870 Camelia St DESIG=N CRITERIA AND LOADS
Building Code
2001 Florida Building Code
Code for Design Loads
AN51/A5CE 1-98
(19
33'-4" Roof Loading (Cdr 1.250 ((�
Top Chord Dead
10
er
13'-4" 4 BALLOON FRAME WALL Top Chord Live Load 20 par
Bottom Chord Dead Load 10 psf
Csw2 Bottom Chord Live Load 0 per Q
PORCHPoo- 1L
!2)2x6-1/1 gEat-1 Floor Loading (Cd= 1.00) O
-- -------------1 Tap Chord Dead Load 10 per
--------------1 L (2)1x12 Top Chord Live Load 40 per A
I I 1Bottom Chord Dead Load 5 per
11-
I ST- I (2)2xb-I/1 Bottom Chord Live Load 0 per 0
(2)2x12 0
1 I (212x6-1/2
000 Wind Loading (Cd= 1:60)
1 i 6 6 I KICK BRACE ASCE 1-98, Be Czuat 120 MPH C"I
ol
j IST ST- I N Exposure Category B 0 >Importance Factor I (P
! I Enclosed ,
L--------- ------- F (2)2x6-1R Interior Pressure Coeff 0.16
C4C Design Pressures (see table 1) 0 O
1 m
i I
, \
I j ��-pecial Floor (Game Room) Loading (Cd= 1.00) ti �J
Top Chord Dead Load 10 per = <t
ITop Chord Live Load 60 per QU
I Bottom Chord Dead Load 5 per
1 Bottom Chord Live Load 0 per
M i (2)2x6-I/2 Maximum Floor Truss Spacing 16" o�c. Q
1 ST- I 1 I TABLE 1 COMPONENT AND CLADDING > _j
1 I DESIGN PRESSURES
I zone 0
1 1 esignati Interior Zorle End zone �(
1 I I wi a,Fal,_ (p•r) (Par)-
-------
p•r) Q
ST-I c ,
0 - 20 sq.ft. 26 -28 26 -35
I ( (2)2x6-I/1 21 - b0 a . ft.
0 i Fl 9 25 -21 25 -32 W
`v
U 0
�y1 I al (2)2x6-1/1T 61 - 100 e .Ft. _
I 1 BiI T1�f `I 24 -26 24 29 Z
O 1
O ST-2 U N 0 101 - 200 sq.ft. 22 -24 22 -21
I I U
L --- ---------� 1
' 4 r
ST-
i I I I o c' 01 c
I I I I O r c
C v
00 °o
4 ( w m� opo, too
Y E
11 Z COO UV's • �`-~
ST
N ° ` a 0cd Ewe
1 I I ( 4 Z3 opo a•-v Qoc°�
I �, I I I ❑ � � e � mcvE `
00 :cw y . C y
ha ! 5T5- a I I I ZWtY O C�i � .E.- 2UYr
6-�-ov
Y
"
----Y!5T- -
� Ta0� 0
OX1: L-°--- --------- -) (2)2x6-i/2 u. co
a It ) Z ° r,- 01 .�---
c me r O
} _ &W �- i I LAID ZONE DESIGNATION Q o, E c m o' C
• I ' • li. Cl.� OpOi� y•� s' s' C
I I A (2)2x5 a ' 3-4 Q ' O �LE.. ovcCu°
t [ el
I I cC uo6u•201 c
12)2
L-------- ----� rJ x10-2/3 auCJ
1 t1 uovl- c � x ` u0Co
(2)2x8 Z ton r� oEO°-,o
4 11D V.777777777777777777=77771O r- a o CLI.-•D.D ��•0 c U
�t F-
va aY, d= oEo
. a c v e
Q OaC4Cil 0rMr-'0 U
V-1 1/2" I'l I I/
V-4" -0 12'-0" 9'-10" 11'-2"
5T-2 0 SET W. 5T
FRAMING PLAN
V
Q 5tructura
FOUNDATION PLAN 76AATC4115-ALL
TC35-ALL EXTERIOR WALLS(UNO)
Q Plans
INTERIOR WALLS (UNO) 0
JOB NO.: AT010a02
Q
12/3/01 10:20 AM concrete-note5.dwg Z WHIR- 5UN CITY
4-V } CONCfi�ETE NOTES
19/32" TI-Il VERTICAL SlDINCx FASTENED �
