Scheidel Court 1104 1106 TH15 DOCUMENT IS AN
STRUCTURAL GENERAL NDTE S - INSTRUMENT OFENGINEER'S SERVICE
FOR OTHERS FDR CON-
STOP LATH AND SEE ST! FOR VERTICAL WALL CONNECTION. S I RUCTION OF PROJECT
STUCCO CORNE AS TITLED BELOW.
2001 FLORIDA BUILDING- CODE (F$C) BEAD 1" BELOW 4" CONI SLAB W/ 6X6x10n0 uauF iNPORM4TioN DERIVED
4" CONC SLAB W/ 6X&XIOAO WWF STOP LATH AND SEESTI FOR VERTICAL WALL CONNECTION. FINISHED FLO OYER 6 MIL VAPOR BARRIER OVER
ASCE 1-98 OVER 6 MIL VAPOR BARRIER OVER SLOPE 3/4" X t2" STUCCO CORNER CLEAN,WELL COMPACTED, TREATED FiLL FROM TH15 INSTRUMENT
T1GLEAN, WELL COMPACTED, TREATED FILL EXP.JOINT AT GARAGE DOOR BEAD 1" BELOW 4" GONG SLAB W/ 6X6X10I10 WWF MAY BE USED CAN NOT BE USED FOR
1991 NDS --_ FINISHED FLOOR-,"" AS BRICK LED ------- ------- Ii
OVER 6 MIL VAPOR BARRIER OVER — - OTHER WORDS UNLESS
VARIES ��-'--�- ___�_�____ - GLEAN, WELL COMPACTED, TREATED FELL SLOPE GRAD ", j .4UTNORfZED BY THE
GENERALS -�-+-_ --. - =--� '- .. - III 1 �" CONG SLAB W/ 6X6X101ira WILE - SLOPE ---------- I= CU 04 REBAR CONT. e HEADER COURSE ENGINEER WITHOUT
J , 'i `• OVER 6 MIL VAPOR BARRIER OVER DIMENS10N5 ARE �I { _ -- '
f!__ CLEAN, WELL COMPACTED,TRE TED FILL GRAD( f INPRINCc�.=i ZENT OF LEG-AL
_ III= MIN DISTANCES ,
A,Design is void after two years from original date of Issue, unless updated to acc table codes and ractices at that time. 11= ' �, 1 s; --� I,—I 0 .. r 4 I STORY RiCzHTS_
f p III=' = — 1 =1 11— - �:' I — DiMENs1ONS ARE
I— 1 —i—_ _ , I—f f i—i 1—�EE _ r III ; CLEAN COMPACTED r f— III (��� MIN. DISTANCES
EL Do not scale. Use dimensions from the architectural plan. Notify engineer immediately IF discrepancies are Found between plans. I— I' — _ �___�___��_____r ter_____
p I — —I 1 — _ — r r SAND FII.I_ _I i I —i � 2 STORY -\/
D ESGRI PT ION
C.-All details shad be In accordance with instructions from manufacturer or designer; II — ''--f �- - i 1=1 - — I'�= ! _ — — _ __ ___ __- ____
— .: I I 1 i STORI' W/2 OR LESS COURSES,
D.All temporary shoring shall be the responsibility of the contractor. — ;!— = I j= f j!— 2)"4 CONT- - 1-STORY �— I ! —I I I 1 - L� [0 0 POUR STEMWALL SOLID OR USE 10"40" FTN'G 1 _
= =� =III OR (3r4 CONT.- 2-STORY —1 — , -
FOUNDATION: 16" —I 1!— I _ —6 MIL VAPOR BARRIER /D BRICK ; , —III CTYP.VER _AL REINFORCEMENT} 4 DOWELS 2 - --�
III— ;!'- _! 1 I im CDRt ERS d 48"o/c THEREAFTER - BEND
_ I— W/ B ICK 1= ALL DOWELS o TOP E BOTTOM,EMBED
3
sll`= III=iiI= f 1 :: — " =II MiN
— 1 STORY —' _
_ - IMUM 6 INTO FOOTING /12" INTO SLAB
A This design has been completed in accordance ullth pertinent standards, recommended design soil parameters, and accepted „ —f =I! ! (GROUT ALL CELLS W/ REII�ORGE 1ENT1 4 -
20 i2 1-C U1°4 CO}�IT. = ' • MAX_ STEMWALL HE iCx3{T: C5}
engineering design procedures, and is based on the best information available at the time of completion- The design is intended !— " f 1 s stater Footl�a�sly
2 STORY —I' ! I W.O BRICK 12" WIDE WI(2r4 OR MS CONT. 8" COURSES WALLS > (5) 8" 1 STORY FOOTING 511E
to minimize differential movement resulting from the heaving of expansive soil or settling of subsurface soils_ it must be recognized Wr BRICK 20"WIDE(INCLUDiN6 LEDGE)W/(3r4 OR(2)5 COURSES HIGH REQUIRE ILVO BRiCK I6"xB" cru(2)04 OR(2)5 CONT.
I ADDITIONAL ANALYSIS 4 W/BR1CY. zm^xa"cru r3r4 OR(275 ccNt.
that foundation components will undergo movement_ Any subsequent owners shall be appraised of the soil condition and advised to TURNED DOWN EDGE 2 sTORY 2 BRIO
maintain good practices in the future with regard to surface and subsurface drainage, Framing of partitions above float slabs, and //�� �[ 'I I W/O BRICK 16'WIDE W/(3r4 OR(2)5 CONT. REINFORCEMENT. 2 5-BR1GK 2m"x10"wr(3)•4 OR(215 CONE
finish work above the floor slabs, etc-
5G/ NCS S T DOWN W1 BRICK 24"WIDE (INCLUDING LEDGE)WI(4r4 OR(315 W1 BRICK 24"X10 wr f 37 OR C2)5 CONT.
e.Design has been based on a non-expansive soil with an allowable soil bearing capacity of�o1olo pst Active EFF 30 pcf (level backslopel_ 1 T�'P I C34L FOUNDATION DETAIL i T�I'F'i C�4L FOUNDATION DETAIL
C.BackFill adjacert to foundation walls shall not be placed until the wails have sufficient strength and have been anchored to the Floor
systemabove or adequately braced to prevent damage to the wall_
1
D Refer to the Geotec-rica! Engineer's report for all soil requirements for this site-
�All foundation pads --.hall be formed to proper dimensions as indicated on the drawings and centered on column or wall. SEE STI FOR VERTICAL WALL CONNECTION. I
F The location of foundation jogs, steps and top of wall elevations and connections are critical to foundation performance_ These items 4 CONC SLAB WI 6X&XI0/10 WWF
5 112° MAX. 2 COURSES
areshown on the plans but may change during the actual construction_ As a result, this design can not address proper foundation OVER 6 MIL VAPOR BARRIER OVER 4" CON( SLAB W/ 6X6Xt0/10 WILE ABOVE SLAB LEVEL- SEE STl FOR VERTICAL
configuration unless stated specifically on the drawings_ GLEAN, WELL COMPACTED, TER''rITE 5 112" WIDE GONG. SILL TOP AT MAIN WALL CONNECTION
TREATED FiLL CO EA WELL COMPACTED,BARRIERR ro MiL VAPOR OVER
FILL STOP LATH AND SLAB LEVEL.TOP TO GARAGE FLOOR (I)P4 CONT_ IN SOLID GROUTED Builders
CONCRETE. _ STUCCO CORNER VARIES*MAX 5 112" (HEIGHTS EXCEEDIWG
VARIES ------
SHED- --==Y --- BEAD 3" BELOW WIDTH REQ ADDITIONAL ANALYSIS) U-BLOCK COURSE Fi rstso u ice
_ :--- ---
A_Detail reinforcement in accordance with ACI 318-80 (Revised 1988), DetailingManual_ Minimum concrete cover For reinforcement �� - I, FINIFLOO TYPICAL SLAB
shall be as Foliaws: -` - T — "
— - _ , i - OVER 6
MIL BARBER OVER
i= Ti'P. VERT.
O#Jacksonville
—i — 1=III j CLEAN, LL COMPACTED,-TREATED FILL
1— 6 MIL VAPOR BARRIER RENF- DeSignCenter,Inc_
U Concrete cast against earth 3" S I I i i i—i I — _ SLOTS I! I i— I i
I i .I Ili;—
1
2)Formed concrete exposed to earth or weather 1-112" — -- — I— I I �;; 1 = _ — ;
- �--1
3) Interior slabs, walls 3/4" I= I I - GRADE
— —III! - GLEAN COMPAGTI=D TYP[CAL FOOT NCz - SEE i1ST2 FOR
C 1 r4 CONT.
_ �oS�ID Roosevelt Blvd.
11!
1 8'� —i 51zE/REnoRGEMENT Jacksonville, Florida
!'1,Minimum compressive design strength of concrete used £or foundations and slabs shall be�rOra pst g 28 days. =f I— ;— i— SAND FELL
C.Ree nfcrcing steel shall conform to ASTM A615, grade 40. —III — 1' I l `I' 1 1
D Longitudlnai reinforcing in Walls and Footings shall be continuous at corners and Intersections. Matching corner bars shall be used.
1 =
32244
Minimum lap of reinforcing shall be 40 bar diameters, but not less than 20". Tel 904��2-rol�0
TYPICAL FOUNDATION
Ail concrete operations, Including but not limited to mix design,mixing, transporting, placing,reinforcing detailing and placing, curing, c�� DOWN
1 l _ Fax W4312-2835
and testing shall be done in accordance with the requirements and application of ACI 301-64 (85), "Specifications For Structural Concrete". J wI V IMENSIONS A
IN. DISTANCES --_ -
�i NON-LOAD BE�4RiNCi � TURNED D0WN EDGE
A.Framing lumber shall be as follows or better: 2 FOUND,4T ION ,4T C3,4RAG3E 2 FOUNDATION ,4T C�,4R,4C;E
2 x Ra fterslBeams/Joists 02 STP 19% M.G.
I-Joists Provided by TrusJolst, or sclulvalent.
Engineered Beams Provided by TrusJoist, or equivalent. 4" CONC SLAB W/6X6X10110 WWF
Plates 2 5i'P 19% M.G. OVER 6 MIL VAPOR BARRIER OVER
Studs "2 SPF 1'3% M.G. - Typical - Unless Noted Otherwise CLEAN,WELL COMPACTED, TERMITE HEADER BLOCK OR OVERLAP SLAB RECESS SLAB 3/4" FOR
I w�
TREATED FILL 2° 11/2 THRESHOLD 1
Stud Grade 5PF 199, M.G. (2x4 up to 8'-1 118", one story residence only except partially enclosed structures) FORMED k CAST Q DEPTH = STUD + 1 114" (FROM
I&A I I na 1 is sha I l be type '124MM n' unless noted otherwise. Options to using common nails are as follows: STEP DOWN 1-1/2"
12d=10d=0.131"x3" Gun Nails RECESS SLAB 314" FOR SGD 0CK1
8d=0.099"x2 114" Screw/Glue Shank Gun Nalls (provided that the o/c spacing is reduced by 1/3. 1.E.: 8d a 6"/12"o/c becomes _ VARIES =.=.-=-= ------ _
OUTSIDE FACE OF BL
0999 x2 i/4' g 4"18"o1c.) -7' -4-IL
--- --- ----- ---
C.-Where not otherwise shown on pians, all Halling or screwing shall be as indicated rn the current Florida Building Cods, ASCE -98, - - I SLAB L COMPACTED,TREATED FILL - SLAB
i .
OVER 6 MIL VAPOR BARRIER OVER
andlor i99Z NDS - ---- --- ---�r --------- -- ------- _ - TVP. GLEAN, tIEL D,TRE - - - - TYP_
-17
referenced above. All sheathing must be nailed or screwed E adhesives SHALL NOT be used in place of nailing -
D Metal connectors to be provided by SI`MPSON. Alternate connectors w/ equivalent or higher allowable loads may be used in lieu of -- -_ - -_ - _ _- - ACTED -
I
GLEAN COMP ,, -- -- __- .
" t P1GAL FOOTING TYPICAL FOOTING - SEE iIST2 FOR
sped Fieri components. __ — _ _ - _--, _ =I - -- --
1 u III ' = I ! —I =1„ SEE T/ST2 SAND FILL --i l l -I... ...,—
1= I I— ' —1 SIZE/REINFORCEMEN
:_ , —i I I — I' =1'; -1 2r4 CONT. - 1-STORY = _ f I I FOR SIZE/ = =I = 1 I
E.All exterior walls to be sheathed with min. �II6" O.SB. with 8d g 6" oc along panel edges, 12" oc. in Heid C8" with partially enclosed ;= f I f I s - _ I = I —I € —iC2r5 oR C3r4 CONT.FOR 1 �- t I I = i 1 I —I! i
i I!—I — — _I 1 f— i REINFORCEMENT
structures), except as Hated on Structural pian. =I = ]roll= f -� III= f
! — I I:: 2-STORY
F Engineered componets (trusses, I-Joist, etc.) shall be installed per manufacturers specifications a directress. i STORM TYPICAL FOUNDATION
06,411 permanent bracing of trusses with continuous lateral braces shall be diagonally braced per HIB-91 spaced not more than 16 feet oc. and 20„
—I 1—
not more than 4' from end of continuous lateral brace. — I
2 STORY
STEEL.-
12 INTERIOR BE,4R1NC� — - -
.eLDe c! fabricate, and erect steel according to AISrecti g STEMWALL STEP DOWN 3 FOUND. AT S.G.D. (D3 -
1
FOUND. AT S.C3.D.
"Specification for the Design, Fabrication, and Erection of Structural Steel Buildings", 9th edition_MStructural steel shaI1 be:Except as below ASTM A36 LL
Pipe ASTM A53, i ype E or S, Gr. B 4" CONC SLAB W/ 6X&X10110 WWF
HOLD HDR BLKTube TM A500 OYER 6 MIL VAPOR BARRIER OVER TO OUTSIDE
MCLEAN,WELL COMPAC i CD,TERMITEC.AI1 bolts shall be A30Z unless noted otherwise. TREATED FiLL DAll welding shall be by a certified welder. TYP. SLAB g 11MAr RYs (S i F PARI HAND TOOL ALL CONTROL JOINT i-1rz"
(SEE FOUNDATION TOOL 1" DEEP WHILE CONCRETE 4" CONC SLAB W/ 6X&Xl0110 ULF
A..Concrete block sha 11 have a minimum compressive strength, f'm of 1!3"psi. Masonry sha Il be 1a rd up using type S mortar only.
