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i•:. ,jr 1,•..••...*. ,- - - - ` ,.. -.. '___-__ _.-. -
_ STIRUCTURAL EN&INEERING FOR USE WITH
1 i - TRUSSES BY BUILDERS FIRST SOURCE. all► i trlll�rl,�(
., ►1\ C, a ��..
- ���� • :,
I� END ZONE PRESSURES _ ,I i.'`� 4`X': '-1
I ,
� -0 mow _
f11 • ° COMPONENTS 1 CLADDING PRESSURES - IN PSF a , O �- �i `
FOUND T i ON PLAN �,
IIt STRUCTUfic'J4L f=L AN OPN'G $rIWTE Pte'-,;:'
• ;. 2 AREA END-ZONES INTERIOR-ZONES �y��
II t i ;I 51 /� II - 1 11 lSJF) POS.(")NEG.(-) POS.(a) NEG.(-) 'moi. ' •<�;;IIOR' ��+;:'' \��
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. sl 3/1� = _1 �" 3 - -m iss t7 ,� .!•'
�� 20 506of 325 406 325 35� r!//l�/ I ►1� %
j i �' a, A ,t a �w�`
50-100 of 31.4 375 31A 33b
. i
>100 sf 30.0 355 30.0 325 �`�
WOOD•Tie • IzOtftph e3rca sSGcPf,:To Sm'
I LEGEND PLAN NOTES CONNECTIONS PL At
NOTE THAT CERTAIN WOOD•Tie RODS MAY BE DELETED FROM TWIS PROJECT BASED ON THE FOLLOWING: NON-LOAD BEARING WALLS CONNECTOR METHOD OF ATTACHMENT END-ZONE COMPONENTS a
THAT ARE NOT A SHEAR-WALL DO NOT REQUIRE WOOD•Tie ROD INSTALLATION. WALLS THAT NAVE BECOME LOAD BEARING OR EXISTING (2) 2x6-1 / 2 HEADER/BEAM CALL-OUT 1) SEE SHEETS STI AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND SWEET
• � �; � DETAILS. - MSTA18 (14) 10d Commons/Total. X CLADDING PRESSURES APPLY
LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST NAVE WOCD Tie RODS INSTALLED AS FOLLOWS: MSTA24 (14) 10d Commons/Total. TO WINDOWS a DOORS IN
NUMBER OF KING STUDS EACH 51DE OF OPENING X HIGHLIGHTED AREAS - TYP.
O/C WOOD•Tie ROD TOLERANCES NUMBER OF JACK STUDS EACH SIDE OF OPENING 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT MST48 (48) 10dxl-1/2"/Total.
ROOF TRUSS U}�LIFT <LSS� WOOD•Tie RODCS� LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT IS C516 l28) 8d or l22) 10d CommonslTotal. THE X DIMENSION ILLUSTRATES
EXTERIOR SIZE OF HEADER MATERIAL
110-1000 ROD(5) Q 4' O/C (INTERIOR) OR 6' O/G (EXTERIOR). ` '•TOLERANCES PROVIDED BY OTHERS. BUILDERS FIRST SOUGE OF JACKSONVILLE INC 11 THE MEASUREMENT OFF THE
NUMBER OF PLIES IN HEADER f SPH4/6/8 ll2) 10dx1-1/2 .
SHOULD NOT DESIGN CENTER (BFSDC) I5 NOT RESPONSIBLE FOR THE ACCURACY OF CORNER OF CORNER OF THE HOUSE WHERE
111001-2016 ADD ll) ROD ADJACENT TO TRUSS. OVERRIDE ALL EXTERIOR HEADERS (2)2x6-1Q UNLESS NOTED OTHERWISE MTS12 (14) 10d Commons or 10dx1-1/2"/Total. HOUSE END-ZONE (NOT INT-ZONE)
"201"1 a GREATER CONSULT DESIGN CENTER , 3'-0" I 3'-0'� THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. HT520 (20) 10d Commons or l24) 10dx1-1/2"/Total.
' INTERIOR WOOD•TIE ALL INTERIOR HEADERS (2)2x6-1/2 UNLESS NOTED OTHERWISE ITYP) PRESSURES SHOULD BE USED.
• I GUIDELINES LGT2 (14) lr'od Sinkers/Each to Truss and Stud Column.
WOOD Tie ROD LOCATION. , OUTLINED PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED DESIGN LOADS MGT (22) 10d Commons to Wood Member - 1/2" diameter or Larger Threaded Rod per Accompanying
X APFROXIMATE • .
21_0" 2'-0" ' BELOW IN LIEU OF SPECIFIED HEADER Note on Page 51.
-� ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH A• GRAVITY LOADS: B. LATERAL LOADS: HGT-2/3 (8) 10d to Truss - 1/2" diameter or Larger Threaded Rod per Accompanying Note on Page 51
RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY ANC DO NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTED ROOF LOAD TOP CHORD-LL-20FSF DL-'1PSF WIND LOAD - 120 MPH NGT-4 (16) 10d to Truss - 1/211 diameter or Larger Threaded Rod per Accompanying Note on Page 51.
07WERWISE PROPER O/C SPACING (4-011 INTERIOR, ro'-011 EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULD BE LOCATED AT SWO SHEARWALL SEGMENT - REFER TO DETAIL F/STl AND/OR D/STI BOT CHORD_.L.L=IOPSF DL=5PSF SEISMIC ZONE - I HTT16 (18) 16d Sinkers to Wood Member - 1/2" dimaeter or Larger Threaded Rod per Accompanying
i CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH 5 EAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER FLOOR LOAD OL=15 PSF Note on Page 51.
DETAIL E/STi). RODS SHOWN IN CORNERS MAY BE LOCATED TO EI HER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR APPROXIMATE WOOD•Tie LOCATION LL=40 PSF WTT22 (32) 16d Sinkers to Wood Member - 1/2" dimaeter or Lar er Threaded Rod er Accom an in
SEE WOOD"TIe SECTION g p p y g
OTHER SOLID FRAMING. �; Note on Page 51.
I
.
.
w .
. y .
TI•-IIS DOCUMENT IS AN
K (_ INSTRUMENT OF
" HEADER PER STRUCTURAL.
ENG 1NEER'S SERVICE
PLAN OR TRUSS LAYOUT STI 5T1 FOR OTHERS FOR CON-
STRUCTION OF PROJECT
BUILT-UP OR BOXED COLUMN MAY
l2 M5TA24 W/(5)I¢:d /END �-USD IN 1 IEU OF 4x4 OR ox6
A TITLED BELOW.
INFORMATION DERIVED
FROM 15EAM TO POSTCENTER STRAP m JOINT USE 4ply 02 SYP QS5ply 02 SPF 2x4 FROM THIS INSTRUMENT
UN.O.ON STRUCTURAL BUILT-UP COLUMN I.L.O 4x4 GAN NOT BE USED FOR
PLAN.
USE 5ply 02 SYP QS 5ply 02 SPF 2x6
OT ER WORKS UNLESS
PT 02 5YP 4x4 POST BUILT-UP COLUMN IL-O bxo
AUT)-IORIZED B1' 7NE
INFRINGEMENT OF LEGAL
-COLUMNS GREATER N x E G- EER LUITI-TOUT
THAN 10' QR TH05E 111 �
SUPPORTING
ENGINEERED WOOD Q V RICxHTS.
