1590 Maritime Oak Drive New Home Plans 54-11-00
J"'
Rid
12-00-00 19-05-00 23-06-00
T26
——————————— —---—————————————--
2-00-00 Floor Truss Connector—List
-Manuf Product Qty BCS
I B T27
2-0o-00 UILDING COMPONENT SUPPLY, INC.
USP MSH422 I
)-oo USP THD26 2 4627 JP HALL BLVD. SUITE 208
OFFICE COPY T27 USP THD48 12 GREEN COVE SPRINGS, F-L 32043
2-00-00 USP THD26-2 1 0: 904.297.9390
USP THDH26-2 1
)-00 F: 904.521 406
8 2-D
Roof Truss Connector List
BEARINs HEIGHTS
2-00-00 Manuf Product Qty
USP JUS24 8
34-03-00 1 1, 2-0. USP THD26 16
1 B
L 9
L L ML. L L
11 T27 2-01-010 —9
T27
6 1 :Ell J
�F-1-0!-00
T. Fol F77-/;] 1 0'- 1 1 /8"
1� 2-00-00
q
1-01-00 F03 0
'' 1 2'- 1 1 /B"
T23
T35
2-00-GO I-DI-00 F03
THi—
TH—
T53 F03
12!1 2-00-00 T-22 o2
2-0&-00 !: - i, 20' 7
TH.2.
2-00-M F03 121
T52 1�
'I- 2-01 R00
2-00-00 '7 6-00-00 9
TH026
W , EJ06 _0 F03 T20
T51 2-01
2-0( 2-00-00
THi <
T50 —EJO6 2-00-00 F03 T19
loo-oo
2-00-00 THIS IS A TRUSS PLACEMENT
z TH—
—EJO6 2-00-00 F03
T49 2_0()_Oo T19 -07-Go DIAGRAM ONLY.
These trusses are designed as
T48 — 2- FC13 T18 2-0-00 individual building components to be
2-00-00 10'CE LING A
incorporated into the building design at
R W T16
T47 2-0-00
2-1-00
2-00-00 TH— the specification of the building
T16 designer.See individual design sheets
—EJW 2-00-010 F03
10'CEILING 2-0-00
TH— JUS24 --- for each truss design identified on the
T46
9 11-10- placement drawing.The building
2-()0-oo F03 2-0"0
2-00-00 TCEILING Z5 C? designer is responsible for temporary
14 C� 1� C�
TH— T16
T4 '=EJ 2-00-00 F03 2-o('�-oo
5 2-0o-00 and permanent bracing of the roof and
IF T16 floor system and for the overall
T44 (D 2-00-00
2-00-00 structure.The design of the truss
2-0000
F04 T16 support structure including headers,
T43 0 2 j=4 \ -
1 -00-00 TO
2-0" T16 beams,walls,and columns is the
17 RU4 I / , / u 0 IF responsibility of the building designer.
T42 2a)-00
2-0
12'C ILING For general guidance regarding
F06 0
bracing,consult"Bracing of Wood
2-0 0 J-22 Z� 2-a
Trusses"available from the Truss Plate
F07 V06
T37 1 2-00-00
2 Institute,583 D'Onifrio Drive; Madison,
3-08-08 WI 53179.
F08
T36
2-100-00 d'117/7/— ATTENTION.
F08
9-CEILING
Ni i Refer to truss layout and engineering
I
2-00-G0 J-11 documents that arrive with delivered
T34 9 field trusses.
6 ] 9 1 8 � � 1 1.
2-00-00 Unless noted otherwise,all beams are
C6�
d 6 a 6i 6 5
m - — A �? 1 1?
)-oo by others.
REVIS113N DATE
STORY
T30 q FOYER
\�J21 CHECKED BY 00/00/15
'o'
TH.2.
E J"'
JU
—N
77/777/11
'�-oo 4V.4
2-0( TWO
T30
2-0"0 k�
T2 TOLL
9 0 �: � �
-01-00 CLIENT
2
BROTHERS
VIP
T29
2-01)-00
T02 8 ATLANTIC BEACH
GEB01 GABLE SUBDIVISION
T01 Vol 11 -- — AMBASSADOR
T01
T28 2-0 1 WO 1-06-00 1 1 1-0-o SAN
2-10-12 MODEL
4�wi . .---I.----I TROPEZ
4�05-00
13-05-0 11-00-00 5-0 0
9
1- -11-00 ELEVATION COASTAL
34-03-00 1 00-00 14-05-00 9-07-00 19
54-11-W DRAW. BY
LOT # RAS
DATE
SECOND FLOOR LAYOIJT FIRST FLOOR LAYOUT 02/10/2017
SCALE: 1 /4" = 1 '011 SCALE: 1 /4" = 1 '011 137 REF#
12056
z
z
UJ T z
Lo 0 9 9 919 0 U-
F= ci -H
uj F= U- (n T H -H -H -H co
(n En z It < 0 V) a) V, Cc) 00 o
(n ui d Ci 0 z Lo
V) V) .3j z
8mino v e8no V) —1- -H — Lu
3.L380NOO 0
0
13-INI 28 10 z <Z -H 44 'o 0 H 1, -1 0 U.
(13SOdO8d CL LLJ 0 C-4 K< Gi co En 0
03SOdMd Li to it a ix 0
XIVM301! -i uj to 0 ,� Lu z Li 0
V) -j x -i LLJ 0 Q- 2
313NONO3 i, <=) z y L� V)z LLJ 00
03SU08� (n 0 C.) Z oc LLJ
LLI -16 w
< w <
Ljj�j Lu E m < Ld
-J,Z Z LJ
n n b<<
-1 2 ��;E 6 5! �0
MV)Zo -j �- 0 0
iN3Vq3S' b z Ect, ck:
<
LLI w 0 w
w < = a
v3r 9,L <
Z 0 X
z < ro V)
0 V)LLJ Cr W w z In
ZYO ZO Li 0
z
(n t:c 0;� _;r -, 2 -J Q
0 0
Z�
L'j
LLJ
W
Z
L
1131,6-ul,
a:
< V) 0 z
W,z > W
w < > LVU)
>w 0
w 0 w
z LLJ>w LLj W W (L
w <
Cb) LJ LJ>- V) a�US
5< -0 z Mwe
<
w, r- 0 ::s Li LLJ Z
Lo 75LU ui 3::m W-aw LL CL
Q) t Q, 0 x T z
:2 L4
En 0
z uj > 0 V)
V)
k" w F- Lj 0
LU
0 0 x o- z 0 00 z W,
f�, CC L7", X 21
w LLJ
V)
<
V)
Li (L z :5 -.4
21), 44,"'119 Lm,o :*c;-1 w
K SN LLJ Ix
0- F6 < Q:
�j Q
Z!� zio
m
z W
I-- 'C14 C) W 0
LL, cl� w
0
M
L)
Q) V) cy;
Cc
0) 0 0 D
cr N
x 0 o
�OQ- L9 0 n.:w
z
CL LU ro� 1), oe C-4 d C6 00 0 z
0 t3
co U-) 0) 0
CO C6 ZZ
0 c) C, 'ej. -6
1�1- ly 00 @
0, LC
LL 1(-- 00. CKC)" 16
00-00. 6,9 Qo,
cf) t" (3 1� k S ;: X A 0.
1�- N 61 �P, 1�1 ,I �� r I
Lij 0 C-) (n L) Ix < < a.W
V) Lo
0) CD
Cc) w 0
'o m
V� 0
�Slo Q�� 170
ILL. C14
LL Q)
"Z� 00. z 0
r U)0 1 M 00
m
a. U) EI)
z< w
0 x
f4)
0) 10 0 Ld V) 0 0
LLJ
c6 'R c5
tr) < CL
0, C) Z Lu
F- Z
F- -'t 0 z
LLI a- 01:
0— m 0 V)
Z Vi
w <
m w
z
LLJ LLI
0 =0
M iL F-
--—————— —————
0, V)
En -i
0 (n -J,LLI
z Ld < z ot - m
<
C�
=< 0
F:
CQ
0-n ED
3-.ZZ,Z2.00N V)w 6
io-l'�o 8-313rQ13d ONnONY 1 gm PHID
30N33 111S 3CLAONd LJ LLJ
Q) Gi a: LL-Lij w V)
WR - 6
W, V) Z Z,
L)
0 .00 m im o
Lj UMS�
w vi 0
w 2 We _1,,5.0
(n (ji
3 S �j n.o o j 1 0 0 w Ld 0 0 ZD
If v) (r LXLJ Z<Lf) U- mill 11 11111 IN I
V)uj < W�- L� . . .
> o 2
Lj _j
it 6 a M j
000 > Lo a-Z jdd.u.
Z O=) (n -at-
z uj < .0
=L,§ Ocn- :)w
z
V) 0 m Z ,, n
LLI< 0 C, w
Q�W>-< 0) w 0 m LU
WLLJO MZZ CD W< a:
x CY 0
3,F- 2 IL,47 11 5 w
0(n< 0 01� �,Eg A_5
Pz=:! CY, 0 w 122.5 <= =� -
En W 9
0 D LLJ M CO x L- En
LL)M 5:LL ci J) LLI C14 0 Z 280 g Ing
Gj V) 0 D
I-- LLJ uj 0 R 5.m ox
0-im I OOOT ZR x
-j LLI I w Q�Z C,4 cr w-
z<=<(L CL 0 C) C-) �V)0
< < 6
OM
LC
TYPICAL HEADM_R
Z�vl_ POUBLE TOP WNDOW SILL SCHEDULE
P I
USP CONNECTORS O.131X3" TOE NAILS SPLICE
ROUGH DROPPED HEAD MINIMUM END
DESIGN SPECIFICATIONS 2X6, 2x8 (5) NAILS TYPICAL TOP PLATE NAILINGD
TYPICAL STUD NAILING; 2x1 , 2x12 (7) NAILS FASTEN ALL TOP PLATES 4*-0" MIN. SPLICE LENGTH OPENING OR SILL PLATES FASTENER EA04 END
COMPONENTS & CLADDING GARAGE R UPLIFT FASTENERS FL# CODE 0.13lx3" END NAILS: 9- LVL, 11- LVL (7) NAILS wl (16) 0.131x3" NAILS 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS
DESIGN CODE: PRESSURES (PSF) CONNECTOR TOGETHER w/ (3) ROWS FVENLY SPACED
2014 FLORIDA BUILDING CODE RESIDENTIAL ALLOWABLE DESIGN PRESSURES SYP SPF (2) 0 2x4, 14" LVL, 16" LVL (9) NAILS OF .131x3 0 12" O.C. STAGGERED. Z 67-4" (2)2x4 SPF #2 (5)12d TOE NAILS
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, EDGE STRIP� (PSF): 1 CAR 16.3 (3) 0 2x6, 4 8'-4" (3)2X4 SYP #2 (1)A34 + (4)12d TOE NAILS
TRIBUTARY INTERIOR . 1 GARAGE 4' USP A35 450 450 (9)10dxl'/2* (4) 0 2X8. SYP#2
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. AREA (sf) SF) a = 4'-6- DOOR -17.9 USP RT7 585 495 (5)Bd EA. END SYP#2 DBL. HEADER, 12'-0*1 (3)2x6 SYP #2 1(1)A35 + (4)12d TOE NAILS1
DESIGN LOADS: ACTUAL AND UNIFORM 10 +18.2 -19.8 +18.2 --�24.4 (B'x7') USP RTEIA 775 650 (5)110&119�" EA. END TYPICAL WALL FRAMING NO S: ROOF SHEATHING, TOP PLATE PER PLAN
ROOF FLOOR 2 CAR SPECIFICATIONS Lou Ponti8o and'
+15*5 1. USE SPF#2 OR BETTER R SEE
(cd=1.00) 50 +16.3 -17.9 +16.3 -20.6 GARAGE USP MTW12 1195 860 (7)10dX1'4" EA. END Associates, Inc.
ROOF LOADING (cd=1.25) DOOR - ALL WALL STUDS.. SEE 5/SO.O
TOP CHORD LIVE LOAD 20 psf 40 psf +15.5 -19.0 (11 6'x7') , 117.0 USP HTW20 1450 1245 (12)10dx11/2" EA. END 2x-BLOCKING ONLY RAISED
7 psf (ARCH SHINGLES) 10 psf 100 +15.5 -17. - 1640 1455 (9)10d EA. END 2. USE SYP#2 FOR ALL T REQUIRED IF SHEARWALL_\ ARCHED TRANSOM OPTION: 420 Osceola Avenue
TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf - USP MSTA24 PLATES AND SOLE PLATES. HEADER 2x SPF DIAGONAL BLOCKING
TOP CHORD DEAD LOAD U PST THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE USP MSTA36 2065 2065 (13)10d EA. END ---- FASTENED w/ 3-0.131*x3" Jax. Beach, Florida 32250
BOTTOM CHORD LIVE LOAD 10 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY 1105- 1105 1/2"0 ROC TO FTG. 3. USE SYP#2 FOR ALL DROPPED EA. END TYPICAL. Ph.242-0908 Fax.241-9557
BOTTOM CHORD DEAD LOAD 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION USP LTS20B - HEADERS HEADER SHEATHING MAY EXTEND 2" FL:CA# 8344 SC:CA# 3579
DEFLECTION CRITERIA: SHALL BE PERMITTED USP JUS28 1305 1305 (6)1 Od TO HEADER
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 PAST BLOCKING- WINDOW
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT1 6 4290 4290 5/,"0 ROD TO FTG. 4. ALL WALLS SHALL BE I kRCHED A M M
BALLOON FRAMED FULL -------- LSYP#2 HEADEF, AN HOR INTO 2x MATERIAL.
POSITIVE AND NEGATIVE PRESSURES SHOWNIIN TABLE ABOVE. USP HTT22 5370 5370 5/,,"0 ROD TO FTG. TRANSOM PER PLANS
0.75" MAX ANY CASE 5/,"0 ROE w/ (1 2)16d HEIGHT TO ROOF OR FLOOR L_ FASTEN LOWER STUD OPTION JACK AND
WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. USP PAU44 _T535 BEARING ELEVATION, U.O.N. ON PERMANENT TRUSS TO TALLER STUD w/ SEE RIGHT KING STUDS,
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A PLAN.
USP PAU66 2535 5/,"0 ROD w/ (12)16d BRACING BY OTHER 2-ROWS OF 10d COMS-____. SEE PLAN 0AFER j
AND 5 PSF 0 12" O.C. WINDOW SILL SEE
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD PLUS = PRESSURE AND MINUS = SUCTION. '
SCHEDULE
RING POINTS USP MSTAM24 1545 (5)V,"X2-/, TAPCONS 5.) FASTEN BOTTOM PLATE OF 0
BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEA ATTIC FLOOR [�K:t I INTERIOR LOAD BEARING FULL HEIGHT ANCHOR *%'j::�,% a�
OF ROOF TRUSSES SHALL BE REDUCED. SPECIFICALLY, DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE FOR SILL SIZE AND AT TWO STORY CONDITIONS,
OADS SHALL BE MULTIPLIED WALLS TO CONCRETE SLAB AT INTERIOR WALLS TYPICAL SOLE CONNECTION EACH WINDOW SILL SEE PROVIDE SOLID BLOCKING
LIVE LOADS COMBINED NTH ROOF LIVE L RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET SIMPSON CONNECTORS w/10d MASONRY CUT NAIL 0 \-TYPICALLY V FULL PLATE NAILINrb END WITHIN FLOOR SYSTEM AT ALL No. 61
BY 0.75 MEN COMBINED W/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE RESSURES. SCHEDULE
f 48" O.C. MINIMUM. SEE HEIGHT THREADED 0.131x3" TOE NAILS: UPPER LEVEL POSTS & JACK
---------- 130 MPH *
BASIC WIND SPEED (ASCE 7-10) UPLIFT FOUNDA11ON PLAN ADDITIO L RODS 0 6'-0" O.C, (3) 0 2x4, STUDS
IMPORTANCE FACTOR --------------- 1-00 424- �j t CONNECTOR FASTENERS FL# CODE ANCHORS AT SHEARWALLS (4) 0 24, S F
---------------- 20.0 FT a 424,- SYP SPF (5) 0 2x8. SDWC15600SCREW AQZ
MEAN ROOF HEIGHT IN
10446.4 SEE 8/SO.O
0 A35 450 450 12-8dx11411 BLOCKING ONLY REQUIRED C4
------------------- 7/12
ROOF PITCH 520 5-8d EA. END 11478.3 AT SHEARWALLS AND PT. SYP#2 C4
BUILDING CATEGORY ---------------- 11 STUCCO F SOLE PLATE
-- 8 * DENOTES EDGE%TRIP. H2.5T 600 INISH_\ I I A A
EXPOSURE CATEGORY ------------- SEE C & C C RT HTS16 1150 1085 16-10d EA. END 10456.6 SEE PLAN FO S D SIZE A A E
AND 0 PACING. .1 1 1 7-
ENCLOSURE CLASSIFICATION -ENCLOSED ABOVE FOR 'o' IMENSION MTS12 1000 860 7-10dX11/2" EA. END 10456.3 WALL SHEATHING 0.1 , . ..,I -
---------- ± .18 SEE DETAIL 1/SO.1
Christopher J Sabourin PE
HTS20 1450 -10dxlVz* EA. END 13872.3 FOUNDATION, SEE PLAN.
