN CONCRETE Slr;3 W/ MINIMUM -O• I ► HOUSE
DISTANCE DENOTED
� - I 4' X 6' CONC. PAD
�- INDICATES SLOPED CONCRETE SLAB @
SLOPE 1/8" PER FOOT (M:N)
320 DUDLEY ST
NOTE: I I ATLANTIC BEACH, FL
ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR � I I 322
33
TO ISSUANCE Of THESE CONSTRUCTION
DWAL COUNTY
DOCUMENTS. VERIFY INTERIOR ROOF TRUSS 4' X 4' CONC. PAD
BEARING WITH ROOF TRUSS ENGINEERING
PRODUCED SPECIFICALLY FOR THIS PROJECT. p1m0,_0•
20 X7 0
-I - I-low
o
FOUNDATION
4�_0- 991- ,._o- „�-„�- PLAN
289-0”
1
FOUNIDATION PIAN
1 /4" = V -0" DATE: 03/05/2007
DRAWN BY: CMM
Hab*ltat
for Humanitye
Jadmorwille Beaches
3
A-4
28'-0"
01
11'-11 2'-41„ 2'-42"
f 4f
9 -2 lo'--o 8 -10 HABITAT FOR
HUMANITY OF
A/C
COMP THE
r--- ----------------------- ------ — -- — — ----- ---------------------- --
3052 EGRESS 3052 EGRESS
JACKSONVILLE
1 1
f i
BEACHES
i 1
ABBREVIATIONS :0MASTER BEDROOM V N
ABV ABOVE ; 8 CLNG BEDROOM 2 1671 FRANCIS AVENUE
AC AIR CONDITIONER I
AFF ABOVE FINISHED FLOOR Ll 8' CLNG ATLANTIC BEACH, FL
AHU AIR HANDLER UNIT ! I �
CABS CABINETS _I 11'-11 AHu 4•_9„ 11'-3� I 32233
CLNG CEILING N r N
COL COLUMN „ i �' (904) 241-1222
DR DOOR -- N 3 —114 N ;n FAX: (904)241-4310
DW DISHWASHER 1 !
FLR FLOOR Ii ED
FP FIREPLACE 8'-5" '-3" 1„
GLS GLASS
HB HOSE BIB o I I
3068
MC MEDICINE CABINET M 3068 I
MIR MIRROR
M TL METAL c V
OHC OVERHEAD CABS I BATH
OG OPENING � !
0
OPT OPTIONAL 1 i 8' CLNG N ° BEDROOM #3- ''-' 1
R&S CLOTHES ROD and SHELF in M []o VINYL = i ,
REF REFRIGERATOR I _ 8 CLNG C-4
SD SMOKE DETECTOR 1 N 3 in V-KN o r rIN
I Cn ►7 1 0)
SGD SLIDING GLASS DOOR vI I
SH (2) SHELVES (QUANITY) ost MI
VOL VOLUME
WC WATER CLOSET 1
WD WOOD 1
WH WATER HEATER `- "
'�1 I 1 WHEELCHAIR
3068
A SHOWERE BATH
! 1 STO
8' CLNG
RY
2 o iv I 3,-4 „ in VINYL i� N v in I �n I 4
A-4
j o
3068 N R&S I N00 '%7 A-4
1
468 4 BED
i OmC OHC iv 30
I �
p I
REF
1 -9 49--5"4 5 5�-5� '
RANGE 1 I HOUSE
30 $ mow/ LU
9 ! ITE KITCHEN Cn BEDROOM #4 W 0)
8 CLNG I I
1 2068 VINYL O) 8' CLNG 04 1 0)
1 SINK Lo
o I
04 ! M I
_I _ (4)SH o
N 0) ( o0o t
' 320 DUDLEY ST
SPECIAL HANDICAP REQUIREMENTS: 00 ! I
1