/ PRODUCT: USE P'f °2O
IC STP 6x6 POST. (UN.O. 0 EV DESCRIPTION
ON STRUCTURAL PLAN) _-
� 0
(2)"2 BPF 2x4 m EA.COMER N 1 BAM 3.4.02
I.L.O.4x4 POST.(3)12 5PF Q
2x4'S m CORNERS DIRECTLY -3
POST TO SLAB CONNECTION: BENEATH BEAM WHEN 6x6 15 N
WITH 45U44 OR AIBU66 W) I REQ'D•
(12)lod 4 1/2"0x4 1/4" EMBE011 HT716 t 5/8"0x5-1/2" N 3
EPDXIED ALL THFZEAAD QS1 EMBED EPDXIED S'
(1)HTTI6 t 5/8"0 x 5-1/2" I V ALL THREAD m 02 SYP LEDGER FASTENED x
a-----
EMBED EPDXIED ALL -----______ ,� ______ EACH Og TO 16" o/c STUDS w/.131x3"
V THREAD. y ALTERNATIVE A5 GUN NAILS m EA STUD
t -
F SHOWN ON (TRU55-TO-LED6ER
I �[
D i I /'---' STRUCTURAL PLAN. CONNECTOR SPECIFIED
BY TRUSS ENGINEER)
BEAM ABOVE
'1116" A.P.A.OR
TECO RATED LEDGER t CONNETIO 4 Be- -E(PER TRUSS)
FOOTING(SEE FOUNDATION: 6µBAolcN dWNAILING �,m 116_ 2x6 w/(5)NAILS m EACH STUD.
PLAN FOR SIZE) Rv 111-1241_..2x8 w/(8)NAILS m EACH STUD.
- 4 SIDES RV•1242-1862_2x12 w/(12)NAILS m EACH STUD.
TYP_ PORCH POST 4 I ALT. BOXED
BEAM FRAMING DETAIL '. COLUMN DETAIL TRUSS LEDGER DETAIL
_ iI er
TRUSS TOP CHORD MSTA24 W/(9)10dlE ,�NDON STUD (2)2x4 01 SYP - APPROVED TRUSS-TO-IE CONNECTORS
OVERHANGS IN EXCESS OF 16" AND UP TO 24" m BLOCKING(TYP) UPLIFT (LB$) CONNECTION UPLIFTS > STUD WALL SPECIFICATIONS_ F;rstSou rce
USE 2x4 SYP OUT LOOKER AT I6"o/c CLIP TO ASSEMBLY(TYP 4 m HEADER 4 SILL 1/16" A.PA.OR TECO RATED - - ---- 1000 SEE
DSL.TOP PL.WITH(2A45 W/(8,ed.OVERHANGS 0-465 (I)HS W/(4)8d/END R HT.(FT) STUD SCHEDULE
HORIZONTAL 2x4 SPF "2 SHEATHING ON ROOF DECK - STRUCTURAL
lo"OR LE55 USE 2x4 SYP oU7LooKER AT 24" 0-145 (1)N8 W/_15110d x-I-1/2"/END 0-9'-1 I/8" _ 2x4 02 5PF 5TUD5 m l0" O/C QfJackSOr1V1{{e
i BLOCKING BTWN TRUSS WITH ad NAILS AT 4" O.C.AT - ------ - PLAN.
o/c WITH()JHS W/18J8d _ 465-990 _!2)H5 W_/_(4)ad/END/EA. ___ 0-10'-I t/8" _2x4 "2 SPF STUDS a 12" O/G—
BLOGK SHEATHING EDGES . ALL SUPPORTED PANEL
E CONT 2x4(MAYBE OMITTED IF(1)MSTAIS IS USED F HEADER PER STRUCTURAL PLAN ALL FRAMING MATERIAL TO BE EDGES AND S" O.C. IN FIELD. _
WITHIN 4'of GABL£ TRU55 " 145-1000 (2J N8 W/(5J loci x 1=1/2"/ENp/EA, r 2x4 "2 SYP STUDS m 12" O/C Design Center,Inc.
n FROM BLOCK-TO BLOCK ACROSS EA TRU55) E-FASTEN SHEATHING 70 FRAMING AT d.o/c I n "2 SYP EXCEPT -0 NOTED. •2 5PF (6)1-1/4"GALV.ROOFING 0-1000 __ (IJ HI6/HI65 W/(10)loci x 1_1/2" TO TOP PL. 0-ll'-I 1/8" 2x6 •2 5PF STUDS m 16" O/C
ON EDGES,6"o/c IN FIELD W/8d. MAY BE USED ILO °2 SYP ONLY NAILS m EACH SHINGLE TO 0-1000 llJ MTSI2 W/CZ)loci x 1-1/2"/END 0-12T-I G8 2x6 '2 5PF 5TUD5 m 16" O/C .............
....
IF BOTH) SIDES OF FRAMIINCs 15 SWEATING
10d m 2x4 T FROM PURLIN BOTTOM CHORD OF ALL 550 Roosevelt Blvd
DONT.2x4 TO 2x4 SNEATi-IED.
Z7
BLOCKING A.P.A.RATED SHEATHING TO
--_ HORIZONTAL 2x4 5PF '2 I'I TRU55-TO-FE CONNECTOR SEE TRUSSES WITH 1x4 SYP
�EGTION BLOCKING BTWN TRUSS MATCH ROOF 5HEATHING SI-UB ® TRUSS SCHEDULE FOR PERPINDICULAR TO TRUSSES m Jacksonville, Florida
PRE-ENGINEERED ROOF
NAIL THROUGH A.P.A.RATED SHEATHING 24"O/C w/(3)10d NAILS AT
INTO NO.2 SYP FRAMING W/8d AT 3" CONNECTOR TRUSS OR RAFTER 32244
ROOF SHEATHING • EACH TRUSS - U.N.O.
2x 2 SYP DBL.TOP PL.(SLOPED) O.C.AT ALL EDGE$AND INTO EACH PLY SPF STUDS
OF EACH DOUBLE INTERIOR PLATE, 12" ALL EXTERIOR WALL SHEATHING Tel 904.112-0100
CONTINUOUS 2x4 5PF"2 W/(3) 11 h O.C.ELSEWHERE. SHALL BE 1116"A.P.A.RATED SPH4/o/8 m 32"O/C 0S
1/16"A.P.A.ARATED SHEATHING WITH (2)2x4 r2 SYP TOP IE. FAS EN W) 5HEATHING WITH ad NAILS AT o" W'OOD•Tte RODS m 4' O/C Fax 904.311-2835
8d NAILS a 6"o/c ALONG ALL PANEL FOR OTHER UPLIFT HARDWARE (2)ROWS 10d m 12" O.C.(UN.O.)MIN. O.C.AT ALL PANEL EDGES AND w/3x3x1/8" WASHERS.
• V x3"NAILS TO EACH TRU AND CONNECTIONS,SEE TYPICAL 24" LAP W/(12110d IN LAP.SPH4/&/S 8" O.G. IN FIELD(TYP-UN.O.).