INTERNAL PRESSURE COEFFICIENT 1245 24 CKING
I to 1270 9-10d EA. END TEM FOR SPLICING 12" 11/2 FL P E#714 61
-- _r MSTA24 1765 13872.4 WITHIN FLO SYS 16d COMMONS OPTIONS I
MATERIAL SPECIFICATIONS 13872.8 WHERE POST ABOVE. 0 8" O.(L� WALL FRAMING AT WALL FRAMING AT SOLE PLATE ANCHOR*
MSTA36 2050 1870 13-10d EA, END FROM SOLE SEE SCHEDULE
18-16d T I TRUSS/BEAM FLOOR SHEATHING PLATE CHANGE CONDITION Amp HEAbER cONDmON PLATE BREAK REi;71-SIONS DATIE)II
HTT4 3480 3080 11496.2 Eld 0 3" SEE SPECIFICATIO BUILDER MAY CHOOSE EITHER THE DROPPED
HARDWARE AND ANCHORS: 1-5/."0 RC TO FTG. --- - ---- HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] S/BEAM DROPPED HEADER CONDITION
ASTM A 307 OR ASTM F 1554 GRADE 36. (GRADE B). HTT5 5250 4670 32-16d T TRUS 11496.2 F------- I TYPICAL WALL FRAMING
WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 SCOPE OF SERVICE 1-5/."0 RC TO FTG. / 2
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 6-10d TO1IEADER
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO LUS28 930 780 10655.113
EXTERIOR SHALL BE GALVANIZED. MEANS AND METHODSO 4-10d TO JOIST X%6" SIMPSON TITEN HD
RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR THE STRUCTURAL ENGINEER SHALL NOT HAVEICONTROL Q& BE RESPONSIBLE w/25X34.229" WASHER SEE SOLE PLATE ANCHOR
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4' FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR 14-16d TO HEADER 10531.36 L--- _�J _j SCHEDULE FOR SPACING Q&HOLD DOWN
LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF�THE CONTRACTOR OR ANY HU410 905 785 6-16d TO JOIST SEE 1/SO.1-//,--
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF SYP#2DBL SEE S0 .0 BUTT JOINT
(U.O.N.) THEM TO CONSTRUCT THE WORK IN ACCORDAfE NTH THE CONTRACT ABU44 2200 5/."0 ROD EPDXIED 6" MIN 10849.6 TOP PLATE
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS
CONTRACTOR SHALL CONTACT LOU
DOCUMENTS. 5/."0 ROD I E 2#
(DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 PDXIED 6" MIN 10849.6 BLOCKING ONLY REQUIRED
EPDXY- ITW RED HEAD A7 LIMITS OF STRUCTURAL ENGINEERING nFqIGN RESPONSIRILITIESP 11506.4 AT SHEARWALLS ANDJ WALL SHEATHING
RONFORCIING STEEL: SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON Epoxy--nE STUCCO FINISH SEE DETAIL 1/SO.1 A PONTIGO a ASSOCIATES PRKDR TO
STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10-16d TC STUD/BEAM/POST 11496.3 FOR SPLICING -RATED SHEATHING, MAKING ANY STRUCTURAL FIELD
FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 OPTIONS BOUNDARY OF SEE GENERAL NOTES. MODIFICATIONS WHICH MAY VARY
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. WOOD PANEL SHEARWALLS, WAH FRAMING. ITEMS NOT DESIGNED 1 l-/2-0 ROD TO FTG. FROM THE INTENT OF THE ORIGINAL
VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF ES, FLOOR FRAMING NOT 805 695 10-10d 13872.5 FULL HEIGHT X" THREADED ROD 10 PT. SYPJ2 V-0" 1N, SHEATHING CONSTRUCTION DOCUMENTS.ANY
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED - ELASTIC PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSS I LSTA12 I EPDXIED 4"w/3X34.229" MAX MIN FIELD ALTERNATIONS MADE PRIOR TO
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION. AND ANY 13-8d 10852.1 SHEATHING WASHER SEE SCHEDULE _1 SILL PLA E EXAMPLE OF PANEL BEING APPROVED BY LOU PONTIGO a
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. F-qs-1_6 1705 11705 1 TO BE FOR SPACING T EDGE w/ BLOCKING ASSOCIATES MAY RESULT IN
CONTINUOUS) INTER OR 13EARING �OLE PLATE BREAK WHERE REQUIRED BY-N,,,' ADDIT�ONAL ENGINEERING OR
GENFE3 A Et CONSTRUCTION SPECIFICATIONS TO UPPER TITEN lJO GENERAL NOTES.
NOTES TOP PLATE W&L*-SEE SCHEDULE EPDXY ANCHOR
FOR STUD SIZE Mi2i ANCHOR QP11ON
AND O.C. SPACING. r_1. . . . . .
FLOOR SHEATHING qPECIFICATIONS WALL SHEATHING TO
SOLE PLATE ANCHOR SCHEDULE NAIL SPACING AT
T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD qnl F PI ATE SUPPORTED EDGES
23/32' RAISE X* FROM EXT WALL SHEARWALLS WASHER EMBEDMENT EDGE GENERAL NOTE9
ROOF SHEATHING SPECAFICATIONSa -0" OF ROOF EDGE). SEE TAILS SEE DETAILS BOTTOM OF SOLE ANCHOR SPACING SPACING SPEC. DEPTH DISTANCE
SHINGLE- MIN. 7&% 24/16. APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING To 4" D.C. WITHIN 4' 8d 0 3" ON 01 ON S1.01 PLAN AND FASTEN TITEN HD 42" 24* 3x3xO.229* 4' 2
ACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). _z�_, w/8d 0 3* O.C.. 0 EXAMPLE OF UNSUPPORTED
w/ 0.113x2" RING SHANK 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SP F- r- EPDXY 42- 24" 304.229' 4' 2 (UNBLOCKED) PANEL EDGE-_
TILE - MIN. 15/32* 32/16, APA RATED PLYWOOD SHEATHING, NAILED
NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). MAS 42" 24- N/A N/A N/A (TYPICAL)
METAL - MIN. 1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE
NOTES:
WALL SHEATHING SPECAFICATIONS& TE 1. SOLE PLATE ANCHORS ARE-REOWRIED AT ALL M RI ALLS AND ADJACENT TO NAILING TO INTERMEDIATE
G, FASTENED w/ Bd 0 6" O.C. EDGE AND 6* O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PL TE TO UPPER TOP PLA 1� SUPPORT IS 6* O.C. MAX.-�- ROOF
FLEXIBLE 1111151i-MIN. 7/,6*, 24/16, APA RATED OSB OR PLYWOOD aMULUff�� SHEATHIN L--- ---- L i L-------J CORNERS AND PLATE BREAKS AND KING ST
: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. 1�1,'��, I I (UON) TRUSSES, OR
FLEXIBLE FINISH WALLS INCLUDE -ATE TO UPPER TOP PLATE. 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION FLOOR JOISTS.
STUCCO FINISH-MIN. 7/,,*, 24/16, APA RATED OS13 OR PLYWOOD S�QE.AL 1 SHEATHING, FASTENED w/ 8d 0 6* O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM PI SINGLE S MULTY STORY-
MASONRY SPECIFICATION& W OMPRESSIVE STRENGTH OF 3. AS AN ALTERNATE M THE 3"X3"XY4" PLATE WASHER, A 3"X3*X -1 1/j"10 ROUND
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE NTH AC1530.1-05. GROUT SHALL BE IN ACCORDANCE TH ASTM C476 NTH A MINIMUM OF 28 DAY C VENEER. STEEL WASHER MAY BE USED.
LL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8- TO 11- SLLAIP. SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK SOLE PLATE ANCHOR DETAILaSCHEDUL /-4--I\ROOF AND FLOOR SHEATHING NAILING
2000 psi PER ASTM C1019, GROUT SHA P. SE IONS / 3 E III,
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. _41 SCALE: 3/4" SCALE: 3/4" 1*-0' U Uj
\-�_O
I I VERTICAL
CONCRETE MASONRY UNITS (CMU)*
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1. GRADE N-11, NORMAL WEIGHT, NTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALL CELLS CONTANNG
REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOLITS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0*.
TM C90E, E GRADE N-1 HOLLOW CON6RETr, 1 INIRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE L
MASONRY SjEMW&LLA;, ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF AS I G. I TERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT (3) ROW OF 10d
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN RONFIC"ING, WHERE PERMITTED, SHALL 13E 48 BAR DAME NTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR NAILS 0 8" O.C---� t
, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF RONFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEME 2 PLY STAGGERED 2x4 BLOCKING n
WITH - #4 0 4'-0" O.C. MAX. AND AT EACH CORNER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 0
UCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16- O.C. VERTICALLY, (EVERY OTHER BEAM.
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTIR SIMPSON 3 PLY BEAM. N 04 024" O.C. FASTEN
1/Sj.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". SDWC1 5600_N�-, '-'�2x4 MEMPERS: EACH END w/3-10d r/ Uj
SEE ROOF (1) ROW OF 10d MENAILS
CLAY MASONRY (BRICK);ORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK. FACING BRICK, & HOLLOW BRICK;, RESPECTFULLY. FRAMING (4) ROWS 12d NAILS 0 4" D.C.
BRICK SHALL BE IN ACC PLAN FOR EXTEND SHEATHING VERT.
DETAILS TO TOP OF TRUSS AS SHOWN. 4 AT 12" O.C. t
LIM COMPRESSIVE STRENGTH OF 3000 PS1 AT 28 DAYS PROVIDE 2x4 BLOCKING EA. SIDE. &m&jkMBERS:
8 L BE CONSTRUCTED IN ACCORDANCE WIfH ACI 301. ALL CONCRETE SHALL HAVE A MINIM ROW OF 10d
CONCRETE SPECIFICATION& \ STUD BELOW
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 31 -08, AND SHAL AT HORIZONTAL JOINTS. ROOF SHEATHING, SEE
VE STRENGTH OF 3000 PSI. (3) ROWS 12d NAILS 0 4" O.C. LOWER TOP 4-10d
CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESS1 SPECIFICATIONS BELOW. AT 12" O.C. STAGGERED PLATE AT BREAK OVER LAP DOUBLE COMMONS
TOP PLATES
GENERAL NOTES: PRE-ENGINEERED WOOD EA. SIDE. ORTHOGONAL MEW WALL INTERSECTION
Foo,nNG_.AN0DL__1ED9UNU0AIQN5L 2x SPF BLOCKING ROOFTRUSSES. 2 & 3 PLY BEAMS 2x4 OR 2x6 POST 2xa PQ5T OF CORNER CONDITIONS
FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE
SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAYI SOILS. SOIL COMPACTION AND FILL RIPPED M FIT-
WITH GAP SHOWN
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOOTING DIMENSIONS A14D LOCATION FROM THE (3)ROWS OF 5- (3)ROWS OF 6V z
FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE TRUSSLOK
ON FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT SIMPSON TRUSSLOK
SDWC1 5600 ENGINEERED WOOD ENGINEERED WOOD
FOUNDA11ON PLAN SHOWN ON S1.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ?-"%, FASTENERS 0 24"o.c FASTENERS 0 24"o.c
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) SEE ROOF AS SHOWN AS SHOWN CORNER WALL INTERSECTION
ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE h3 0 48* D.C. OR ROD CHAIRS. FRAMING SIMPSON
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB HALL BE 48 PLAN FOR SDWC1 5600 CONDITIONS CONDITIONS
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS. MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WERE PERMITTED, S DETAILS SHEATHING MAY SIMPSON SEE ROOF 3-PLY 4-PLY NOTES*
TERMINATE AT j
BAR DIAMETERS SIMPSON-/ P OF DBL SDWC1 5600 FRAMING 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 0 0
SDWC15600 SEE NOTE 1 PLAN FOR 2. 11-
CONCRETE SI-ARS ON GRADE@ SEE NOTE1 P PLATE. 1411 DETAILS LVL AND-GREATER DENOTES 3"xO.131' GUN NAILS 0 6- O.C. VERTICAL
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN 14
N A 12'xl2' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNA11VE METHODS. 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
TERMITES. SAWCUTSm OR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB I a TYPICAL CONNECTION NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED MEN HOLD DOWN IS INSTALLED
5" < HEEL < 1' HEEL < 5" 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
WOOD FRAMING SPFCIFICATIONS@ SIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION. LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR NOTES: JACK-M-KING ASSEMBLIES, CORNER POST, ETC. OPTIONS ARE SHOWN
ALL WOOD FRAMING HAS BEEN DE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED F STENEIRS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED. ALL ATTACHED FASTENERS SHALL BE 1. TOP PLATE STU S WC ONLY REQUIRED MEN STUD IS DIRECTLY BELOW TRUSS 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
SOIL SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE M ST TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T FRAMED WALL CORNER AND
2. H2.5T MAY BE SUUB TED FOR IN ADDITION TO (2) PLYS
STAINLESS STEEL AT TOP PLATE T SPACE 0 48" O.C.
-**N INTERSECTIONS STUDS CONFIGURATIONS
PRF-ENC4NFFRFD VVOnn TRUSSES9 ROOF U S CONNECTION BUILT-UP MEMBER FASTENING t7
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA.�TPI,'�4ND AJTC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS
S-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILIT? OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUS S, HIB-91.- AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS M AVOID NAILING CONFLICTS THROUGH TRUSS. MEN USING (2) STRAPS ON TRUSS TO PLATE: DESIGN
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD 7RUSSE KING STUD TO TOP PLATE: SDWC SCREW
SINGLE PLY TRUSSES. PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. SDWC15600 SCREW. Top PLATE To HEADER FASTENING: HEADER FASTENING, CRITERIA
NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED 4P PLATE TO
ROOF COVERIN(' SPECIFICATIONS& E MANUFACTURER'S REQUIREMENTS. CLAY ENDS OR OPENINGS LESS FOR GABLE ENDS. SEE DETAIL AT RIGHT. NOT REQUIRED
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO TH THAN 4*-6" FOR GABLE ENDS.
PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY NTH ASTM E1514 AND BE INSTALLED AND
AND TILE ROOFS SHALL BE INSTALLED TOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. KING STUD TO TOP PLATEv
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRAC SDWC15600 SCREW TOP PLATE TO HEADER FASTENING:
NOT REQUIRED AT GABLE SEE DETAIL AT RIGHT. NOT REQUIRED
WATERPROOFING: ENDS OR OPENINGS LESS FOR GABLE ENDS. GENERAL
/INSTALLATION OF ALL WATER PROOFING. THAN 4'-0" ... PLATE TO HEADER:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN I I ...