DIRECTLY TO EXTERIOR WALL FRAMING W/Sd COMMON IAT N0: _
PROVIDE 2x4 Noe sYP NAILS SPACED b" OG ON EDGE AND 12" OC IN 1. Concrete compressive strength for -1
(MIN.2)TTOISRAceWa L. FIELD !S AN ACCEPTABLE SUBSTITUTION FOR OSB footings= 2,500 psi at 28 day (UNO). Z _
2x4 No? 5YP 15LOCKNG Si•aOWN ON THE TYPICAL WALL SECTION FOR ALL 2. Concrete Compressive strength for slab = U SUBDIVISION:
-► BETWEEN TRUSSES. NAIL WALLS EXCEPT ON THE FRONT OF THE STRUCTURE. 2,500 psi at 28 days (UNO). W
18'MAX e"MIN 4. 4
BLOCK . All reinforcing bigger Steel "3 and bi er sha II X
•" i -T • BLOCKING AT EACH END TO 3TRUSS TOP CHORD W/(3)
�I 6x6-W4 x WL4IWFTT 10d TOE+NAIL$. FASTEN be ASTM A(o 15 grade 40 deformed bars W
FLOOR PIAN: 12 32
I2"MINI WATERPROOF BARRIER
KICK-BRACE TO BLOCKING
WATERPROOF
i • IR'
• w �
W/f
a"
(UNO).
CONT FOR b-12"UNDER 15TORT WALL • - -s 4' 3 T . Q s
4. All reinforcing steel shall have SO de ree X DESIGNED: MDA
• b"OPT.EXTENSION b (3JV CONT FOR b•Ib'UNDER 2 STORY UA4LL bxb WL4 x WL4 WIF
IN BRICK LOCATIONS (3Jb CONT FOR b•2a7'iNDER 3 STORY WALL bend at corners with a 25" lap. Q
ON FND PLAN If ground adjacent to 3'slopes clown and away From structure steeper WATERPROOF BARRIE 8' 8" 4
"0005. Fibermesh is an acceptable alternative and -'
tFan 1'-0"vertically per •D"horizontally,contractor hes two cholas, � p
L Prior to comtruction,seek guidance or EOR to prevent erosion or soil Shall I I not require ire UAUF.
z. u.e stemwau rooting CURB STEP SECTION 4 GI ) [ ®; WVC
NOTESTRUSSES a 24" O.C. ,p V 6. Masonry stemwall and monolithic Footing
MONOLITHIC FOOTING SECTION - I - (RiMiNG PERPENDICULAR I EACH p
1.FOR STRUCTURAL DETAILS, SEE TO WALL) �+ N F ICE i are interchangeable. W
APEX TECHNOLOGY DETAIL SHEETS KICKS E TO
� 1. Earth fill supporting slabs on grade shall � REv151o1dS DATE
TWREAD D RODrEMBE REa 2•IF HEADER NOT SPECIFIED, DBL TOPILATE _R 01
192 be free of organic material and Cohesive O
1. CONTACT ENGINEER OF RECORD W/(3)10d IVE-NAILS. soils. Compact the rill in 12 l i Fts to at least t
614EARUTALL ENDS- 12•
OTHERS AS NOTED ON DETAILS
alReEe. 04 VERT.•46•oc. b" 3. � INTERIOR BEARING WALL � 9 qo of Modified Proctor Maximum pry Q
UP To b c
°"cMu r-BLocK wru s coNT ""'"BEND eoTTOM b®•oc 8. SteDensitmwa I Is over 4 courses tall I reqnuire Z
1 TO 12 0XRSE5.•4 VERT•8'O.C.C VERT.REINFORC HENT TO HAVE I2' 1 4 -t
1 TO 0 COURSES; 44 VERT.w 24" 4. 12' PLATE HEIGHT FRAMED WITH 2x6
6TEM11ALL6 OVER b COURSES TO NAVE BEND s TOP AND 9"BEND•BOTTOM VARIES SPF STUDS i 16" OG(UNO)