VERTICAL e m 6"o/c .131x3" EDGES AND 8"olc IN FIELD. BLOCK
TRU55 TOP CHORD •/ NAILS TO INTERMEDIATE I/2"GYP ALL EDGES(CONTINUE STUDS t SHEATHING WALL SECTION AND TYPICAL
Q BLOCKING.ADD (1)MSTAIS FOUND G UNDERSIDE OF OUTL SHEAT ) m 32" O/C 629 WOOD•Tie RODS m 6' SHEATHING PANELS SHOULD BE
•/ TRUSSES/RAFTERS HEADER FRAMING DETAIL. O/C W/3x3x1/8" WASHERS. I/2"0 x 4-I/2" EMBEDMENT WEDGE
5HEATHING TO SE ORIENTED PERPINDICULAR ORIENTED PERPINDICULAR TO
STRAP W/!1)10d/END m EA. TO FRAMING MEMSER5,U.N.O. (2)2x4 "2 SYP 1�qFRAMING MEMBERS IF EXTERIOR ANCHORS EPDXIED ALL
B SPLICE(CONT.2x4 MAYBE AT DOUBLE INTERIOR THREADS m 32"o/c W/2x2xl/8"
HEEL/END VERTICAL OMITTED IF(1)MSTAIS IS USED CEILING HEIGHT VARIES SILL (TYP) RAFTER-TO-iE CONNECTORS FINISH 15 STUCCO,UN.O. WASHERS OR W'OOD•Tle RODS m
OF TRU55 SILL$/PLATES/BLOCKING,NAIL
•/ F FROM BLOCK-TO BLOCK FIRST PLATE TO SECOND PLATE W/ LENGTH CONNECTOR 02 SYP PT BOTTOM 1E w/ 4"o/c.WOOD•Tie RODS m
/ PURLIN BOTTOM CHORD OF
ACROSS EA.TRUSS) ALL TRUSSES WITH Ix4 5YP (2)ROWS ltd COMMONS AT 8" O.G. 5PH4/6/8 m 32" O/C O$ INTERIOR 5HEARWALLS ADD
z 0-1' (I)H5,H8,H10,Og MT512 WOOD•Tle RODS m 6' O/C. EITHER Z4"o/c SHOT PINS Q$ 16d
PERPINDICULAR TO SIDE PANEL HEIGHT TO
1110" A.P.A.OR TECO RATED w TRUSSES s 24"O/C w/(3) (2)1-15'$QR'HS'S 012 1/2"0x1" EMBED A.B.w/2"x2"xl/8" WASH CASE HARD NAILS m i8"o/c.
SHEATHING W/6"/8"o/c 8d NAILS loci NAILS AT EACH TRU65 - M5TA24 W/(9)10d WIDTH REQUIREMENTS 1'-14'
' z (1)HI6 QLd MTSI2 AT 32"o/c QS IR"0 WOOD'Tte RODS m
- BLOCK ALL PANEL EDGES. / / UN.O. I NAILS/END m EA.SIDE OF ANCH BOLT(5) h(ft) MIN.w - -- 6' O/C W/EITHER SHOT PINS m 24" O/C "2 SYP PT BOTTOM fe
£A.STUD ABOVE OR 5 T PINS 1' 2'-1" > 14' SEE PLAN OR 16d CASE NAF DS m 18" O/C.
• ! HEADER t JACKS TO ? PER TAIL E/STI 6' 1'-8 I/2"
• HEADER E JACKS 1' AND SHORTER MAY
5' I'-5" USE (4)loci IN LIEU OF ---- -' s( I d
TRUSS-TO-FE CONNECTOR: DOUBLE TOP FE OF WALL z --
TYPICAL WALL � Q 4' I'-2 I/2" TRUSS-TO-1E CONNECTION i0- '
SEE TRUSS SCHEDULE FOR PEAK- TO II': 2x4 5TUD5 E / e `• --
TYPE (DTL A t B/STI) CONNECTIONS: FE-
TO 14': 2x6 SPF•2 c • ed
TO-STUD, TO l(o': 2x6 5YP02 -III " 6 x 6 - WIA x WIA WJ,F 'ALL CONCRETE MINIMUM
a STUD-TO-SHOE, FINISH OR F15ERMESH T
SHOE-TO-FOUNDATION 1e 16': 2x8 5YP 2 GRADE 9 Z • �I 2500 PSI COMPRESSIVE
STUDS/SHEAR WALL _L • WATERPROOF BARRIER STRENGTH m 28 DAYS
FRAMING PER PLAN
° FOOTING TO BEAR ON UNDISTURBED 501L
BRACING OF TRUSS HEELS FOOTING(SEE TYPICAL WALL SECTION) HTT22 W/5/8"0 ALL NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLT,IF USED,WITHIN 8" OF II
D THREAD (5 1/2" A BEARING WALL ENDS AND WITHIN 6"OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR If—
M (OVER 16" TALL) AT SHEAR WALLS EMBEDMENT)(TYP) REINFORCING AND DIMEN510NING OF FOOTINGS.
ST1 1/2" , V-®„ GABLE END BALLOON FRAMING DETAIL ST1 SwB - SPECIAL SHEARWALL DETAIL �Tl
TYPICAL WALL SECTION � rt \l
1 211 p I .011 11211 z V-0n
2x4 02 SYPOUTLOOKE •SWI t $W2 SHEAR WALLS REQUIRE MIN.48" OVERLAPS
*OVERHANGS < 16" m 24"o/c W/(U H5 m EACH W/MIN.124).131x3"NAILS m TOP PLATE SPLICES OR(2)
OUTLOOKER TO TOP CHORD OF GABLE TRUSS M5TA24's W/(9)10d/END,CENTERED ON EACH SPLICE. APPROVED TRU55-TO-IE CONNECTORS ^ //
,OVERHANGS 16" >24" m 1'o"o/c W/(2)H5 m EAG --- ---""--- UPLIFTS > __--_STUD_W_ALL SPECIFICATIONS (I /
R00= 5HEATHING SUPPORTED EDGE UPLIFT(LBSJ CCNNEGTION
BLOCK SHEATHING EDGES OUTLOOKER TO TOP CHORD OF GABLE TRU55 ® _0-465 (1)H5 W/(4)8d/END 1000 SEE fE HT.(FT) STUD SCHEDULE
NAILING PER PLAN WITHIN 4' OF GABLE TRUSS _0-T45 CI)HS W/l5)loci x 1-1/2"/ENP^ STRUCTURAL 0-9'-I I/8" 2x4 02 5PF STUDS m 16" O/C
___ _---- l----
�-FASTEN SHEATHING TO FRAMING NAIL THROUGH AJ'A.OR TECO RATED SHEATHING - PLAN. 0-10'-I 1/8" _2x4•2_SPF STUDS m 12"
III INTO NO.2 SPF FRAMING PER SHEAR 465-930 (2)H5 UW/(4)8d/END/EA. 2x4 02 SYP 5TUD5 a 12" O/C
AT 3"/0" O.G.W/8d NAILS. SW# - - ---'-- 0-11'-I 118"
NO.2 SYP 2x CONT.TO TRU55 t WALL TABLE. _145-1000 (1)HS W/15)loci x I-d x 1.1/2" 2x6 "2 5PF STUDS m 16" O/C
70P PLATE W/.131x3" - MATCH A.P.A.OR TECO RATED SHEATHING FASTENED TO 0-1000 (I)H16/HI65 lU/(10J loci x I•I/2`TO TOP PL, r------------ -- \\ \\ IJ
Il 1/4"MAX EDGE NAILING BPAGING OF FRAMING PER SHEAR WALL TABLE - --- 0-12T-1 Iib , 2x6 "2 5PF STUDS m 16" O/C ((��111 O./
BOTTOM CHORD OF TRUSS (UP TO 2x1?) A-PA.OR TECO RATED SHEAR WALL 0-1000 (I)MT512 W)!- lad x I-v2"iEND
SHEARWALL SHEATHING (4).131x3" E Og END (BLOCK PANEL E ESI 1/16" APA.OR TECO RATED
SHEATHING TO MATCH
(EITHER 6"o/e OR 3"o/e). NAILS m CH 8d COMMON HOLD DOWN m ENDS IN ADDITION SHEATHING ON ROOF DECK PURLIN BOTTOM
OUTLOOK TO TOP FE. ROOF SHEATHING " NAILING TO TYP.WALL SECTION(A/STI t WITH ad NAILS AT 4" O.G.AT CHORD OF ALL
SHEATH TRUSS CLOSEST TO GABLE TOP CHORD SPACING B/STI). WOOD-TIE ROD MAY BE ALL SUPPORTED PANEL TRUSSES WITH Ix4
INTERIOR WALL W/1/16" A.P.A.OR ` USED IN LIEU OF ANY SPECIFIED EDGES AND S" O.C. IN FIELD. SYP lyll Ir//
TECO RATED SHEATHING W/ad m 6" 2x L-BRACE ON GABLE VERTICALS AS DOUBLE 5TUD5 m EACH END HOLD-DOWN. PRE-ENGINEERED RO
SPECIFIED BY TRUSS MANUR(MIN.2x4 02 l6)I-I/4"GALV.ROOFING L PERPINDICULAR
OF SHEAR WALLS L TRU55 OR RAFTER
OR 3" O.C.AT ALL EDGES AND 12" EDGE FIELD 1-STORY 2-STORY NAILS + EAGN SHINGLE TO TO TF�J55E5 m 24"
O.C. IN THE FIELD - BLOCK ALL 5PF W/6"o/c .131x3"NAILS m MAX 24"o/c). WALLS >15' LONG:NONE SWEATING O/C w/(3)lod
EDGES(MATCH NAIL PATTERN I SW 6 8 REQ'Ds WALLS < I5' LONG; UG516 NAILS AT EACH
SPECIFIED FOR SHTN'G m 5W BELOW). GABLE TRUSS c (2)SPH4/6/8 W/1/2"0 x STRAP TRUSS - UN.O.
