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SCALE: 1/2" = 1'-0"
DOWEL ROD REPAIR NO iES:
IN THE EVENT STEEI_ HAS BEEN INADV RiENTLY OMIJIFD FROM DOWN POUR
LOCATIONS, DRIL_I. 5" INTO COHCREiE HO CLOSER THAII 3-3/4" FROM EDGES
AND 5" FROM ENDS OF CAP WALLS), EMOVE DUST PFR MFG.'S INSTRUCTIO11S
AND USE 2 PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE EIi1IER IiI1-11
C-100 OR SIMPSON EPDXY -TIE.
GENERAL MASONRY NOTES GENERAL FOUNDATION NOTES:
1. COiICREIE 1Q BE MIN 3 1/2" 1111 K OVER CLEAN, JEP1,.11IE TREATED,
1, MASONRY CONSiPUCiION SHALL CONFORM 1O SBCCI COMPACIED FILL AND 6 MIL POL*YF1lHYLENE VAPOR BARRIER.
LATEST EDITIOPI AND ACI-531-95 2. CONCRETE SLAB TO CONTAIN 6"x6 #10/#10 WWM, (MIN i" COV)
WI1 H '
+�• "��t.• 1 1. L._ '1' 1+..TI !/1 7♦.I
14 AISI SH REV DALE _ _DESCftIP110NDRYVPJ BY PF%ROYAL
A
2 0� 2�_2 REV 0 05JUN96 INITIAL RELEASE K WILSON
1 18DEC96 ADDED Vale TEr CLG, K WIL SON
DEL WINDOW IN LIVING
2 - 08OCT97 S?EC Tj C1nN1J
1
1 #5 REBAR BEYOND
j f CURB BEW)ND
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4" CONC I I I -I .. _ "i-
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3" MIN COV I t11-'� __--CONC FOOTING
8 BEYOND
FOO IE R 0 011130'
"SCALE: 10/2" -- I'-Q*' _.
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(245 CONT
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EXTERIOR STEP (BEIARiNG)
SCALE:
-II f 1 An
#5 CONT
&THICKENED EDGE
SCALE: 1/2" = 1'-0"
THE BUILDER SHALL VERIFY THAT THE FOUHDA110N
BEARING SOIL HAS A MINIMUM LOAD CARRYING
CAPACITY OF 2,000 POU11D:. PER SQUARE FOOT.
IF A LESS SOIL BEARNG Cn,PACITY EXISTS, OgTAIII
1ITE ENGINEER'S RESPONSE BEf ORE POURING FOUNDA 110N
FOOiINGS, AS rOLINDA110N REVISIONS WILL BE REQUIRED.
THE BUILDING OFFICIAL MAY DFiERMIiIF ON INSFECIION
TIIAi FOOTING EXCAVATIONS REVEAL SOUHU VIRGIN S011_
SIJITARLE FOR FOUNDATION FOOTINGS. HIS SIGN -OFF It,)
SUCH CASES WiLL BE ACCEPTABLE.
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GLASS DOM SEC H 14
N17►E:
A 1/2" DIA x4 1/2" I_G. MIiI.
WEDGE ANCHOR MAY BE
USED IN L.IFU OF 1/2' PIA
J-BOLTS. AtICHORS 10 ur
LOCATED NO CLOSER 1HAN
i.n" 10 EDGES AHD 6"
FROM CORNERS Ai4D ENDS.
MANOR
..., rs. DAYLOR MANOR
r'UU1�DA`I'11C�1 PLAN FIX
SPEC,
51�AtE: PLAN I .. _.SHEET 1/4„ 10 r
I.