Special attention to bracing during _O
TRUSS TYPE WORIZ JOINT REINF BETUEEN 8`MN - -- - 4'
EVERT YPERCOUR.9E 6x&-UA • --r 5. Il PLATE NEIGNT FRAMED WITH 2x4 NO.2 construction. Contact engineer of record if
FN19H 8'MN _--- -Z" WN
\i • bxb-W.4 x WL4 WtF SPF STUDS * 12" Or- CUNO) KICK 15RACE DET I 1 tj
GRADE L- LLl4TERPR00FBARRIER 6. 10' PLATE HEIGHT FRAMED WITH 2x4 this condition exists. •
9. To control cracking in the slab, cut I LL
rAST-ASTACE FmTxar SPECS SPF STUDS 8 12 OG(UNO)
�( 1-STORY.8"x I6'W02)s4 cow. i"OPT.EXTENSION b (2!V CONT FOR b-r1"INDER I STORY WALL
dee saw cuts in a 10' x 10' rid throughout Q
NOTE, ra 2-STORY, I®"x 20•tW(3)'4 0R(2) BRICK �TIS (3.04 CONT FOR b-16'LNDER 2 STORY WALL the Slab within 12 hours of concrete g
3-STORri 12"x 24"W/(3l'4 OR(2)■b
SPECIAL CARE SHOULD eE I LEGEND
D
EXERCISED BY CONTRACTOR WHEN I r-
placement.
BACK FILLING 15EWND A STEMWALL, ` \ . FOOTNG TO BEAR ON GARAGE EXT WALL CURB SECTION 5 �1�1� INTERIOR BEARNG WALL '
PARTICULARLY WaEN IT 15 OVER 4 FIM LNDISTUR15ED 801E 10. Do not scale footing dimensions and
COURSES NIGH. SHOULD TI-116
N LAN L<<NiNr vtRflG.tl DAM,Cq(IRAGTp!FIAT
elOr,,,.�W*AN OR9«.T•WTMo'1P,��►A* I locations from the Foundation Pian. Do not
corn�IT1oN ExIST,RECOFf FENDATIGNS 4"OPT BRICK LEDGE NOTED ON F,ND PLAN 4s•aCF4*ecTron P"M AW-,+oRAea _ - (2)2x6-Id -HEADER/ISEAr1 CALL-OUT � determine footing location From architectural
O
MAY BE OBTAINED FROM TWE NUMBER OF KAJCs STUDS EACH SIDE OF OPENING
ENGINEER OF RECORD. WIDER OF JACK 8TUD8 EACH BIDE OF OPENING Z
CMU STEMWALL SECTION 2 SIZE OF WEADER MATERIAL(140.2 5YP) plans or Framing Plan. IF footing size or =
- - RrIBER of PLIES N HEADER ou7 E A location is not determinate from use of W _
Foundation Plan alone, contact the engineer X
O -SPECIAL UPLIFT CONNECTION ALL SEE DETAIL (
1- gla4n45200
CORRESPONDING TO HUMERI. X
(2I'4 CONTINUOUS Sllr -614EARWALL SEGMENT-PROVISIONS OF SHEARWALL A6SEMBLY of record. III
(2^4 CONTINUOUS b` DETAIL GOVE1e•L ll. Simpson Strong-Tie Acrylic Tie (REPORT Q
-A .- -_ --1. ATG s• -ATC DESIGNATION PER sPECIFICATwN ER-5-191) shall be used in all drilled and
2-48sEPTBLY DESK�IlATION STRI.ICTURAL KEYNOTES: FASTEN hEMBER TO HEADER FASTEN MEMBER TO HEADER 36"5Qx20" DEEP FTG W/ NO2 5YP BEARING BLOCK 5YP SEARING BLOCK
\ \/lz •• T---- �•
A-WALL MUST BE SHEATHED 0 inb'058. FASTEN OSB OR BEAM WMT530 W/(20)led Q OR BEAM W/(3JHTS30 W/(20) Q C4p4 EW Q FASTENED T1iU55 W/12d Q F TENED T�W/12ci epoxied connections to concrete. Anchor