HEADER KING STUDS MAY SERVE
EDGE OF 2x NEED NOT BE AS DBL STUDS AT THE ENDS OF 4-1/Z" EMBED EPDXIED (2)"2 5YP TOP FE. FASTEN W/(2)
m CLIP END OF LATERAL BRACE TO GABLE SHEARWALLS ALL THREAD t 3x3x1/8"
ROWS loci 12"o/c(UN.O.)MIN.24" LA 5PH4/6/8 m 32"o/c Og
O
*SHEATHING TRUSS MAY BE FLUSH W/ EDGE OF TOP 2x4 -8 INC T MI P ND T WASHER WITHIN 3" OF TRU55-TO-1e CONNECTOR SEE W/(12)lod IN LAP. WOOD•Tte RODS W/
OMITTED ONLY IF SHEAR WALL IS BOTTOM CHORD WITH l2)H5 CLIPS. Ld
SW OR SW+DESIGNATION AN 2x A R F'�INT OF GABL E "X" STUDS/5PH4/6/8." TRUSS SCHEDULE FOR 3"x3"xl/8" WASHER m 4"0/0
-� B CES INWAR IN.8' t AT N EA GABLE BOTTOM CHORD TO TOP fE W/MSTAIS CONNECTOR
CONNECTOR BTWN 5HEARWALL t DJAC ENT TRUS W/(3).131x3"NA m 48"o/c OR.131x3" TOE 5W1 3 8 (UHTT22 W/5/8"0 x 5-1/2" 3)(516
STRAP W/(1)10d/END EMBED EPDXIED ALL 51"144/6/8 m 32"o/c SPF STUDS /
TRUSS >2x SWEARWALL LENGTH. MAX "X" INC SPACING NAILS TO TOP fE m 3"o/c-STAGGERED A5 REQ'D. 5TUD5 PER PLAN STRAPS RAFTER-TO-fE CONNECTORS -A
< 4/12 PITC = e'o/c THREAD. OR WOOD•Tie
SHEARWALL (SHEATHING a 4/12 < 1/12 ICH " o'o/e 1/10" A.P.A.OR TECO RATED SHEATHING W/ad'NAILS LENGTH CONNECTOR RODS W/3"x3"xl/8"
CONNECTORS PER PLAN >1/12 PITC11- 4'o/e m 0" O.G.ALONG ALL PANEL EDGES AND 8" O.C. IN SPACING EMBED
4/6/8 W/V2"0 x 4-I/4' ZJC816 WASHER m 6"olc
FIELD. BLOCK ALL. EDGES(CONTINUE SHEATHING PER PLAN 5W2 3 8 EMBED EPDXIED ALL TRAPS 0-1' (IJ H5,H8,WI6,Qt3 MT512
TO MIDPOINT OF GABLE BOTTOM CHORD) THREAD W/3x3x1/8" -- -
WASHER' (2)H5'6 QS He'S Q8 "STRAPPING, fit
1'-14'
- NOTES: (1)N10 QS MT512 CONNECTORS, CLIPS,
1) 5/16" HARDI-PANEL 15 PERMITTED AS SUBSTITUTION A,e'5 AN /O WOOD-Tic
/2x4 02 SYP LATERAL BRACE AT 48"o/e. IF FIRST OUTLOOKER 15 MORE FOR RATED SHEATHING ON EXTERIOR
> 14' SEE PLAN RODS ARE NOT REQ'D
THAN 32",FROM FASCIA,USE WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN. JACKS 1'AND SHORTER MAY INTERIOR BEARING
l3).131x3"NAILS THROUGH BRACE INTO A.P.A.OR TECO RATED m
(2)1x4'5 m FIRST OUTLO R CNLY USE (4)10d IN LIEU OF
NOTE: EACH TRUSS BOTTOM CHORD. EXTEND / SHEATHING OVER SPF STUDS WALLS SUPPORTING
BRACE TO FOURTH INTERIOR TRUSS. J 2) OPENINGS IN SHEAR WALL SEGMENTS PERMITTED ONLY
TRUSS-TO-1`12 CONNECTION
TWIS INTERIOR SHEAR WALL DETAIL 15 INTENDED FOR USE IN AREAS WHERE THE 3ry IF SHOWN ON THE FRAMING PLAN. REFER TO DETAIL ONL FLOOR LOADS.
HOLD DOWNS -
C SHEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS IS AN ALTERNATIVE TO MSTAIS STRAP m �F 7 FOOTING (SEE TYPICAL WALL SECTION) PER TABLE D/STI. STUD WALLS WITH BRICK VENEER
CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK OPTION: SECURE BRICK VENEER
48"o/c Og,131x3" ALL EXTERIOR WALL SHEATHING
STI
ALTERNATE INTERIOR SNE ARUJALL FRAMING 3) HTT22 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH TO WOOD FRAME w/GALV.TIES m "2 SYP BOTTOM FE W/(2J ROWS OF loci II
TOE NAILS HPAHD22 W/(23)6d 16"o/c HORIZONTAL t 32"o/c NAILS m l2"o/c,STAGGERED. SHALL SE 1/10" A.P.A.RATED
GABLE END BRACING DETAIL SHEAR WALL ASSEMBLY DETAIL SHEATHING WITH Sd NAILS AT
� VERTICAL
O.C.AT ALL PANEL EDGES AND
„ 11.013
„ 3/4" TtG PLYWOOD - 8" D.G. IN FIELD (TYP-UN.O.).