HALF WALL 46 yt ' HIGH
,' WIDE COUNTERTOP I N ATLANTIC BEACH, FL
— ROLL IN SHOWER1 1•+ I 1„ . 1„ 1 1
— GRAB BARS IN BATHROOMS ( 11 —11�i 1 1
— HANDICAP ACCESSIBLE TOILET II, L I 32233
— WALL—MOUNTED BATHROOM SINK WITH RIM 34" ABOVE FLOOR DUVAL COUNTY
— HMD HELD SHOWER HEAD 00 N
I' I
— SHOWER FAUCET OFFSET 0 DINING I
— STOVE WITH FRONT CONTROLS
Ii 8' CLNG LIVING
1I VINYL
8' CLNG N l 00
Lo I
' MIM LOCATION 0 I
I
r3068 M I N
u
1
!� loo-
STORAGE COVER I
1, wH ED 1
!I 8' CLNG PORCH
I `O
`r 3068' CLNG l
I '
Fe 1
ii 40 2 I
_______________ _________________ _______________ ______________ FLOOR PLAN
5'-114" 5'-114"
9,- „
7'-Om-
i op
1 1,-11n
28'-0„
1
A-4
FLOOR - PLAN
DATE: 03/05/2007
DRAWN BY: CMM
1 ' - 0"
I
%
40-t s
Habitat
for Humanity
Jacksonville Beaches
HABITAT FOR
HUMANITY OF
30 YEAR SHINGLES
-1- 'z - . 4 'z THE
TRUSS BEARING JACKSONVILLE
BEACHES
ALUMINUM FASCIA AND 1671 FRANCIS AVENUE
E:111
RAKE
VINYL SOFFIT ATLANTIC BEACH, FL
001 32233
} VINYL SIDING W/ TRIM (904)241-1222
�1
FINISHED FLOOR FINISHED FLOOR FAX: (904)241-4310
0'-0'
LEFT SIDE ELEVATION FRONT ELEVATION
1 /4 = V - 0 )) 1 = V - 0 "
1 STORY,
4 BED
HOUSE
320 DUDLEY ST
ATLANTIC BEACH, FL
32233
412 4 12 DWAL COUNTY
TRUSS BEARING
T8'-1 1/8'
FINISHED FLOOR FINISHED BOOR
Y-° °'-°* FRONT, RIGHT
SIDE, REAR,
AND LEFT SIDE
RIGHT SIDE ELEVATION REAR ELEVATION.
ELEVATIONS
1 /4 V - 0 /4 1 0
DATE: 03/05/2007
DRAWN BY: CMM
400
Habitat
for Humanity
JacksonviHe Beaches
tP-4" i'-4"
HABITAT FOR
HUMANITY OF
THE
JACKSONVILLE
BEACHES
1671 FRANCIS AVENUE
ATLANTIC BEACH, FL
32233
(904)241-1222
FAX: (904) 241-4310
ri
Z
W
a
Z
w
v �
LA-
LL.
o p
1 STO
RY,
a
w LLJ
4 BED
W
0
cr_
0
HOUSE
'a
320 DUDLEY ST
ATLANTIC BEACH, FL
Li 32233
DWAL COUNTY
II
1 '-4' 1'-4"
ROOF PLAN
1)1 /4 ' l ' -o
RaOF PLAN
of
DATE: 03/05/2007
DRAWN BY: CMM
s � •
Habitat
for Humanity
Jacksonville Beaches
WALL SHEATHING
(7/16 OSB)
DRIP EDGE ON ROOF DECK VINYL LAP SIDING
TOP OF OVER TYVEK
UNDERLAYMENT HOMEWRAP
0 RAKE 2" MIN OVERLAP
_ � 5'°E � HABITAT FOR
.........
.............0.................................
36" WIDE UNDERLAYMENT
INSTALLED W/O WRINKLES.