PLAN) IS WORKABLE OVECLER N6 NILLL COMPACTED,BARRIER OVER
FILL
Arlt' masonry in contact with earth shall be grouted Full. Grout shall have a minimum compressive strength Of $gypis
--------_ —. -
_
Ii
�All concrete masonry operations, shall be done in accordance with the provisions of the latest applicable recommendations of the '—
ACI Manual of Standard Practice.
G.Lap all vertical reinforcing a minimum of 20".
= —I TYPICAL i=OOTIW - SEE 1/ST2
D Provide horizontal Joint reinforcing at 16" oc. vertically. Reinforcing wire shall conform to ASTM A52 and ASTM Al6"1 T7PE 304. . I_— _ e _ —
SiZE/REINFORC
TYPICAL FOUNDATIONroll
MIN. —
SUNKEN SHOWER DETAIL
—il I i !I-1111=!Ili
13 CONTROL JOINT
9 4 FOUND_ AT DOOR SILL
�. FOUND. ,4T DOOR 51 LL
DRAUIN BAM,RW
CHECKED LAP
STANDARD FOUNDATION DETAILS SCALE NOTED
DATE 1/1-1/02
I" AIR SPACE JOB NO. STANDARD
(lr4 x 2'-0" OVER k
n=LA9HrNG MUST PASS THROUGH 8"x&" CHASE IN T RAS<- DETAILS
BRICK VENEER s A LEVEL BELOW F CONC.
EXTEND FLASHING BELOW SHOT_ PLATE ----____-- -`�.� WALL. BLOCK STEM
N SLOPE — —i `
Fou l d a l On Note.; EXTERIOR WALLS HAVE THE EXTERIOR METAL OR PLASTID GROUT SOLID GRADE —I +
SHEATHING FLUSH WITH THE FOUNDATION. (POLY)FLASHM — _
PULL ALL INTERIOR WALL DIMENSIONS AROUND PIPE 1 —I — --, I- Q' .;`'`'mac
FROM r OUTER EDGE SLAB. WEEP HOLES ® 48" OIC COMPACTED — _ 'tt X53`
I I GROUT SOLiD _' :{1=�.,,..�_.j,:�
l,U000l vert i ca construction -
3/4" (NOM-)STUCCO OVER LATH E PAPER CLEAN D i= AROIiND PIPE
SAND FILL ! ; CC
shown 8" MIN- - DEEPEN
atop p ! O u n d a t i on 1/4" GAP BETWEEN SHEATHING 4 CONCRETE � FOOTING 6 CHASE� L I�I . . f 1 TYPICAL FOOTINCs - S=EE l/ST2
�` a TYPICAL FOUNDATION •. . � _
T r LOCATION AS REQ'D TO � 1 FOR SIZE/rR€IN
details r C l a r i t�. wood PROVIDE PROPER r'
p 6TUGG0 STOP GRADE FOOTING DEPTH. T - w
, I i
C ' or other s t r t r l � LIGHT COAT MASONRY "DRESSING" TO FILL FILL yplD BETvZEN BRIG U T I L I T 3/',f' � A.L•. �`���```'
�' CN�4SE UT{L T�' C!-I,4SE
vertical
/,p //��y� I y� BLOCK VOIDS AND/OR HONE COMBS Y�ER t FOUNDATION
Y `,<art i ca l Col 1Struct I O1 I WALL€IUMOWAR OR
GROUT,FILL SOLiD FROM
FOOTrNG TO UNDERSIDE of 1 PLAN !
acceptable a s e e S T l for FLASHII�IG a �; � I�l
5peci f ic,5. �5 STUCCO DETAIL i� BRICK DETAIL MONOLITHIC: FOUNDATION DETAILS STEM MALL FOUNDATION DETAILS SHEET
L
THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WiTH THE
STUCCO ADDENDUM BRIC�G ADDENDUM STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS
e) 7 2
OF - SHEETS
c
Cmlfr4
r2nx4•I GYP OVERHAWSS IN EXCESS OF TroAND UP TO 24' THiS DOCUMENT 15 AN
MSTA24 IW C3)10dM4D,ct CN STUr> n
APPROYEp TRUSS,-TO-11!CONNEGT012S ASSEMBLY(TPP 4 e HEADER,4+SILL) BLCCKMG CTYP) USE 2x4 SYP OUT LOOKER AT i6"o%CLIP TO> INSTRUMENT Or
TII6"APA OR TECO RATED UPLIFT CLBS)1 GCNIVEGTIDN 1000 SEE STUD WALL SPEGTFiGATTONS HEADER(SIZE DSL TOP PL.WITH C2)E i5 W/CS)Sd.OYER�IANGS
0-465 C1)H5 UTI C4)Bd/END 1p HT.CFTJ' STUD SCHEDULE PER CALLOUT ON •SPH416/8 PLATE 16'OR LESS USE 2x4 GYP OUTLOOKER AT 24" ENG NEER`S SERVICE
S EATHW3 ON ROOT=DECK STRUCTURAL STRUCTURAL CONNECTORS NOT REO D
WITH 8d RAILS AT 4"O.C.At 0'145 CU H48 W/C5J 10d x t-ln°TEND PLAN 0-9'-t 1I812x4 n SPF STUDS a i6" OIG HEADER PER STRUCTURAL PLAN ' ALL FRAMING MATERIAL TO BE (2)SPH4/618 BLOCK SHEATHING EDGES oIc WITH Ci1H5 W/CS�d FOR OTHERS FOR CON-
0 ExcEPT AS 1�toTEe +'2 SPF PLAN)OR TRlass !F APAfrECO RATED STRUGTION OF PROJECT
465- 01 f2)H5 W/(4)Sd/EIVDIEA 0-!@'-1 TIS 2x4 SPF STUDS•t2"OIC 11 WITHIN 4'OF GABLE TRUSS
ALL SUPPORTED PANEL LAYOUT IF SYS 42. SHEATHMG IS NAILED ASTEN SHEATHING TO FRAMING AT 3"o/c
EDGES AND 8"OIG.M FIELD. 145-1000. (2)H16 WI(5)I0d x 1-1/2"/END/EA 0-11'-1 118" 2x4•2 SYP STUDS 9 12"OIG MAY BE USED ll O a 2 S"P ONLY ;zqER f I INTO TOP T2 ASSEMBLY a ON EDGES,6"G/G M FIELD ILII Sd. AS TITLED BELOW_ {
(6)1-114"QALY.ROOFING 0-1000; Cl)H16/HtbS WI fi0)10d x I-ill"TO TOP PL. 2x6 n SPF STUDS+16"OIG IF BOTH eSIDES OF FRAMING IS C04GARAGE°F � If o/ as N�1(1)�OF
INFORMATION DERIVED !
NAILS a EACH SHINGLE TO 0-1000 i Cl)MT512 WI(1)tod x I-1R"/Emb - 2x6 •2 STUDS+16'OIG SHEATHIED. SPE#416/8+32"oIc "
51-EATING a TOP IE To HDR 11 II FROM THIS INSTRUMENT
PURLM 50T OM CHORD OF ALL III ® IN THE EVENT THE CONCRETE
WITHewe (2)ITSTA24 WI CORNER of APA RATED SHEATHING To CAN NOT BE USED FOR
?BUSS-TO-tom SCHEDULE SEE TRUSSES ICUL 1x4 O T NAIL THROUGH A.PA RATED SHEATHING HP�EMB EMBEDDED C9r0d/END/STRAP+ EA � GARAGe MATCH ROOF SHEAIRITJG OTHER WORtGS UNLESS 11
TRUSS SCHEDULE FOR PRE-ENGINEERED ROOF PEt�PINDICULAR TO TRUSSES a INTO NO.2 SYP FRAMING W/8d AT 3" STRAPS.IT 1S ACCEPTABLE END OF HEADER UAOA
CONNECTOR TRUSS Oe RA R 24" OIG U S IUR NAILS AT O.C.AT ALL EDGES AND INTO EACH PLY TO SU55TITUTE(1)MST48 !! n � AUTHORI ZED BY THE.SPF-STUDS :
EACH TRUSS -UNO. OF EACH DOUBLE INTERIOR PLATE,12" SERIES FLAT STRAP PER WALL SHEATHING SHALL BE 1/16" �5_PEATHMG NEED ONLY 2x 02 SYP DHL .TOP PL.(SLOPED) j ENGx[NEER WITHOUT I'
ALL O.C.ELSEWHERE HPAHD22.FACE MOUNT THE A.PA RATED SHEATHING WITH 8d II COVER LOWER a OF TOP to INFRINGEIMENT OF LEGAL
"4ALLEXTERIOR1/16 WALL SHEAT'{IMGs W W STRAP TO THE FOUNDATION NAILS AT 3"Or-AT ALL PANEL I€{I ASSEMBLY 17-
(2)
FR C�HTS_
SOCID- ie s 32"OIG WITH EITHER(4)1/1'0 1/ib"APA RATED SHEATHING WITH
SHALL BE 11[6" APA RATED FOR OTT-f1_R UPLIrt HARDWARE EDGES AND 8"OZ_M FIELD Al iP ARE PROPERLY Sd NAILS+ 6"oIc ALONG ALL PANEL
(2)2x4 n SYP TOP FAS W/ SHEATHING WET!I Sd NAILS A7 6" Lu/3x3 Trc RODS+4' OIG AND GON1,EGTIONS,SEE TYPICAL CTYP-UN.OJ SHEATHING PANELS 11 If
C2)ROUTS !0d a 32"OG_CU)YO>MINE O.G.AT ALL PANEL EDGES AND w/3x3x1/8"WASHERS. EPDXIED ALL T1 TREAD$W/ NAILED TOGETHER
24"LAP WI(12AOd N LAI?SP1-14Jb/8 8"O.C.IN FIELD(TYP-UUN.O> WALL SECTION AND TYPICAL 4 114"MIN.EMBEDMENT OR SHOULD BE ORIENTED B)TRIISS CLiPS/STRAPS EDGES AND 8" oIc M FIELD. BLOCK RE DESCRiPTI ON
F'1=RPINDIGULAR TO FRAMING ARE ATTAGI-I TO BOTH a IR"GYP ALL EDGES(CONTINUE STUDS t SHEATHING
HEADER FRAMING DETAIL C16)3116"0x 1 314'TAPGON Ta iTNtS=F�SIaE OF o-UTLsJ
+32 OIG OR WOOD•Tf RODS a 6' SHEATHR i PANELS SHOULD$E " F3 >< A1�1E�1�0 .FAST=7!STRAP TCj .uxa. T$TSc�ESIRq}-fEi , SHEATHING TO$E IDS O TED PERE'.
OIC 3x3XV8" � 1R„0 x 4=� �ED3 W fl�DC- AT DOUBLE INTERIOR STUDS W1I.FAST E. SW ATHIFRAMCs QRS,NTE
DRiI3dTED PEI2PMDIGULAR TO ANCHORS QS EPDXIED ALL SILL(TPP) JACKS PER PLAN li 1!
FRAMING MEMBERS EF EXTERIOR SIL.LS/PLATES/BLOCKMG,NAIL 1 2
RAFTER-TO-IR CONNII=(TORS FINISH IG STUCCO,UTI O. THREADS a 32"oIc W/2x2x118° FIRST PLATE TO SECOND PLATE WI Mg+L 3 KING STUDS EACH I CELLRVG HEIGHT PARIES
1 ENCsT1 1 CONNECTOR 12 SYP P7 BOTTOM IE w1 W 'OR W 00D•TFa RODS+ -
C2)ROWS t2d MONS AT 8"Ox::_ SlDE OF OPENING WHEN
4 0/0_WOOD-Tie a RODS+ HPAH022 WI C23Abd TO USING 2x6 FRAMING,5 KING
SPH4/618 a 32”OIC QS INTERIOR SHEARWALLS ADD PtURLM SOi IOM GaORD OF
0-1' I1 H5H81II6,0�2 IyTS12 EITHER 24'a/c SHOT PINS 012 Ibd WIDTH REQUIREMENTS STUD ASSMEBLY(2) STUDS F_AC44 SIDE WHEN 11 ALL TRUSSES WTTH bc4 SYP
WOOD•TIs RODS a 6' OIC SIDE PANEL HEIGHT TO 3 -
" PERPRVDiGllLAT2 TO
PER SIDE OF OPENING USING 2x4 FRAMING U1V0_ lilt WOOD-Tis ROD TRUSSES a 24"OIG w/(3) li 4
��"`'� �"0x1"EMBED A.B.wn"x2'k1/8"WASH CASE HARD NAiLS+ 18"oIc` AN BOLT(S) 1?CfLl MM.w f2"MAX FROM 10d NAILS AT EACH TRUSS - � p M5TA24 W/(9)I0d
(11 Ht6 Og MTSi2 AT 32"oIc�In"H OT?IN le RODS s Z OR PMS 1, 2,-1' °ANCHOR BOLT AS JAGK/STUDS) A 8 MSTA2NALSLU/ a E10 SIDE OF
b'OIC C EITHER SHOT PINS a 24"OIG •2 SYP P7 BOTTOM TE PER TAIL E/5T1 PER TY?WALL SECTION. UN.0.