BRICK NOTES LINTEL SCHD PLAN LEGEND AND A13BREVIATIONS KING & JA CK SDWC SCREW 0 NOTES
WOOD FASTENING SCHEDULE STUDS SEE PL KING & JA 24" O.C.
STUDS SEE PLAN
F7 LL DO NOT SCALE DIMENSIONS FROM
= INTERIOR LOAD BEARING WALL (2)12d TOE HEAD QRSI THESE DRAWINGS.IF A DIMENSION 5
CONNECTION r;71 BUILT-UP POST IN THE WALL ...) LL UNCLEAR REFER TO THE
MEMBERS FASTENER LINTEL DIMENSION MIN. BRG. MAX. SPAN NAILS E.E. PLATES SEE HEAD (a SI 2X6 WALL
TYPE SCHEDULE
."ARCHITECTURAL DRAWINGS OR
T.(MIN) �.I PLATIS SEE
FACE NAIL 2-GUN NAILS 0 12" STAG. GABLE X-BRACE, SEE DETAIL 10150,1 CONTACT THE E.O.R.
MP PLATE TO MP PLATE L31/2 x31/2 x/4 4- 6'-0" 1 ROUGH OPN'G. SEE ARCH SCHEDULE TRUSS T
IS'. HEADER SIZE, JACK AND KING STUD I 1 0 PLATE:
MP PLATE, LAPS/INTERSECTION FACE NAIL (2-16d) 3-GUN NAILS L4x3/2*X/4 5 8'-0" DESIGNATES SHEARWALL. THE (2)2x8-1/2 QUANTITY. HEAD QR. SILL KING STUD TO FRAMING BELOW, SDWC SCREW
w/6-10dxlX* ROUGH QPN-G, SEE ARCH PLAN NAME
HIDDEN LINE DESIGNATES SIDE OF PLATES SEE CS18 STRAP
DBL TOP PLATE To STUD FACE NAIL (2-16d) 3-GUN NAILS 6' 10'-0"
L5x,31/,"x/, WALL THE SHEARWALL SHEATHING SCHEDULE NAILS EACH END. STRAP
(Eid 0 6-) GUN NAIL 0 6- SW TO BE APPLIED. 8d 0 3/6 KING STUD TO BOTTO L ATTACHMENT CAN BE INTERIOR OR rSAN TROPEZ - COASTAL)
RIM JOIST TO TOP PLATE TOE NAIL L6x3l/,,*xl/, 6- 12'-0' NAILING: DESIGNATES 8d COMMONS 0 y FCTONI: $1 EXTERIOR SIDE OF WALL.
(3-8d) 5-GUN NAILS 1� 8d0376- D.C. EDGE & 6" D.C. 'IN THE CON ROUGH OlPN'G, SEE ARCH. DESIGN/DRAWN/CHECKED
CEILING JOIST M TOP PLATE TOE NAIL L7x3/2"XV. 6* 16'-0' 1 t SDWC15600 SCREW. OMIT I STRAP NOT REQUIRED AT THE PLATE TO HEADER: CS / KM /LAP
-16d) 4-GUN NAILS FIELD" SHEARWALL HOLD DOWN I FOLLOWING: GABLE ENDS OR-\: SDWC SCREW 0
CEILING JOIST, OVER PARTITIONS FACE NAIL (3 - 1. STEEL LINTELS TO BE MINIMAL 36" OT REQUIRED A JACK TRUSSES LESS DATE
(6-16d) 8-GUN NAILS LINTEL MUST HAVE CORROSION BRICK - Long SPECIFIED. N 11 11 24" O.C. 2X4 WALL
CEILING JOIST TO ROOF RAFTER FACE NAIL ADJ ADJACENT LG GABLE ENDS OR 2-STOR THAN 8' OR OPENINGS LESS
RESISTANT COATING OF EPDXY BASED - VENEER BM BEAM MANLF Manufacture WALL THAN N-15" 02.22.17
JOIST/TRUSS TO PLATE ME NAIL (2-16d) 3-GUN NAILS PAINT. - WEATHER BOT BOTTOM MONO Monolithic HEADER FASTENING SECTION
SCALE
n ter
RAFTER TO PLATE TOE NAIL (3-8d) 3-GUN NAILS BARRIER BRG - BEARING OC - On Ce
-0". SHOULD CMU - CONCRETE MASONRY UNIT OSB Oriented Strand Board
2. LINTEL MORE THAN 8' PERP Perpendicular 40 1 KING STUD TO FRAMIOG BELOW:
ME NAIL (3-10d) 4-GUN NAILS BE LATERALLY SUPPORTED NOT M DBL DOUBLE C
JACK RAFTER TO HIP -/,x3" WD. DIA DIAMETER PRE Pre Engineered S18 STRAP W/6-10DXlV' LPA No.
(2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2 NAILS EACH END. STRAP ATTACHMENT CAN BECIFFICE ',00PY -17-00063
ROOF RAFTER TO Zx- RIDGE BM. TOE NAIL SCREWS INTO HEADER PROVIDE A LINTEL EA - EACH PSF Pounds per Square Foot IL 11 11 IOR OR EXTERIOR SIDE OF WALL. TOLL
INTER
FACE NAIL 16dO 16" O.C. 0 EDGE ATTACHMENT EE - EACH END PSI Pounds per Square Inch STUD OR 2X1O STRA
VERTICAL SLOTTED HOLE FOR SCREW. BLOCKING FASTEN P NOT REQUIRED AT THE FOLLOWING: CONTROL No.
CONT. HEADER, TWO PIECES SEE NOTE 2 PT PRESSURE TREATED
EOR ENGINEER OF RECORD
SOIE PLATE ANCHOR
CONT. HEADER M STUD TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT: EQ EQUAL QT Quick Tiie SOLE PLATE CONNEC STRAPPING NOT REQUIRED w/8-10d COMMONS GABLE ENDS OR 4596
STUD TO SOLE PLATE TOE NAIL (3-16d) 4-GUN NAILS HORIZONTAL TIES 0 24" O.C., VERT. EXT EXTERIOR REINF - Reinforce LOCATED WITHIN 6" PER SCHEDULE AT LOWER LEVEL HEADERS IH JACK TRUSSES LESS SHEET
TIES 0 12" O.C.. (FOR 11Omph HEADER, FLASHING FBC FLORIDA BUILDING CODE SF - Square Foot STUD PACK. OMIT IF rEARW UNLESS SPECIFIED ON PLAN MULTI STORY IMAI-4 REVIII&AWSIPM CODE COMPLIANCE
SF
P
SOLE PLATE TO JOIST/BLOCKING I F LIN NAIL 0 8* FDN - FOUNDATION SPF -Spruce Pine Fur HOLD DOWN I' )ECIF SINGLE STORY (STACKED WNDOW51 MULTI STORY THAN 3'-6" CITY OF ATLANTIC BEACH
WIND-ZONE VERT. TIES 0 16" O.C.). SEE PLAN -BRICK LINTEL, FT - FOOT SYP - Southern Yellow Pine (UNSTACKED WN00
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WITHIN SEE SCHEDULE FTG - FOOTING THRU Through PICAL ' EADER. STRAPPING SEE PERMITS FOR ADDITIONAL S000
=4'-O' MIN.
�AREADNER
CF
TRAN NS
OP-n(
SEE
2 4
2 x 6
x
2X8
S.YPJ2
PLATE
.tG
Uii
LVI
r5n
3"xO.131"0 - GUN NAILS 2"xO.113"0 RINK SHANK 12" OF OPENINGS. PROVIDE3&"0 WEEP i HDR HEADER TYP Typical TY REQUIREMENTS ANL)(;U ONS
2*xO.113"0 - 6d 2/,-xO.131"0 = Eld HOLES 0 33" O.C. IMMEDIATELY ABOVE SECTION VIEW HORIZ - HORIZONTAL LION Unless Otherwise Noted
31/2"xO.162"O = 16d FLASHING. OF BRICK LINTEL LEIS - POUNDS VERT Vertical \Z-V e2 fot) SHEET OF 9
3"xO.148"0 = 10d WWF Welded Wire Fabric REVIEVVED BY*. 1 41)1 Id
V/2"xO.1148"O = 10dxl'/2" 11/2*xO.131*0 = Bdxll/2"
U
2x6 SYP#2 BLOCKING BETWEEN
2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP WALL SHEATHING
PLATE w/ 10d 0 4" D.C. STUD WALL FRAMING
FASTENED TO TOP- 8d COMMON WIRE PAILS w/ 2X SOLID BLOCKING
PLATE w/ 10d 0 3" O-C TO BLOCKING 0 0.C. AT SHEATHING EDGE
6'
T DBL. TOP MAX4 NOTCH HEADER
BELOW TOP PLATE 2x4 BLOCKING BETWEEN EA. Lou Pontigo and
L r------ - PLATE I_\ TRUSS. ATTACH AT EACH WALL Associates, Inc.
BLOCKING ONLY REQUIRED 46-- = STUD w/ 3-16 NAILS AT EA.
AT SHEARWALLS AND P RICH SHEATHING, HEADER PORCH
STUCCO FINISH S E SPECIFICATIONS EhL HEADER, FRAMING INTERSECTION. (MIN. OF
5-8d COM B LOW 8-GUN NAILS- 6-16d BETWEEN EACH TRUSS) 420 Osceola Avenue
EACH SIDE 4- SEE PLAN. jax. Beach, Florida 32250
OF SPLICE 16d COMMONS 20 SYP#2 HORIZ. BRACING 0 HEADER & SUPPORT FULL HEIGHT Ph. 242-0908 Fax.241-9557
O.C. LL- PORCH PA
16d COMMONS 0 8" 24" O.C. BETWEEN OUTER WA PORCH POST, PER PLAN. (2)M STA24 ANCHOR OR DTT2Z PLRPENDICULAR TRUSS
0 8" O.C. SHEATHING SPLICE & FIRST INTERIOR TRUSS. NAIL TO WALL PERPENDICULAR STRAPS HOLD DOWN AT MIN. (2)2x4 WOOD FL:CA# 8344 SO CA# 3579
CONT. RIBBON -0.131x3" NAILS BASE OFPOST BELOW. & (1) ADJ. DETAIL 6 WALL
CONT. RIBBON 8d COM 0 EACH END w/ 3 TO WALL TO PORCH HEADER.
BOARD (TYP) 3* D.C. (TYP) OPTION A SHEATHING
BOARD (TYP) �j F EACH SIDE FLOOR STUD WALL FRAMING
OF SPL
FLOOR LICE TRUSS .2SJ 24" 16 GUAGE POST BASE:
FLOOR ----------- STRAP W/11 DO"T 24" 16 GUAGE 4x4 POST:ABU44
T_. - AT SHEATHING EDGE
TRUSSES-\ TRUSSES 2x4 SYP#2 BE OW STRAP w/11- 6x6 POS ABU66 LSTA12 FOLDED OVER TOP we
OR JOIST. 10dxlY2" EA. END 8d COMMON WIRE NAILS
OR JOIST. SHEATHI�G_SPLICE DIAGONAL 10dxlN' EA. END_� DOUBLE TOP PLATE PLATE w/5-10d NAILS E CL4
TO BLOCKING 0 3" D.C. E
FASTEN EA. PORCH. CONTINUOUS OVER INTO TOP PLATE & 5-10d
HEADER NAILS INTO BEAM. SPACE
END w/
OSB or PLYWOOD 3-10d COMMONS PORCH HEADER, SLAB MAX 0 48" O.C. OMIT IF WALL + J` No 6
4* SEE PLAN
S16
RIM BOARD )1 T A [SHEATHING IS INSTALLED ROOF TRUSS
SHORTER THAN CEILING TRAPS MSTA24 ROD ON FACE OF BEAM OR JOIST--,,,
FLOOR SYSTEM. ALIGN WALL FRAMING STRAPS EPDXIED 6" MIN \FOR PERPENDICULA E_
WALL FRAMING-/ LINE 1 1% STA OF
WALL FRAMING-/ VERTICAL JOINTS WITH TRUSS CONNECTION S -0 . S=
SHEATHING SPUCE WALL SHEATHING INSTALL FLOOR TO PLAN MEW OF ELEVATIM VIEW OF SEE DETAIL B ABOVE A-
PLAN 8-GUN
CONTINUOUS 2x6 SYP#2 40
JOINTS !z!
FLOOR STRAPPING PER PORCH HEADER PORCH HEADER NAILS LEDGER FASTEN WITH '* N
BLOCKING ONLY REQUIRED 5-8d COM OPTION 1 OR 2 AT POST ATIPOST FULL HEIGHT 5-0.131x3" EA. STUD. NAIC j
AT SHEARWALLS AND EACH SIDE ANCHOR OR DTT2Z 0111-ki.0%
T
PE
141NISH WALL
EA INfG
:OD
WALL IFRAMING FRIA
L LOO Mi To
HEA1 F R
S or..
T.
15 8(
STUCCO FINISH OF SPUCE OPTION 2 PORCH HOLD DOWN AT MIN. (2)2x4 WOOD PARALLEL TRUSS
op'nON 1 APA RIM ROARD QPWK FLOOR TRUSS PARALLEL I/," GYPSUM R PROOF) GREEN BOARD, wl 5d COOLER NAILS 0 6" O.C. EDGE & FIELD BASE OF POST OP'nON B BELOW. & (1) ADJ. Q�TAIL A Christopher j Sabourin P E
OVER LAP SHEATHING TO PORCH HEADER.
0,qR FL PE#71461
D.C. EDGE AND FIELD
NOTE 1: (OR GRE OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6 D 0 ROOF CONNECTION
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. READED RODS ARE IN LLED t-3--N Ty P I C A L PORCH BEAM CONNECTION
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING WHEN FULL HEIGHT TH I AL PORCH FRAMING DETAILS FICATIONS FOR ROOF DAT��
t-2 LL �C
EE STIR ION
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS, \'S0.1/ g&]�SAND WALL SHCEATHINSC; AND STUD FRAMING.
SEE DETAIL 5/SO-1 FOR
DIAPHRAGM ATTACHMENT
WHERE APPLICABLE IF TRUSS REACTION EXCEEDS
2300lbs PROVIDE CRIPPLE STUDS--\
DIRECTLY BENEATH TRUSS
H2.5T. FIELD ALLTERA"nON
SYP#2 2x4 NAILER FASTENED TO TRUSS I A CONTRACTOR SHALL CONTACT LOU
ROOF BOT CHORD w/ 0.131x3" 0 3* O.C. 11 _h PONTIGO&ASSOCIATES PRIOR TO
ROOF TRUSS. F-1 2-SIMPSON
T FASTENED TQ-SH-EA-THING w/ 8d 0 3" O.C. R OF ----------
FLOOR OR RUSS-_\-�- I EA MAKING ANY STRUCTURAL FIELD
2x4 SYP#2 CATS AT 12" TRUSS- SDWC 15600 4- -------- -----------4 MODIFICATIONS WHICH MAY VARY
,,-'ROOF TRUSS. I I I 1 11 U FROM THE INTENT OF THE ORIGINAL
D.C. FASTENED TO TOP-- SHEATHING FASTENED TO /,---0 32' O.C. I I CONSTRUCTION DOCUMENTS.ANY
PLATE wl 4-0.1310" 14" TOP PLATE w/ 10d 0 3' D.C. SCREWS FIELD ALTERNATIONS MADE PRIOR TO
COMMON. MAX. El BEING APPROVED BY LOU PONTIGO
t SHEARVYAL B ASSOCIATES MAY RESULT IN
L ADDITIONAL ENGINEERING OR
._/;Z� C
OSB WALL
SHEATHING
2x SYP#2 CONT. ATTACH
FASTEN CATS EACH END w/ TO TOP PLATE AND TRUSS
3-0.1310" COMMON TOE NAILS w/ 0.1310" 0 3" O.C. EDGE OF
SHEARWALL ORJ SHEARWALLA4,- 2x MAY OVERHANG TOP PLATE. SHEARWALL 8d03"IC SW 8d@3"Z6" DST TO 01 11.L
-ED SHEARWALL SEGMENTED SHEARWALL STRAP KING P, STRAP KING POST TO
EXTERIOR WALL ALTERNATE C ALTERNATE G POST BELOW WITH 2-CS16 POST BELOW WITH 2-CS16
ALTERNATE A ALTERNATE B I (�)- UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT STRAPS WHEN FULL HEIGHT 7 z
To LOWER STUDS ANCHORS ARE NOT USED ANCHORS ARE NOT USED
SW 8dO3 6: (2) CS18 STRAPS SW 8dO3/6: (2) CS18 STRAPS
7/,," Ose DIAPHRAGM FASTEN ROOF FLOOR DEC 10d 04"O.C. FLOOR (S)- END STUDS TO FOUNDATION (g)- END STUDS TO FOUNDATION HEADER DOWN CONNECTION HEADER UP CONNEC11ON U LD
TRUSS. 2x4 SPF#2 CON11NUOUS TRUSS. _5W 8dO3 6: HTT5 OR HDU5 SW 8dO3/6: HTT5 OR HDU5 CONNECTION
CONNECTION UPLIFT CONNECTOR
TO NAILER w/ (1) ROW 8d . .... ... LEDGER FASTENED PLATE ANCHORS SOLE PLATE ANCHORS UPLIFT CONNECTOR CALL OUT
0 3* O.C. FASTEN TO TOP 7/1 - OSB TRUSS WEBS WITH- /SO.O CALLOUT
PLATE w/ (2) ROWS SHEARW LL NOTES: TE TEE SCHEDULE ON DETAIL 3
BLOCKING w/3-0.1310" E TH DULE ON DETAIL 3/S0-O A H2.5T 01132�klp.C. TOP BOT A LS18 0 32" O.C.