I'-0" STI 11211
� -0 SHEATHING PANELS SHOULD BE DRAWN RUJ
NAIL SHEATHING TO BOTTOM fe 6"/6"o1c 106 NAILS t GLUE ORIENTED PERPINDICULAR TO
WOOD-TIE ROD FROM ABOVE, y
AND BAND BOARD PER REQ'D W/LIQUID NAIL OR EQUAL. FRAMING MEMBERS IF EXTERIOR CHECKED LAP
SECURED TO BEAM VIA HTTIO W/ %
(ISJI6d NAILS,MIN. �: /.: .� HEADER(SIZE SHEAR WALL EDGE NAILING. FINISH 15 STUCCO,UN.O.
WOOD-TIE ROD THROUGH BEAM SECURED VIA WOOD-TIE ROD t PER CALLOUT ON 15PI44/0/8 PLATE STRAP ACROSS JOINTS IN SCALE NOTED
N CENTERLINEOF BEAM W/ ��� II II CONNECTORS NOT REQ'D USE 48" STRAPS I.L.O.
(U HTT10 W/118)l0d (MAY BE ROTATED STRUCTURAL BAND BOARD W/lIM5TA24
3x3x1/8" WA5HER t NUT.
/ %// 180' TO CONCEAL FLANGE) (2)SPH14/0/8 PLAN)OR TRUSS IIIF APAITECO RATE SPECIFIED 40"STRAPS DATE 3/6/02
W/l9)I0d NAILS/ENO
• - LAYOUT IF SYS 42. , -SHEATHING 15 NAILED IF LOOK DEPTH f1" lo"
ST1 / ••i INTO TOP IE A5SEMBLY t HEADER PER NAIL 5HEATHING TO TOP a 'i (NOT REQ'D WHEN U51NG
CORNER OF II II STRUCTURAL JOB NO, STANDARD
14I10d m KING WOOD-TIE RODS)
' / • HEADER W/(1)ROW OF PLAN PER REQ'D SHEAR WALL
GARAGE SPH4/6/8 m 32"o/c II II II STUD-TO-HEADER EDGE NAILING TRUSS DETAILS
3"o/c ad NAIL.
EACH END AND
IN THE EVENT THE CONCRETE m TOP FE TO HDR.
�j (2J MSTA24 W/ II II �- CORNER OF I EACH PLY. ATTACH 2ND FLOOR STUDS TO FLOOR TRUSS OR I-JOISTS
CONTRACTOR OMITS THE TRUSS-TO-112 AND 1ST FLOOR 5TUD5 OR FLOOR UPPER FLOOR STUDS TO LOWER
HPAHD22 EMBEDDED (9J10d/END/STRAP m EA GARAGE FE-TO-STUD CONNECTOREAM W/40" LENGTH (48" IF FLOOR STUDS OR LOWER FLOOR
j/ END OF HEADER UN.O_ II II E II A.P.A.AOR TECO RATED , BEAM WITH 40" LENGTH OF 0516
STRAPS, IT IS ACCEPTABLE SCHEDULE FOR SPACING SHEATHING W/(lJ ROW OF FLOOR DEPTH B 16")OF C51 (2) 2 SYP TOP 1E. `�•• �u�11 Urllu�irr/// .
TO SUBSTITUTE ll)M5748 II II CONNECTOR(SHEET STI) II ad NAILS 3" O.C.AT TOP STRAPS m 32" O/C W/(11)10 FASTEN W/(2)ROWS 10d STRAPPING w/(IUlod/END. �� � a ,•,• /////i
WOOD BEAM WALL SHEATHING SHALL BE 1/16" SHEATHING NEED ONLY CENTERED ON FLOCK SYSTEM F- k /
/y SERIES FLAT STRAP PER A.P.A.RATED SHEATHING WITH 8d COVER LOWER tE OF TOP FE (INTO lE'S)ANp BOTTOM d/END (CENTERED ON FLOOR SPF 5TUD5 12"o/c W/MIN.(121 loci IN �r� ��;. � y,
UJOOD•TIE BEAM CONNECTION ALTERNATIVES HPAHD22.FACE MOUNT THE II II II SYSTEM)OR USE WOOD-Tie LAP(UN.O.)MIN.24" LAP OR WOOD Tie RODS m 4'o/c. Q,` w•.,rl/J f
NAILS AT 3 O.C.AT ALL PANEL ASSEMBLY IF: (INTO HEADER).NO SPH'S
STRAP TO THE FOUNDATION ROD5 m 0' OIC(4' O/G '%
�1 „ WITH EITHER(4)1/2"0 EDGES AND 8" O.C. IN FIELD II II A)PARE PROPERLY ALL JACKS TO HEADER: JACK AND KING STUDS, REQUIRED. •. �/' , '••'�
MSTAIS W/16J10d IN QUANTITY PER CALLOUT II INTERIOR WALLS). CONTINUE 5PF STUDS
r
II? I -0 (TYP-UN.O.). SHEATHING PANELS NAILED TOGETHER Ql1ANTITY/SIZE/GRADE/SPECIES A.P.A.OR TECO RATED �. � A c`-''.;
EPDXIED ALL THREADS W/ HEADER(6)10d IN JACK ON STRUCTURAL PLAN. 5HEATHING OVER 5PF 5TUD5 :ti F t�
4 1/4"MIN.EMBEDMENT OR SHOULD BE ORIENTED II II @1 TRUSS C IPS/STRAPS II FASTEN ADJACENT OF STUD COLUMN SPECIFICATION - •� <+.,�A
PERPINDICULAR TO FRAMING ARE ATTACH TO BOTH fE'S KINGS AND JACKS W/(2) ~ l�
(3)ROWS OF 10d NAILS m (16)3/16"0x 1 3/4" TAPCON ON STRUCTURAL SHEET (51 OR "2 SYP PT BOTTOM fE w/SPH4/0/8 m � l SL N �'' '��
MEMBERS,UNA. II I� I ROWS OF lod m 8"O.C. S2)THROUGH FLOOR SYSTEM TO ANC x 4-I/2" EMBEDMENT WEDGr -. :: 1r
8" O.C.,STAGGERED 115 ANCHORS.FASTEN STRAP TO 32"o/c OR WOOD Tie RODS m 6'o/c. ANCHORS Q@ EPDXIED ALL �� • f
11J ROW OF loci NAILS m II II I FOUNDATION AND ADD(I)C510 THREADS m 3Z"o/e W/2x2x1/8" f! O K,r'ee`'(�✓
`" " cv " 4"O.C.STAGGERED,I `" • " $HOLUN,EA PLY. STUDS W/(20)I(od. JACKS PER PLAN ,
PER PLY ACROSS FLOOR Z• S7jpgr •`� l'x(11
" 1/4" OFF OF 2x6. " " WOOD•TIE ROD ADJACENT SYSTEM(OR WOOD-Tie RODS WASHERS OR WOOD-Tie RODS m% v,, �:
(I)ROW OF 0d NAILS m 6" O.C. L • MIN.3 KING STUDS EACH II II FASTEN ADJACENT KINGS II 1/1"0x1" EMBED A.S.w/2"x2"xt/8" 4"o/c.WOOD•Tie RODS m �•;,`�'.;, �.'+ ,• t ?•
" STAGGERED,WITHIN 3/4" OF SIDE OF OPENING WHEN AND JACKS U/(2)ROWS TO KING STUDS EACH SIDE CONT.TO FOUNDATION).