- -- - 4• TO TOP PLATE W/Ld a 3.0:x. S"xb" DEEP THICKENED EDGE p
• .• • - e. OR EQUAL C01N�GTOR 10d EACH OR EQUAL Coi•1.1oN HAILS. USE (21 NILS. USE l2) bolt, threaded or doweled reinforcing Steel
WATERPROOF CARRIERS bxb-W14 x WL4 WI.F bxb UA4 x=UN.4 - 6.61-MATHING RE."URED As SPECIFIED IN OTHER DETAIL6. Q W/(IJ"4 CONT APPROVED BY EOR RATED CONNECTOR APPfZOvED BY R UJS • 3" OC.FOR 2x4 • 3•OC.FOR 2x4 g��, � 8•��" �4, DBL TOP PLATES FASTENED TO EACH OTHER UY(2)ROUl6 FOR 1,4504 UPLIFT(Cd-Ib0) EOR RATED FOR 4,355 Q 4$"`��4" DEEP FTG W/ BLOCK OR(3J ROWS a 3" 15 K OF(1)ROWS a 31• must be embedded to the specified depth,
10d a 3"OAC. SPL ICER IN 2nd TOP PLATE MAT BE (51'4 EW, T113 p
LAPPED W10)MSTA24 1W(12)lOd EACH,1!•_ESS SPLICE 12" DEEP FTG W/04 s 12" UPLIFT(Cd-Ib01 1 OG.FOR 2x6 DLOCIC O .FOR 2 6 BLOCMC „
OGC14E9 AT ATC. �EW UNDER BOX COLUMN FASTEN MEMBER TO HEADER " " in a hole drilled l/16 greater than the
E OR BEAM W((2)1NTS30 W/(20) 24 SGbt20 DEEP FTG W1
Of
BEARING U1.ALL FOOTING SECTION 3 BEARING CURB STEP SECTION (p SPACING OF ATC N FEET Q (3)'4 EW 1/2" ALL-THREAp DRILLED diameter of the anchor. Manufacturer s
10d EACH OR EQUAL A 1 EPDXIED W/A SQUARE TOP PLATE 6PLICF-5 TO BE
- - Ib"SQx12" DEEP FTG W/ CONNECTORAPPROvEPBY „ Q BRIDGEDW/(2)MSTA24W/CIS) specifications must be followed for proper WARREN V. CARRIGAN III
0 - ATC LOCATOR Q EOR RATED FOR 2,900e WASHER MIN.b EMBEDMENT 10d COMMON EACH,(U
G !3J'4 EW (4)04 E 20" DEEP FTG W/ REQUIRED a EACH ENO insta Ila tIon. P.E. No. 48803
vv0z 3:21 PM eonerots-aeetionsdwg UPLIFT(Cd-1.60) Q (4JR4 EW OF OPENING STRAP EACH FACE OF WALL M,■KdaWK Ap, T,d,,,WWA1 o'tn AM,ec 02/16/02
CPk
M02 SYP DOUBLE
TOP PLATE
(2)SPI-1416 W/(10)
1/16" OSB ROOT°DECK NAIL b" O.0 IOd x [-It"
ON EDGES, 12" O.C.IN FIELD (UNO)
WITH 8d COMMONS.
TRUSS TO TOP PLATE NO2 SYP DOUBLE
l/Ib" OSB ROOF DECK NAIL 6" O.0 - TRUSS TO TOP PLATE (V
ON EDGES, 12" O.C. IN FIELD (UNO) UPLIFT I:d UPL RECTI TOP PLATE m
WITH 8d COMMONS. V-31"MAX
<800 Ib. (CJI-IB lU/(i®)10d + <80m ib. (UN8 W/11011md .
(2.H0d TOE-NAIL -ENGNEERE l2JI0d TOE-NAILS
ROOF TFM"
TRU5S TO TOP PLATE <1160 Ib. (I A-46 W/(lOrOd < RS OR <IWO vo.1fl"WKIO)wd UN25 W/10)84 4
I TRU55 TO TOP PLATE (1)425 W/00)8d Q
UPLIFT CONNECTION �IpLIFT GONNEGTION -14W 1b. (2AN8 WRIVAOd
-1490 Ib. (2 A40 W/ll0)Imd n
INSTALL 7x4 SPF
ROOF TRUSS OR �- O
:415 ib. !1)142.5 W/(10)Sd GONTRNKJOUS IN FIRST
PRE-ENGINEERED STUDS, BLOCK
-415 Ib. (1)142.5 W/ll0)8d RAFTERS ATC
*' s PLAN AND ATC (2>SPH41�d/6 WI(0)
<800 Ib. lIA48 W/(10A0d + x TWO STUD SPACES
-800 Ib.