OF 8d 0 3" O.C. COMMON. 1. AT ROOF TRUSS, NOTES '"T B SEE PLAN
2x4 SPF PANNEL FLOOR ;2Prr- T -A CONTRACTOR MAY SHEARWALL 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. B SEE PLAN
FRAMING 1. PROVIDE 3J6" OSB SHEA ING WITH 8d COMMONS C C (2)CS16 STRAPS
SYP#2 2x4 NAILER: FASTENE ALL AROUND FASTEN CATS EACH END 7,/ SYP#2 CATS AT 12- CHOOSE A.B,C,D, OR G. PROVIDE 2x BLOCKING T LL PANEL EDGES. 4 ;TRAP
TO TRUSS BOT. CHORD w i FASTENED TO TOP 2. USE ALTERNATE A. RS MAY SERVE AS D FULL HGT THREADED ROD SEt-RLAN D FULL HGT THREADED ROD SEE PLAN
(2) ROWS 0.1310" 0 3" D.C. INTERIOR 3-0.1310" NAILS 0 6" O.C. 2. PROVIDE A MINIMUM F 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADE OR HTT4 HOI D DOWN AT BASE ,(U.O.N) OR HTT4 HOLD DOM AT BASE (U.O.N)
PLATE w/ 4-0.1310" AT EXTERIOR WALLS END POSTS FOR SW. Uj Uj
SHEARWALL. COMMON. ENDING BETWEEN ROOF
SW-2 SHEARWALL OR_/ TRUSSES.
5-16d,*AILS EXTERIOR WALL FASTEN ALL INTERI S TO ROOF OR FLOOR TRUSSES PER 5/S0.1
ALTERNATE E (TYPICk) 3. USE ALTERNATE 7 Z
ALTERNATE Q ALTERNATE F E & F FOR FLOOR 4. INSTALL INTERIOR FC )TI , BELOW SHEARWALL PER DETAILS ON S1.0
.I TRUSS ATTACHMENT __11 ZTIE D
TYPICALS EARWALL ELEVATION VWHEN 7 HEADER
ZOOF Et FLOOR 0 SOA THIS DETAIL ONLY APPLIES'WHEN NOTED ON PLAN
SHEARWALL ATTACHMENT AT P PROVIDE SOLID tl_O�KING WITHIN FLOOR SYSTEM AT SW END POSTS Z a.
0
L.Li
MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. SINGLE ARACING NOTES AND SPECInCATH)NS
TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT
L 4-12d TO L 2x4 SYP#2 OUTLOOKERS FOR T-BRACE SHALL BE 1x4 SYP#3
8d COMMON NAILS ROOF NAILS :T 0 24" D.C. m I
AT 3" O.C.(TYP) 2x4 BLOCKING. FASTEN TRUSS OR BETTER OR 2x4 SPF#2 OR BETTER.
H3 QR H2.5T HURRICANE CLIP 0 EA. (UON)
EACH END w 3-10d OUTLOOKER TO TRUSS.
WALL STUDS -WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, TCENAILS (I)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT
AT 16" D.C. AT 16" D.C. FASTEN TO ROOF FRAMING BELOW 6-1 d (4) TRUSSES APPLIED THE WEB OF THE BRACED TRUSS, PER
ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. CID NS TO BACKSIDE OF WE 3. DELE TRUSS ENGINEER. LU
OVERFRAME RAFTERS, SEE PLAN. 3.)PERMANENT PERMANENT BRACING z
TRUSS MFR. SHOP
2X6 BRACING APPLIED TO WHERE NOTED ON
FRONT SIDE OF WEBS.-\ DRAWINGS. THE CONTRACTOR SHALL
ANGLE PROVIDE 1x4 SYP#3 OR BETTER
ROOF TRL ROOF TRUSS SIMPSON H3 w/ 10-8d COMMON BRACE BOTTOM CHORD BRACING
T-BRACE FASTENED TO
S, DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER THESE STRAPS WALL SHEATHING UP "D.C. PERPENDICULAR TO TRUSS BOTTOM
r`P#2 LEDGER ATTACH AND LEDGER TO ROOF MEMBER. BRACE. ONLY WEB w/ 12d 0 6"O.C. CHORDS AND ATTACHED TO EACH
ATTACH TO EACH STUD, MAY BE OMITTED T_ GABLEEND TRUSS. T-BRACE TO BE THE
TO EACH STUD, PER I I R2EXQ`UIRED FOR BRACE TRUS WITH 2-8d COMMON NAILS. AT
PER SCHEDULE BELOW. 2x4 SPF#2 WHEN OVERFRAME SAME SIZE, SPECIES,
SCHEDULE BELOW BLOCKING RAFTER LENGTH LENGTHS > 8'-0". AND GRADE AS WEB GABLE END WALLS PROVIDE DIAGONALS
E
B-DOUBLE LEQGER ALT. To BOTH H3 ABOVE C Y LESS THAN 4'-0" FASTEN w/10d COMMONS 2X4 #2 SYP BLOCK 0 EACH CONTINUOUS LATERAL BRACING, SE TO BE BRACED. AT END WALLS PROVIDE DIAGONALS 0 0
A-SINGLE LEDGER PRODIDE MTS12 OR CS16 DIRE 0 6" ON-CENTER GABLE BRACE. FASTEN EACH TRUSS SHOP DRAWING FOR QTY. AND (APPROXIMATELY 457.) TO THE
BETWEEN OVERFRAMING RAFTER
VERTICAL ROOF MEMBER. END W1 3-10d TOENAILS LOCATION. IF MORE THAN (1) LATERAL ADJACENT EXTERIOR PERPENDICULAR
VERTICAL GER S17E & NAILING REACTION L AND ROOF MEMBER. BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING
0-775 2x6 w/ 5 4"Ox6" SDS SCREWS BLOCK TO DBL TOP AS SHOWN. TO FORM A ZIGZAG PATTERN ALL
-0.131 x3. 1850-2345 2x8 w/ 6-/ '1 1�� CONSTRUCTED OF THE SAME BRACING
776-1250 2x8 w/ 8-0.1310 2346-3125 2x12 w/ B-'/.*0x6" SDS SCREWS FPLT W/ 2-H2.5T MATERIAL. THIS REQUIRMENT IS NOT
1251-1540 200 w/ 10-0.1310* NECESSARY AT HIP ROOFS. ALSO
1540-1850 2x12 w/ 12-0.1310* JOINTS ADJACENT ALONG EXTERIOR WALLS PARALLEL TO
PROVIDE SOLID SPF#2 BLOCKING AT PANEL 0.1310" TOE NAILS 0 8"O.C. BOTTOM CHORD BRACING PROVIDE
LEDGER A NOTES: WHERE A LEDGER IS INDICATED ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. /-FROM 50T. CHORD OF TRUSS DIAGONALS IN THE END SPACE
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, TO DBL. TOP PLATE BETWEEN THE WALL AND THE FIRST
LINE OF BOTTOM CHORD BRACING AT A
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT 2x4x6' SYP#2 LATERAL BRACE EA. MAXIMUM SPACING OF 20 FEET. TYPICAL
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE X-BRACE w/ 2-16d INTO BOTTOM 8-10d LSTA12 0 48- D.C. M DBL TOP PLT
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES. COMMONS TO GABLE TRUSS BOTTOM CHORD W/
CHORD OF EA. TRUSS. SDWC15600 0 36" O.C. OMIT IF 0 A
tl�i PERMANENT TRUSS BRACING FIN.MMING
W*34 9 DECK LEDGER AT OVERFRAME RAFTERS GABLE END BRACING SHEATHING OVERLAPS GABLE 12" MIN
LEDGER CONNECTION X. \'-�i SCALE: 3/4" MIN 2 PLY STUD MIN 2 PLY STUD HT A LS
WHEN 8 SS TO LE R CONNECTION BY TRUSS 0 SOA USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. KS'1�11 NOTES: 1. SPACE GABLE END BRACING @ 4'-6* MA IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
SO.1 2. ALL MATERIAL TO BE SYP#2 ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS
ENGINEER. NOT SHOWN FOR CLARITY To SISTER A TO SISTER A OR BEAM GIRDER TRUSS
36. LONGSTUD 36" LONG STUD OR BEAM
MIN 2 PLY
FULL HEIGHT (1)MSTA24 STRAPS STUD FASTEN w/12- FASTEN w/12-
WASHER ARCHORING SPECIFICATIONS L) OVER TOP PLATE (2)MSTA24 STRAPS O.131x3" GUN 0.1310* GUN NAILS (2)MTS1 2
*_ ; IRLAL -1i -_ - SIMPSON HTT5 OR NAILS (2)MTS
@ S 1 11 V FASTEN w/18-10d-\ FOLD OVER TOP PLATE HDU5. FASTEN-\, 0. 12
I'\ FULL HT. ANCHORING SYSTEM: THE THREADED ROD ANCHORING FASTEN W/18-10d 26-10d COMONS DO NOT SCALE DIMENSIONS FROM
DOUBLE SYSTEM SHALL CONSIST OF %"0 A307 THREADED SIMPSON DTT2Z
ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE THESE DRAWINGS.IF A DMENSION 6
SOLE FULL HT. TOP PLATE. N AND TO THE UPPERMOST PLATE AT THE _X1Y_ UNCLEAR REFEJRTO THE
[W/8- Y, 2
UPLIFT PLATE ANCHOR FOUNDATIO SDS SCREWS 'o SIMP ON FULL HEIGHT ARCHITECTURAL DRAWINGS OR
CONNECTOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE T
S CONTACT THE E.O.R
DOUBLE TOP SEE PLAN TOP PLATE, PROVIDE A 2*X 2*x X* STEEL WASHER. LTT20B THREADED ROD (2)H2.5T
PLATE FASTEN WITH A NUT AND ALLOW AT LEAST 3
MINIMUM 2 PLY
WALL STUD THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) FULL HEIGHT THREADED ROD WITHIN 6" OF MINIMUM NAME
q) OR POST. ROD MINIMUM STUD)f EPDXIED 4" MIN OR GIRDER (SEE PLAN) 2 PLY-\ AT 2ND STORY P LAN
FULL HEIGHT ROD INSTALLATION: AT ALL PLATE PENETRATIONS, STUD STUDS PROVIDE SAN TROPEZ - COASTAL
THAN 2 PLY THREADED
A HOI E IN THE PLATE X* LARGER THE AT 2ND STORY ROD Xx6" TiTEN HD
THREADED ROD PROVIDE WHILE TURN TITEN HD STUD EPDXIED THREADED ROD L4L 2 CS18 STRAPS DESIGN/DRAWN/CHECKED
DIAMETER OF THE THREADED ROD USED.
SEE PLAN FLEVA110N TINUOUS RODS ARE PREFERRED, COUPLER� COUPLER TIGHT STUDS PROVIDE 7.5- MIN EPDXIED 4* MIN OR AT BASE OF STUDS
SINGLE CON I CS1 8 STRAPS TITEN HD (FLOOR TO FLOOR) CS / KM /LAP
(SIMPSON CNW OR EQUAL) MAY BE USED IN CASES AGAINST PLATE AT BASE OF STUDS Y2x6
STEEL COUPLER WERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE MINIMUM
FULL HT. ROD SHALL BE INSTALLED APPROXIMATELY CENTERED SIMPSON TITE HD ROD COUPLER (FLOOR TO FLOOR) -2 PLY HOLD DOWN SEE PLA� DATE
RODS THD37634RC A" ROD = DTT2Z
(OPTIONAL, LOCATE ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE (%*x6;Y4") STUD 02.22.17
AS NEEDED) VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO %- ROD = HTT5
AT ILL PLATE AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. SIMPSON DTT2Z SCALE
THE HUT AWW THE UPPEMM PLATE SHML BE /r-W/B- Y4"XlV HTT5 BUILT-UP POST, BUILT-UP POST, AS NOTED
sECuRW OVER INE WASHER SEE PLAN.
FULL HEIGHT ANCHOR INSTALLATION CHART TO A SHUG-TIGHT LPA No.
CmTm PLUS OW-411" TURN OF A STANDAM SDS SCREWS StE PLAN.
FLOOR WRENCH (APPROMA11ILY 30 FT.-M OF TORQUE1
FRAMING @ DUE TO SHRIWA4E AND COMPRESS110114 OF BUIILMG TOLL-17-00063
THREADED - �& SHALL RE-TWTEH HUT TO 30
FULL HEIGHT ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EFGECE 00HTw1ORS;
HOLE HOLE SPEC. DEPTH DIS AN FT.-LOS. OF TOR" AFT811 ALL TRADES ARE CONTROL No.
THREADED ROD FOUNDATION, OOMPLETE AND 70 INSULATION. HTT5 or HDU5 QTT2Z LTT20B OPTION 1 OPTION 2
SEE PLAN PER PLAN. 3/8 14"o 14*0 2x2x1/8"- 4" 14 EPDXY A ALL THREADED RODS SHALL BE ALTERNATE EOR ALTERNATE FOR FULL HEIGHT TR CONVENTIONAL 4596
4 7.5 12" DRILLED & U_Q'VANCHORE SHEET
EMBEDMENT 5/B . :y-O -/,-o 3x3x'/. EPO D. SILL INSTALLATION
DEPTH MONO I STEM CHART FOR EMBEDMENT AND EDGE DISTANCE FULL HEIGHT ROD 5/8" FULL HEIGHT ROD
FULL HEIGHT ANCHOR(9) 1 REQUIREMENTS
WALL SECTION THREADED ROD INSTALLATION CHART FULL HEIGHT ROD ALTERNATE SOA
rz�
4 p RC Ir
S E
B LO
r,5-,\ HOLD DOWN ATTACHMENT DETAIL �DE BE�nS RAPPING
FUL
t-1 4 L HEIGHT THREADED ROD I -=PNO-rE:D ON PLAN
T! Ly S
WOOD FRAME WALL ANCHORING SYSTEM ATTACHMENT �So.i/ TH DIE ON
/072� FULL HEIGHT ES103 �.SO.1/ ALTERNATE
THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN OFFICE COPY
OVERLAP SIDEWALL 4
TOP PLATE H2.5T TOP &
ALWAYS PLACE OTTOM 0 IVAN
. . . . . . . . . . . . . 32" O.C. CRIPPLE
HEADER AT -STUD
TOP OF ROUGH
OPENING
Lou Pontigo and
GARAGEHEADER, Associates, Inc.