2. CONCRETE BLOCKS TO CONFORM TO ASTM-C90 OR SYNTHETIC FIBER REINFORCEME T. ` 1)/"T,j���� A
I'rn =1500 Pci. ALLOWABLE TOLERANCE UNLESS NOTED
3. MORTAR SHALL COMPLY TO ASTM C-27p TYPE "M" o� "S" 3. CONCRETE SHALL HAVE A MIN SP CIFIED COMPRESSIVE SIRENGTH -AS FOLLOWS: r:T >'UN
OF NOT LESS THAN 2500 PSI fC_ iVILSON— Ii1_<<)C K
4. RE114FORCE WAILS CONFORMING TO ACT 530-95 AND AS 4. ALL 90' HOOKS ARE 10 BE EXIE ►DED 9" MIN BEYOND THE TURN. � f f+r_+ FY:
DOWN POUR i ��),(� j 1! VAI�IFS
SHOWN ON PLAN AND SECTIONS USING VERT. #5 IN FIELD BENDS ARE 10 BE D014E COLD AND THE DIAMEiF.R OF THE _ �____ U HERNANDEZ �.� l_
GROUiED CEI-I_S WITH PROPER DWLS AND CORNER BARS TABLE 0r CON IL IS
CONFORMING To ASTM A,615 BEND. MEASURED ON lIIE INSIDE F THE BAR, IS NOT TO BE LESS AiI'Y I1dE0RI�1A iiOiJ tll)1 COVERED I t Et' i If 'r" 11111S, F3! JILP111C, IS
THAN (6) BAR DIAMETERS. SHEET # DESCRIPTION WIIIiIN THIS DRAWING IS SI)E3,1ECT
5. YVfIERE SHOWN to ON SHEET A-1,COFlC. BLOCK TO BE __.___ _______�__.__---_-____..____ TO LOCAL CUBE REt�UIRF LILJ S C)F` Tt'tJEP IN nhr,t�RUnNCE
FILLED SOLID WITH GROUT fC =2500psi. MIN. 5. MINIMUM COVERAGE FOR REBAR STALL BE 3" ItJ FOOTERS AND 1 1/2" SI� FOUNDATION PLAN / DETAILS TFIIS bf?nWiNG SLII` RSE L)F S WI 11i �'11AP IF_1? 1?_05 OR 16 00
IN BOND BEAMS. HOOKS MAY BE .01AlEU HORIZQNALLY IF REQUIRED Al FLOOR PLAN/1111ERIOR DETAILS ALL. PREVIOUS ISSUES. Ct 1iIE SE3CCT 1 r)I7 i i,
10 ACHIEVE MIN COVERAGES. Al iPTIOtJS/UPgRADES (SALES ONLY)
NOTICE TO HOMEOWNER_:_
ITT FYTERIOR FLEVAIJONS OCT 17 19Si
CAL:'UI,A1'�N5 ARE A`�EO �N A F!1lLr C71+'1^SED
1411 ELECiRICAL PLAN BU'Lt 4'3 NT+CC'v' C t) T'.S, AUp L'TI'E.r (V
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S3 TRUSS DFTAILS 511€AiH!NC e+Tp+N� AIIY V(1HD cltZM.
REVISIONS
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------------
REVISIONS
REV
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_
APPROVAL
0
05JUN96
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K V01 SON
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ADDED VAIA IUn CLG,
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10 LOCAL CODE REQUIREMENTS
11115, I)FAWIIJC; SUPER WHIZ 'CHARIER 1205 QP 1606
ALL PPEVIOUS ISSUES. OF PIE
S3CCI FOR 110 MPH.
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PIPE AT HOSE BIB
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PANEL
REVISIONS
EV
DAIE_
DESCRIPTION
DRWN 0Y
APPROVAL
0
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INITIAL RELEASE
K WILSON
1
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K WILSON
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NOTE 10 BUILDER:
ALL PLUMBING WILL
COMPLY 10
1994
SBCCI PLUMBING
ODE.
ELECIRICAL E
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SWITCH Sj
SMOI;E DETECTOR
3-WAY SWITCH S3
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PHONE JACK
220 V OUTLET
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WALL MID LIGHT E{�-
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ALL PREVIOUS ISSUES. [HE SBCO FOR 1In m II.
1JOTI(T p) NrWEDWHER: --
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GENERAL NOTES
1. WIND 'VELOCITY - 110 mph.
Ik ROOF DL=17 PSF. LL=20 PSF.