(I)H5 W/(10)i0d + 12ACd TOE-NAILS SPEC FOR INSTALLATION FASTEN 050 To
DOUBLE 2x4 H02 SYP TOP COMMON - 3.OG. 0
(2110d TOE-NAILS NOTES. BLOC1CtNt�WITH 8d �-
PLATE FASTENED W/l1)ROWS lid $
I6" oz.STAGGERED(UNO).MIN
24" LAP WITH(12ACd iii LAP. LuLu
ATG 0 4'-0" O.C. SEE FRAMING
AND ATC SPEC FOR AN
INSTALLATION NOTES.
DOUBLE 2x4 1402 SYP TOP PLATE 1/16"050 OvII:R 2x4 SPF STUDS
FASTENED W/(2) ROWS 10di6" O.C. o 16"Orc.FASTEN OSB W/8d ATG * 5'OA_.- 5EE
STAGGERED (11140)• MIN 24" LAP 6" O.C.ON EDGE.:,12" O.C.IN FIELD. FRAMNG PLAN AND ATC
SPEC FOR INSTALLATION O
WITH (12)10d IN LAP. NOTES. `^
2x4 SPF STUDS AT 16"OG.
FASTEN STUD TOGETHER N
WITH liA ROW IQDd AT 4"OG. EYl
/Z
J U
z
x/16" OSB OVER 2x4 SPF STUDS ATG 6'-0" OC. 5EE FRAMING AND U
I6" O.C. FASTEN 055 W/8d 6" ATG SPEC FOR INSTALLATION NOTES. d
i D.C. ON EDGES, 12" O.C. IN FIELD. EXCEPTION: WALLS WITH JACKS T
AND SHORTER MAY USE ATC • 8'0" LU
O.G. AND lie" ANCHOR BOLT W/ I-112" 2x4 5PF 5TUD5 AT I6 O.G.
ROUND WASHER AND NUT MIDWAY 2x4 NO2 STP FIT BOTTOM PLATE 2x4 402 SYP PT BOTTOM PLATE
BETWEEN EACH ATC. �� l
J 12ATG GNANCx IN AT N IC�NT --r
FINISH 8"MM 4 4• 5/18/01 4:54 PM ATC-PLATE-C4ANGEcJwg O
IGRADEyr-�r-rr
'?, l2rMl •� / bxb - WIAxWL4 WILF Q
WATERPROOF BARRIER
I
FOOTING TO BEAR ON
2x4 NO2 SYP PT BOTTOM PLATE 2x4 NO2 5YP PT BOTTOM PLATE FIRM LINDISTURBED SOIL Q
LU
NOTE MASONRY STEMWALL MAY 15E USED IN LIEU OF MONOLITHIC FOOTING. SEE TYPICAL
" CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONS AND FOOTINGS.
FINISH 8:: MIN 4:: 4 -ATC'6
O
GRADE 'a �\ --T IF OPENING FALLS BETWEEN SPECIFIED ATC
\ , d SPACING,NO ADDITIONAL HARDWARE 15 U
6x6 - WI.4xUJIA UAI REG7JIRED AT THE CRIPPLES,KRJGS,HEADER
\12"MI �\ \ .Q
/ / AND TOP PLATE. -�
WATERPROOF BARRIER 0A5/15
G NIC�N u (FT CA ACITY A GTOTIQUSS TO TOP PLATE /01 4:54 PM ATC-NIGH-TYP-WALLrbq
FOOTING TO BEAR ON IJei.JEI CONNECTI FLM MR�A Wb���A r
FIRM UNDISTURBED SOUL TRUSS TO STUD GROUP W/(2)LGT2 .�
-415 Ib. (1)1-125 WKIV)" W/(2&Abd SINKERS OR(3 NTS30
W/(20AVa FOR(1)PLY TRUSSES WITH
<800 Ib. (1)148 W/(10)10d . LGT2,FASTEN 48'LONG 2x4 NO 2 SYP ATC- SEE SPED ON 0 r 0 o+5.