SEE PLAN ROOF SHEATHING PER
. . .. . . . . . . . . . . . . HTT5 wl CONSTRUCTION SPEC's
420 Osceola Avenue
. . .. . . . . . . . . . . . . THREADED ROD jax. Beach, Florida 32250
. . . . . . . . . . .. .
/ EPDXIED 12" 10d COMMONS 1/2"x1O" S.S LAG BOLT Ph.242-0908 Fax.241-9557
Py T i 0 6"o.c
SPLICE 2x6 x 4'-6" P.T. SYP NO.2 FL:CA# 8344 SC:CA#3579
EXTEND HEADER TO 2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF
FAR SIDE OF WALL GARAGE HEADEAR, 0 24"o.c TRUSS 0 24" O.C.
7-6x6 P ST AS SHOWN. SEE PLAN 11 .10— __,_ _
2 6 SYP#2 LEDGER H2.5T
FASTEN POST TO w /--I X15" SDS�� - ........
4'-0"x4'-0" PIECE OF WALL
... SHEATING INSTALL AT UPPER GARAGE HEADER S REWS 0 16'o.c 4
w/ (3)MSTA24
(2)2x6 CORNER 1" BELOW GARAGE HEADER
DE AIL A N
JACKS A ON EXTERIOR STUD (TRIMED AS PRE-ENGINEERED- CL4
2 SHOWN) 2x SPF BLOCKING %.
AND (1) i��-�"-;- i e WOOD BEAM PER PLAN WOOD ROOF TRUSSES. 0.
KING.\..."'* ' 12d COMMON RIPPED TO PIT No. 4
BOX NAILS � 6x6 POSTSEE PLAN-,, 1:
WITH GAP SHOWN
FASTE : * -71
N SHEATING To HEADER wl 8d COMMON OR GALV (2)H2.5T WIRE NAILS
FRAMING CL
IN 3" GRID PATTERN AS SHOWN AND 3" O.0 IN ALL PACK SOLID 0 4" D.C. 1�1 -
<
4x4 HORIZONTAL LEG STAGGERED SOFFIT, SEE
(STUDS, BLOCKING SILLS) TYP. w/LUMBER STAT F
6x6 SYP#2 POST. FASTEN POST * 4��- gp
3-1 Od TOENAILS-/ ARCH. Q4
TO FOUNDATION WITH SIMPSON A,
%%B" LAG SCREW
EACH SIDE R
w/ 3-16d SINKERS :,-,�ABU66 & 5/,"0 THREADED ROD RECESSED R 14
DOUBLE BLOCKING A
T PANEL JOINT, NAILED TOGETHER
.0 C4
... EPDXIED 8" MIN.
44 DIAGONAL N
. 0 DOUBLE-/ 1x4 P.T. SYP
o
t64 POST WITH ASU66 THICKENED SLAB EDGE AT 0 TOP PLATE V-4- FASCIA _,00)
w/ %* THREADED ROD GARAGE OPENING.- %%8" LAG SCREW
EPDXIED 12" MIN. RECESSED C h r i s t o p h e r j S a b o u r i n P E
SHEATHING MAY FL PE#71461
44 VERTICAL TERMINATE AT
TOP OF DBL.
ALL EXPOSED METAL TOP PLATE. REVISiONS DATE
CONNECTORS AND
4L
FASTENERS SHALL
BE STAINLESS STEEL RAFTER TAIL DETAIL
SHED ROOF BRACKET DETAIL r4"�N
A �G E�:I� MING LESS THAN 12" GARAGE CENTER WALI.L FRAMING �_2 SCALE: 3/4" = 1'-0"
T ls�� IL SCALE: 3/4" V-0" SCALE: 3/4" V-0*
H A �A A
TRUSS BOT. CHORD TO
TRUSS PER PLAN--,-" GABLE BRACING TRUSS
TRUSS BOT. CHORD TO /10d 0 12" D.C. FIELD ALTEPA-nON
GABLE BRACING TRUSS FASTEN "TOP CHORD" CONTRACTOR SHALL CONTACT LOU
GABLE BRACE TRUSS TO PONTIGO a ASSOCIATES PRIOR TO
w/10d 0 12" O.C.—\ MAKING ANY STRUCTURAL FIELD
WALL w/lOd 0 6" O.C. MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
FASTEN GABLE BRACING BEING APPROVED BY LOU PONTIGO a
TOP PLATE7 VTRUSS TO WALL w/(l 0) ASSOCIATES MAY RESULT IN
KING TUD TO TOP PLATE BELOW 10d EA. END ADDIT�ONAL ENGINEERING OR
SDWC15600 SCREW. SECTION A-A NSPECTION FEES.
A A
4 4 0 10 STUD TO TOP I ATF_
SDWC15600 SMC9--/
REW. L 4-12d TO 2x4 SYP#2 OUTLOOKERS
0 32" O.C. L
L ROOF NAILS (TYP.) 0 24" D.C.
TRUSS
RTUn TO TOP PLATE: STUD TO TOP PLA - /Z H3 OR H2.5T HURRICANE CLIP 0 EA.
SDWC15600 SCREW.-' U
SDWC15600 SCREW.- 0 32" D.C. STUDS TO TOP PLATE STUD TO BOT PLATEa OUTCOOKER TO TRUSS.
0 32" D.C. 130T PLATE TO TRUSS SDWC15600 SCREW.
47x3X" LAG SCREW-�\ 0 32* O.C. LU
HEADER TO J WITH ROUND WASHER Uj
1-MSTA24 AT EACH FLOOR TRUSS
WALL SHEATHING UP LLJ LLI
GABLE END TRUSS.
ROT PLATE TO FRAMING ROT PLATE TO FRAMIN0_ Z
CS1 80 32" D.C. Qg"CS1 80 32- D.C. 29 STUD TO SOT PLATE:
ROT PLATE TO TRUSS TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW.
0 32" O.C.
X%W LAG SCREW
IN
WITH ROUND WASHER BLE BRACING TRUSS
-------- 24" O.0 WALL, SEE E ECTI 0 Z
10d TOE NAILS 0 8" O.C. LU
FROM BOT. CHORD OF TRUSS
TO DBL. TOP PLATE
TRUSS BOT. CHORD TO GABLE)
BRACING TRUSS w/10d 0 Ar D.C. LSTA12 0 48" D.C. M DBL TOP PLT
TO GABLE TRUSS BOTTOM CHORD W/
SDWC15600 0 36" D.C. OMIT IF
jBILISS OR BEAM PARALLEL TO WALL ABOVE SHEATHING OVERLAPS GABLE 12* MIN 0
V&*N 5 WALL STRAPPING DETAIL WHEN 6 WALL STRAPPING DETAIL VMEMN 7 ALL STRAPPING DETAIL GABLE END BRACING 0 Ud
so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 0 so. IS DETAIL ONLY APPLIES MEN NOTED ON PLAN J2 z
SO. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
TOP PLATE eln In ROOF FRAMING
H2.5T 0 32" ON-CENTER-\ UPLIFT CONNECTOR 0 0
2ND STORY#bl A A U
TOP PLATE ELEV. F
ROOF SHEATHING PER
CONSTRI cTION SPEC's
LH2.5T TOP & ROOF TRUSS
BOT. OF CRIPPLE 1/2%10" S.S LAG BOLT MISC
MSTA24 STIR STUD 0 32" D.C.
sl OF HEADER SDWC1 5600 11 A
UPLIFT ATTACHMENT NON-STRUCTURAL FINr%MING
WOOD BEAM PER DETAILS
PER PLAN ARCH
,qTIIn TO LOWER FRAMING- (2)2x6 POST AT EA. JACK STUD JACK STUD
MSTA48 OR CS16 STR7 BRACKET-',,, 0 AT DOOR
0 48" ON-CENTER (2)SD ATDOOR
WC15600
KING STU RAMING
(2)MSTA48 OR CS16 4x4 HORIZONTAL LEG
STRAP EACH END_� (2)MSTA48 OR CS1 6 TRAPS 3-10d TOENAILS
DO NOT SCALE DIMENSIONS FROM
OF WALL SEGMENT EACH SIDE %%8" LAG SCREW THESE DRAWINGS.IF A DMENSION IS
RECESSED i Y4"x3X*
PLAN VIEW TAPCON PLAN VIEW SIMPSON LTT20B UNCLEAR REFER TO THE
RECESSED IN SLAB APCHITECTURAL DRAWINGS OR
SCREW CONTACT THE E.O.R.
2ND FLOOR ELEV. LU 4x4 DIAGONAL w/h"-THREADED
ALL EXPOSED METAL
CONNECTORS AND ROD EPDXIED 4*
%"x8" LAG SCREW PLAN NAME
FASTENERS SHALL RECESSED
BE STAINL��TEE�L i CONC. (SAN TROPEZ - COASTAL)
1 ST FLOOR TOP CONq
PLATE ELEV.
2x6 VERTICAL SLAP SLAB DESIGN/DRAWN/CHECKED
CS / KM /LAP
1 ELEVATION MEW ELEVATKML-VLEW DATE
02.22.17
SCALE
FULL HEIGHT ANCHOR. SEE T]ION A opmt4 8
PLAN FOR SZE AND SPACI OP ASNOTED
(ZMSTA24 STRAP
gInF OF HEAnFR NON-STRUCTURAL BRACKET CONNECTION
LPA No.
DETAIL, REFER TO DETAIL 3/A5.2.81 ON TOLL-17-00063
STENING
CONVENTIONAL STRAPPING OVER HEADER /-1 o--\ ARCHITCETURAL DRAWINGS WHEN FRONT ENTRY JAMB FA CONTROL No.
S 0.2,1 SCALE: 3/4' V-O' THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN 4596
�.�_2 SCALE: 3/4" V-0" SHEET
OFFICE COPY S02
\�,"SHEET 3 OF 9
STAIRS BY
YMBOLS LEGEND
BUILDER-\ 55'-0 ' r�s)
19'-6" 23'-6)1 DESIGNATES FOOTING LINE
121-0)p
\1 DESIGNATES SAWCUT LINE
DESIGNATES SLAB RECESS
_C14
Lou PontiSo and
XXXXXXX
Associates, Inc.
420 Osceola Avenue
X"X 10 lax. Beach, Florida 32250
(D S1.01 Ph. 242-0908 Fax. 241-9557
FL:CA# 8344 SC:CA# 3579
.............
R J.
2
0 KN S1.01 \GEN
CD
10 PAVERS F
C4.) .1 No. 1
T_
-�01 OTHERS]
LO
STAT F
A-,
5w,
OR
4
NAL
Christopher J Sabou rin P E
S1.01 _j 9 S1.01 FL PE#71461
_F S1.01 1
t117_7�
1% REVISIONS DAT?*)
_j
MONO FOOTING T
F3.5 F?,
got 0
STEMWALL wl ' -#5x3
e
DOWELS EPDXIEE 6" MIN. 6^6 1 4- 1
F
:0
6 FIELD ALTERAnON
PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
4" CONCRETE SLAB w/ BEING APPROVED BY LOU PONTIGO&
[�_, 10 4pp 7)_9" ASSOCIATES MAY RESULT IN
FIBERMESH @ 1.5 LBS/CU. D. /. I ADDITIONAL ENGINEERING OR
I S1.01 INSPECTION FEES.
OF CONCRETE OR 6x6 W1,4xW1.4
WWF ON 6MIL VAPOR BARR ER F3.0
IN PREPARED GRADE.-\\
L J_
L %
F _j
F _ _ 2
6 0
S1.01 U
PROVIDE SAW CUTS PER
1 1 4� _+ I 4< Lf)
8'-3" 7" 5/S1.01, BUILDER 10 1 4/
COORDINATE WITH FINISH
7B
FLOOR MATERIAL.
_F3j Si.ol
6
S1.01 UJ U LLJ
.1 PROVIDE 2-#4x4'-O'p 0 1 1 2 7 Z
X1
(10� Ns 1 0/1
/�6
CORNER CRACK BARS-\N
(D :z
1 0 T SLAB MID-DEPTH.
b I I
0)
U 4
-3 _F n
- - - - - - - - - - - -- - - - - - -- - - - - ---
�-j 17 LLJ
F
4
F3.0 V)
S1.01
00 STAIRS BY_//
BUILDER
13' 4 01
LU
I r4
S1.01
SAWCUT SAWCUT
0
0) 3: 1 r3
I < < I'A'si.01)/
6�) 3: '
V)
S1.
9 0
3
MONO FOOTING TO S1.01
opt S1.01 3
STEMWALL w/ 2-#5x3 PZ/_
4 3
8B 1.01
iDOWELS EPDXIED 6" MIN. S1.01 <S F 5.0 S1.01 3
S1.01
9 12P-4" 4 8B 8B
X
S1.01 0- F3
0 1 PAVERS S1.01 Q_ S1.01 FOUNDATION
- Y THEt�§] -0
L IB 0
_J P N
_j%
j L4 L I J_J
F% % \
_Lj I
0 0
0
STAIRS Y Do NOT SCALE DIMENSIONS FFKZ)OMS
THESE DRAWINGS.IF A Dh%ENS N
BUILDER UNCLEAR REFER
To TH
opt pp ARCHITECTURAL DRAWINGS OR
lip- 5-0 5'-0' 8P-Opp 8P-0)t CONTACT THE EOR.
P P)
V-
61;1" 1 4 1 '-4" C
-0)) 1 '-4"
12'-4" "k)
12'-6" 10'-2 PLAN NAME
SAN TROPEZ - COASTAL
FOOTING SCHEDULE AND NOTES 55-09) DESIGN/DRAWN/CHECKED
TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS / KM /LAP
DATE
F2.0 2'-0" 2'-0" 11-01, 3-#5 EA. WAY BOT. 02.22.17
F2.5 2'-6 2'-6- 1 1-011 3-#5 EA. WAY BOT.
FOUNDATION PLAN SCALE
F3.0 3'-0" 3'-0" 11-011 1 3-#5 EA. WAY BOT. SCALE: 1/4' 1'-0' AS NOTED
F3.5 3'-6" 3'-6" 11-0. 4-#5 EA. WAY BOT. LPA No.
F4.0 4'-0" 4'-0" 11-011 4-#5 EA. WAY BOT. TOLL-17-00063
F4.5 4'-65" 4'-6" 11-0.1 4-#5 EA. WAY BOT. CONTROL No.
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 4596
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS,
STEP HEIGHTS. ECT.. SIEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR SHEET
REFERENCE ONLY. OFFICE COPY
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. S100
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED SHEET 4 OF 9
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AN D ANCHORAGE TYPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS.
CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE SOLE PLATE ANCHOR,
/- CORNER BARS (TYPICAL) -#5 CONT., PROVIDE 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Lou Pon n d
AT WALLS GREATER THEN 112" HOOK INTO SLAB. SEE 7B/S1 .01 Associates, Inc.
4'-0" HIGH, NOTIFY E.O.R. MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) BLOCK w/ 1-#5 CONTINUOUS 420 Osceola Avenue
FOR TEMPORARY BRACING WHEN SPECIFIED ON PLAN. SEE ARCH PLAN jax. Beach, Florida 32250
LAYOUT PLAN AND I SLAB ON Ph.242-0908 Fax.241-9557
51" FL:CA# 8344 SO CA#3579
4
PERMANENT LATERAL LAB ON GRADE, 2 GRADE,
I 1-- 71- SE
SUPPORT DETAIL. 1 1 7 EE PLAN. E PLAN.
S
<
-4
Rd.
GRADE OR CONC.
_7
SLAB, SEE PLAN. 8" CMU STEM WALL W/
N�,
S 3 ON
LAI #4 VERTICAL DOWELS @ 24" O.C.