2. CONTRACTOR IS RESPONSIBLE FOR LOCATING &
PROVIDING ALL TRUSS BRACING (TEMPORARY, LATERAL,
X-BRACING, ETC.) PER TRUSS PLATE INSTITUTE'S (TPI)
HIB-91 SUMMARY SHEET PROVIDFD WITH TRUSS SHIPPING
PACKAGE. SPACE COAST TRUSS INC. WILL NOT TAKE ANY
RESPONSIBILITY FOR TRUSSES NOT ERECTED IN ACCORDANCE
WITH SBCCI OR TPI (LATEST EDITION).
3. STRUCTURAL LUMBER EXPOSED TO THE WEATHER
OR IN CONTACT WITH CONCRETE OR STEEL SHALL BE
PRESSURE TREATED.
4. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED,
OR OTHERWISE REDUCED IN STRENGTH.
5. THE GENERAL CONTRACTOR SHALL COORDINATE
ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND
MECHANICAL WORK FOR ANCHORED, EMBEDDED, AND
SUPPORTED ITEMS, WHICH AFFECT STRUCTURAL
DRAWINGS AND NOTIFY ENGINEER OF ANY DISCREPANCIES
IMMEDIATELY AND PRIOR TO CONTINUATION OF WORK.
6. CONTRACTOR MAY SUBSTITUTE 7 16" APA RATED
STRUCTURAL 24/16 O.S.B. FOR 15/32" PLYWOOD C-D
SHOWN ON PLANS.
EHUH26 H E
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TRUSS TO TRUSS CONNECTIONS BY PLY OF
MANUFACTURER DIAGRAM PRODUCT CODE DESCRIPTION
1T
EHUH2SiA422-2
CC) Lp
@
CONNECTED TRUSS
SIGN LOAD LBS.
W FI A GIRDER TRUSS MAX UPLIFT
DIMETISION ��IN FASTENERS _F2500
Hua1Es
q
EHUH26_
-PLY ROOF HNGR.
1-5/8
5-1/4
3-1/2
20 16D(10)10DX1-1/2
2500
1210
HUGHES
L
SC 35X12
2-PLY-BEAM HNGR
3-5/8
11_1 4
t��deoLTs
(14)tOd _3_
--
1750
SHEATH AND NAIL PER
GENERAL NAILING SCHEDULE
(2x4) VERTICAL
TRANSITION
MEMBER
(2)10d COMM.
PER TRUSS
TYP. UNO
ANCHOR / CONNECTOR SCHEDULE CONNECTORS TO BE HUGHES OR iLQUIVALENT LEGEND
MANUFACTURER QTY. PART N0. ATTACHMENT CONNECTED ELEMENTS_ MAX. UPLIFT] X
HUGHES 1 TA18 7 1 Od TRUSS TO BOND BEAM 1169 L.BS —
INDICATES ENTIRE WALL
HUGHES 2 TA18 7-1 Od EA. TRUSS TO BOND BEAM 2338 LBS TO THE CORNERS.
X
INDICATES A SPECIFIC
TRUSS TO TOP PLATE/
LINTEL CONNECTION.
8d COMMON (2x4 GABL 8d COMMON 0 4" O.C.
4" O.C. X-BRACING 0 JOINTS AND EDGES
X
GABLE END TRUSS - - 81 COMMON 0
8 O.C. FIELD
VARIES COMMON TRUSS
TYP.
15/32 PLYWOOD OR 7/16 OSB, INDICATES ALL INCLUDED
8d COMMON NAILS (3) 16d NAILS P.
012" O.C. FIELD 4" o.C. TRUSS TO TOP PLATE/
JOINTS & EDGES LINTEL CONNECTION.
SIDING OR 7/8" STUCCO MIN. 1/2" GYP.BD. CEILING NAILED W/5d COOLER 0 7" O.C.
(REF. ELEV)
HEADER AND COLUMN BEYOND
(1) HCDP BY HUGHES EACH TRUSS
NAILED 8-8d EA.