METAL FLASHING NAILED
� HUMANITY OF
USE ONLY ENOUGH NAILS TO ROOF DECK
TO HOLD IN PLACE UNTIL PLACE SHINGLES
COVERED BY SHINGLES. CLOSE TOGETHER BUT Z THE
DO NOT CROWD �
v CAP SHINGLE INSTALLED JACKSONVILLE
� W ROOF CEMENT. DO
NOT NAIL. BEACHES
SHINGLES
NON—CORRODING PLACE SHINGLES
1671 FRANCIS AVENUE
METAL DRIP 3/8" OVER EAVE
EDGE & RAKE EDGES ATLANTIC BEACH, FL
ROOF CEMENT
4" MIN OVERLAP 322
@ END
NON—CORRODING 0 RAKES, CEMENT SHINGLE TO (904) 241-1222
METAL SAVE DRIP UNDERLAYMENT & TO EACH OTHER INA 4FAX: (904)241-0310
UNDERLAYMENT WIDTH OF ASPHALT PLASTIC ROOF CEMENT
ON TOP OF DRIP
EDGE @ EAVES
UNDERLAYMENT DETAIL... FIRST.,COURSE.,DETAIL WALE � LA� HING DETAIL-
1 /2
1 r - 0 1 /2 1 � - 0 » 3» 1 > - 0»
r� n 4:12 or GREATER SLOPE � n �= = =
1 STORY,
4 BED
01 R 30 BATT INSULATION HOUSE L.
16"
12 FIBERGLASS SHINGLE
Q 4 ROOFING OVER 15# FELT
INSULATION BAFFLE BETWEEN
PLACE SHINGLES EACH TRUSS
3/8" OVER SAVE
& RAKE EDGES (SEE STRUCTURAL DRAWINGS)CLIP @ EACH TRUSS.
320 DUDLEY ST
0 RAKES, CEMENT SHINGLE TO (2) 2x PLATE #2 SYP ATLANTIC BEACH, FL
UNDERLAYMENT & TO EACH
ALUM DRIP EDGE OVER FASCIA 32233
OTHER INA 4" WIDTH OF
ASPHALT PLASTIC ROOF CEMENT 11 1/2" tt 12 1/2" 11 1/2" t 12 1/2" � DWAL COUNTY
01 1/2" TYPE 'C"
NON—CORRODING 1" t 1 1/2" 1~ to 1 2" GYP BRD 0 CLG
METAL EAVE DRIP N
1/2" GYP BRD
FULLY VENTED
f �
R-13 BATT VINYL SOFFIT
� INSUL
TRIM 6"-7" � VINYL LAP SIDING
FROM END OF TRIM ?ABS FROM � OVER TYVEK
1ST SHINGLE STARTER COURSE HOMEWRAP
SHINGLES
ROOF
DETAILS
STARTER STRIP DETAIL STARTER STRIP DETAIL SOFFIT DETAIL
1 /2 = V - 01) 1 7) = 1 ' _ 0 7) 11) = 11 -0))
DATE: 03/05/2007
DRAWN BY: CMM
t � •
490
Habitat
for Humanity
lacksomille Beaches
FIBERGLASS SHINGLE ROOFING OVER 15#
FELT OVER 7/16" OSB OVER PRE—ENG
WOOD TRUSSES @ 24" OC
INSULATION BAFFLES AS REQUIRED HABITAT FOR
HURR CLIP @ EA TRESS HUMANITY OF
(SEE STRUCT DWGS) 12„
(2) 2x PLATE #2 SYP 4e� THE
EXTEND HOUSE WRAP ABOVE JACKSONVILLE
SOFFIT TO PLATE
ALUMINUM DRIP OVER VINYL BEACHES
WRAPPED 2x6 FASCIA
1671 FRANCIS AVENUE
X
R-30 BLOWN ATLANTIC BEACH, FL
VENTED VINYL SOFFIT INSTALLED INSULATION 32233