NOTES:MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. SEE TYPICAL (2)10d TOENAILS " SCAB TO(I)FACE OF BOTTOM CHORD FRAMING PLAN FOR O C e c u
CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONS AND FOOTINGS. c SF'N4/b uu11m11md x 1-iy' AT 32 OC. WITH(1)ROW OF 12d AT 3" OG. MAX 3"- EDGE OF WASHER INSTALLATION NOTES Z ai 3 i c ;
1 cn =� c u' o c p
k GARAGE DOOR HEADER TO FADE OF STUD.
(SIZE AND PLIES PER
0,00 p
M
CALLOUT ON FRAMING PLV LLI u 0 0 = 0 0
ATC- SEE SPEC ON CRIPPLE AND KING STUDS. Z c "-
3 KING STUDS EACH 51DE WHEN FRAMING 1'LMI FOR I CY)ANTITY PER CALLOUT ON cl)
USING 2xb FRAMING,4 KING STUDS u 0 D v v E c
EXTRA SPF STUD GROUP INSTALLATION NOTES FRAMING PLAN. (b)I6d BETIEEN NOTE: PROPET BY RATED�oPEN o u a 0 0 0
FRAMINGEACH !FASTEN ADJACENT E WHEN USM 2x4 NO7E8s BOT PLATE - PT NO.2 SYP � 0.2 c v m O
TOP PLATE a NO2 5YP CENTERED RIDER TRUSS ADJACENT CRIPPLES AND KINGS. MAY BE SUl36TITUTED m O r
INDICATED ON FRAMI1NCs 1402 5YP FOR HEADER SPECIFIED `�c D '� O m v E •-
j ATC TYPICAL WALL SECTION
I STUDS W/f2)ROWS 10d COMT10N STUDS - SPF FLAN NO.OF STUDS DBL TOP PL M THESE PLANS u mac- ^ O
I y 5/18/01 4:55 PM ATG-TYP-WALL dwg NAILS a 8"OCG.STAGGERED. MONO FOOTING SHOWN MAY BE EQUAL- TO NO.OF PLIES N I I E-
3'
m
REPLACED WITH STEMWALL TRUSS(MIN 2 STUDS). 3" 5Q x 'i4" THICK ? c o x c o c g `c
I TO EACH OTHER WITH @d ° c avi �'"' O
SECTION 2. FASTEN ADJACENT STUDS WASHER REQUIRED IN
FASTEN 1/16" 055 TO EXTERIOR MSTA24 WITH CI8>IOd: AT 8" OG. TN15 A ICATtON Lu o � n m u E
- - OF RETURNS AND A60vE DOOR MST 2 EACH ISA x Q v x o v CL Q x-5 u
• AT 3"Ori.ON UG GE"B'OAM 67F HEADER) SPF -m E >.c 003-
u O 3•-
II !l1l111 IN WELD, _ o� O c
_STUDS Q c a�,a o r u
�16"O G O:p
f O o .. o
O n c
1 ATC WASHER EDGE WITHIN 3" OF O c o c E L c v "
FACE OF CORKER STUD. J rn 0 O ,_c u
o ` �
1 ` ATC- SEE SPEC ON j U v c °Y u c E. ai c
j SEE FRAMING AND ATG SPEC FRAMING PLAN FOR v o x w o n E E°0
INSTALLATION NOTES Z
2 CRIPPLES FOR NSTALLATION NOTES. a v °' `o u
EACH SIDE _O o c E o
ATG WASHER EDGE WITHIN 3" OF H r O T .°-;t o `
FADE OF CORNER STUD.