1 g INTERIOR SHEARWALL5 ADD r,•y �. \
CENTERLINE 2x4 HPAHD22 W/l23)l0d TO USING 2x6 FRAMING,5 KING OF loci m 8'O.C. OF OPENING >_ 6'-0' WA5HER AT 32'o/c OR I/2"0 WOOD•Tie �.
II EITHER 24'o/c SHOT PINS QB
" • lA STUD ASSMEBLY l2) STUDS EACH SIDE WHEN RODS m 0'o/c W/SHOT PINS m 24"o/c
21/2"- OR lod CASE HARDS m 18"o/a CASE HARD NAILS m 18"o/c.
• „ PER SIDE OF OPENING USING 2x4 FRAMING UN.O_ II II WOOD•Tte ROD II OPENINGS GREATER THAN
" 1/2" ANCHOR BOLT AS (2"MAX.FROM 6'USE 1/2'0 OR 3/8"0 • f 1����\\\
P PER TYP.WALL SECTION. II II JACK/STUDS) ALL JACKS TO BOTTOM II ANCHORS AT 48" O.C.OR _.-__-4 d a
11121, " B: 5141"4/6/8 PER JACK 1/4"0 TAPCONS AT 32" O.C. �p
ST1 HPAHD22 NOT REQ,D 4" SLAB ENED GE WI(1)14" THICK- II II L
I a 0 x 1 - RM x WIA WJ1F - PL AN S T FRU C T
" m THIS LOCATION IF L CONT.UNDER DOOR II GRAD 6 x fo - WIA x FINISH •a
WALL LENGTH > 4Q' „ �I = �.
(SEE DETAIL 6/5721 IIII II FINISH 0? \ -II
�+ p 2" 1 5/8" FINISH- _ _ u U _ _ RADE E ' • WATERPROOF _1 - *ALL CONCRETE MINIMUM
I I/2 pZ QR �7Yf x� GRADE =III-I I I-I I-III-III I I(-I I I- I I-I I I� I- DOTING/SEE II BARRIER 2500 PSI COMPRESSIVE
'—! BUILT-UP COLUMN =I I-I I I-I I-II-I I-I I-I I-II-III-III-III= TTP FOUNDATION STRENGTH m 28 DAYS.,
SHEET
• p -I I I-i I I-I I I=I I I- - _-_--_- -I _ _ III=1 I I-III=III- DETAILS) FOOTING TO BEAR ON UNDISTURBED SOIL
2 SPF OR SYP 2x'4 PLATE H4GT5. UP TO ICS -1 1/8 2 SPF OR SYPHx8 =III-I I-I I-I I=I I=1 I-�II-1 I1- =I I=I I=I I III-III-III= NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLTS
BUILT-UP COLUMN BUILT-UP COLUMN 1= I I- I I =1 (IF USED)WITHIN 8"OF BEARING WALL ENDS AND WITHIN 8" OF DOOR OPENINGS IN BEARING
„ SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. -II I -I I—III— I I—III" I I,— WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS.
PLATE HOTS. UP TO 12'-1 1/8 FASTEN WALL 5HEATHING-TO-POST W/MIN Bd's m PLATE HCsTS. UP TO ZED -� 1 I I1=I' 1—III- TRADITIONAL METAL CONNECTORS WOOD-Tie ANCHORING RODS STI
12" O/C OR GYPSUM-TO-POST W/MIN 5d'e, m 4" O/C " B MULTI -STORY TYPICAL FALL SECTION
r"4%,N
TRADITIONAL METAL CONNECTORS WOOD-Tie ANCHORING RODS
-TYPICAL CONNECTIONS m STUD MULTIPLE PLY POST CONNECTIONS ST1 TYPICAL GARAGE DOOR OPENING DETAIL 81'1 t""F TYPICAL OPENING FRAMING DETAIL - UN.O_ ST1 I��„ I,-m„
COLUMNS JACK-TO-KING STUD
ASSEMBLIES CORNER POST ETC. 112" s I•-0n
�f I/2" - I'-0" I/2�� ' .-011 OF SHEETS
THIS DOCUMENT IS AN
INSTRUMENT OF
STRUCTURAL G=ENERAL NOTES ENG=INEER'S SERvICE
FOR OTHERS FOR CON-
STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. 5TRUCTION OF PROJECT
STUCCO CORNE AS TITLED BELOW.
COD S: BEAD I" BELOW 4" CONC SLAB W/ 6X&X10/10 WWF INFORMATION DERIVED
4" CONC SLAB W/ 6)(6X10/10 WWF STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. FINISHED FLOO OVER 6 MIL VAPOR BARRIER OVER
2001 FLORIDA BUILDING CODE (175C) OVER 6 MIL VAPOR BARRIER OVER SLOPE 3/4" X i2" STUCCO CORNER CLEAN, WELL COMPACTED, TREATED FILL FROM THIS INSTRUMENT
ASCE -98 CLEAN, WELL COMPACTED, TREATED FILLEXP. JOINT AT GARAGE DOOR BEAD I" BELOW 4" CONC SLAB W/ 6X&X10/10 WWF- __
MAY BE USED _____�._______ CAN NOT BE USED FOR
FINISHED FLOG (OVER 6 MIL VAPOR BARRIER OVER AS BRICK LEDG OTHER U10RKS UNLESS
1991 NDS VARIES =-.��-.= ==----=-- � CLEAN, W LL COMPACTED, TREATED FILL SLOPE GRAD _�I AUTI-4ORIZED BY THE
4" CONC SLAB W/6X6)(10/10 WWF = SLOPEL---------- _ (1)04 REBAR CONT. m HEADER COURSE
OUT
OVER 6 MIL VAPOR BARRIER OVER GRADE = DIMENSIONS ARE Q/ ENGaINEME T OF LEGAL
_ GENEK)ALs = — T I I=1II I CLEAN, WELL COMPACTED, TRE TED FILL — MIN. DISTANCES CSI I I I= I I INFRINGEMENT OF LEGAL
A,Design is void after two years from original date of issue, unless updated to acceptable codes and practices at that time. I I=IIII`=' IIII �' ' = I I— I (_ _ $_' I i- =1 4 i STORY DIMENSIONS ARE RIGHTS.
115-Do not scale. Use dimensions from the architectural Ian. Notify engineer immediate! if discrepancies are found between plans. = _ _ �' i , III CLEAN COMPACTED I I I I I l I 2 STORY MIN. DISTANCES
p y g y p III =III —I I I i. -___ I I—III-- III _ • , . SAND FILL
C.All details shall be in accordance with instructions from manufacturer or designer. �_- _ - i STORY W/ 2 OR LESS COURSES, E DESCRIPTION
= I( =I 101 I I= I = -- 2)04 CONT. - 1-STORY I_EE1 i — I .' I =III= I = � 0 POUR STEMWALL SOLID OR USE 10"x20" FTN'G i
0_All temporary shoring shall be the responsibility of the contractor. _ — -
= (2)05 OR (3304 CONT.- 2-STORY IIII=_— _ _ =6 MIL VAPOR BARRIER /O BRICK
(TYP. VERTICAL REINFORCEMENTh •4 DOWELS 2
FOUNDATION i=Iii= 16' III=) i I^ III =I I —IIII I=I I =I I I=_ =j i I ^ _ CORNERS 4 46"o% THEREAFTER - BEND -
1 STORY — - W/ BRICK
I ,I iii—I I ALL DOWELS e TOP 4 BOTTOM,EMBED 3
A,This design has been completed in accordance with pertinent standards, recommended Best n soil ammeters, and accepted — I 20 —I = ( — I— 12" — I llr4 CONT. -- III III=I I MINIMUM 6" INTO FOOTING /12" INTO SLAB
g p p g p p I—III III—II I I I I II— (GROUT ALL CELLS W/REINFORCEMENT)
engineering design procedures, and is based on the best information available at the time of completion. The design is intended 2 STORY" I STORY FOOTING SIZE MAX. STEMWALL HEIGHT: (5) 4.