1204 PORCH GABLE END
SCALE: 1/2" = V-0"
\-(2x4) SCISSOR (RUSSE
�j -- LATERAL BRACING
(2x4) LEDGER TO
RECEIVE BRACING
COMMON TRUSS
(2X4) CONT.
LATERAL BRACING
TRANSITION FROM COMMON
TRUSS TO SCISSOR TRUSS
SCALE: 3/4" = 1'-0"
PT 1x4 DOOR BUCK STRIPS
ANCH TO BLOCK W/ 1-3/8"
T NAILS, (2) ROWS 0 8" O.C.
DOORZSLIDING DOOR BUCK AN( HOR DETAIL
SCALE: 1/2" = 1'-0"
16" PT 2x8
8d C10MMON
® 12' O.C. IN
NAILS
FIELD.
8d Cr,OMMO
@ 6 O.C.
�1 NAILS
ON JOINTS
AND EDGES
L - 15/32" PLYWOOD C—D
or 7/16" APA RATED O.S.B,
TYPICAL NAILING SCHEDULE
•� I
FIBER GLASS SHINGL
= ANCH W/6 NAILS MIN. OVI
TIN -CAPPED 15 BUILDING
FELT ON ROOF1 /32" COX
OR 7/16 O.S.8
TRUSS ANCHOR
SEE ANCHOR SCHEDULE
8" U-SHAPE CONC. BLOCK
ALUM. OR VINYL VENTED SOFFIT
ALUM. DRIP OR VINYL
ALUM. FASCIA
OR VINYL
2x4 SUB -FASCIA SEE Elf
1 "X 2" P.T. WINDOW
BUCK STRIP ANCH TO BLOCK
W/ 1-3/8" T NAILS, 6" O.C.
#5 DWL "'10"
6" MIN EMB
AND 25" LAP TYP.
CLEANOUT OPENING 4"sq.
4"s.q. EACH GROUTED CELL
A, EL. t (0'-0")
A (1) #5 CONT. FOR TORSION SPRING
(AS REO'D) SEE ELEV
�_— -- — — --- --- --- ---- --- --- L—_J _ I
—
I (1) #5 CGNT.- PT 2x6x16' I
/2" DIA WEDGE ANCHOR ATTACHED WITH SHOT IN
1 3 1/2" EMBED. I CASE HARDENED NAILS
100co
I
CA N
PT
P?EACH END 8"-0" - I
d
I b I I
1/2" DIA. J-BOLT I
1 I FIR OUT WALL W/2" WASHER TYP. N I
FOR DRYWALL �1
ATTACHMENT. (1)#5 CONT.00
II N -(1)#5 CONT. N_OFE
II A 1/2" DIA x4 1/2" LG. MIN. _ II
WEDGE ANCHOR MAY BE �I
I� `{1 11 USED IN LIEU OF 1/2" DIA i II
II J-BOLTS. 4 II
I
FOOTING AS PER FOUNDATION PLAN GARAGE GOAL POST -
30
SCALE: 1/2" = 1'-O" #5 DWL W/ 25" 0/LAP
m
12
VAR. F ,
-- PRE-ENG. WOOD TRUSSES
SPACED 24" O.C.
--(1) #5 CONT.and #5 CORNER BAR
W/25" 'TYP. 0/LAPS and CONC.
FILL fc =2500 psi
-19 OR R-30
0 INSULATION OVER
8" U-SHAPE P.C. LINTEL BY MFR. AIR COND, SPACE
1/2' CEILNG BOARD
ij VERT W/6" MIN PROTRUDED INTO
TOP U-BLOCK BEYOND 1n
MORTAR TYP "M"or"S" 41
P.C. SILL BY
P.C. MFR.
ILGROUT FILL BEYOND
TYPICAL
w
o�
N
O
I'
L-
3 1/2" CONC. SLAB REINF
W WWF 6x6xW1.4xW1.4
0 Emil M.B. OVER
WELL COMPACTED SAIL
CONC. F'c =2500 psi.
0101D TYPICAL WALL SECTION
SCALE: 1 /2" = V-0"
SEE ELEV.