41
#4 DOWEL TO MATCH VERT. ,--\ -,,- \x In
SHOWER PAN PES TO DRAIN, SEE ARCH I
90* BEND INTO FTG. No.7 6
STEMWALL REINFORC MIN. SLAB THICKNESS.
tiso a
PLAN. MAINTAIN SEE P AN
STEMWALL SCHEDULE GRADE
ING (SEE L
SCHEDULE) w/ `6" HOOK INTO z
00 < STAT
CMU
COURSES A-
REINFORCING FOOTING. LAP VERT REINFORCING
4 C4
25" IF STEMWALL IS GREATER _j
*14ORI
1 TO 6 #4 VERT. 0 48"O.C. -SES. CONTINUOUS CONCRETE
NAL
THAN (3) COUR, STEMWALL, SEE 1 /S1 -01 FOOTING
7 TO 10 #4 VERT. @ 24"O.C. CLEAR Ifillig-10%
CONT. CONCRETE FOOTING
11 TO 12 #4 VERT. @ 8"O.C. TYP
Christopher I Sabourin PE
w 1W)w e.1—STORY, w/(2)#5 CO T. FL PE#71461
STEMWALLS OVER 6 COURSES TO 1 0"x20"
HAVE TRUSS TYPE HORIZ. JOINT
10"d x 20"w __�2—STORY, w/(3)#4 0 (2)#5 CONT.
REINF. BETWEEN EVERY OTHER wl 2—#5 CONT. ���SIONS DATI��
COURSE. FILL CELLS SOLID.
GARAGE STEM WALL
FOOTING W/ SHOWER RECES 3
STEMWALL FOOTING r2""`�
1 (IF REQUIRED)
\Z-2-111i SCALE: 3/4" = V-01P .�01 (IF REQUIRED)
rRIELD ALTERA-nON
CONTRACTOR SHALL CONTACT LOU
TYPICAL WALL FRAMING AND ANCHORAGE PONTIGO&ASSOCIATES PRIOR TO
PER CONSTRUCTION SPECS. MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE OMINAL
CONSTRUCTION DOCUMENTS.ANY
(1)#5 CONTINUOUS, PROVIDE FIELD ALTERNATIONS MADE PRIOR TO
STEP, SEE BEING APPROVED BY LOU PONTIGO a
CORNER BARS (TYPICAL) ASSOCIATES MAY RESULT IN
ARCH. ADDITIONAL ENGINEERING OR
12" HOOK INTO SLAB. (4" MAX.) EQUAL TO SLAB INSPECTION FEES.
THICKNESS,
7B @ SLAB RECESS
SLAB ON GRADE,-*�V__
SEE PLAN BRICK VENEER IS
ACCEPTABLE WITHOUT U
WALL FRAMING INCREASE OF FOOTING
SIZE.
WALL FRAMING
1" DEEP SAWCUT w/ SLAB ON GRADE,
2—#5 CONT. STEP, SEE ARCH. PL
SEE PLA AN. SLAB ON
I —— GRADE,
8" CMU STEM WALL W/ ELASTOMERIC SEALANT N 4
SLAB ON
.C. SLAB ON
SEE PLAN.
#4 VERTICAL DOWELS @ 24" 0 GRADE—
GRADE, 4L_ 00
90* BEND INTO FTG. I SEE, PLAN _4
I SEE PLAN. 4
LLJ
4
NOTES:
1) PROVIDE SAWCUTE TO CREATE
_j I
0 APPROXIMATE 12' X 12' MAX. SQ.
CONTINUOUS CONCRETE_',,� 2) SAWCUT CONC. SLAB WITHIN 4 TO 3- ------
FOOTING 3" CLEA 12 HOURS OF CONIC. PLACEMENT. OPTIONAL 8"xl 6" 1—STORY, w/(2)#5 CONT. 11—STORY, w/(2)#5 CONT. Z n
TYP !�_ 2" FLAIR 8%20" " I e 8"060,' 1., 0
10%20" 2-STORY, w/(2)#5 CONT. 8%20" ,--2—STORY, w/(2)#5 CONT. ry Uj
w/ 2—#5 CONT. 00 Lf)
r7 MONO. FOOTING AT STEP-DOWN
STEM WALL AT GARAGE r5 SAW CLIT DETAIL BEARING AT INTERIOR D
�-01
\I.. -�01 SCALE: 3/4" = V-0" 0/ 0
LLJ
Z
TYPICAL WALL FRAMING PAVER BY
MATCH DOOR AND ANCHORAGE PER OTHERS
WITH, SEE ARCH. RECESS CONSTRUCTION SPECS. BOND BEAMw/1—#5
I SLAB ON I I
A 4 GRADE, _1hqz__ k— — 0 0
-- SEE PLAN. 0 , , \ 11 --,,
X 8
< " MASONRY U
PAVING
I SLAB ON STEM WALL W/
BY BUILDER j 1 .04- \ I
12"x12" 1#5 CONT. GRADE C) 1—#4 @ 48" O.C.
I7_____1DETAIL 8B z r SEE PLAN. GRADE OR CONIC.
E.J. SLAB, SEE PLAN._� X\
11 04
MATERIAL 2� X 00
SLAB ON < -
4
GRADE,
0 0 2�
SEE MISIC
PLAN. C14
Ax ALT. FOOTING AT 4
_��\\\�� .
BUILDERS DISCRETION. FRAMING
THICKENED EDGE #3 @ 48" O.C. aR-- DETAILS
wl 1—#5 CONT. DETAIL 8A ROD CHAIRS (TYP.) (2)#5 CONT.
12" 1—STORY, w/(2)#4 CONT. 2" THICK x 20" WID
16"_� 2—STORY, w/(2)#5 CONT.
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 5
MONOLITHIC EDGE FOOTING PORr7H STEM WALL UNCLEAR REFER TO THE
RCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
THICKENED SLAB r9
r8 -�01 SCALE: 3/4" V-0" \11il�-o 1 /'*'—P LA N N A M E
-�01 I SAN TROPEZ — COASTAL
DESIGN/DRAWN/CHECKED
CS / KM /LAP
DATE
02.22.17
SCALE
AS NOTED
LPANo.
TOLL-1 7-00063
CONTROL No.
4596
SHEET
OFFICE COPY S1 ,01
SHEET 5 o
SYMBOLS LEGEND
DESIGNATES SHEARWALL, THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
SW. 3/6 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
3" O.C. EDGE & 6" D.C. *IN THE
(2)MSTA24 EA FIELD*
DESIGNATES THE HEADER SIZE, NUMBER
END OFBEAM (2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
'__j�2�2xl 2-1 Lou Pontigo and
................. BEAM OR TRUSS, SEE PLAN Associates, Inc.
ANCHOR, LEGEND 420 Osceola Avenue
jax. Beach, Florida 32250
Ph. 242-0908 Fax.241-9557
A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1 FL:CA# 8344 SC:CA# 3579
(2)MSIA24 EA-1 11
END OF BEAM \_(2)MSTA24 EA A307 DIAMETER FULL HEIGHT
END OF BEAM X5 THREADED ROD, SEE DETAIL 12/SO.1
4,0014................44
go 4
> A307 DIAMETER THREADED
,e
_j ROD TERMINATES AT FIRST FLOOR 40
TOP PLATE, SEE DETAIL 12/SO.1 E
L0
00 00 A307 DIAMETER THREADED No. 1 ir-
ROD TERMINATES AT FIRST FLOOR
TOP PLATE. SEE DETAIL 12/SO.1
STAT F
_j SIMPSON HTT5 SEE DETAIL 15/S0.1
% e A4,
cl� C4
SEE 3/SO.1 FOR BEAM N A 'V
STRAP HEADER PER [CONN. (TYPICAL) SIMPSON D172Z SEE DETAIL15/SO.1 I... ....A0
DETAIL 7/SO.1. SW 3'P/6pp Christopher I Sabourin PE
SW 3"/6" S1.1 70, SIMPSON LTT20B SEE DETAIL15/SO.1 FL PE#71461
(2)2x6-1/1�
D2 2)2x6-
12* LONG LIGHT GAUGE STRAP -90NS
t 31 r REVI DAT��
LSTAII 2 FASTEN TO TOP PLATE AND STUD
R WITH 5-10d COMMONS
(4)2x6 STRAP HEADER
SPF#2
\-EACH END
WALL STUD SCHEDULE
POST.
7
T W/1,2)MSTA24.
PLATE STUD SIZE
X LOCA11ON HEIGHT & SPACING
C'4
9.
C14 EXTERIOR -1. 2X4 SPF#2 0 16* O.C.
MAX
EXTERIOR 10,-1 2x6 SPF#2 0 16* D.C. 2C
MAX 2x4 SPF#2 0 12" O.C.
10'-1 TO
EXTERIOR 14'-0" 2x6 SPF#2 0 16* O.C. FIELD ALTERA-nON
10'-0" CONTRACTOR SHALL CONTACT LOU
F- INTERIOR 2x4 SPF#2 0 16' O.C.
MAX PONTIGO a ASSOCIATES PRIOR TO
Ld 12'-0" 2x6 SPF#2 0 16" D.C. 2[ MAKING ANY STRUCTURAL FIELD
0 C14 04 INTERIOR MAX I 2x4 SPF#2 0 12" O.C. MODIFICATIONS WHICH MAY VARY
Z*z FROM THE INTENT OF THE ORIGINAL
Lij m LL_ CONSTPUCTION DOCUMENTS.ANY
> FIELD ALTERNATIONS MADE PRIOR TO
0 Cq
U) 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE BEING APPROVED BY LOU PONTIGO a
m Lo ASSOCIATES MAY RESULT IN
10- 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. ADDITIONAL ENGINEERING OR
F_ X (2)2x4 CONTRACTOR MAY INCREASE STUD SIZE TO MEET
C`4 3Nx7" N I F#2 ARCHITECTURAL REQUIREMENTS.
1.8E (/_SP
V) RUSS T18 ABOVE
PSL POST. POST. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
V) YELLOW PINE.
V) C(2)2x8-1/2:) A 4
:D 10 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
03 \\-SPF#2
(2 6-1 1 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS 7 Z
T
\V POST. TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" D.C.
3) MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
9)(4 X SHEARWALLS
U
ILL
III SPF#2 N
OST. COMBINED USE PANEL NOTES
co
2x6 1. EXTERIOR WALL SHEATHING SHALL BE
WALL-7\,, (4)2x6 SPF#2 POST. CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
STUDS TO SLAB w/ SPLICE LOCATIONS FOR MULTI STORY COND11IONS
FASTEN TOP OF WALL
(2)LTT20B.
PER DETAIL 5/SO.1. )2x6 z,- 2. SEE SHEET SO.0 FOR WALL SHEATHING
LJ SPECIFICATIONS. U
3. UPPER MOST TOP PLATE SUPPORTING ROOF
(2)1.75x9.25 1.9E LVL-2/2 X MEMBERS SHALL BE STRAPPED AS SHOWN IN
DETAIL 1/SO.O
---------- ---------- T
00 (2)9y 2)2x6
X 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
SW: 3 N SPF�2 3/SO.O
/6 1
J. C14 1 T. n
OSB WALL !_
I - /r- 0
Z/
SHEATHING. GENERAL NOTES
r ---------- - ------- __:- -----------
1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
04 ,0�; 0� LLJ
SW: 3/6
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
STRA I \L(3)2x6 SIZES AND SPACING. AT GIRDERS AND BEAMS, Ln
_j -_ \_OSB WALL I
HEADER 5!
:_ACH END PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
SPF#2
SHEATHING.
8 PLIES.
00 w/( ?)MSTA24. POST.
X
2. SEE SHEET SO.0 FOR ROOF AND FLOOR j 4<
SHEATHING SPECIFICATIONS.
LO
3. WERE FRAMING MEMBERS CONSIST OF MULTIPLE
SHEARWALL NOTE: SW: 3/6 PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
BRACE TOP 0
OF WALL PER LIJ TOGETHER PER DETAIL 6/SO.O L
SW: 3/6 DESIGNATES SHEARWALL > > m z
/_1/S0.1, Sim. 0 0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
NAILING - 8d @ 3" EDGE AND 6" "FIELD" m co 3/SO.O
<
00 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
SOLE PLATE ANCHORS SEE SCHEDULE ON 0 ATTACHMENT PER DETAIL 5/SO.1
ON DETAIL 3/SO.O OPEN TO
X 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
ABOVE V) TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1 0 0
:D C14
7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
STRAP HEAD j
VERY IMPORTANT NOTE: AND HOLD DOWNS
EACH EN 0 6x6 POST \WM 'H ABU66
w/(2)MSTA2 X
BOTTOM OF HEADER C14 wl %" THREADED ROD
EPDXIED 12". SEE 1/SO.2
00
2x10 LEDGER. FASTEN X (3)2x6 SPF#2
CN 6x6 POST w/ABU66 I CS18 STRAPPING DETAIL
TO TRUSS w/ (4)10d 04, :E (2)2x8 /3:) (2 i2+-_l/jl /-POSTw/ HTT5 @
BASE OF STUDS. SEE DETAIL 2/SO.2. (3)2x6 SPF#2
@ 16" O.C. CS18 STRAP w/ 10"
POST wl HTT5 @ END LENGTH. FASTEN FIRST FLOOR
FYJYAMB FASTENING TRUSS TO ABOVE BASE OF STUDS. _+ -
2x4 BLOCK THIS END w/ 9-10d.
STRAP HEADER SEE 11/SO.2 nF
@ 24" O.C. z _
PER _7/SO.1. GARAGE HEADER WALL FRAMING Uj 0
z
Lq
SHEATHING (3)2xl2 ------------- PLAN
(3)2xl 2 DQ- VERY IMPORTANT NOTE:
NAILER ((3)2x10-1/2 GARAGE HEADER GARAGE HD D R_ 6x6 POST WITH ABU66
X N-_,-+ (2)2xl2
(2)2xl 2 w/ %" THREADED ROD -NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
STRUCTURAL EPDXIED 12". SEE 1/SO.2 TRUSSES-
2 SDWC1 5600 ( )2xl 0
BRACKET SEE DETAIL--// J DO NOT SCALE DIMENSIONS FROM
@ 24" O.C. VERY IMPORTANT NOTE: OR JOIST. THESE DRAWINGS.IF A DIMENSION 6
SDWC15600 EACH TRUSS NON-STRUCTURAL UNCLEAR REFERTO THE
3/SO.2 (2 PLACES) SHEATH CONTINUOUS (2)MSTA24 EA 6x6 POST WITH ABU66 z r= ARCHITECTURAL DRAWINGS OR
_/ � wo
CRIPPLE STUDS @ 16"o.c, NAIL TO PRIOR TO FRAMING END OF BEAM w/ WTHREADED ROD BRACKET SEE DETAIL WALL FRAMING 10 z CONTACT THE E.O.R.
ADJACENT STUD w/3-10d COMMONS \-BEAM PER BUMP CUT. EPDXIED 12". SEE 1/SO.2 10/SO.2 (3 PLACES) CS�18 STRAP W/ 10" N NAME
PLAN END LENG111. FASTEN Z _
(S7AN TR07PE COASTAL
WALL SHEATHING 6x6 SYP#2 POST w/ NON-STRUCTURAL THIS END w/ 9-10d.
(2)2x6 SYP#2 ABU66 (3 PLACES) BRACKET AND DESIGN/DRAWN/CHECKED
PLATE WALL SHEATHING TRELLIS BY BUILDER. SOLE PLATE ANCHOR SPACING SCHD CS / KM /LAP
CONNECTING BUCK AND PLATE DATE
ALL EXTERIOR WALL 42" O.C. 02.22.17
10d COMMONS w/8d @ 3" EACH SIDE UNLESS OTHER NOTED
Cox SCALE
SHEARWALLS 24" O.C. AS NOTED
2x4xl2" LONG ADJACENT FIRST FLOOR FRAMING PLAN (SW BdOY/6-) LPA No.
TO STUD. FASTEN TO HEADER 0 SOLE PLL"__� WHEN NOTED ON PLAN TOLL-17-00063
WITH 2-SDWC15600 SCREWS. SCALE: 1/4" l'-O' I SEE NOTE 2 CONTROL No.