4"SLAB MM'xa"THICK- II II 11 8 EA STUD ABOVE
> PLAN OR Tbd CASE HANDS+i8"OIG _� r,' T'_5" 1fPAHD22 NOT I LQ'D HEADER s ABOVE
t0
EKED 1CsE ILV(tr4 B HEADER
JACKS 1'AND a:�._:_._MAY +THIS LOCATION fF 11 A
USE e4)10d IN LIEU OF ice__ - .. } 4' T'-2 I/2"
TRUSS-TO-e CONNECTION •# .r. WALL LENGTH a8' CONT.UNDER DOOR
• (5EE DETAIL 6/ST2) FINISH
b x 6 - Wl.4 x WL4 ILAUF
FINISH 1 s •ALL CONCRETE MINIMUM 'TYPICAL W1ALL 9 11 PEAK- TO 11':2x4 STUDS
r OR FIB>=URA x H •8 FFE I I I I I I II IF
FNI 1111 I I E To 14': 2x6 s»GRADE `:: 2500 PST coMPREs$IY$ I I 1 I TO 16': 2x6 SYP62
WATERPROOF BARRIER STRENGTH+28 DAYS., •--- COTWEGTIONS: f2- l
TO-STUD,
II I STUD-TO-SHOE, B 16': 2xa SYP2
SHOE-TO-FOUNDATION
FOOTING IT BEAR ON UNDISTURBED SOIL THS °ALL ��—I I I 1 I�I�LI I � ' I I I I I�! , I '
FOOTING(S>~TYPICAL WALL SECTION))
NOTE:
MASONRY STEMW,ALL MAY BE USED M LIEU OF MONOLITHIC POOTIiVCx INSTALL ANG?-EOR BOLT,iF USED,WITINM 8"CF EMBEDMENT)CTYP1
BE,ARMG WALL ENDS AND WITHIN 8"of DOOR OPENINGS M BEARING tiIALLS_ SEE TY P1C4L coNGRETE SECTI�15 FOR D MRADMONAL MET WOODsTfC ANGHORi1JC RODS P
REINFORCING AND DiMENSIONMG OF FDOTIi�1a9.
sTi
TYPICAL WALL SECTION sTi SCU - S CiA SI-I A WAL TAI TI G G
1/211 11-011 11-011 sT� DOO OPENING DETAIL sT� GABLE END BALLOON FRAMING DETAIL
1�'t ° 1'_0° Builders
•SWI/ `. �RE IPL MIN.48"
OVERLAPS 2x4+1 SYP OUTLODIGER F i rstS o u r V e
W1/TA2 's tU.1(S) NAiLS+ TOP PLATE SPLICES OR(2) •OVERHAWSS < 1616 2410/e W/(1)H5 a EACH o t :a c k s o n v I I e
MSTA24'e W/('3)IOd/EtJD,G=TITERID ON EACH SPLICE OUTLOOKER TO TOP CHORD CF GABLE i
APPROVED TRZISS-TO-I£COFb!£GTORS STUD WALL SPECIFICATIONS {[FADER 1'ER STRfJCTURAL �- •pYERE IANGS 16" >24" alb"oIc WI(2J H5 a E {
UPLIFT fLB$J! GOIVNEGTlON UPLIFTS >
loom SEE 11's'- C/8"! STUD SCHEDULE ® PLAN oft TRUSS LAYOUT STi STi BLCX-FG SHEATHING ER'sEs OUTLOOKER TO TOP CHORD Ifo"O OF GABLE TRUSS
0-465' (I)H8 W/(4)5d/END STRUCTURAL 0-9'-I V8"; 2x4 2 SPF STUDS+ t6"OIC NAiL THROUGH APA OR TECO RATED SHEATHING BLOC 4'HE GABLE TRUSS
0-145 C11 HS WI C5)t0d x 1-1/2'/END PLAN 0-10'-I 1/8' 2x4 7 SPF STUDS + Cl"OIG a1W INTO NO.2 SPF FRAMING PER SHEAR FASTEN SHEAT)11W3 TO FRAMING —
465000' C2)H5 WV(4)10d x �A 2x4•2 SYP STUDS v I2"O/C WALL TABLE. - AT 3°I6" O.C.U11 Sd TO FR
146-1000 C2)H48 tU/(5J i0d x 1-!R"IENDIEA 0-Ir'-1 IIS". APA OR TECO RATED SHE.AT'HWz FASTENED To (22"FSTA24 WI(9AOd/END BL1tLT 11P OR BOXED COLUMN MAY l
0-1000 fi)HIb/HI6S WI(10)10d x I-In"TO TOP PL — 2x6 •2 SPF STUDS s tb"OIG Ff?AMMG PER SHEAR WALL TABLE FROM BEAM 1 TO POST i
0-1000 CU T Ir512 W/(1J Tod x 1-1/2"TEND 0- - 2x6 •2 SPF 5iLDS a Tb"OIG (BLOCK PANEL SI SHEAR WALL CENTER STRAP+ JOINT BE USED fN LIEU OF 4x4 OR 6x6 APA OR TECO RATED
UN O.ON STRUCTURAL 1116 APA OR TECO RATED PURLM BOTTOM 8d GAMMON HOLD DOWN s ENDS M ADDITION (4)13!x3" QS END SHEATHING TO MATCH
WITH8drING ON ROOF DECK , NAILING TO TYP.WALL SECTION(A/STl 4 PLAN USE -2 SYP O'3 2 SPF 2x4 NAILS s ROOF SiNEATHMG -�-- _
WITH Sd NAILS AT 4"O.G AT CHORD OF ALL
ALL SUPPORTED PANEL. TRUSSES WITH 1x4 SPACING B/5TI) WOOD-TIE ROD MAY BE BUILT-UP COLUMN 110 4x4 OUTLOOK TO TOP B 6550 Roosevelt Blvd.
EDGES AND 8"Or- IN FIELD_ SYP
USED M LIEU OF SPECIFIED HOLD- PT•2 SYP 4x4 POST GABLE TOP CHORD Jacksonville,FL 32244
PRE-ENGINEERED % DOUBLE STUDS+t=ACE EtJD DOWIJ(5)4 SW !SWI WALLS. USE 5ply`2 SYP QS 5ply-2 SPF 2x6
(6)1-1/4'QALY.ROOFING PERPINDICULAR CF S!-FEAR WALL -COLUMNS GREATER
NAILS+ EACH SHINGLE TO Tom` OR RAFTER TO TRlSSES a Zt^ EDGE FIELD 1-STORY 2-STORY BUILT-UP COLUMN ILO 6x6 x 2x L-BRACE ON GABLE VERTICALS AS Te1904.772-6100
SUIP l0' IN THOSE 3 Q SPECIFIED BY TRUSS MANUP_(MIK 2x4 n
SHEAT OIC w/(3)10d WALLS �B'LONG.)NONE SUP1'ORTMG � Fax 904.317-2835
NAILS AT EACH Sw 6 8 ReQ'Dt WALLS <15' LO w. CTAP ENGTTJEERT=D WOOD $ ty SPF W/rVo1c.131x3"NAiLS s MAX 24"o/c).
1-FEADI=R KING STUDS MAY SERVE C1)SPH4/b/8 WY 1rI"0 x PRODUCT: USE PT 02 a GABLE TRUSS
TRiSS - UNA. AS DBL STUDS AT THE ENDS OF 4-111"EMBED EPDXIED SYP 6x6 POST. C11TLO. r
(2)•2 SYP TOP!£ FASTEN WI(2) SHIEAFAUAI ALL THREAD a 3x3x118' ON STRUCTURAL FLAN) 1 — — — —
ROWS rod N oIc CUTlD>MiN 24"LA SPH4/6/8 s DS W 4$ WAR WDM 3"� i C2) 2 SPF 2x4+ EA C;01 f R + CLIP END OF LATERAL BRACE TO GABLE
TRUSS-70-le C4��NNECTORDULE SEE W/(12J10d !N LAP. U100D•Tie RODS W/ STUDS/SPH4/618.• 1 ILO.4x4 POST.C3)4 SFF p 2x -B INC T M T BOTTOM G�IOT� WITH(2)HS CLIPS.
TRUraS SCHEDULE FOR 3°x3°xI/8"nraSUER s 4^oIc 2x4 S+COtdVERS DIRECTLY R POINT OF "JC"
CONNECTOR
flA4' 22 WI 518"4 x 5-1R"
SPH4/618+32'o/c SPF STUDS SWI) 3 8 EMBED EPDXIED ALL 3>M3SI6 P057 TO SLAB CONNECTION t3EIlEATH BEAM WEEK 6x6 IS m B -S INUL4 814 A EA GABLE BOTTOM CHORD TO TOP B W/MSTA15
RAFTER-TO-B GONiVEGTORS OR WOOD•Tle STUDS PER PLAN THREAD STRAPS WITH ASU44 OR ASU66 W/ REQ'D. STRAP W/(1)10d/END a 48"o/c OR.131x3 TOE
JACENT TRUE WI f3J.?31x3" "
LENGTH CAHA!£GTOR RODS W/3"x3"x118° 12)16d b 1/2'0x4 V4'El"ISE HT-116 t 5/8'0x5-1n' m "X" NAILS To TOP e +3"oIc-STAG-ESD AS REQ'D.
WASHER,9 C2r5PH4/6/8 WI in"O x 4-V4 EPDXIED ALL THIREAAD �� EMBED EPDXIED < 4/12 PIT - 8'ole
1)1-15,)48,{416,QS MTSt2 b"oIc SEW 3 8 1�gED EPDXIED ALL �� (U HTT1b a 5/8°0 x 5-t/S" 1 ALL THREAD ■ •2 SYP LEDGER FASTENED x 41t2 <'V12 GN - 6'o/c 1/16" APA OR TECO RATED SI-EAT14 NG W/8d NAILS
--- -- THREAD Wt 3x3xV8" EMBED EPDXIED ALL r_--_: -- EACH QS TO 16"o/c STUDS w1 13tx3' "' >1112 PIT 4'o/c _ a 6" OL.ALONG ALL PANEL EDGES AND 8"OL.IN 14
1- 4
FIELD. BLOCK ALL EDGES fC.ONTMUE SHEATHING ]f! \NLS
} TO MIDPOINT OF GABLE BOTTOM GNORD)
C2J H5'5 Hs S - i. SHDIlIV ON (TRUSS-TO-LEDGER ;
"STRAPPING, fp WASHER' THREAD. �-- ALTERNATIVE AS GUN NAILS +EA STUD
_ —- CONNECTORS,CLIPS, STFdJC11UiQ4L PLAN CONNECTOR SPECIFIED
CU Hl6 �I"ITSI2 NOTES:
STUDAPA OR TECO EXTEATEDRIOR
SHEATHINGS OVER SPF U 5116' HARDI-PANEL 15 PERMITTED AS SUBSTITUTION! " � }F FIRST OUTLOOKER IS MORE
>�' ` MAN -- STUDS.ALL A RATED WALL SHEATHING SHALL RODSAAREN NOT REQ D e FOR RATED SHEATHING ON EXTERIOR • \ \ \ I I BY TRUSS ENGINEER) l
JACKS T AND SHORTE=R MAY BE 1116"APA RATED SHEATHING WITH Sd NAILS WALLS ONLY IF NOTED ON TAN£ 5TRt1CTURAL FIAR BEAM ABOVE
USE (4)Tod IN LIEU OF AT 6"O.G.AT ALL PANEL EDGES AND S" O/C.IN s INTERIOR BEARING \ \\ \ /2x4=1 SYP LATERAL BRACE C3).131x3° NN---114
��/� / 1116"APA OR NAILS SYP LATERAL
BRACE INTO EACH THAN 32",FROM FASCIA,USE
TRUSS-TO-12 CONVECTION FIELD LENT-UNO.J. SHEATHING PANELS SHOULD WALLS SUPPORTING � 2) OPENINGS IN SHEAR WALL SEGMENTS PERMITTED ONLY \��h��' TECO RATED NAI SS BOTTOM G RACE EXTEND C2J2x;'S•FIRST OUTL ONLY
P S-101N ON T'HE FRAMING PLAN REFER TO DETAIL LEDGER t GONNETION SCHEDULE(PER TRUSS)
138 ORIENTED P1Rf'MDIGULAR TO FRA.`11TVGs ON r FLOOR LOADS. HOLD DOWNS D/STL ��� SHEATHttJG tw RV•0-T76___2xb w/(5)NAILS a EACH STUD. BRACE TO FOURTH NMROR TRUSS.
STUD WALLS WITH BRICK VENEER MEMBERS IF EXTERIOR FINISH IS STUCCO,UNO. FOOTING TEFF TYPICAL WALL SECTION) PER TABLE \� FOOTING(SEE FOUNDATION 6"/12"o/e 8d LATERAL BRACING FACING-
OPTION: SECURE BRICK VENEER PLAN FOR SiZE) RV• MAX-M-1241_2x8 w/(S)NAILS a EACH STUD. ,s
TO WOOD FRAME w/GALV.TIES,* 3)HT-M SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH INAILING- 4 SiDES < 411'1 PITCH -Vo/c MSTAIS STRAP s
RV•?242-l862�xr2 wI(12)NAILS+EACH STUD. 4/i2 <IM PITCH - 6'o/c
/� v �'•� 48"oIc 04_131x3"
SYP BOTTOM TE WI{2J ROW]$OF 10d EPA fD22 Wn23a6a TIP. PORGY-! POST 4 i ALT. 5oxf-E / � >1112 PITC-44 =4'o/c TOE NAILS
lb"oIc HORIZONTAL t 32"a/c NAILS+ Q°oIc,STAGGERED.
VERTICAL SHEAR WALL ASSEMBLY DETAIL BEA„i FRAMINS DETAIL COLUMN DETAIL TRUSS LEDGER DETAIL sT� GABLE END BRACING DETAIL L
314"TSG PLYWOOD - S I 11 _ r- 11 u= '- " ill I-mut n - t ,I
NAIL SHEATHING TO BOTTOM 3fl 6"16"o/c 106 NAILS a GLUE 112 - 1 1� 1 ID ! 112"=1'-�" i/2 - 1 -0
AND BAND BOARD PER REQ'D WI LIQUID NAIL OR EQUAL. 1
SHEAR WALL NAILING (2) .131x3" NAILS/TOE-MAILS FROM i
STRAP,ACROSS J0rNT5 IN NAILER TO HDR OR JACK STUD. -- TRUSS TOP CHORD
BAND BOARD W/C1,TISTA24 USE 48" STRAPS ILO.