OPENING OvE 61-0" FOOTING(SEE TYPICAL
SEE FRAMING AND ATC SPEC RECYIIRE l _ WALL SECTION) O
(2BIJIbd SINKERS WHEN RETURN IS T M SPAN SFIEET�: 2
FOR INSTALLATION NOTES. 5714014 (TYP 2 PLACES) BOLT W/4 DMENT IL
NAILING NOT RECiUiRED IJEADER DEPT+AND NU'bER 511NIGLE SE FETED ! O
ON NARROW FACE of PLIES PER FRAMING PLA. (3flAbd SINKERS U4 EN
OF BEAMG WEAVER MATERIAL NO2 GYP(UNOI DCUME SHRETURN IbEETED U
FINISH Q� Structurd I
GRADE GARAGE SLAGFNISW+
GRAVEBeta i Is
• .� � . � a -------�------- ------- a---- a
INTO30 dV(20AIOd ° �
' . / CONCRETE FOOTING(SEE FOUNDATION ICA ATG N A A I G DETAIL U-
JOB No.: AT010802
{ I FROM BEAM TO COLUMN ilw/A
AND FRAMING PLAN FOR TYPICAL DIMENSOINS) 03/16/013:21 PM TYP-ATG-NEADERdwgTC 14 1 OIN OA CONN CTION TAI z BUILDER: SUN CITY
` \ 6/11101 8:36 AM ATC-POINT-LOAt drug
TRUSS TO TOP PLATE 1 IDT NO.:
PLAN VIEW AT CORNER
UP1JE2 GO[NrECTION 1/16" 0515 FASTENED TO O
AT F C NT ENTRY GARAGE DOOR OPENING DETAIL TRUSS TO STUD GROUP V LGT2 SW FRAMING WLTH edcol"irtolN9 AT 3" Z
<4B Ib. (I>iN25 W/l10)Bd W/120110d8FORgi1 PL TRUSSES WITH
" !,} -
JI8/01 4:54 PM ATG-FRONT-GARAGEs�wg OG.ON EDGE,b OZ. IN FIELD. = SUBDIVI�ON:
-800 lb. (IA48 W/(IVAVd • LGT2,FASTEN 48" LONG 2x4 NO 2 SYP
(2AOd TOE-NAILS SCAB TO(1)FACE OF BOTTOM CHORD 0'-3"MAX 0�3 MAX y F_
0515
WITH(1)ROW OF 12d AT 3"O.C. MAX 3"- EDGE OF WASHER I
u1 FIAOR PIAN: 12-32
I
-1160 Ib. (1x28 W/f 10AD I t FASTENED a31Or-CN EIix.EiA"0G. 2x4 SYP OUTR65ER INM TO FAGS OF STUB X
(11425 W/(10JI0d N FIELD IIATN Sd AT 24"ON CENTER IL-
C-IP TO GABLE TOP NOZ SYP
1/Ib' OSB Q
CWIow daTWl NG wXiv Ira DBL TOP PL , Q DESIGN®: M D A
T
4
BLOCK GWEETNG DOUBLE STUD EAGN ATC- SEE SPEC ON
E06"114TWIN 4'
OF C-AOI E TAl)B6
i HEADER 61ZE,AND NU"DER Q PLIE9
EXTRA SPF STUD GROUP FRAMING PLAN FOR
F FRAMIG.PLANi � INCs REVIEIIED: WVCS. CENTERED UNDER TRUSS END OF SFEARLl1ALL INSTALLATION NOTES
BEAM TO COLD WEA
K 14TS30 W/ GL INDICATED ON FRAM
f?OUOd PLAN.NO.OF STDs
ypEpl EQUAL TO NO.OF PLIES IN
RU58
OmoaaRG T (MIN 2 STUDS). HEADER KING 5=6 MAY SERvE
GABLE TOP LLI REVISIGJS DATE
FASTEN ADJACENT STUDS AS DOUBLE STUDS AT THE ENDS OF
EACH OTHER WITH 12d
IFU
SNEARWALLS.
(2U"bTA24 tlYlbJlOd CWiORV TO EAO
PRM BEAM TO COLUMN- AT 8' OZ.
(U EACH GIDE OF COLUML � ATG- 5E SPECON lU
GABLE vERCM AG s 16L-BRACE ON p C NHil H SRTA LAT Na:9 �„ Q
SPECIFIED BY TRLI56 I Z
nAN,FACTLIRaER. N
ATG- SEE SPEC ON O
PT NOF SYP 4x4 POST NRAMING T FOR MIN(TY2 ALL) I-
(tNo ON FRAMRIKa PLANT. MIN 2x4 1-
TR)GG V
PT NO2 GYP 4x4 POST
(UNO CN FQAllm PLANA (�
NO2
PT l�
P06T TO SLAB CONNECTION CLIP ETD OF SYP BO V t
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WARREN V. CARRIGAN III
P.E. No. 48803
02/1 6/oZ