SEE ELEV.
SEE FLOORPLAN
FOR SIZE OF P(
REVISIONS
LEVIDATE DESCRIPTION DRWN BY
0 1170CT97 I SPEC RESIDENCE I S.PURKEY
TA18 BY HUGHES
LAPPED OVER
TRUSS ATTACHED
�— WITH (1)HCDP BY HUGHES
2X8 HEADER PITCH
END
,--�--7/16" OSB
'P. WALL
'OUND. PLAN
GABLE ENTRY DETAIL
0423 SCALE: 1/2" = 1'-0"—
NON-STRUCTURAL
HEADER
1818
(2)HUGHES RT181E
NAILED W/16-10d
HUGHES PA040
NAILED 12-16d
CONDITION /1: STRAP IS 0" TO
3/8' AWAY FROM EDGE OF TRUSS.
NO REPAIR NECESSARY ---TRUSS
BLOCK
STRAP
bRTI18 CONDITION /2: STRAP LS 3/8" TO1-1/2- AWAY FROM EDGE Or TRUSS.REPAIR: PLACE MAXIMUM 2X4 BLOCK
BETWEEN TRUSS AND STRAP, BEND OVER PER
DETAIL AND NAIL 7-10d.
CONDITION #'3: STRAP IS MORE TWW 1-1/2' AWAY FROM TRUSS.
REPAIR PER DETAIL USING HUSHES RT1818
ANCHORED TO WALL WITH (3) 1/4' X 2-1/4"
TAP -CONS AND NAILED TO TRUSS WITH
7-10d NAILS. MAX 1200/ UPLIFT
1/4" X 2-1/4- TAP --CONS '
STD. REPAIRS FOR STRAP MISALIGNMENT
N.ts,
APPLIES TO MULTIPLE AND CONSEIXITIVE TRUSSES. AND
MAY BE USED ON EITHER SIDE. OF WALL
—(2) 2X4 BLOCKING
RT1818 BY HUGHES
TRUSS
PRE ENGINEERED TRUSSES
1 HCDP BY HUGHES
EACH TRUSS
(2xl2) HEADER
1/2" GYPSUM —
BOARD CEILING
SIZE & REINFORCEMENT V
PORCH SECTION
0307 SCALE: 1/2" = 1'-0"
HUGHES SC 35x12 HANGER
FASTEN W/ 1/2" J-BOLT
OR WEDGIT
PPG COAST
g � <
rn
rn
TRUSS INC��
V
O
BAYLOR MANOR "D"
TRUSS LAYOUT
SPEC RESIDENCE
1 '" c 1 ' — PLAN III SHEET
/'4V PSL-1207 v
UNLESS NOTED
DRAWN BY: TYPE: REVISION:
tua4ltCHS �` BLOCK/8' PLATE
SHERRY STEVE
ANY INFORMATION NOT COVERED I CERTIFY THIS BUILDING IS
WITHIN THIS DRAWING IS SUBJECT
TO LOCAL CODE REQUIREMENTS DESIGNED IN ACCORDANCE
THIS DRAWING SUPERSEDES WITH CHAPTER 1205 OR 1606
ALL PREVIOUS ISSUES. OF TH SBCCI FOR 110 MPH.
Notice to homeowner: Calculations are ��17 �7
based on a fully enclosed building.
Windows, doors and other openings
must be covered with projectile
resistant sheathing during any wind storm.
BAYLOR MANOR
General lighting 3 watts X 1,415sq.ft.= 4,245
Two small appliance circuits @ 1,500 3,000
One laundry circuit @ 1,500 1,500
TOTAL GENERAL LIGHTING 8,745
First 3,000 @ 100% 3,000
8,745-3,000= 5,745 @ 35% 2,010
NET GENERAL LIGHTING 5,010
Range 8,000
Dryer 5,000
Water heater 4,500
Disposal 1,200
Dishwasher 1,200
Heater 5,000
Air conditioner 0
TOTAL 29,910
29,910 watts / 240 volts = 124 Amps