to minimize differential movement resulting From the heaving of expansive soil or settling of subsurface soils. It must be recognized W/O BRICK 12"WIDE W/ CL CONT. 8" COURSES WALLS I l5) 8" I STORY FOOTING SIZE
W1 BRICK 20"WIDE (INCLUDING LEDGE)W/(31.4 COURSES NIGH REQUIRE W/O BRICK 160x8"W/(2P4 CONT.
that foundation components will undergo movement. Any subsequent owners shall be appraised or the soil condition and advised to TURNED DOWN EDGE 2 STORY ADDITIONAL ANALYSIS 4 W/BRICK 20"x8"W/13r4 OR(2r's CONT.
W/O BRICK i6"WIDE W/(3)"4 OR(2)'5 CONT. 2 STORY
maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions above Floor slabs, and 1 W/BRICK 24"WIDE (INCLUDING LEDGE)W/(4)•4 OR(3Y5 REINFORCEMENT. W/O BRICK 20"xI0"W/(31'4 OR(21x5 CONT.
finish work above the floor slabs, etc. 10 BEARING STEP DOWN W/BRICK 24"x10"W/(4r4OR(3)"S CONT.
e,,Design has been based on a non-expansive soil with an allowable soil bearing Capacity of20Mpef. Active EFP= 30 pcf (level backslope). � TYPICAL FOUNDATION DETAIL 1 TYPICAL FOUNDATION DETAIL
C.Backfill adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchored to the floor
system above or adequately braced to prevent damage to the wall.
D.Refer to the Geotechnical Engineer's report for all soil requirements for this site.
E,All foundation pads shall be formed to proper dimensions as indicated on the drawings and centered on column or wall. SEE STI FOR VERTICAL WALL CONNECTION.
F The location of Foundation jogs, steps and top or wall elevations and connections are critical to foundation performance. These items 4" CONC SLAB W/ 6X6Xi0/10 WWF 5 1/2„
OVER 6 MIL VAPOR BARRIER OVER • MAX. 2 COURSES
are shown on the plans but may change during the actual construction. As a result, this design can not address proper foundation 4” CON( SLAB W/ 6)(6X10/10 WWF
CLEAN,WELL COMPACTED, TERMITE OVER ?o MIL VAPOR BARRIER OVER 5 1/2" WIDE CONC. SILL TOP AT MAIN ABOVE SLAB LEVEL. SEE 5TI FOR VERTICAL
configuration unless stated specifically on the drawings. TREATED FILL WALL CONNECTION. Builders
CLEAN, WELL COMPACTED, TREATS FILL STOP LATH AND SLAB LEVEL. TOP TO GARAGE FLOOR
CONCRETE- —
STUCCO CORNER VARIES* MAX 5 1/2" (HEIGHTS EXCEEDING (1)04 CONT. IN SOLID GROUTED
:.: ,--;-..•---_�_-_---�..___�_ I" BELOW WIDTH REQ ADDITIONAL ANALYSIS) U-BLOCK COURSE �•
BEAD
VARIES ��-=.-_----- - = '' -- -- FINISHED FLOG TYPICAL SLAB i rstSou rce
A,Detail reinforcement in accordance with ACI 315-80 (Revised 1988), DetailingManual. Minimum concrete cover for reinforcement _ - " ' —_— , :. 4" CON( SLAB W/ 6x6xi0/10 WUJF
-'v. ':--T > — -✓_ — I I I I =III, I I- OVER 6 MIL VAPOR BARRIER OVER TYP. VERT. OfJacksOnVllle
shall be as follows: ___—_ — —I I —III — — I- CLEAN,W LL COMPACTED, TREATED FILL
—)I —I I III =III =I i I= I I I I—�_� MIL VAPOR BARRIER SLOPE REINF. _ — DesignCenterjnc.
1) Concrete cast against earth 3 I— � _ --'�_
2) Formed concrete exposed to earth or weather 1-1/2 I I I I--111=11 I = I Imo)I I( i= I —III I I=IIII=III(= I I= GRADE �=Tl =III 1=1 I I I i=I I =I I .................
3) Interior slabs, walls 3/4" =IIII=I I I I — =III = -�I)"4 CONT. = CLEAN COMPACTED =I I= = III I I TYPICAL FOOTING - SEE I/ST2 FOR 550 Roosevelt Blvd
E'ti Minimum compressive design strength of concrete used for foundations and slabs shall be ?30�psT 28 days. I— =IIII — SAND FILL __R
_ _ SIZE/REINFORCEMENT
C.Reinforcing steel shall conform to ASTM A615, grade 40. =I I_ = III = I I= I • • III I I I I I (I I — III=III Jacksonville, Florida
D.Longitudinal reinforcing in walls and footings shall be continuous at corners and intersections. Matching corner bars shall be used. I I—III—I i I—)I —I i— I I— I I ( _ 32244
Minimum lap of reinforcing shall be 40 bar diameters, but not less than 20". TYPICAL FOUNDATION =I I I . •., I I — Tel 904.-1-12-0100
I-All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing, STEP DOWN _
_ _ I i = Fax 90431'1-2835
and testing shall be done in accordance with the requirements and application of AGI 301-84 (85), "Specifications for Structural Concrete". IMENSIONS AR II �9 I II`FII
IIII `II
IN.DISTANCE5
woo ii NON-LOAD SEARING TURNED DOWN EDGE
A.Framing lumber shall be as follows or better:
0 2 FOUNDATION AT GARAGE 2 FOUNDATION AT GARAGE
2 x Rafters/Beams/Joists 02 SYP 19'r, M.C.
I-Joists Provided by TrusJoist, or equivalent.