WI(9)Tod NAILS I END SPECIFIED 40"STRAPS HORIZONTAL 2x4 SPF LLUR D•TiE ROD FROt"I ABOVE, �� i,
F LOOK DHPi1I iP 16" SECURED TO CBEAT1v1AIi-)1116
NAIL SHEATHING TO TOP fE (NOT REQ D LIPM USING HEADER PER BLOCK1NCs BT1LN TRUSS "
PER REQ'D SHEAR WALL IIWOD•TLE RODS) C4AOd •KING WOOD•TIE ROD THROUGH BEAM SECURED VIA WOOD-TIE ROD t
EDGE NAILING STRUCTUPLAN RAL II STUD-TO-HEADER, CONT 2x4(t AYBE OMITTED P(U 1115TAIS IS USED CENTERLINEEOF BEAM W/ (U WTTIb WI(18)i66 (MAY BE ROTATED O
EACH END AND FROM BLOCK-TO BLOCK ACROSS EA.TRUSS) 3x3x1/8"W45HER t NUT_ ! TSO'TO CONGEAL FLANGE)
ATTACH 2ND FLOOR STUDS TO FLOOR TRUSS OR I-JOISTS � EACH PLY. ,
IST FLOOR STUDS OR FLOOR UPPER FLOOR STUDS TO LOU.ER 10d +b"oIc FROM
BEAM UV 40"L1=113TH(48' 1F FLOOR STUDS OR LOWER FLOOR TRU55-TO-B AND APA OR TECO RATED CONT.2x4 TO 2x4 � F p
FLOOR DEPTi-4 B 16"1 OF GS {2J'2 SYP TOP E. BEAM W6 T i-i 40"LENGTH Cr-CSI6 B-TO-87UD CONNECTOR SHEATI-ITNG IW CI)ROW OF BLOCKING A�-
STRAPS a 32" O/C WI(!I)10 FASTEN W/(2)ROWS 10d STRAPPING w1(IIAOd/END. SCHEDULE FOR SPACING ATTAC44 FIN OF WIND II 8d NAILS 3"O.G.AT TOP HORIZONTAL 2x4 SPF r1
d/END [CENTERED ON FLOOR sPF STUDS 12"oIc IIT/MIN.(12)10d M CENTERED �FLOOR SYSTEM CONAIECTOR(SWEET STI) TO HDR /NAILER (INTO ln'S)AND BOTTOM TIO BLOCKMCs BTW1 TRUSS
SYSTEM)OR USE WYOOD•Tte LAP CUN.O>MIN.24"LAP 110' -Tia RODS a 4'0/c. (INTO HEADER)NO SPH'S R OOF SHEATHING
� �-
3x4 +2 SPF NAILER !! REQUifsD Iv1 UPLIFTS UP
RODS•6'O/C(4' o/c+ - °
INTERIOR WALLS). CONTINUE SPF STUDS ALL JACKS TO HEADER JACK AND KING STUUDS, TO;000o7 RISS. IF TRUSS
A.P.A.OR TECO RATED HEADS W/f6A0d M CONTINUOUS 2x4 SPF•2 lL1(3) # V
QUANTITY/SIZE/cs!2ADE/SPEGiES QUANriTY PER CALLCIJF ! UPLIFTS EXCEED WOO! ST� WOOD BEAM I A
OF STUD ` SPECIFICATION BATH"1G OVER sPf 5TH$ HEADER,°SER(6'10c' M JAG!` ON STRUCTURAL PLAN f `' T MST ` l•I�OOD T f E BE14I"i CONNECTION ALTERNATIVES
ON STRUCTURAL SHEET(51 OR '"2 SYP PT BOTTOM R w/5PH4/618+ CONNECTED TO THE
1n'0 x 4-1/2"EMBEDMENT WEDGE P! t3bc3"NAILS r0 EACH TRUSS I
82)THROUGH FLOOR SYSTEM TO 32"oIc OR WOOD•Ve3 RODS 11 6'o/a !HEADER SEE Sl
FOUNDATION AND ADD CU CS16 '`���` 0y4 EPDXIED ALL Bn!!WiiVDaL ENGINEERING SHEET. � VERTICAL t a 6"oIc.131x3" inn
PER PLY ACROSS FLOOR THREADS+32"oIc W/2x2xl/8" TRUSS TOP CHORD NAILS TO INTESI"EDIATE
WASHERS OR WOOD-Tic RODS a OPTION FASTER ADJACENT BLOCKING.ADD(I)I"ISTA18
SYSTEM EOR WOFOUND RODS KINGS AND JACKS WI(2) STRAP LV f1)T0d/END +EA O
CONT'.TO FOUNDATION). IR°0x1°EMBED AS.w/1"x2"x1/8" 4'014 1000D•TIe RODS• FASTEN ADJACENT KINGS r3)Ia0lLfS OF 10d NAILS e
WA—%-FER AT 32"o/c OR 1!I"0 WOOD•Tte MTERSO -SIHEARl.UALLS ADD AND JACKS W/(2)ROWS__' I ROWS OF IOd+8"Or- HEEL/ENID VERTICAL - � SPLICE(CONT.2x4 MAYBE _ _ (I)ROW OF 10d NAILS a= 8.OL,STAGGERED AS � �—
RODS a 6'o1c W/SHOT PINS a 24"oIc EITHER 24'o/c SHOT PM Q9 16d of Tod a 81O.C. OF TRUSS • OM1TrE-D IF(I)MSTAl8 IS USED t" t" • 4.OG STAGED,T N '1C • • SHOWIy EA PLY, r[l
OR 16d CASE HARDS s t8"oIc IlX20D•TiE ROD ADJACENT T 1J ll4"OFF T G 2x6. I' v
CASE HARD NAILS+ IS"ole BLOCK-TO BLOCK
TO KING STUDS EACH$IDEel)
OF OPENING > 6'-0' ACROSS EA TRUSS) ST ROW OF t,LU NAiLS s 6"OC. s
' StAG!sERED,U1iT1-IM 314"OF
7. - -- _. } < 3 ALL JACKS TO BOTTOM II OPENINGS GREATER THAN 1116' APA OR TECH RATED STI , RLME OF 2x4 • 1 S/8' • s -
I f .•: = ' 12:N-IP4/6/8 PER JACK 6'USE 1/2'0 OR 3/8"0 SHEATHING W/b /8 o% 8d NAILS • •
ANG-#ORS AT 48"00.OR - BLOCK ALL PANEL EDGES. 2 112 • �—
F �1 • d 6x6 - WL4x11114WLF • • •
OR RBERMESH 114'0 TAPGONS AT 32" OG
IMUM _ 1 1/2
BARRY 2500 PSI COMP-ALL OCINCRETERESSIVE TRUSS SCHEDULE FOR-TO-r-C1011NE-CTOp- DOUBLE TOP E OF WALL • •
POOPING TO BEAR ON UNDISTURBED 501E
sTREI�1sT31 s 28 DAYS.- (SEE TYPE ON fDTL A a B/STI) DROWN YES
/T r 2 1 5/8" CHEClGED LAP
OTE: MASONRY STET WALL MAY BE USED M LIEU OF MONOLITHIC FOOTIAI. INSTALL ANCHOR BOLTS DETAILS) STUDS I SHEAR WALL J 1 1R" ' DR S ��Cp
(IF USED)WITHIN 8" OF BEARUNG WALL ENDS AND WITHIN 8'OF DOOR OPENINGS M BEARING
MALLS. SEE TYPICAL SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS.
BUILT-UP COLUMN SCALE 3116
g TRd>DlTfOf�ldL METAL CONNE .TORS �9QA=Tie ANCHORNG RODS '2 SPF OR SYP ,2x[4' PLATE W5TS_ UP TO 16'-1 l/a" '1 SPF OR SYP2x8
M BRACING OF TRUSS HEELS BUiLT-UP COLUMN BUILT-UP COLUMN DATE 5/15/02
ST1 I"IULTi-STOR`�' TYPICAL WALL SECTION sTl TYPICAL- OPENING FRAMING DETAIL - UN.C. STi COYER Ire" TALL) AT SMEAR WALLS PLATS HGTs. UP Ton'-1 I/8" ASTEN W1ALL STRUCTURAL s Cr-�I`5 PLATE HSTS. UP TO 2m'--I" SOB NO. STANDARD
11 L" = 1'-0" 1/21, = 11-011 1/2" = 18-011 t2'OIC OR GYFwaM-TO-POST W/MIN 5d'a a 4'OIG
��.�o-KKNGSTUD MULTIPLE PLS' POST CONNECTIONS SQFT. DETAILS
ASSEMBLIES. CORNER POST.FTG_
TOP PLATE MAY BE tr 11-011
(1)tU00D•Tte 1 ADJACENT TO STUD POST 1F PORGY F BEAM 15 NOTCHED TO ALLOW PORGF# 1� _
CONVENTIONAL LUMBER(2x8,1x10,2x12,ETC). (1)WOOD•TIE ROD BEAM TO BE LET M TO
ADJACENT TO EACH SiDE OF POST IF PORCH BEAU"1 IS �• }�,' 4b,, r
ROOF S4i=�4THIN* c t
SUPPORTED"D� E1VrsrLVEERED LUMBER CLSL,LVL,PSL.ETC.) WALL PROVIDED TTHAT f U � Q .; � /
NAILING PER PLAN 2x4•2 SPF POST 15 ADDED DETAIL TO BE FOLLOWED AT ALL The FVOOD•TieAnchari Red em consist ofverRcally oriented 1/z"diameter,A3tY1 threaded steel rods �} /
SEE TRUSS EN6,rN ERMG FOR MAX TO EACH 51DE OF PORCH •, ,�"
BEAM TO SUPPORT TOP a LOCATIONS UIHERE EXTERIOR WALL secured to the foundation via an embedment ofnot less than 6"into 2,500psi concrete with an edge distance t + T
NO.2 SYP 2x CONT.TO TRUSS a oIc.PAGING OF S ADDITIONAL
TRUSEESS
RUNS BETWEEN TO PARALLEL TRUSSES. of 2' 3"when 2x6 is use and secured with Si 1' ' �
PORGH4 BEAM MAY BE NOTCHED M ADDITION,f i)WOOD-Tie ( �g• d? Simpson AT Acrylic-Tac two-part epary,oro4rer
�� TOP PLATE WI J3b(3' - MATGf I H.I.B. 3!FOR ADDTTlOf1AL TRUSS Srl •� [�
11 1/4 MAX BRACING F?, f 4ATIOK AROUND TDP PLATE PROVIDED ROD SHOULD BE INSTALLED ROOF/FLOOR two-part epoxy with equal or higher allowable tension toads for the identical application two-part ePoTY.The
BOTTOM CHORD OF TfzUSS EDGE NAILING SPACING OF THE TOTAL DEPTH OF THE BEAM IS TO EACH SiDE OF PORCH rods,a single,continuous rod or rod segments coupled together,culminate direct? above the t late with a = ;-
(UP TDA 2x12} F
Tlaiss>=a an t r °pal - •}- i
SHEARWAU.L SHEATHING >9-114 UNLESS NOTED ON THE SE.dU"i AND CU 1"t5TA24 3's3'7c%"ar thicker steel washer,fender washer and ort where it accuses the plates against vertical movement. -
(EITHER 6"o/c OR 3"oIc). STRUCTURAL SWEET St SHOULD BE ATTACHED TO The nut should be tightened about�to X Iran past finger-tight. At exterior wails,one WOOD*Tie rod should � `C
SHEATH TRUSS CLOSEST TO 1x4 SYP CONT BRACING (1)SIDE OF EACH TOP M be installed at each comer post-on the side ofthe post with the overlapping upper-most top plate-at each / j~ 2 (} '� aj� '
INTERIOR WALL W/1116" APA OR w1(2)10d TO EA TRUSS, CENTEt�D ON THE JOINT. 2X4 4 SPF side of each opening and at not more than six feet on center there after. At interior walls otrc IIrOOD•Tie rod ��� ••. i:•' f4IN _4+
TECO RATED SHEATHING UU 8d s 3- y DO NOT SPLICE - OVERLAP LEDGER w/ should be installed at each comer post-on the side oftbe post with the overlapping upper-most top plate-at
OZ_AT ALL EDGES AND 12"OZ M (4)J31 X 3" each side of each opening and at not more than fora feet on center .thereafter. Additionally,ifsno other '
JOINTS MM f2)T!����b i � ��v�
THE FIELD - BLOCK ALL EDGES VINYL SOFFIT NAIL P05T TO TO EAC4 4 hold-down is pTcscnt,a WOOD�e rod should be placed at each end o€each shear-wall segment if the end of �.�
(MATCH NAiL PATTERN SPECIFIED PORCH HEADER INTERSECTING the segment does not coincide with a comer or opening. For two-story walls,wails over 11'big1k or certain T `...
2x4•2 SYP TOP B aPF single,continuous tt=adedrod can't be used,a coupler should be used to join two
FOR SHTN'G+ Slil BELOW). SWI AND W/CU ROW!OF TSS oshcr lrcatiosLswhena
�JL5 QNL1'. 3/8'APA PORCH BEAM, .13]x3"NAILS a 2° ? +__—- OT MOM pies Of Tod logeter er to cmWe a continuos path fiom top plate to foundation.The eottpler ftmld be
EDGE OF 2x NEED NOT BE SHITNY3 w/6" SEE OIG USE WHEN C3).131x3"
FLUSH W/EDGE OF TOP II'_ FASTEN!SOFFIT TO o/e 6d STR UCT UPAL BOTTOM NAiLS a low-carbon steel with a cross-sectional area ofnot less than.2o square inches,ideally 13/.'long X 11116".
1x4 NAILER wI(2)I0d EACH Each rod should be threaded not less than'/:"into the cou0cr and the two rods should make contact at or near 'SHEET
2x FASCIA OR 1 OR 8d TO be4 SHEET SI FOR CHORDS ON TRUSS OR the middle of the coupler and be tightened as to prevent the movement of the coupler ar either threaded red
MTL FASCIA THRU. (b MAXa EA!b"OIG STUD R 16 NAILER t 2x MINTIUM 517E DIFFERENT
SOFFIT TO 2x FASTEN CHANNEL TO FRAMING, FASCIA SEE DETAIL AIB FOR STUD HEIGHTS ON LEDGER At exterior walls,APA or TECO rated sheathing,or 5116"Hardi-Panel should be applied to one side of the
FASCIA w1 SIDIAKs OR MASONARY VE14EER W/ S17E/SPACING QUI) METVTS. OPPOSITE Tp wall.An additional row of gd nails(6d with Hadi Panel)should be placed at 6"o/c into the top plate
APPV'D NET O.H APPV'D FASTENERS MAX m 6"o/e. T O.H. BLOCKING. assembly m addition to other nailing securing g the frame.