1. INSTALL SOLE PLATE ANCHORS PER DETAIL 4596
WOOD FRAMED HEAD ABOVE SLIDING GLASS 3/SO.O SHEET
2. ANCHOR SPACING SHALL BE AS NOTED. FOR
EXAMPLE - SOLE PLT 0 36" = 36" OFFICE COPY S101
ON-CENTER SPACING
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
Floor Truss Connector List Roof Truss Connector List FRAMING PLAN NOTES-
2 RAFTER TAILS, 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)SDWC CONNECTOR.
SOA S DETAIL 4/SO.2 Manuf Product Qty Manuf Product Qty 3. FOR GENERAL DEMGN SPECIFICATIONS SEE SHEET =
USP MSH422 1 USP JUS24 8 4. WEN USING (2)H2.5T CLIPS ON INIDE LUMBER. PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
T26
USP THD26 2 LISP THD26 16 ontigo an
TRUSS Associates, Inc.
USP THD48 12
USP THD26-2 1 FASTENING DETAILS 420 Osceola Avenue
Jax. Beach, Florida 32250
USP THDH26-2 1 Ph.242-0908 Fax. 241-9557
# 8344 SC:CA#3579
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
A' .......
^2 .......11%
r27'� I I/ '%% -1
STRAP TRUSSES AND ROOF RAFTERS TO BEARING 40�- 0 1
. �Iel%R j
',77 SO.1 1,41*11494
-12D TOENAILS & 1-SIMPSON SDWC15600 \0 E N CL4
- - - - - - WI TH 2
4
�/wll� SCREW UNLESS OTHERWISE NOTED C'4
C .4:
No
---- - - - - - - - - - - - - - - - -
RAFTER TAII S, SHEATH UPPER WALL S IF
SEE DETAIL 4/SC .2 - - - - - - - - - - - - - THRU LOWER ROOF TO
1ST LEVEL BOTTOM PLATE.
X STUD DIRECTLY
4 S TOP PLATE TO
IBELOW TRUS']
SO.2 5 0 STUD SDWC15600 Christopher I Sabou rin P E
IT24
FL PE#71461
SOA
Z
Z7�� 5 :5
zz4 K 4 4 4 z 4 TRUSS TIE DOWN WITH SIMPSON SDWC
1-90NS DATE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - F . ... . .. .
THD413
Cs
F03
THD48 Rafter to Top Plate shown
Truss to Top Plate similar
(2)HTS1t1 D TZ3
11 J02
F03
THD48
0 Optimal 22)1�
T!25 F03 0 0
(D T�2 0 0'
THD48 13- tn (D
CL LO 39
Q 0
U-06 F03 3.1
0 0
:FHD48 (,() 0 0 FIELD ALTERA"IFION
RAFTER TAILS, M V)--,, l'- U)
SEE DETAIL 4/SO.2-N\.,, U) 2x6 BLOCKING BELOW Izu RAFTER TAILS, UD DIRECTLY PONTIGO 8 ASSOCIATES PRIOR TO
D U) 3r. MAKING ANY STRUCTURAL FIELD
THD48 Of LLI WALL. FASTEN EA END w/ Z) SEE DETAIL 4/SO.2 BELOW TRUSS Y2"Max MODIFICATIONS WHICH MAY VARY
I i D F-- F- LLI
FROM T
tj I F03 < (4)10d TOE-NAII-S (TYP.) CONSTRUCTION DOCUMENTS.ANY
L -j FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO
....THD48 ISDWC15600 TOP PLATE TO
ASSOCIATES MAY RESULT IN
5600 INSPECTION FEES.
r4 (2)HTS1 6-\ -HTS16
THD48 1. Sloped-roof rafters may be sloped up to and including
a 12:12 pitch and must be 'birdsmouth* cut.
0 CF03 118 2. Reference detail 4 for installation instructions.
-H TS1 6-
JUS2,f
0 THD48 '7 '&ING
H 5; OSB BLO z
U6 1 F03 .X (4 TS SIMPSON SDWC INSTALLATION RANGE
PER E 1 6\/
THM 5E/S0.1 JUS24 11
- 1 1 - P U
J(F6- F03L'�N' I lis
N 4 Ln
THD48 JU A ��-�2
F03 Uj
H I t'l THD48
H
7711 F03 I ! I
JUS24 j
D
EJ07 F04 Uj
OSB BLOCKING
X2!� DETAIL
PER �-4US24
5E/S0.1
OSB BLOCKING PER" F04 ��4)HTS11
< 00 D u- STUD NOT DIRECT
UL 11 k
DETAIL 5E/S0.1 J4D LID LO U) LL
i2f Z -603 a.
ILL. C14 0 C)
C) Z
WOOD ROOF TRUSSES. HTS16 --- Ro_te- Reference detail 2a for installation angle limit
F- 0 LL
PRE-ENGINEERED-/ V05 11BELOW TRUSS SDWC15600 0
0 nl
z Z
0
0
0
SEE DETAIL �U-j C' 0 F-- TRUSS TO TOP PLATE w/ SDWC1 5600 V)
< Uj <
6/SO.2 FOR -j > SDWC INSTALLATION
-j < < W -UA V06,1
RAFTER TAIL.
< -j
Uj N
LIJ N <
0 N V07
Uj :2
3. Rafter to Top Plate shown
LIJ - z LLJ
0 (Truss to Top Plate similar)
CL -j F- 4-- LLj
LLI
> LLJ >- FOE z
-i �- y 11 11 11 11 ill 11
N Ld M (A 2x6 BLOCKING BELOW
M F- LL' W
< (n -i LI- 0 WALL. FASTEN EA END w/ 0 ISTUD NOT DIREUL�j
Uj -j > <
1�4 I W T-
0-// U- (4)10d TOE-NAILS (TYP.)
SDWC1 560
4 Do not install SDWC in
to hatched area
2x4 NON-LOAD BEARING X 1^0
PONY WALL. FASTEN TOP (N 0 0
2x6 BLOCKING BELOW SDWC15600
& BOTTOM w/SDWC15600 U
WALL FASTEN EA END w/ r-r-
FRAME UPPER LEVEL CONT. @ 32" O.C. S1.2 N
N (4)10*d TOE-NAILS (TYP. Overhang 1 1/2' MIN
N 70 4
N
FROM 1ST LEVEL TOP PLATE N
TO 2ND LEVEL TOP PLATE. ROOF SHEATHING. N "4:;�
DO NOT FRAME KNEEWALL @ 5-1 Od.-\ V03
FLOOR SYSTEM ELEVATION. L- I I I SDWC INSTALLATION RANGE
�1 W/K////I A 0 KIIA W,/I Z/1 2)HTS16-
_PRE-ENGINEERED co r. FLOOR AND
1�x N V02
L0 M
WOOD ROOF TRUSSES. CD 112 0
C;1 X
CD"Z1 C) [am-
ROOF TRUSS
.14 14 C4 (2)HTS1 6 Rafter or Truss
2
x6 LEDGER. 2x4 BLOCKING
t
PLACEMENT
FASTEN I V* minimum edge
@ 24" O.C. KXXJ 40000=
w/5-1 Od @ V 4 T1 distance for full
SO.2 values (with or Splice may be in upper or PLAN
EACH END. RAFTER TAILS, without a plate te
splice)
J1 T- SEE DETAIL 4/SO.2
5-1 Od. DIAGONAL RAFTER TAILs7, - L, - - I !- I I] - - RAFTER TAILS, Sim. Do NOT SCALE DIMENSIONS FROM
BRACE @ SEE DETAIL 4/SO.2 4 2x6 SYP#2 JOISTS SEE DETAIL 4/SO.2 5 \-2x6 RAFTER THESE DRAWINGS.IF A DIMENSION 6
24" 0.C. OSB SOFFIT SEE UNCLEAR REFER TO THE
SO.2 @ 16" O.C. w/ SO.0 TAI LS X* from top plate ARCHITECTURAL DRAWINGS OR
2/S0.1 SIM. SDWC1 5600 EA END splice Offset CONTACT THE E.O.R.
for full values STUD NOT DIRECTL-�
11BELOW TRUSS PLAN NAME
rSAN TROPEZ - COASTAL
DESIGN/DRAWN/CHECKED
FLOOR AND R00F TRUSS PLACEMENT PLAN CS / KM /LAP
SCALE: 1/4" 1'-0" DATE
SDWC AT TOP PLATE SPLICE 02.22.17
SCALE
AS NOTED
LPA No.
TOLL-17-00063
CONTROL No.
SECTION 4596
SHE
'-N.�.2 SCALE: 3/4" V-101" OFFICE COPY ET
S12
OF�9 �
�SHEET�7
J
SYMBOLS LEGEND
DESIGNATES SHEARWALL THE HIDDEN
---------- LINE DESIGNATES SIDE OF WALL THE
SW: V14 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
Y O.C. EDGE & 6" O.C. "IN THE
FIELD-
DESIGNATES THE HEADER SIZE. NUMBER
(2)2x8-1/2 OF PLYS & JACK/KING STUDS NEEDED
FOR SUPPORT HEADER.
Lou Pontigo and
BEAM OR TRUSS, SEE PLAN Associates, Inc.
ANCHOR LEGEND 420 Osceola Avenue
jax. Beach, Florida 32250
A307 DIAMETER FULL HEIGHT Ph. 242-0908 Fax. 241-9557
X THREADED ROD, SEE DETAIL 12/SO.1 FL:CA# 8344 SC:CA#3579
%" A307 DIAMETER FULL HEIGHT
X5 THREADED ROD, SEE DETAIL 12/S0.1
R J,
A307 DIAMETER THREADED gw*%.
ROD TERMINATES AT FIRST FLOOR GE
TOP PLATE, SEE DETAIL 12/SO.1 N\> %
A307 DIAMETER THREADED
IN 61
ROD TERMINATES AT FIRST FLOOR
(&5 TOP PLATE, SEE DETAIL 12/SO.1
S OF
SIMPSON HTT5 SEE DETAIL 15/S0.1
NA
ER WALL
SHEATH UPP SIMPSON DTT2Z SEE DETAIL15/S0.1
THRU LOWER ROOF TO
1ST LEVEL BOTTOM PLATE. Christopher J Sabourin PE
00 SIMPSON LTT20B SEE DETAIL15/SO.1 FL PE#71461
�0-
U) (2)2x6-2/2
F(2)M-71/2D Z2)2�x fro=-1 1� DATE��
12" LONG LIGHT GAUGE STRAP
LSTA1 2 FASTEN TO TOP PLATE AND STUD
-10d COMMONS
00 00 �0- 0 (2)2x6 SPF#2
U) POST. STRAP TO WALL STUD SCHEDULE
V) c� PLATE STUD SIZE
�72x6SPPF#2
Tr�A Tn
BELOW wl (2)CS18.
V) 0 LOCATION & SPACING
HEIGHT
0 Ld (If r1- EXTERIOR W-1. 2x4 SPF#2 0 16* O.C.
1-1 > Ir- MAX
0 0 -j 10`-1 2x6 SPF#2 0 16" D.C.
Go 0 EXTERIOR
OVE < MAX 2x4 SPF#2 0 12" D.C.
< LLJ 10,-1 To
Do -j 0 EXTERIOR 2x6 SPF#2 0 16* O.C. FIELD ALTERA-nON
17- -1 11V-O'
(2)2x6 SPF#2 Ln io'-O" CONTRACTOR SHALL CONTACT LOU
< Of INTERIOR 2x4 SPF#2 0 16" D.C.
POST. STRAP TO V) MAX 0 8 ASSOCIATES PRIOR TO
0- 12'-0" 2x6 SPF#2 0 16' D.C. 2r MAKING ANY STRUCTURAL FIELD
LLJ BELOW w/ (2)CS18. :D '�Kswv z INTERIOR MAX 2x4 SPF#2 0 12* O.C. MODIFICATIONS WHICH MAY VARY
PONTIG
4 LJ
FROM THE INTENT OF THE OR)GINAL
CONSTRUCTION DOCUMENTS ANY
V) 0 CMXUIQ= FIELD ALTERNATIONS MADE PRIOR TO
-j
< LLJ 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE BEING APPROVED BY LOU PONTIGO&
0 LL. 120 ASSOCIATES MAY RESULT IN
-j - 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. NAL ENGINEERING OR
Ltj 4 (2)2x6 SPF#2 I ADDITIO
m POST. STRAP TO CONTRACTOR MAY INCREASE STUD SIZE TO MEET INSPECTION FEES.
��01 ARCHITECTURAL REQUIREMENTS.
U)
V) BELOW wl (2)CS18. 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
YELLOW PINE.
4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
FASTEN WALL TO TRUSS TO CONCRETE $LAB w/16d MASONRY CUT NAILS 0 16" D.C.
MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT
BELOW PER DETAIL 7/SO.2. SHEARWALLS U
<
COMBINED USE PANEL NOTES Ln
z
0 U) 1. EXTERIOR WALL SHEATHING SHALL BE
U) I*- C14 CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
17- r4
< CS1 8 @ B TOM OF STUD TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
LL- WHERi,,-NO E . SEE DETAIL U) SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
<
ATBOT IGHT OFPAGE. 3:
2. SEE SHEET SO.0 FOR WALL SHEATHING
0- _j SPECIFICATIONS. LLJ LLj
<
LLI 3. UPPER MOST TOP PLATE SUPPORTING ROOF
V) MEMBERS SHALL BE STRAPPED AS SHOWN IN 7 Z
-j DETAIL 1/SO.O
< Of-
(2)2x6 SPF#2 (2)2x6 SPF#2 z LLI 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
POST. STRAP TO 0 a_
POST STRAP TO 3/SO.O
BELOW w/ (2)CS18. BELOW w/ (2)CS18. 0
USS 42 AE�VE Z 0
Ld _j GENERAL NOTES
> U-I
zm
0 1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
0 :2 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
-j < SIZES AND SPACING. AT GIRDERS AND BEAMS,
0 w
CD PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
PLIES.
2. SEE SHEET SO.0 FOR ROOF AND FLOOR
0 SHEATHING SPECIFICATIONS.
C)
V)
3. WERE FRAMING MEMBERS CONSIST OF MULTIPLE
< PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
TOGETHER PER DETAIL 6/SO-O
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
< 7
Ld (2)2x6 SPF#2
FASTEN WALL TO BELOW 3/SO,0
POST. STRAP TO
0
Cf) PER DETAIL 7/SO.2
w -j 5. AT SHEARWALLS, PROVIDE DIAPHRAGM
>- LLJ BELOW w/ (2)CS1 8. 1 Of Ld C-4 ATTACHMENT PER DETAIL 5/SO-1
F-
_j n m
V) C;
4- 0
< 0 OPEN TO V) U) 6. FOR ATTACHMENT OF EXTERIOR WALLS THAT
- \ TRUSST33 ABOVE U) TERMINATE BETWEEN TRUSSES, SEE 5A/SO.1
z 0 0 �- < 0 0
0 0 BELOW � D
Of
m 0 F- 7. AT PORCHES, SEE DETAIL 2/SO.1 FOR FRAMING
z UJ LO I U
z .1 AND HOLD DOWNS
LLJ U) Q 0 (2)2x6 SPF#2 Z 0
> V) 3: z
CIO < \-POST. STRAP TO Uj
< (n > C)
OW z -i CSIB STRAPPING DETAIL
0 F- 6 1-13- BELOW W/ (2)CS1 8. 0,�N 0 -1 ft�
0 (2)2x10-1/D2 -"C
3: CS18 STRAP w/ 10"
END LENGTH. FASTEN
X
< THIS END w/ 9-10d.
(2)2xlO WALL FRAMING
w Uj
1Lj 0 0 z
I- - STRUCTURAL 16�tl SECOND
( cr_
LC Lij ,-BRACKET SEE DETAIL .....
FLOOR
X q- FASTEN WALL TO BELOW 3/SO.2 (2 PLACES)
Ld C14
PER DETAIL 7/SO.2. \_NO NAILS REOUIRED
e- IN CLEAR SPAN MINA-IMING
x FLOOR
X TRUSSES
N 63 JOIST.