Engineered Beams Provided by TrusJoist, or equivalent. 4" GONG SLAB W/ R BARRIER
UA11F
OVER 6 MIL VAPOR BARRIER OVER
Plates 02 SYP IS% M.G. CLEAN, WELL COMPACTED, TERMITE OVERLAP SLAB
Studs 02 SPF 19io M.C. - Typical - Unless Noted Otherwise TREATED FILL 2" HEADER BLOCK -S RECESS SLAB 3/4" FOR
Stud Grade SPF 19'r, M.G. (2x4 up to V-1 I/8", one story residence only except partially enclosed structures) FORMED d CAST a i I/2" THRESHOLD
All nails shall be type 'Common' unless noted otherwise. Options to using Common nails are as follows: STEP DOWN I-1/2" DEPTH = STUD + 1 BL (FROM
12d=10d=0.131"x3" Gun Nails RE /4" FO SGD BLOCK)
8d=0.099"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing Is reduced by 1/3. I.E.: ad -9 6 /12 o/c becomes
VARIES CESS SLAB 3 R
p p g - _ -- LAB W/ 6)(6X10/10 UJWF --
`r -- - - - --- Fral
—� OVERN6 MIL VAPOR BARRIER OVER —
.0999 x2 1/4" 0 4"/8"o/c.) y r y _ _
C.Where not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Code, ASCE 1-98, _____ ___ `=IIII=1111= III - = i II= I TYP. SLAB GLEAN, W LL COMPACTED, TREATED FILL =1111=1111= - I_Ilf� TYP. SLAB
and/or 1991 NDS —III =1 I = _I--
referenced above. All sheathing must be nailed or screwed 4 adhesives SHALL NOT be used in place of nailing. =1 I =_ _ I= III= I I= =IIII= = I IIII=1 =III =I =I 11= I I= =1 I
=IIII II—II IIS„ — CLEAN COMPACTED _ _
0-Metal connectors to be provided by SIMPSON. Alternate connectors w/ equivalent or higher allowable loads may be used in lieu or IIII—III YPICAL FOOTING SAND FILL =I I TYPICAL FOOTING - SEE I/ST2 FOR
specified components. — — — _ (2r'4 CONT. - i-STORY — _ —
IIII=IIII=IIII= -III=IIII =II — I / T2 _ SIZE/REINFORCEMEN
E-All exterior walls to be sheathed with min. 1/16" O.S.B. with ad a 6" o.c. along panel edges, 12" o.c. in field (S" with partially enclosed — (2)05 OR (3)04 CONT.FOR — —i I I I IIII I I I=I - FOR SIZE/ —IIII— III III I I=
_ li1=111 II-IIII REINFORCEMENT I=II III =IIII
structures), except as noted on Structural plan. IIII= III— = i6' III 2-STORY —
IIII=
F Engineered componets (trusses, I-joist, etc.) shall be installed per manufacturers specifications < direction. - 1 STORY = �. — TYPICAL FOUNDATION
0-All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per HIB-91 spaced not more than 16 feet o.c. and 20 = ( I •, IIII— tuuuuu
2� Ii=III
not more than 4' from end of continuous lateral brace. IIII-- =1111—
=1111=
STEEL" INTERIOR 5EARINCz IIII= III—Illi= II = III=IIII=
A,Detail, fabricate, and erect steel according to AIS( iZ g 5TE WALL STEP DOWN 3 FOUND. AT S.0 .D. FOUND. AT 5,G.D. � �II
"Specification for the Design, Fabrication, and Erection of Structural Steel Buildings", 9th edition. 3 --li
IL Structural steel shall be: LL
Except as below ASTM 436
4" CONC SLAB W/ 6)(6X10/10 WWF „
Pipe ASTM A53, Type E or S,Gr. B OVER 6 MIL VAPOR BARRIER OVER HOLD HDR BLK UJ
Tube ASTM 4500 MARBLE SILL CLEAN, WELL COMPACTED, TERMITE TO OUTSIDE
C,All bolts shall be A301 unless noted otherwise. TREATED FILL 1 1/2"
D.All welding shall be by a certified welder. 1-1/2" TYP. SLAB LL
5" MAY VARY TILE HAND TOOL ALL CONTROL JOINT _
MASONS (SEE FOUNDATION TOOL I" DEEP WHILE CONCRETE 4" GONG SLAB W/ 6X&Xi0/10 WWF
PLAN) IS WORKABLE El OVER 6 MIL VAPOR BARRIER OVER
A,Concrete block shall have a minimum compressive strength, F'm of I5' psL Masonry shall be laid up using type 5 mortar only. CLEAN, WELL COMPACTED, TREATED FILL
Any masonry in contact with earth shall be grouted full. Grout shall have a minimum compressive strength of 3m0V pat. �---------- =1 I I 1=111 I=1 I =IIII=III ill p1YL//
86 All concrete masonry operations, shall be done in accordance with the provisions Of the latest applicable recommendations of the
-
ACI Manual of Standard Practice.
C.-Lap all vertical reinforcing a minimum of 20". � • • TYPICAL FOOTING - SEE 1/5T2
D Provide horizontal joint reinforcing at 16" o.c. vertically. Reinforcing wire shall conform to ASTM A82 and ASTM A161 TYPE 304. IIII IIII I =IIII=II =I I SIZE/REINFORCEME T
=1I I- III- II- !-
TYPICAL FOUNDATION I I � I I I I(=I I —
MIN.
SUNKEN 5HOWER DETAIL
13 9 CONTROL JOINT I III III I �
. 4 FOUND. AT DOOR SILL 4 FOUND. AT DOOR SILL
DRAUIN BAM,RUJ
CHECKED LAP
STANDARD FOUNDATION DETAILS SCALE NOTED
DATE 1/1-1/02
I" AiR SPACE JOB NO. STANDARD
7 !1104 x 2'-0" OVER
FLASHING MUST PASS THROUGH 80x8" CHASE IN TRUSS DETAILS
BRICK VENEER � A LEVEL BELOW F .
`�7'-`"-' CON(. BLOCK STEM
EXTEND FLASHING BELOW SHOE PLATE — —I _ • �• WALL.
SLOPE
i I — ;nnlr
EXTERIOR WALLS HAVE THE EXTERIOR METAL OR PLASTIC GROUT SOLID GRADE .. •.. .. `�`��
F O Ui I L./I �, Oi 1 Note SHEATHING FLUSH WITH THE FOUNDATION. (POLY)FLASHING -- --
�` �
AROUND PIPE '- �� . �� �. p., �i,��•�
PULL ALL INTERIOR WALL DIMENSIONS
GROUT SOLID `� ' • ��.......•.......
FROM OUTER EDGE SLAB. WEEP HOLES s 48" O/C — — 3� i
Wood
II I CLEAN COMPACTED _ AROUND PIPE , L
W o o d v e r t I C a l construction 3/4" (NOM.) STUCCO OVER LATH 4 PAPER SAND FILL � ;; /t �:t'�•
Z I I=1 =IIIIh.. �. -.:: -
8" MIN. - DEEPEN �— •'•' '
,shown atop Fo un l a t I Ori 1/4" GAP BETWEEN SHEATHING 4 CONCRETE � FOOTING 1, CHASE TYPICAL FOUNDATION iI I I- - TYPICAL FOOTING - SEE I/5T2
�^ - LOCATION AS REQ'D TO I-I FOR SIZE/REINFORCEME
t a I I CJ For l a r I tuwood, PROVIDE PROPER
eJ' = GRADE FOOTING DEPTH. —III—III—III—I �.% �J P ";e` 3+ •
-6TUCCO STOP `
C-MU/ is Or Other structura 1 ° UTILITY
� I— LIGHT COAT MASONRY "DRESSING" TO FILL FILL VOID BETWEEN ERIC CI-(ASE 5 GN,�SE �•�'-;,����,,,;,„"" ��}, � ���
BLOCK VOIDS AND/OR HONEYCOMBS VENEER 4 FOUNDATION Cj
ver t I ca I C O n S t r u C t I on WALL W/MORTAR OR
GROUT,FILL SOLID FROM
/� �` FOOTING TO UNDERSIDE OF
a C C e�t a b I e � S e e S T ] For FLASHING d Q � PLAN FOUND O U'�
speCi f`ics. is STUCCO DETAIL �� BRICK DETAIL MONOLITHIC FOUNDATION DETAILS STEM WALL FOUNDATION DETAILS SHEET
THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INTERCHANGEABLE WITH THE
STUCCO ADDENDUM 5Ri1-1 ADDENDUM STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS ST2
OF - SHEETS