SIDES OF Y� arry g specified far the sheathing to
FASTENERS+ AT POLIES NOT WEGIFICALLY mBJTrF®WM;A NATE W�ALL. At exteaor wall apphications where the WOOD•'T9eAnchoring Rods are used to resist roof uplif3s and
q-IEAFALIAi-L (SHEATHING t MAX 6'014 To'&LE4T44 PORCR CETL Nc,�bac COMINUous 15RACM 0)4ZELIA14r L ETAIL FOR (3).131x3" overturning moments,additional intermediate shear comrectors are required to resist lateral wind loading
074-MMAY 173ED M ecFuIIMr1 nt OA1T-1 (perpendicular to the wall)and distribute shear-wall Toads(parallel to the wall,.The intermediate shear e) T I
(TORS PER PL ae�rrrc;LNt.M..,4aeu.Qg ExrEmoR�GRevA^E oYPesa OYER)-LANCE OYER ib`r NET TOENAILS a
Geu.ax�soARD 299 IF RATW Foe THE AFPLrr-4.n F EACH connectors may be either q'diameter X 4'/a"embedment thteaded/epomed rods located at or near third-points
OVERHANG,DETAIL FOR DES41`4 PIESW;ES FOR TUE SFSC FTC APPLIC4TIGrt TUE STUD POST- 1p1y 2x4 02 SPF POST 2x4"2 SPF BLOCKING TO between WOOD*PeAnchorin Rods,but in sin case more than 36"from a two anchor;or'/."diameter X O�
bei eaer¢afcus$RbGRYa tiAY NOT E>eG®Q-a/. PER FLY OF FORC44
OVERHANGS TO 16"NET (ATTAO-M TO F �rtER9EGTR r TRu•h5 oft be GONYENTIONAL 1.UMBE ER 2 FOR.
4 BLOCKING s TOP PLATE 1'/."embedment TapCon anchors or.163"(orlarger)diameter {lY2"embedment power acitrated fasteners
ea..oSaTTs r.r Or
BAITNAL$ CH GRD BE APPLIED To p� 24'OIG OF EXTERIOR located at or near arter bemccrt WOOD•TieAnchon Rods,but in no case more than 24"from
MI tsorrott of THE BOTHE 1 CHORD?x4 EAS P IRAMR115 42 SPF ST PER PLY OF PORCH) Ellet L � 110 'rg any
MIST T et TALLAATTAC1O TO THE=role tx S A6 AHED IT14 BEAM FOR ENGINEERED LUMBER two anchor combinations or 16d case hard nails at not more than 12'o/c.
M TUE RJ9T C M470N lvBTTaJGTKPb3 AssoeratEo wrU EXTERIOR At each side of the shoe plate joint,any one of the four intermediate shear connectors outlined in the
PC ePECFfe � WALL preceding paragraph may be used to secure the plate and prevent horizontal movement.The shoe-plate joint
'�`` CONT I NUOU6 WOOD BRACING fastener should be located within 6"ofthe joirrL
THIS INTERIOR SHEAR WALL DETAIL IS INTENDED FOR USE IN AREAS WHERE THE
SHEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS 15 AN ALTERNATIVE TO The typical maximum allowable tension loadforeach uritis 3,0004 atinteriorlocations ceteriorlocations,
CONTwhen installed as designed.
MUINCs SHEAR WALL FRAMING ABOVE THE PLATE LII TO THE ROOF DECK. ` � /� TU
I F THE HOUSE 15 TIED DOWN USING �!
C N PORGH BEAM TO STUD CONVENTIONAL STRAPPMG,REFER N TRUSS BLOC<1NG
s T i ALTERNATE INTERIOR SI-IE/4RI.�JA .L Fi�',41�'iiNC� s T 1 TRUSS �3RACII�G 4 OVERI--IANG ALTERNATIVES STS WALL. DETAIL TO 71-E 51 PORCH BEAM CDi�CTON T FOR STS DETAIL IMIIIIIIIIIII
,�{{ 0/ 318 = 1 0 11211 = i'-Olt
/`TIL � �'-SG/" 1/211
/2 tI � 1l-/r 11 II 1 fI DETAILS.
4
Du r7L
TH15 DOCUMENT 15 AN
ds INSTRUMENT OF
ENGINEER'S SERVICE
UJI FOR OTHERS FOR CON-
= 5TRUCTION OF PROJECT
{L AS TITLED BELOW.
SW (222x10-2/3 5W SW SW (272x10-2/3 SW INFORMATION DERIVED
: Z� FROM THIS INSTRUMENT
01111-1111 I I Ila � - LLI1Z �} GAN NOT BE USED FOR
r•C ry 1�----� L--� r-- ----�! F'KW ❑}1 OTHER WORKS UNLESS
I r U c� WId) LL
n AUTHORIZED 51' THE
- N LN Q d) < 4 ENGINEER WITHOUT
LL
--- " " -- _ INFRINGEMENT OF LECsAL
O uiQ �
�--W� RIC=HTS.
11 I
I�--- ' �o osb `---�I o o
2x4 02 SPF - _ - - q a p -- -- - 2x4 02 SPF W[fl Z 0 RE DESCRIPTION
STUDS 10 12" STUDS a 12 r 1 _
OIG. ;, I I OIG. cp Z >-
I --- " " --- W m 2 -
2 STORY MODEL 2 STORY MODEL - _j❑W a
----- W 13 Ir-
LU 3
ENTRY RIGHT ENTRY RIGHT I I Ou ❑ ❑ E- 4 -
W Lr_ y
CL
� -$■ -- .'
4&-01
—
01
LU
el
_ cj
LU
r-I 09
ST2
ST2 3 O I
3 2x4 02 SPF Z U a _
2x4 +2 51'f STUDS 6 12"
STl1DS o 12" OIG. c� p x
OIG_ -- U a)
- - - ✓JI �' d n s�
- - - Builders
9 I 4" GONG , I 4" GONG I m rte' Fr^I m Z z {� 1 F E rstS 0!U rce
`t I SLAB { I SLAB I `r C1J H5 e EACs-I 1=10 TO TOP - -- f1) HS @ EACF1 Flo TO TOP 3 z W
N u of JacA snnvrlle
NCS
(2)MTS12'S OR(2) �O r4 C2)MT512'S OR C2) Q O ;4 E
M5TA24'5 a 7100 TO TEEN FLOOR JOISTS AT BETWEEN FLOOR JOISTS T
?ICC111A I _ MSTA24'5 6 T100 TO 3 0
- - - - - - - - - 2pty 2x4 62 SYP POST -- - T— - 2piy 2x4 *� SYP POST - -.
I 12 I I w/ (1)WOOD*Tie ROD. C21 MTS12'S OR (21 C2)MTSl2'S OR C2) 3 w/ CI)WOOD-Tic ROD_
I MSTA2 ' TIOO TO MSTAZ4'5 ® T100 TO _
`r I 8110 ST2 i /I0 w/ C11 WOOD-Tie ROD. w1 CU WOOD'Tie ROD ,�+; O _
I OO
ST2 0� I I T2 I1-6 1 I ami 6550 Roosevelt Blvd.
Ill, -m'-m• l2 I I 12 -m`=m l SW S SW ' �: 911SW 5W i in _ A Jacksonville, FL 32244
ST2 ST2 (1)HTTI& A F09 TO (1) -- ------ — X m Tel 904.772-6100
-T'-'T" 3'-5" 2 11" 3'-2'� '-Z" Iv, 2' 1" 3'-5"4 T'-7" 2' I}1° (2)MT512'S OR(2) 5/8"0" ALL THREAD (2)MT51215 OR (2) 0 ') x
Fax 904.317-2835
MSTA24'S ® Fl1 TO 2ply ROD w/ 3p1 2x4 *2 SFF MSTA24'S 9 Fll TO 2ply � `- c,
op I I
2x4 "2 SPF POST w/Cl) POST.TO (13 INVERTED 2x4"2 SF'F POST w/ (I) +j1
- 1000D•Tie ROD. HTTib Is 5M BELOW. WOOD-Tie ROD.
_ _ _ _ — J L _ — _ _ I �C �n o
9 _ - — - — I — - — - — _ I 4• J 2 1ST FLOOR STRUCTURAL FLAN a o
L c0 I 12 1 { dl -0LU
II Z cU
I I I SC
I— — — I
L — — — — —J I I I L — — — — — J L J r :i ISW n
r'� 1 20"x20 x16" W/ N " `� 20 x20 x16 W/ - --�;�� CONVENTIONALLY X
I I rr rr ,r t ;
l n — — J L _ — — 2-«5's BOTH I \>— °L I r' STRAW ALL SECOND a
1 2-*5'S BOTH - � _ ;
--- I WAYS - - - - WAYS I - --- -`i 1 j _ IF ROOF m �- �- V (L
! i I L —4�coNG SLAB E I O ru Isl
I i 3`-0■ `� s'-m• I ` I BEARiNC� WALLS TO — W
I I REINFORCED W/ t (2J HS a TQ72-TO A TO ; C2 H8'S18 T02I-T@2 TO j: II 0 d) 6�
---- I I I ----A' I s pP w/ WC�OD*T RO65 's 1 T P If, /WOAD*T1�rI ROD§ ® _ I! . , SEAMS / HEADERS LLI
EITHER 6x6 10220 I i r _ --� 7 LLI
I I , I Wu1s✓1 OR FIBERMESH I - F � )oi�rt2`s >_ I� Cs MT87 s goI `fRL1� 0 tI BELOW PER DETAIL
io 1 ON Co MIL VAPOR ; } 1 ---- -- `� r � StrJTI.
} I 4 GONG. SLAB l2 I I 12 I To HDR. TO HDP-
m I REINFORCED 111/ BARRIER OVER I - L4
ST2
EITHER bxb 1@110 ST2 I ST2 TERMITE TREATED. ST2 I VI u
l - I CLEAN. I I _ - 0 0 U
S t I n WWM OR FIBERMESH I I 51 X - = 0 —A
I ON b MIL VAPOR I I MPACTED FILL. , I ,� i j ! n
-�` n BARRIER OVER i2 I on ! _- V V = II g
I I 8110 TERMITE TREATED,
ST2 8110 I ! c•, fL�-�
LE l I i .I I
I I ST2 COMPACTED FILL. I ST2 iI fi I! 1 I [ k II V}J
II N
I I I I I — ii II it 1 II II II II II —
I I l is j V1 113 r- I
I L- - - - - - - - - - J L- - - - - - - - - - - - - — J o U
i - - - C2)HTS2@'S OR C21 U
r X V] \
i (211-ITS2@'S OR C2) _
I M5TA24'S a T01 TO 2p ly - -
` - MSTA2 4'S 701 TO 2pty V X
l
1.0
F� 2x4 r'2 SPF POST w/C2J - _ = I' I = ___-'r - 2x4 02 SPF POST w/ (2) -- V �p
OrryG I N WOOD*Tte RODS_ WOOD-Tie RODS. c4
fn X
rr � � � I I I I I ; I I i I I I I ! Ij I I I cil
I4
SLAB "
SLAB I v I I j I k g
LJ — 572 } ST2E' I I —S
} I 't nom, �_ :I=n
W IIII��
ST2 ST2 i' - V' u 0 m
k= I o
I
41
I 1 1 ij
-,T
II _ _ V - c, a V 0 F-
(� �l
r n " ■ ii F\ / W f1/
2'-6• 5'-m" 12`-6° 1'1-b 2-b -- I
tu = [�
20`-0■ 201-0` 3
NOV 1 L U 0b u Q 4 Z 1 Is W
L�
i iZ z ❑
aaiu (2'' Has e T@ TO P TE I 1 )HS ® T(p2 TO TOP � r
20`S, P ,ti` I, C )HT 0 S C31� O L� �--
+' MSA�=4`5; 1 0� T li1QOD'Te ROES 9 �' 0/ DTie RADS 4' O ;j MPT I'S_® T 4 RTO ( �/ I W O ( O !L r f\
C2J MTS12`S OR(2) 2ply 2"4 "1 RPST A O INCzSILkSE r21 I! TOP NINC 11sE j(2) 2 l 2x4'1 s PAST c2J MTSI2`s OR 2)BY ___ Y_., ._ __ ____u. f I- p 311 O O X31
,.' p
MSTA24'5 e T04 TO -Ie RODS. l M�St2 E { TRL S TQ S!2' g 3=Q;C1-I �p I tul C2 WOOP,T[e MSTA24'S 0 T04 rn __-____. cA [ LLI
2ply 2x4 "2 SPF POST �3 HDR II 1i j IDR j I' mss' ply 2x4 "2 SPF POST p� � CV �3J
w1(1)WOOD•T1e ROD. I; i
I� li w1 CU WOOD•T1e ROD. ca
z m
T I ON FLAN FAN II II II �I ;I
FOUND L - r 1 z y
I li I � I' I a I Q LL z DRAWN WDB
14ri
ii �; 5 tW I II l it T I (Y 0 CHECKED LAP
❑
Z
SCALE 3I1;'o
t -20-05
2ND FLOOR STSUCTUR L FLAN DATE 615502
3 , ,
Sl STRUCTURAL ENGINEERING FOR USE WITH JOB NO. JIlSSro2
3/gyro"" = 1 -011 TRUSSES BY BUILDERS FIRST SOURCE.