PER MANUF SPEC 1 /2" GYP BRD (904)241-1222
FAX: (904)241-4310
VINYiL J CHANNEL
R-13 BATT INSUL 1 /2" GYP BRD
HURRICANE ROD (SEE STRUCT DWGS)
7/16" OSB OVER 2x STUDS
@16" OC (SEE SITRUCT DWGS)
VINYL SIDING INSTALLED PER
MANUF WRITTEN SPECIFICATIONS
OVER APPROVED HOUSEWRAP
1 STORY,
2x PT PLATE, SE; BACK 1 /2"
FROM SLAB EDGE, OVER FOAM 4 BED
SILL SEAL (SEE STRUCT DWGS
FOR ANCHORAGE)
HOUSE
EXTEND HOUSE WRAP BELOW FIN FLR FOUNDATION/FOOTING VARIES
AND SECURE W/ STARTER STRIP (SEE STRUCT DWGS)
6 MIL POLYETHYLENE VAPOR
BARRIER OVER CLEAN, COMPACTED
FINISH GRADE (SLOPE AWAY) AND TREATED SOIL 320 DUDLEY ST
ATLANTIC BEACH, FL
. . .. a . 32233
Id
DWAL COUNTY
vIV �
` \ ate. : "• \\///�
WALL
SECTION AND
WALL SECTION WINDOW
1 711 1 1 - 07) DETAILS
DATE: 03/05/2007
DRAWN BY: CMM
Habitat
for Humanity
Jacksonville Beaches
��
P HABITAT FOR
ELECTRICAL SERVICE RISER
HUMANITY OF
20 )QINW K 150 NAP PN1EL
THE
AND 150 AMP R MASTER BEDROOM BEDROOM #2 JACKSONVILLE
Li BEACHES
3" CONDUIT. RLIN
TO POLE
EXTERIOR WALL --��� __,�� 1671 FRANCIS AVENUE
� ATLANTIC BEACH, FL
32233
� 0 (904)241-1222
FAX: (904) 241-4310
LIGHT FIXTURE-WALL MOUNTED
LIGHT FIXTURE-CEILING MOUNTED BATH BEDROOM #3
FAN AND LIGHT FIXTURE
� EXHAUST FAN
Q� FLOOD LIGHTS-DUAL HEAD �
Qp
110 VOLT DUPLEX OUTLET-WALL MOUNTED '° , Q
220 VOLT OUTLET-WALL MOUNTED �
IID VOLT DUPLEX OUTLET- GFI �
Qa. 110 VOLT DUPLEX OUTLET - WEATHER PROOF BATH �
T TELEPHONE OUTLET �
CABLE TELEVISION OUTLET r—— , �
1 STORY,
$ SWITCH -- --- ----
$, SWITCH - THREE WAY �
I PUSH BUTTON SWITCH KITCHEN L J ; 4 BED
Q SMOKE DETECTOR
CEILING MOUNTEDNT LIGHT FIXTURE � I HOUSE
0 0 � BEDROOM #4
dif" dr
t �
ELECTRICAL NOTES: ,� �� 320 DUDLEY ST
- IN FAN/LIGHT COMBO SWITCH TO OPERATE FAN �� \\� ATLANTIC BEACH, FL
ONLY DINING � j 32233
- ALL WIRING IN BEDROOMS TO BE ARC FAULT "ffE"0`"T'°" i DWAL COUNTY
PROTECTED PER NEC 2002.
i
- INSTALL DOORBELL TRANSFORMER IN HVAC LIVING
CLOSET
MOUNTING HEIGHTS (TOP OF BOX) STORAGE COVERED
PORCH N
I) KITCHEN COOTER RECEPTACLES - 48'
2) WALL SWITCHES - 49'
3) WALL RECEPTACLES - 18'
ELECTRICAL
PLAN
ELECTRICAL.,PLAN
1 /4 = 1 ' _ 0 "
DATE: 03/06/2007
DRAWN BY: CMM