SQFT. 2432.12484
END ZONE PRESSURES ' {
COM tTs + CLADDIt i xREn
PE_'aJRs- IN PSP CO"'OEIT5�f J DDU16 PRE88"Jt�S (N PSF)FORGAR!,GE DOORS UJITW ONE T'- ^r �' END-ZONE COMPONENTS -e � Q�••.,E••••,• •, `�/� j,
END BJP TO 5' INTO AN END ZONE.CALL-PR=4`_��We(NEGATIVE,EXCEPT AS NOTED) „ r= GLADDINCz PRESSURES APPLY Z r� Imo •. y '
OfNrl END-ZONES tNTEwOR-ZONES 3 -5 t' p u►
A DOOR slxE LEWSTH ON IST/of DOOR WO END ZONE t=osITIVE ,%a+n TO WINDOWS DOORS IN a �. Fain
( � Pos_(t)NEG.r-) F'OS_r�)NEG.(-) , 3 4 5 P '-' HICzHLIC:HTED AREAS - TVP. -�
0-20 sr 4l b 59.9 4-T,& 50.1 e'-m" x -m• fig _4� _5ID2 +43Z gireac
THE X DIMENSION ILLUSTRATES
2m-50 er 46.1 56s 46.1 49.1 LGR SGL DOOM _ 1 _ THE MEASUREMENT OFF THE �1��?:• -
50-I00 sr 43.1 52.2 43.7 46B I&'-0"x T-0• A I rr
LGR DSL DOORS -455 -45-1 -45.9 -462 -46.4 }42.1 CORNER OF CORNER OF THE HOUSE WHERE r(� u rs it o
> 100 sf 42.1 4e-1 421 452 1 ••I�n
PAD FOOTINGS UP TO 30"x30" SI-TOWN AT THE FOUNDATION-EDGE MAY BE OMITTED IF A STEM-WALL FOUNDATION iS USED IN LIEN OF A MONOLITHIC FOUNDATIONL PAD FOOTINGS LA ER THAN 30"x30" ARE REQUIRED WITH EITHER A STEM-WALL OR MONOLITHC DOORS UIITW 50(1.1 ENDS IN AN END ZONE MST USE PUL END HOUSE END-ZONE (NOT WT-ZONE) � ffl rr j,��n *1'
FOUNDATION-ADDITIONALLY,WHEN A PAD FOOTING IS REQUIRED WITH A STEM WALL FOUNDATION CtE 30"x30"), IT NEED ONLY BE PLACED EITHER BELOW-GRADE FOOTING OR IN THE SLAB,BUT NOT IN BOTH LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH_ �'•c,�,�,ph 25Kd,.5�w•=TO 30' ZONE PRESSv>?Es FROM csc TABLE (TYP) PRESSURES SHOULD BE USED. I�{{imber Ob�]$494
WOOD*Tie LEGEND PLAN NOTES CONNECTIONS JUN X905
NOTE THAT CERTAIN WOOD*Tie RODS MAY BE DELETED FROM TP15 PROJECT BASED ON THE FOLLOWING: NON-LOAD BEARING WALLS i) SEE SHEETS STl AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR MITI-SOD OF ,4TT,4CNMEN7
THAT ARE NOT ASHEAR-WALL DO NOT REQUIRE WOOD*Tie ROD INSTALLATION. WALLS THAT HAVE BEGONE LOAD BEARING OR EXISTING (2) 2xro-1 12 ��- HEADER/BEA1"i GALL-OUT DETAILS_ THEY SERIES STRAPS CANNOT BE TWISTED.
2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT MSTA18 (14) 10d CommonslTotal. THEY MAY BE APPLIED FLAT AND/OR BENT +SHEET
LOAD BEARING WALLS WITH ADDITIONAL LOADING- MUST HAVE WOOD*Tle RODS INSTALLED AS FOLLOWS: NUMBER OF KING STUDS EACH SIDE OF OPENING LIMITED TD ARGHITEGTURAL ELEMENTS AND DIMENSIONS, THAT IS MSTA2 Ciro) 10d Commons/Total. TO CONFORM/ACCOMMODATE REQUIRED
O/c WOOD-Tie ROD TOLERANCES TNUMBER OF JACK STUDS EACH BIDE OF OPENING PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC MST48 0481 106A-112"ITota1. APPLICATIONS,M BUT THEY MUST NOT BE
ROOF TRUSS UFLIET (LBS) WOOD*TIE FOD(5) EXTERIOR S[ZE OF HEADER MATERIAL DESIGN CENTER (BFSDG) [S NOT RESPONSIBLE FOR THE ACCURACY OF C516 (28) Sd or (22) 10d Commons/TotaI. TWISTED_ USE MTS- or HTS-SERIES "TWISTED
**TOLEAINCES SPH41(018 C12) i0dx1-1r1". STRAPS" A
RT APPLICATIONS WHERE TWISTED
#0_1000 ROD(S) g 4` OIG (INTERIOR) OR 6' OIG (EXTERIOR} SHOULD NOT NUMBER OF PLIES [N HEADER THIS INFORMATION PROVIDED BY ANY OTHER SOURCE.
3) ALL REQ'D BEARING LENGTHS SHOWN ON TJ-BEAM SOFTWARE OUTPUT MT512 04) 106 Gommors or 10dxl-1/2"/Total. STRAPS ARE REQUIRED.
01001-201ro ADD (1) ROD ADJACENT TO TRUSS. X, 3'_0" OVERRIDE ALL EXTERIOR HEADERS I (222x6-112 I UNLESS NOTED OTHERWISE HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A HT620 (20) 10d Commons or (24) 10dx1-1/2"/Total. k of j
0201-1 is GREATER CONSULT DESIGN CENTER WOOD-TIE ALL INTERIOR HEADERS 1 (2)2x6-1/1 UNLESS NOTED OTHERWISE DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADD[TION OF BEARING LGT2 (14) 166 Sirlk�-_rs/Each to Truss and Stud Column.
INTERIOR GLI1DELiNES
OUTLINED PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED BLOCKS. MGT (22) 106 Commons to Wood Member - 5/S" diameter or Larger Threaded Rod per Accompanying
� �®x� � WOOD*Tie ROD LOCATION_ 2 -0„ X2,_m,= BELOW IN LIEU OF SPECIFIED HEADER Note on Page 51.
X ' ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOADS HGT-2/3 5/8 diameter or Larger Threaded Rod per Accompanying Note on Page Sl.
RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION- UNLESS NOTED A. GRAVITY LOADS: B. LATERAL LOADS: HGT-4 518" diameter or Larger Threaded Rod per Accompanying Note on Page Sl.
OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, ro'-0" EXTERIOR) SHOULD BE FOLLOWED- IN ADDITION, RODS SHOULD BE LOCATED AT SW* SHEARWALL SEGMENT - REFER TO DETAIL F/STI AND/OR DISTI ROOF LOAD TOP CHORD_!_L=20PSF DL=-1P5F WIND LOAD - 120 MPH IHTTIro (18) trod Sinkers to Wood Member - 515" dimaeter or Larger TIreaded Rod per Accompanying
CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER BOT CHORD_LL=IOPBF DL=5P5F SEISMIC ZONE - 1 Note on Page Sl.
DETAIL S, PL. RODS SHOWN IN GOi�lERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR AFFROXIMATE WOOD*TIe LOCATION FLOOR LOAD DL=15 PSI= HTT22 (32) I&d Sinkers to Wood Member - 518" dimaeter or Larger Threaded Rod per Accompanying
SEEtllhi OOD•T1e SECTIO
LL=40 PSF Note on Page 51.
OTHER SOLED FRAMING.
Buiiderswood--"'�wLBuilderss° ", S� k!BuilderS La LiBuilders D°'°��� NFirstSource`WOODBuilders �" `�'`���-`�°�' �Builders� � , � �'°°� � v�� �Builders ate, ��� � F°&
FirstSource �' FirstSourcelY'�� d 6& �FirstSource �FirstSourcel t�6ii/
ILiFirstSourceF6villie/ P �FirstSource
l 0 � � ��
a
ti
HABITAT FOR
HUMANITY OF
THE
A
B C JACKSONVILLE
BEACHES
2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL �- ENTRY RIGHT
1671 FRANCIS AVENUE
ATLANTIC BEACH, FL
32233
(904) 241-1222
....................................................... ...................... ..... .
FAX: (904) 241-4310
ELECTRICAL LEGEND ............................. .... � .. .
..............................................................................................................................................................
4): 110 VOLT DUPLEX OUTLET---WALL MOUNTED
%=Q: 110 VOLT DUPLEX OUTLET-WEATHER PROOF LIGHT i ; LIGHT
(PREWIRE j E ? (PREWIRE
� 110V DUPLEX -GFCI OUTLET n
-AN) E FAN) 7
......................................................................... \\ // E \\ // ......_........................................ J
..............................................................
110V DUPLEX -AFCI OUTLET ■ I{I
220 VOLT OUTLET-WALL MOUNTED y/ \J I , �/ \� " [---------€
■
► TELEPHONE OUTLET
SWITCH
- Y - ..................__.....!, !..--------------------------............_..............------------ `I ..............................-----...----------------------------4�...... ...._.......... E
SWITCH THREE WA ... ....... ... ----------------._.................... ..__._.- -----------------------------
PUSH
----------------- ------... ___...__... ....
.._.._..._......._ W__. . . .. ... :
❑--� PUSH BUTTON SWITCH I ' STORY
® DOOR BELL CHIMES
___ ! E
............ 3 BED
0--i CABLE TELEVISION OUTLET ............. {,
............ ---------- -- o o ...._. ._.__.
LIGHT FIXTURE-CEILING MOUNTED TO SWTICH ! TO SWTICH
BELOW BELOW
LIGHT FIXTURE-WALL MOUNTED rL......................: . ......---•--.............................. . ---..............................
........................................ .... ............................ ........
DUPLEX
...... ..... ................................. ..
.............
Q SMOKE DETECTOR-CEILING MOUNTED
\ ' I
................................. \ € h
® EXHAUST FAN E ; 1104 / 1106 SCHEIDEL COURT
-� I
o ELECTRIC PANEL
E ......................... .......... '.. ,/; `E' ;! pO
..........y................0...................
ATLANTIC BEACH, FL
. ....
I ........
QUICK DISCONNECT ........... 32233
FLOOD LIGHTS - DUAL HEADLIGHT`► �� ��IGHT I ! LIGHT\ �� LIGHT E DUVAL COUNTY
(PREWIREi (PREWIRE ■ jE it (PREWIRE i (PREWIRE
1'x4' FLUORESCENT CEILING MOUNTED <\ FAN)
FAN I--O i FAN € FAN FAN) r�
LIGHT FIXTURE ` G/ \J ) � ' G/ \J ��
I
`I
: :......... . ... . ...................e......................................................; I. J ........................ .........
■
................ . : :::.:.....
...................................... .............. .............. ......................................
ELECTRICAL NOTES
1. IN FAN / LIGHT COMBO SWITCH TO
OPERATE LIGHT ONLY.
2. ALL WIRING IN BEDROOMS TO BE ARC I I I
FAULT PROTECTED PER NEC 2002_ CL SECOND
3. INSTALL DOORBELL TRANSFORMER IN HVAC,
SEPARATION WALL
CLOSET. FLOOR
ELECTRICAL
PLAN
SECOND FLOOR ELECTRICAL P
DATE: 11 /09/2005
>> >> DRAWN BY: LAT
1 /4 = 1 ' _ 0
?(DL( to �de�( CoL
z
HABITAT FOR
HUMANITY OF
THE
JACKSONVILLE
A B C BEACHES
2 STORY 3 BEDROOM MODEL — ENTRY LEFT ef 2 STORY 3 BEDROOM MODEL — ENTRY RIGHT 71 1671 FRANCIS AVENUE
ATLANTIC BEACH, FL
GAR iAGE 32233
DISP )SAL
(904) 241-1222
FAX: (904) 241-4310
._................. _ � . ------------
------ ------- -------------------------- .._....._._...------------- __......----------... - __---.-.-_--.
:::ELECTRICAL LEGEND . _ _.... . - _..._
:_ --------- _ --------
4): ..._ -
110 VOLT DUPLEX OUTLET—WALL MOUNTED
110 VOLT DUPLEX OUTLET—WEATHER PRD0F
110V DUPLEX —GFCI OUTLET � �
f
110V DUPLEX —AFCI OUTLET
t
=E 220 VOLT OUTLET----WALL MOUNTED
► TELEPHONE OUTLET . _.
-_ -------------------.-0.......... .__
SWITCH
SWITCH—THREE WAY I _.....m.... _......I I
- ...._._. . .. _._. .
-----
Y' r2 STORY
0-1 PUSH BUTTON SWITCH ...._......... 7
® DOOR BELL CHIMES
I ) ._-_------------------
. IBED_...._...._
0--1 CABLE TELEVISION OUTLETI TO FIXTURE TO FIXTURE
LIGHT FIXTURE—CEILING MOUNTED ABOVE ABOVE
---------- DUPLEX
LIGHT FIXTURE—WALL MOUNTED ........ _ ----------
---------------
.._._...':kl'
I .............................E JE['...........--..-..........................---..... I ...... ..�..........._.............�1 7. .......-..... ----.
O SMOKE DETECTOR—CEILING MOUNTED
I
® I � 1104 / 1106 SCHEIDEL COURT
EXHAUST FAN
LIGHT LIGHT — - _
ELECTRIC PANEL �_ yN� (PREWIRE (PREWIRE / _" I ATLANTIC BEACH, FL
QUICK DISCONNECT I \\ FAN) FAN) /
32233
FLOOD LIGHTS — DUAL HEAD ' DUVAL COUNTY
j y J
1x4 FLUORESCENT CEILING MOUNTED
LIGHT FIXTURE
I
.............. .-..--------------------------...._..........rr. ................._........--- ....._............------------ .1 ...._.. _....,....... -...._..._...r - : - ::M::r_ .... _ -.- -::-:- -,
_....._ ._...... --- _ __..._ ..__.. - ._ _ - I-------�...._.._------� ,_ .... �
ELECTRICAL NOTES
1. IN FAN / LIGHT COMBO SWITCH TO
OPERATE LIGHT ONLY.
2. ALL WIRING IN BEDROOMS TO BE ARC ' ' ' FIRST FLOOR
FAULT PROTECTED PER NEC 2002. CL I
3. INSTALL DOORBELL TRANSFORMER IN HVAC SEPARATION WALL ELECTRICAL
CLOSET.
PLAN
FIRST
FLOOR ELECTRICAL PLAN DATE: 11/09/2005
' �� DRAWN BY: LAT
1 /4 = 1 - 0
r
z
e
B
ATTACH 2" METAL
C—CHANNEL TO DECK PLYWOOD
CL SHEATHING
SEPARATION WALL
PRE—ENGINEERED
WOOD ROOF TRUSSES
-� FIRE RESISTANCE RATINGS — ANSI/UL 263
" HABITA
f FOR
FLAME CONTROL 10-10 v
INTUMESCENT COATING 1;' Design No. U336 can
SPRAY APPLIED PER December 06, 1996 (if' HUMANITY OF
MANUFACTURERS Exposed to fire from separation wall side only
SPECIFICATIONS TO
Nonbearing Wall Rating — 2 Hr
UNDERSIDE OF DECK AND �
ALIGN TRUSSES WITH INSIDE Finish Rating — 120 Min THIS
TRUSSES @ 4'-0" MINIMUM _ A
HORIZONTAL DISTANCE FROM EDGE OF FRAME WALL 3
-�
SEPARATION WALL: (Max Height 44 ft) � JACKSONVILLE
BOTH SIDES OF CENTER LINE
' ,• 1 . Floor, Intermediate or Top Wall — 2 wide channel shaped with 1 long legs
OF SEPARATION WALL R-30 FIBERGLASS form from No. 25 MSG galv steel, secured with suitable fasteners spaced 24" s 1
BATT INSULATION O.C.
BEACHES
2. Metal Studs — Steel members formed from No. 25 MSG galv steel having
"H" shaped flange spaced 24" O.C.; overall depth 2" and flange width 1 -3/8".
3. Gypsum Board* — Two layers of 1 " thick gypsum wallboard liner panels, FF A 1671 FRANCIS AVENUE
supplied in nom 24" widths. Vertical edges of panels friction fitted into "H"
CONTINUOUS FIRE CAULK 5 8" OR 1 2" TYPE 'C' shaped studs. 2 4 5 ATLANTIC BEACH, FL
SEALANT BETWEEN SILL PLATE GYPSUM WALL BOARD 32233
& SHAFTLINER EACH SIDE i. : CANADIAN GYPSUM COMPANY — Type SLX.
(904) 241-1222
.063" USG ALUMINUM ANGLE CLIPS UNITED STATES GYPSUM COMPANY — Type SLX. FAX: {904} 241-4310
— SPACED AS REQUIRED ''; "THERMAFIBER" INSULATION 2 3
FIRE BLOCKING AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall)
4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at 6
,.x (2) LAYERS 1 " USG GYPSUM mid—height where necessary for clip attachment. Min 3/4" separation between
R 11/19 FIBERGLASS LINER PANEL wood framing and fire separation wall.
BATT INSULATION 5. Gypsum Board — Classified or Unclassified — Min 1/2" thick, 4'-0" wide, t
1 " (3/4" MINIMUM) AIR SPACE applied either horizontally or vertically. Wallboard attached to studs w/ 1 -1/4"
long steel drywall nails spaces 8" O.C. Vertical joints located over studs. 4T. 4
1/2" GYPSUM WALL BOARD OVER 2x (Optional) Joints covered with paper tape and joint compound. Nail heads
CONTINUOUS FIRE CAULK #2 SPF WOOD STUDS @ 16" O.C. covered with joint compound. 5 O
SEALANT BETWEEN SILL PLATE 6. Attachment Clips — Aluminum angle, 0.063 thick, 2 wide with 2 and
& SHAFTERLINER EACH SIDE ?, 2-1/4" legs. Clips secured with Type 5 screws 3/8" long to "H" studs and
4 2" METAL H—CHANNEL with Type "W" screws 1 -1/4" long to wood framing through holes provided in
clip. 71
23/32" T&G PLYWOOD METAL ANGLE — SPACE AS REUQIRED 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space 1 " (3/4" MIN) AIRSPACE
SUBFLOORING GLUED AND clips a mas of 10'-0" O.C. vertically between wood framing and "H" studs.
SCREWED OVER PRE—ENGINEERED2x SILL PLATE 6B. Clip placement (Item 6) for separation walls up to 44'-0" high. Space
WOOD FLOOR TRUSSES clips as described in Item 6A for upper 24'-0". Remaining wall area below
SECTION /�A
ACOUSTICAL SEALANT BOTH SIDES requires clips spaces a max 5 —0 '�H O.C. vertically between wood framing and
studs. 2 STORY
A *Bearing the UL Classification Mark
3 BBD
ftd.tAd r—i th.a„in.cwtwkau.n.D(=Lo y. comp tent o 2003 Undw rhn.Latomtud..Inc
f '
DUPLEX
1104 / 1106 SCHEIDEL COURT
R 30 SOUND RATED
FIBERGLASS BATT INSULATION 5/8" OR 1/2" TYPE 'C' ATLANTIC BEACH, FL
GYPSUM WALL BOARD
FIRE 32233
CONTINUOUS FIRE CAULK CAULK 1/2" GYPSUM WALL BOARD
SEALANT BETWEEN SILL PLATE 1/2" GYPSUM WALL BEAD
BDUVAL COUNTY
& SHAFTLINER EACH SIDE
BOARD OVER 2x #2 SPF 2x4 STUD WALL VINYL SIDING OVER
.063" USG ALUMINUM ANGLE CLIPS WOOD STUDS ® 16" O.C. OUS APPROVED HOUSE WRAP
BEAD
— SPACED AS REQUIRED ACOUSTICAL EXTERIOR SHEATHING
r SEALANT
R11/19 FIBERGLASS 2" USG 'C' RUNNER
ATTACH 2" METAL CHANNEL TO BATT INSULATION
CONCRETE SLAB W/ 'PASLODE' 1 t '
„ ` " (3/4" MINIMUM) L
OR EQUIVALENT ANCHORS @ 24 s CL OF SEPARATION WALL
AIR SPACE
O.C. MAXIMUM
(2) LAYERS 1" USG
GYPSUM LINER PANEL
2x SILL PLATE W/ 2" USG 'H' STUD
FOAM SILL SEAL
ACOUSTICAL SEALANT . CONTINUOUS (2) 1 USG"PANEL GYPSUM
SEESECTION
BEAD (
ACOUSTICAL FIRE THROUGH SEPARATION WALL)
° a ° SEALANT CAULK
WALL
SECTION AND
v
NOTE: CONCRETE GRADE BEAM DETAILS
SOUND RATED ASSEMBLY. CL (SEE FOUNDATION PLAN)
CAULK ALL PENETRATIONS W/ SEPARATION WALL
ACOUSTICAL SEALANT U.N.O. P LAN DETAIL AT
SECTION THROUGH SEPARATION WALL SEAANT DETAILS
SEPARAT' ION WALL
2 3
I - V - o N .T. S . N .T . S .
DATE: 11/09/2005
DRAWN BY: LAT
A9
lloq6OL SclSe_(,Cl�c Curti
b
� 6
WALL SHEATHING
(7/16" OSB)
DRIP EDGE ON ROOF DECK
VINYL LAP SIDING. HABITAT FOR
TOP OF
OVER TYVEK
UNDERLAYMENT
@ RAKE HOMEWRAP HUMANITY OF
2" MIN OVERLAP
SIDE
36" WIDE UNDERLAYMENT THE
INSTALLED W/'0 WRINKLES. METAL (FLASHING NAILED
USE ONLY ENiOUGH NAILS JACKSONVILLE
TO HOLD IN PLACE UNTIL i TO ROOF DECK
COVERED BY 'SHINGLES. PLACE SHINGLES
CLOSE TOGETHER BUT " BEACHES
DO NOT CROWD
`J ? .; CAP SHINGLE INSTALLED
W/ ROOF CEMENT. DO
NOT NAIL- 1671 FRANCIS AVENUE
ATLANTIC BEACH, FL
00
. SHINGLES 32233
NON—CORIRODING 100� PLACE SHINGLES
METAL DRIP3/8" OVER EAVE (904) 241-1222
EDGEFAX: (904) 241-4310
& RAKE EDGES ROOF CEMENT
4" MIN OWERLAP
@ END
NON—CORRODING @ RAKES, CEMENT SHINGLE TO
METAL EAVE DRIP UNDERLAYMENT & TO EACH OTHER IN A 4"
UNDERLAY'MENT WIDTH OF ASPHALT PLASTIC ROOF CEMENT
ON TOP OF DRIP
EDGE O EAVES
UNDERLAYMENT D FIRST COURSE DETAIL WALL FLASHINC DETAIL
(:5 ,
1 /2 = 1 — O 4:12 or GREATER SLOPE 1 /2 = 1 - 0 3 -- 1 - 0
2
TORYS ,
3 BBD
DUPLEX
16" R 30 BATT INSULATION
1104 / 1106 SCHEIDEL COURT
12 FIBERGLASS SHINGLE
4 ROOFING OVER 15# FELT ATLANTIC BEACH, FL
32233
INSULATION BAFFLE BETWEEN
EACH TRUSS DUVAL COUNTY
PLACE SHINGLES
3/8" OVER EAVE � , HURRICANE CLIP @ EACH TRUSS.
& RAKE EDGES (SEE STRUCTURAL DRAWINGS)
RAKES, CEMENT SHINGLE TO (2) 2x PLATE #2 SYP
UNDERLAYMENT & TO EACH ALUM DRIP EDGE OVER FASCIA
OTHER IN A 4" WIDTH OF
ASPHALT PLASTIC ROOF CEMENT 11 1/2" to 12 1/2" 11 1/2 to 12 1/2"
of 1�2" TYPE "C"
1 " t 1 1 2" 1 " to 1 /2" GP BRD @ CLG
NON—CORRODING /
METAL EAVE DRIP ,>
1/2" GYP BRD
FULLY VENTED
R-13 BATT INSUL VINYL SOFFIT
Ln
TRIM 6"-7" VINYL LAP SIDING
Ir
FROM END OF TRIM TABS FROM
OVER TYVEK
- STARTER
1ST SHINGLE COURSE
SHINGLES HOMEWR ROOFING
DETAILS
STARTER STRIP DETAIL
STARTER STRIP D ETAI L SOFFIT D ETA L
2 4 6 „ „
1 /2 1 0 1 /2 = 1 - 0 0
DATE: 11 /09/2005
DRAWN BY: LAT
A8
I 104/1,1 0(0 sc.1 e 1"'JeP atrtrr
ro
HABITAT FOR
HUMANITY OF
THE
A B cVI LLE
JACKSON
11 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT BEACHES
1671 FRANCIS AVENUE
As ATLANTIC BEACH, FL
32233
(904) 241-1222
y
...
��e FAX. ( 0 ) 241-4310
fa
E 1
LINE OFf !..................................... . .1
GABLE WALL f
t �
k
i ................ .......... ......... .........
If ....
i
48" OFF 48" OFF 48" OFF 48" OFF I
2STORY
I RIDGE VENT RIDGE VENT RIDGE VENT RIDGE VENT j 7
I; !
' II
.. ........
RIDGE . 3 BED
1
...
I 1
E ...... ........ ...... ....... DUPLEX
..... . ...........
... .
I ... ................. ..........
.... ...... ..
..
I
1104 / 1106 SCHEIDEL COURT
ATLANTIC BEACH, FL
i
E 1 32233
I II DUVAL COUNTY
E
I !.
...
..........
e
ti
.
- 1 '--4"
(TYP)
2
ROOF PLAN
CL
SEPARATION WALL
ROOF P
DATE: 11 /09/2005
1 /4 >> " DRAWN BY: LAT
cj, eJeC (cup---
.
a
VINYL
12 12 SIDING
4 � O4
T.0. BEARING HABITAT FOR 7
17'- "
■ WALL LINE
HUMANITY OF
� BEYOND
THE
i
VINYL JACKSONVILLE
SIDING
BEACHES
FINISHED SECOND FLOOR
1/2"
T.O. BEARING 1671 FRANCIS AVENUE
ATLANTIC BEACH, FL
❑ ❑ 32233
(904) 241-1222
FAX: (904) 241-4310
FINISHED FIRST FLOOR;
00-01.
LEFT SIDE ELEVATION
1 /4 = 1 - 0
2 STORY
3
BED
A BDUPLEX
2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT
I 1104 / 1106 SCHEIDEL COURT
12 12
4 O. 4 ATLANTIC BEACH, FL
32233
I I I DUVAL COUNTY
T.O. BEARING
17'-7"
FINISHED SECOND FLOOR
9'-5 1/"
T.O. BEARING
8'-1 1/8"
VINYL
SIDING LEFT SIDE
AND REAR
ELEVATIONS
FINISHED FIRST FLOOR
0'-0"
CL
SEPARATION WALL
REAR ELEVATION DATE: 11/09/2005
' �� DRAWN BY: LAT
1 /4 = 1 - 0
Ifo ilofo scke t del Cour
VINYL
SIDING 12 12
4 0 Q 4
BEARING
17'-7HABITAT FOR
17' "
WALL LIN E
■ HUMANITY OF
BEYOND
THE
VINYL JACKSONVILLE
SIDING
FINISHED SECOND FLOOR
BEACHES
9'-5 1/2"
T.O. BEARING 1671 FRANCIS AVENUE
ATLANTIC BEACH, FL
❑� 32233
(904) 241-1222
LuFAX: (904) 241-4310
FINISHED FIRST FLOOR
0'-0"
RIGHT SIDE ELEVATION
1 /4
2
STORY ,
3
BECK
A B
2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT c DUPLEX
I I I
1104 / 1106 SCHEIDEL COURT
ATLANTIC BEACH, FL
12 I 12 I 32233
4 4 O DUVAL COUNTY
T.O. BEARING
17'-7"
VINYL
ILI m E__
SIDING
FINISHED SECOND FLOOR
9'-5 1/2"
T.Q. BEARING
VINYL
SIDING ❑� ❑�
RIGHT SIDE
BRICK TOP OF BRICK LEDGE
VENEER AND FRONT
I _Lr I I I I
ELEVATIONS
FINISHED FIRST FLOOR
0'-011
CL
SEPARATION WALL
LFR ON T E ON
DATE: 11/09/2005
1 /4" = 1 - 0 "
DRAWN BY: LAT
�[D41' I l D � ����G�e-� Cou►rrt
R
d i
ne
2 HABITAT FOR
AB
A B C
HUMANITY OF
2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT THE
40' JACKSONVILLE
ABBREVIATIONS - 20'-0" 20'-0"
ABV ABOVE 6'-7-" 13'---2-" 13'-22" 6'-72" BEACHES
2 , „ 2 „
AC AIR CONDITIONER 2 2„ u
AFF ABOVE FINISHED FLOOR 5 -O2 4'-92 4'_92 15,-02 1671 FRANCIS AVENUE
AHU AIR HANDLER UNIT
CABS CABINETS ATLANTIC BEACH, FL
CLNG CEILING gA9
COL COLUMN 32233
DR DOOR
DW DISHWASHER (904) 241-1222
FLR FLOOR 405 SH ♦ 405 SH FAX: (904) 241-4310
FP FIREPLACE
GLS GLASS
HB HOSE BIB I 2668 2668
MC MEDICINE CABINET , I 8' CLG MASTER MASTER s' CLGCD
M T M MIRROR AL d I BEDROOM 1 BEDROOM — J
OHC OVERHEAD CABS L — - — 8' CLNG ''`� 8' CLNG — — — —
OPNG OPENING �cN R&S R&S `-�N
OPT OPTIONAL -
R&S CLOTHES ROD and SHELFa
a� ER ' I m TU 0)
REF REFRIGERATOR R O W/ R.0. W/
SD SMOKE DETECTOR ONT rCTO
SGD SLIDING GLASS DOOR
SH (2) SHELVES (QUANITY) 1 cTi1
VOL VOLUME „ " 3'-T2 3)-71$)
" °° or WC WATER CLOSET T10 4 -10 4 -9 2 4 -9 4 10 r-
wD wooD o CD
BATH
WH WATER HEATER I BATH 00 00
8' CLNG N N 8' CLNG
VINYL 5 14 13 12 1 10 1D 11 1 1 VINYL
� o X
Ic ON 4211H 42"H ON
o
2STORY
TYPICAL OF TWO "a HALF I HALF
6 WALL WALL '
AREA o �rltN I I - - - - �A A� - - - - - I I SIN BED
ml LAUND II II Ii EAUND F n _ 1
1ST FLOOR LIVING SPACE: 614 SQ FT. ¢I 8' CLG II I 111 8' CLG X d "� 1
;0 s VINYLIN VINYL N L DUPLEX
2ND FLOOR LIVING SPACE: 602 SQ FT. p co czn R&S loo ao LF S U) ao 00 0
2668 28681 0 - — — — - — — .� I 2868 2668
OTHER: N/A
TIN ``� N U 4068 N _ —4g68 ` " `y `y �INIQ
TOTAL LIVING SPACE: 1,216 SQ FT. 1 R&S ¢ I R&S 1104 / 1106 SCHEIDEL COURT
GARAGE: N/A N N HU N r'6, YIN =� '
2668 2668 N N ATLANTIC BEACH FL
- r• I
LANAI: N/A cc o 0 32233
ENTRY: N/A 3'-7 3'-D" 2'-11 " 2�-02� 4'-11 ' I 11 " 2'-�l� 2'-11 „ 3,J0„ N-'2„
DUVAL COUNTY
61/1
STORAGE: 26 SQ FT. fI lo
TOTAL UNDER ROOF: 1,242 SQ FT. _IN -IN AIN ~I`�
"'' BEDROOM #3 BEDROOM #3 BEDROOM 2 0
O BEDROOM #2 0 8' CLNG I 8' CLNG 0 # r
8' CLNG 8' CLNG
1 # N1
0 305 SH 305 SH
(�N N 3 I N
STAIR I O IT E S 305 SH Ag 305 SH
5'-0" 5'-0" 5'-0" 4' 10" 4'-10" 5'---0" 5'-0" 5'-0"
1. EQ RISERS 0 7 9/16"�15�
13EQ RISERS ® 9 1/2" W/ 1" NOSING 10'-0" 9'-10" 9'-10" 10'-0"
NOTE: TOTAL TREAD DEPTH = 10 1/2" MIN
2. TREADS MADE OF 2x12 GLUED & NAILED 201-01' 20'-0"
(TRIMMED AS REQ'D)
SECOND
3. RISERS MADE OF 1x8 GLUED & NAILED 2„ 2
(TRIMMED AS REQ'D) I 40'-0" F LOO R PLAN
4. LANDINGS MADE OF 2x8 ® 16" OC. DECK W/
3/4" T&C PLYWOOD GLUED & NAILED 2
A5
5. STRINGERS ARE 2x12 EQUALLY SPACED (TYP)
I
CL
SEPARATIONSEPARATION WALL
SECOND FLOOR PLAN
DATE: 11/09/2005
1 /4 >> 1 - 0 >> DRAWN BY: LAT
=
4
dd (�e 7111
� � 6
A B T
2
AB
2 STORY 3 BEDROOM MODEL ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT HABITAT FOR
4 HUMANITY OF
20'-0" 20'-0"
THE
6'-0 - 4'-9 " 4'-9 " '-0"
ABBREVIATIONS JACKSONV'I LLE
ABV ABOVE BEACHES
AC AIR CONDITIONER
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLER UNIT
CABS CABINETS - PA 10PA 10 1671 FRANCIS AVENUE
CLNG CEILING A9 0
a H e I ATLANTIC BEACH, FL
COL COLUMN
DR DOOR It ¢
DW DISHWASHER 606 SGD 30 SH I 303 5H 6068 SGD 32233
FLR FLOORI F-
FP FIREPLACE I I ♦ M 90 2222
GLS GLASS L _ r — J FAX: (904) 241-4310
HB HOSE BIB I I I I
MC MEDICINE CABINET -- v
MIR MIRROR KITCHEN o I KITCHEN
MTL METALd- =ICV $' CLNG I 8' CLNG "I[V H B " -4-
OHC
OHC OVERHEAD CABS I " DINING ROOM �' 0 a �' DINING ROOM I
QPNG OPENING r,�N I VINYL 0 O 1 Cwt 0 VINYL I �CV �
OPT OPTIONAL "I a' CLNG = lO o1 = $' CLNG -I
R&S CLOTHES ROD and SHELF T 010 01 P
REF REFRIGERATOR it
SD SMOKE DETECTOR 1 to 1" 1
6 -4�„ 4'-0, 2'-82 6'f9„ 1 6'-9" 2 -82 4' p" 6'-42
SGD SLIDING GLASS DOOR
SH (2) SHELVES (QUANITY)
VOL VOLUME 2068 REF I I REF C206S8
WC WATER CLOSET STORAGE ICV _ _ ICV ST I RAG E
3 BED
WD WOOD 18' CLNG r I 3) SH OHC OHC H I 8' CLNG
it
WH WATER HEATER a 286 2,-S 3 _g N I 10 1 1 I WI-1 I 2668 j� 4,2868
668 1 WHI
� _ co
r• I T R 42"H 42'H
t' HALF HALF I I
TYPICAL OF TWO `~ _= WALL WALL =_ `" -
4 W W _ 2STORY
r ICV �N POWDER 6 H �HJNE R IL CAP I CAP 3 JAJDJAI
POWDER
AREA `� A/C 08' CLNG ILIP cv
8' CLNG
r COMP VINYL -to VINYL COMP "I 1
1 -m-c-
2868 ...W..... :- -::..: .:::1-:::; MC
1ST FLOOR LIVING SPACE: 614 SQ FT. _� 2868
AB -
2Np FLOOR LIVING SPACE: 602 SQ FT. 4'-1 �� 36"H HALF 36"H HALF — -
n PR AB WALL W/ CAP WALL W/ CAP PR - AB
HW HWPLEX
OTHER: N/A 1 2068
TOTAL LIVING SPACE: 1,216 SQ FT. A9
z �
GARAGE: / 3'-1 " 2 4'-0" 4'-3" - 2 I 2 4'-3" 4' 0" 3 -32 3'-1 " 1104 / 1106 SCHEIDEL COURT
N A 3'_31„ �, 2�„ 5,-21„ , >,
Lp `n
0
LANAI: N/A n a r) ATLANTIC BEACH, FL
ENTRY: N/A -co
-IN32233
I
ci,
LIVING ROOM LIVING ROOM
STORAGE: 26 SQ FT. m DUVAL COUNTY
8' CLNG I 8' CLNG
TOTAL UNDER ROOF: 1,242 SQ FT. t-
07 00
cfl c0
Q '
o 3052SH 305 HB 11o
I I
N 3 cv
lot -Olt A9 10, o„
STAIR N O T E S 2" I 2" BRICK VENEER
1. �15� EQ RISERS ® 7 9/16" LINE OF 5'-0" 10'-0" 4'-10" 4'-1O" 10' O" 5'-0" LINE OF
13EQ RISERS @ 9 1/2" W/ 1" NOSING CANTILEVERED CANTILEVERED
NOTE: TOTAL TREAD DEPTH = 10 1/2 MIN 2ND FLOOR 20'_0to 20'-0" 2ND FLOOR
2. TREADS MADE OF 2x12 GLUED & NAILED 10
(TRIMMED AS REQ'D) 403 -011
3. RISERS MADE OF 1x8 GLUED & NAILED FIRST F
(TRIMMED AS REQ'D)
PLAN
4. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ I I I
3/4" T&G PLYWOOD GLUED & NAILED
z
5. STRINGERS ARE 2x12 EQUALLY SPACED (TYP)
CL
SEPARATION WALL
F1 RST FLOOR P
>> >> DATE: 11 /09/2005
/4 DRAWN BY: LAT
3
Y
I 1 Def
1 ( 0(, ScAelid el Court
i
A B C
LEGEND 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT
HABITAT FOR
403 -011
4" INDICATES A STEP-DOWN OR RECESS IN lo HUMANITY OF
CONCRETE SLAB W/ MINIMUM DISTANCE 20'-0" 20'-0 '
DENOTED THE
<- - INDICATES SLOPED CONCRETE SLAB ® 2'-O" 8'-0" 10'-0" 10'-0" 8'-0" 2'-0" JACKSONVILLE
SLOPE 1/8" PER FOOT (MIN) 4'-0" 4'-0"
4'-0" 4'-0"
ol BEACHES
1671 FRANCIS AVENUE
a I L -0�-I I - MI 4 0 1 o ATLANTIC BEACH, FL
i 1 o MIN 1 H B I I
I v IT —ZI SGD RECCE55 32233
5GD RECCE55 ) 241-1
222
SLAB NOTES
FAX: (904) 241-4310
r--- - -- - — .. -- � r-- - ^ -- --- -- - ---
I I I
1. THE FOUNDATION IS DESIGNED FOR AN ASSUMED I I I r- 1
MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT _
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO j_ I
VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN I I
THIS LOADING. CD
I I I I
2. 4" 2,500 PSI CONCRETE SLAB W/ 6x6 10/10 WWM i I I I 3'-0"
OR 4" 2,500 PSI FIBERMESH CONCRETE SLAB OVER 6
ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, I 11 1 1
COMPACTED, TERMITE TREATED SOIL. (TYPICAL)
I I I
3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING rte— I 1 I I E
ISLOPI a
PARTITIONS W/ TRUSS ENGINEERING DRAWINGS AND o ISLOPE I I
PROVIDE THICKENED SLAB 0 ALL LOCATIONS. (SEE 1 1 4
DETAIL) L
4. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON I
DRAWINGS ARE MINIMUMS AND MAY VARY AT I I I 2 STORY ,BUILDER'S OPTIONS AS REQUIRED BY SITE 0'_0„ nim
CONDITIONS. 'nom I -0 -0 I I ( -
Ir 0
5. VERIFY LOCATION OF ALL PIPING AND CONDUITS N a ! ,� I "� 3 BED
REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL �`L r 4 I I I '\L7 _j
PLUMBING FIXTURE LOCATIONS) 1 I I I SLOPE
SLOPE I
DUPLEX
3'-O„ 8, -o
I
NOTE : i I I j 1104 / 1106 SCHEIDEL COURT
ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO rN I ATLANTIC BEACH, FL
ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY
32233
INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS
ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. I I I
I 1 1 1 i DUVAL COUNTY
I I I
I I I
1 1
L 1
- - -- -- ----- -j L _...
----- - _ - - __ --j
_
SIN IN BRICK LEDGE BRICK LEDGEp0
J H B H B L Z
0'-4'
-I MIN a
SLIDING GLASS DOOR
TRACK W/ CONTINUOUS
CAULK BED 3 1/2" SLOPE CONCRETE
10'_0" 1O'-0" 1O'-0" 101-011
Q 1/8" PER FOOT10
_
(MAXIMUM) 20'-0"
20'-0"
FOUNDATION
40' 0"
PLAN
1 , I
CL
SEPARATION WALL
THRESHOLD DETAIL
FOUNDATION PIAN
,� V - 0 )) DATE: 11 /09/2005
>>
1 4 1 0 >>
1 /4 — DRAWN BY. LAT
/
(o r,o Sch et'dd 67o r---
HABITAT FOR HUMANITY
OF THE JACKSONVILLE BEACHES
1671 FRANCIS AVENUE �
ATLANTIC BEACH , FL 32233 HABITAT FOR
(904) 241 -1222 HUMANITY OF
FAX: (904) 241 -4310 THE
JACKSONVILLE
BEACHES
BUILDING CODE SUMMARY 2 STORY, 3 BEDROOM DUPLEX 1671 FRANCIS AVENUE
ATLANTIC BEACH, FL
32233
CODE ENFORCEMENT JURISDICTION : DUVAL COUNTY (904) 241-1222
1104 / 1106 SCHEIDEL COURT FAX (904) 241-4310
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 (351-011).
ZONING CLASSIFICATION :
DRAWING INDEX
WIND ZONE: 120 MPH (WIND-BORNE DEBRIS)
FLORIDA BUILDING CODE: 2001 EDITION Al - TITLE SHEET , DRAWING INDEX, GAN . NOTES 2 STORY ,
FLORIDA BUILDING CODE - PLUMBING: 2001 EDITION 3 BED
FLORIDA BUILDING CODE - MECHANICAL: 2001 EDITION AZ- FOUNDATION PLAN
FLORIDA BUILDING CODE - FUEL GAS - 2001 EDITION A3- FIRST FLOOR PLAN DUPLEX
NATIONAL ELECTRICAL CODE: 2000 EDITION
FLORIDA FIRE PREVENTION CODE: 2001 EDITION A4- SECOND FLOOR PLAN 110411106SCHEIDELCOURT
A5- RIGHT SIDE AND FRONT ELEVATIONS ATLANTIC BEACH, FL
OCCUPANCY CLASSIFICATION: RESIDENTIAL 32233 I G�
A6- LEFT SIDE AND REAR ELEVATIONS DUVAL COUNTY
CONSTRUCTION TYPE: TYPE VI (UP) A7- ROOF PLAN
SPRINKLED: NO
FIRE DISTRICT: NO A8- ROOFING DETAILS
BUILDING HEIGHT- A9- WALL SECTION AND DETAILS
APPROXIMATE HEIGHT AFG : 24'-0" A10- FIRST FLOOR ELECTRICAL PLAN
BUILDING AREA (TYPICAL OF TWO)- All - SECOND FLOOR ELECTRICAL PLAN TITLE SHEET,
FIRST FLOOR A/C: 614 SQ FT.
SECOND FLOOR A/C: 602 SQ FT. INDEX OF
TOTAL A/C: 1 ,216 SQ FT. DRAWINGS
GARAGE: N/A °'7
LANAI : N/A N 0 V ' , '�A�
ENTRY: N/A.
STORAGE: 26 SQ FT. DATE: 11/09/2005
TOTAL UNDER ROOF: 1 ,242 SQ FT.
V.. i A_ pPFPPRprytlC BEPCH DRAWN BY: LAT
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LOT AREA: * THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING ov ao iooa
COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2001 - 704.4
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11011 / 010 S D&L