01 OR F-- PLAN
Ui 0
WALL FRAMING z
Ar- r(3)2x8-1/2� DO NOT SCALE DIMENSIONS MOM
THESE DRAWINGS.IF A DIMENSION 5
CS18 STRAP w/ 10" UNCLEAR REFERTO THE
T END LENGTH. FASTEN ARCHITECTLP-AL DRAWINGS OR
0.131xY @ 6" O.C. CONVENTIONALLY STRAP WALL Co
EDP
2x6 BLOCKING HEADER BELOW PER DETAIL 9/SO THIS END wl 9-10d. N�=TDHE
A
NAME
N
TOP PLATE TO STUDS w/ (7SAN7TR70PEZ _ COASTAL)
SDWC15600 @ 32" O.C. DESIGN/DRAWN/CHECKED
SECOND FLOOR F MING PLAN CS / KM /LAP
DATE
SCALE: 1/4' 02.22.17
SCALE
AS NOTED
LPA No.
GIRDER PLATE TO TRUSS: TOLL-17-00063
TRUSS FLOOR SDWC1 5600 CONTROL No.
TRUSS 4596
SHEET
1 ECTION OFFICE COPY S13
S1.3
10I
SYMBOLS LEGEND
HTS16 DESIGNATES UPLIFT CONNECTION.
MIA
FRAMING PLAN NOTESm
1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O.
2. FOR SPECIFIC UPLIFT CONNECTORS. SEE PLAN. MIN. (1)SDWC CONNECTOR.
3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET
4. WHEN USING (2)H2.5T CLIPS ON 1'/,* WDE LUMBER, PLACE CLIPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
Lou Pontigo and
TRUSSAssociates, Inc.
420 Osceola Avenue
FASTENING DETAILS jax. Beach, Florida 32250
Ph. 242-0908 Fax. 241-9557
FL:CA# 8344 SC:CA#3579
ER J,
%
'4
Q No.7
S ' OF
�P, % A,
STUD DIRECTLY
RAFTER TAILS, IBELQW TRU S TOP PLATE TO
4 SDWC15600 STUD SDWC15600 Christopher j Sabourin PE
SOA /-H TS1 6 FL PE#71461
10 SEE DETAIL 4/SO.2 SO.2
—]IA- I I TPZUSS TIE DOWN WITH SIMPSON SDWC
T54 - —� I REVISIONS DATE
i
I ZZ
X/V zz YZ AA P co
'4 N LO AD
3 Rafter to Top Plate shown
I ID26 GABLE END Truss to Top Plate similar
BRACE GEB02
j Optimal 22)�
ID26 SEE 8/SO.2
10,
3V
THID216J
M
52 FIELE) ALTERAnON
THD26 CONTRACTOR SHALL CONTACT LOU
STUD DIRECTLY: PONTIGO&ASSOCIATES PRIOR TO
Z11 MAKING ANY STRUCTURAL FIELD
BELOW TRUSS MODIFICATIONS WHICH MAY VARY
Y2"Max FROM THE INTENT OF THE ORIGINAL
THD26 CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
;'�THTS`16 I I-- BEING APPROVED By LOU PONTIGO a
150 SDWC15600--;/ TOP PLATE TO ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
THI STUD SDWC15600
-HTS1
9 1. Sloped-roof rafters may be sloped up to and including
a 12:12 pitch and must be *birdsmouth* cut.
2. Reference detail 4 for installation instructions.
T4-8-
SIMPSON SDWC INSTALLATION RANGE z
RAFTER TAILS,
T47 SEE DETAIL 4/SO.2 U
47 Ln
RAFTER TAILS,
Uj
SEE DETAIL �/SO.2 r)
46
T45
Lij
-1744 4 7 z
43 HTS1 IRECTI Z n
17 - S SDWC15600\\ 0
'T4—2 Q :,�3 U r/ Uj
HTS1 6- > THD26 Note: Reference detail 2a for installation angle limit
0
-T38 SDWC INSTALLATION
JUS24�
Rafter to Top Plate shown
(Truss to Top Plate similar)
0)
F- 0 LIJ
T35 STUD NOT DIRICTL
116ELOW TRUSS
HTS16 RAFTER TAILS, [)a not install SDWC in
I SEE DETAIL 4/SO.2 hatched area
�H T-S 1
I SDWC15600
T
S16 0 ^4
�2 1 1/2' MIN
T LID Overhan 2" MAX
04
0 E
SDWC INSTALLATION RANGE
ROOF TRUSS
T 5d-i
6T� 4 TRUSS ROOF RAFTER NOTES: STRAPPING NO.TES PLACEMENT
SO.2 ,,,—Rafter or Truss
1 STRAP TRUSSES AND ROOF RAFTERS TO BEARING X** minimum edge
WITH 2-12D TOENAILS & 1-SIMPSON SDWC15600 distance for full PLAN
RAFTER TAILS, values (with or Splice may be in upper or
gfg SCREW UNLESS OTHERWISE NOTED without a plate lower plate
Y2"85- SEE DETAIL 4/SO.2 splice)
DO NOT SCALE DIMENSIOINIS FROM
THESE DRAWINGS.IF A DIMENSION IS
8 GABLE END UNCLEAR REFER TO THE
BRACE GEB01 A" from top plate_ ARCHITECTURAL DRAWINGS OR
SO.2 SEE 8/S0.2 splice Offset
for full values IR PLAN NAME
rSAN TROPEZ - COASTAL
DESIGN/DRAWN/CHECKED
CIS KM /LAP
DATE
ROOF TRUSS P�ACEMENT PLAN AT TOP PLATE SPLICE 02.22.17
SCALE: 1/4" SDWC SCALE
AS NOTED
LPA No.
TOLL-17-00063
CONTROL No.
4596
SHEET
OFFICE COPY SL4
SHEET 9 OF 9
TUT.Hgvw �Pff 11W.TNEDMWIDWOORTHIS
H�AMrA=KROW MM=
pm M wicr Am oATE oF amrxm w0w.
February 7,2017
:071
ZZ22
1(";: 1z J�
)F FLO,,�
A
2
co
9673CI
U_
C)
00
5
Ovan G. Drummond, AIA
U) Uj AR 96399
0 Manuel Gonzalez, AIA
LU
M AR 96730
=) a- Ine
ine ca I Sang-Yub Lee, PE
0 _j 72328
U_ ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS
&
00
LU PARTIAL SECTION INTERIOR ELEVATION COASTAL ELEVATION 0
coo Abbrev. Description Abbrev. Description Abbrev. Description DETAIL# DETAIL AREA CALCULATIONS S.F. C1 ICOVER SHEET - Index of Drawings A4
LU # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD DRAWING# GN1 IGENERAL NOTES, �4
in 15 - — DRAWING# FIRST FLOOR 2086
0 0 X:
& AND FRT. FRONT PWD. POWDER
EQUAL FT. FEET -PLW. PLYWOOD BUILDING SECTION DETAIL CALL-OUT SECOND FLOOR 1213 FOUNDATION PLAN
03: 0 DETAIL DETAIL# Al. DATION PLAN
uj AT FrG. FOOTING ob
> ce. @ DRAWING A1.N IFOUNDATION PLAN, NOTES, SCHEDULES, & DETAILS
DRAWING# r
�.j ku
0 i�u-. 0 A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER TOTAL LIVING AREA 3299
0 ABV. ABOVE RA RETURN AIR
FLOOR PLAN 0-4
ADJUSTABLE GAL GALLON RAD. RADIUS CEILING HEIGHT CHANGE N 0
0 AD]. '/Mz� - A2.82 FIRST FLOOR PLAN 4
A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVERED ENTRY 65 04 0 0
GD GARAGE DOOR REINFORCING CENTER LINE SPANISH TIU A3.82 SECOND FLOOR PLAN 04
LU A.F.F. ABOVE FINISHED FLOOR REINF. COVERED LANAI 331 A3.N
(n GROUND FAULT FLOOR PLAN NOTES, SCHEDULES, & DETAILS Z
LU 2 AHU AIR HANDLING UNIT GFI ELEVATION MARKER SHAKE SIDING
W RM. ROOM
LU Ce INTERRUPTER
3: R R.O. ROUGH OPENING GARAGE(s) 649 EXTERIOR ELEVATIONS 14
ALT. ALTERNATE GL GLASS SLAB RECESS SIDING 04
ju- >- <
Uj ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED A5_,82 FRONT & SIDE ELEVATIONS = 0
2: TOTAL 4344 A5.1.82 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN
R & SH ROD & SHELF FRAME BEARING WALL BRICK 8
ce I 1 114
0 25 — E 0
P U_ B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL A5.2.82 EXTERIOR ELEVATION DETAILS 04
INTERIOR WALL
BD. BOARD HB HOSE BIBB STUCCO FINISH
0 (NON-BEARING)
ice BUILIDING SECTIONS
0 B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF SQ. FT. SQUARE FEET
U_ HGT. / HT. HEIGHT SGL SINGLE A7.82 IBUILDING SECTIONS
Uj BOTT. BOTTOM CMU MASONRY WALL EARTH U_
SHEET
BR. BRICK HORIZ. HORIZONTAL SHT.
GABLE END WALL INSULATION DIFFUSER LAYOUT
U BKFST. BREAKFAST SH. SHEL
M1.82 IFIRST FLOOR DIFFUSER LAYOUT
a R INSUL INSULATION SH 'SHOWER
>
C. CALCULATIONS INT. INTERIOR SL. SLIDER FRAMED KNEEWALL DECORATIVE STONE A W
CAL M2.82 ISECOND FLOOR DIFUSSER LAYOUT
IN LIEU OF SPECS SPECIFICATIONS IDROPPED SOFFIT ...... PRE-CAST UNTEIJ HEADER
C.I. CONTROL JOINT I.L.O. Ce
cuoi LU
CL CENTER LINE S.P.F. SPRUCE PINE FIR ELECTRICAL LAYOUT
LU
0 El.§
CLG CEILING KS _KNEE SPACE SPRG. PT. SPRING POINT -_2_,_ JFLF�ST FLOOR ELECTRICAL LAYOUT 0
DESIGN CRITERIA 1 ff82 ISECOND FLOOR ELECTRICAL LAYOUT
Uj
CMU CONCRETE MASONRY UNIT STANDARD
Uj __STD.
CL. �__
C.O. CLEAN OUT L LONG -STL. STEEL
LU TWO STORY: FIRST FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 STANDARD NOTES & DETAILS
co > COL. COLUMN LAV LAVATORY STOR, STORAGE
STANDARD NOTES & DETAILS
COMP. COMPRESSOR LIJ
j LDRY LAUNDRY LLJ
SECOND FLOOR FRAME BUILDING TYPE: V - B < 1
0 T TOP D7 STANDARD NOTES & DETAILS
0 X: CONC. CONCRETE LIN LINEN �i_ 1 0- :v-,
LU (n T&G TONGUE & GROOVE RISK CATEGORY: II D8 STANDARD NOTES & DE7AILS Co
CONT. CONTINUOUS LT LAUNDRY TUB
1 2: 15-- 1 �m 1 511 1 05� F<-
TEMP. TEMPERED U
d 0 ' 15 0
(n __ I THK. THICK DESIGN BASED ON FLO ZIDA BUILDING CODE WIND DESIGN BASED ASCE 7-10 < R 22 F_
Uj M.B. MASTER BATH 0-
0. 0 DB. DOOR BELL 5TH EDITION (2014) HOUSE ELEVATION ABBREVIATIONS ::1 0
DB -j4kXIMUM T.O. TOP OF
0 ce L. DOUBLE MAX LU Uj U
ABBR. FULL NAME ELEV. CODE c- --I
0 -MEDICINE CABINET T.O.B.B. TOP OF BOND BEAM 0 LU
>_ 0 DR. & SH. DOUBLE ROD &SHELF M.C. F.B.C. STH EDITION (2( 14) RESIDENTIAL ULTIMATE DESIGN WIND PEED 130 MPH 0
LU CC U DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD MAN. MANOR __ 03 U
'"i
F.B.C. 5TH EDITION (2( 14) MECHANICAL NOMINAL DESIGN WIND PEED 101 MPH WIL. WILLIAMSBURG 07
Uj DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM —
U) 0 0
ICAL VPRO. PROVINCIAL 08 LLJ
DIA. DIAMETER MIN. MINIMUM Typ. TYP F.B.C. 5TH EDITION (2( 14) PLUMBING EXPOSURE: B
U 1 0 CHA. CHATEAU 09 cc
CIO LU DIM. DIMENSION MIRR. MIRROR VE� ....... r
ENCLOSED BUILDING INTERNAL L-
F.B.C. STH EDITION (2( 14) ENERGY L4
j
MLDG. + VERSAILLES 10 U
DN DOWN MOLDING UC UNDER COUNTER
Uj CONSERVATION PRESSURE COEF.:
P-1 Lu
LU UNLESS NOTED �i� CLA. CLASSIC 18 1
M.P.H. MILES PER HOUR U.N.O.
ILnu DR. DOOR OTHERWISE MED. —MEDITERRANEAN 19 Q
0 U) F.B.C. 5TH EDITION (2( 14) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR LU
U.j FE X flv.
DS. DOWNSPOUT MT METAL THRESHOLD TRA. TRADITIONAL 20
ce PLAN FOR ACTUAL PRESSURES: V-4
D.S.S. DENSE SELECT STRUCTURE VAPOR BARRIER F.B.C. 5TH EDITION (2( 14) ACCESSIBILITY COU. COUNTRY MANOR 21
ce V.B.
ce. U5
N.T.S. NOT TO SCALE VERT VERTICAL HER. HERITAGE 22
> DW DISHWASHER NATIONAL ELECTRIC CODE 2011 (NFPA 70) FEMA RULES 8L REGULATIONS
0
3:: (n 0 V.T.R. VENT THROUGH ROOF CMN. CIMMARON 28 <
DWG. DRAWING 2!
(=n N.F.P.A. 1012014 ASCE 7-10: MINIMUM DESIGN LOADS
Uj O.A. OVERALL MSN. MISSION 30
LU
C§
(n Uj 0 E O.C. ON CENTER w WIDE CFT. CRAFTSMAN 31
U.1 C:) EGRESS THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS AFTER THE DATE IT IS SIGNED 0 U , CA I
jE F! E.E. EACH END O.H. OVERHEAD W/ WITH AND SEALED OR WHILE CURRENT CODE IS VAUD SCL. SPANISH COLONIAL 32
>- ce '0 OPT. OPTION(AL) W.C. WATER CLOSET BOR. BORDEAUX 33
C. cl- E.W. EACH WAY
< LU C) EL. ELEVATION OPNG. OPENING WD. WOOD BRO. BROUGHAM 39
NJ _> U
!E =n ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW REN. RENAISSANCE 40
Uj 2 W.I.C. WALK-IN CLOSET VIE. VIENNA 41
in ENCL. ENCLOSURE PED. PEDISTAL SINK
LU (n
LU (=n ENG. ENGINEERED ................... POLY POLYVINYL WP GF1 WATERPROOF GFI TUS. TUSCAN 44 10
':� 0
U.j POUNDS PER SQUARE CLS. CALAIS 46
Ind V) U) EQUIP EQUIPMENT P.S.F. W.W.M. WELDED WIRE MESH I __j
FOOT ITV. ITALIAN VILLA 58
6 ............. I
Ck Uj EXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC PBC. PALM BEACH 80
12 U= 9 FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER CRB. CARIBBEAN 81
;5 =) 0 L=u FLR. FLOOR P.R. POWDER ROOM CST. COASTAL 82 cn
Uj f_ - cr,
Eun PRESSURE TREATED
I FND. IFOUNDATION P.T.
n L=u cue
0
= 0
CL - Ln 0
b 0
(n Coe U=,
L; 0. 2: >
Uj Q — >-
X: LU
ED rL!
0 LU U_ lu
Lou- CO3 OFFICE COPY I V)
ce "' �!
U, 0 LU
Uj
(j -4
4 OR REVIEWED FOR CODE COMPLIANCE <
0
V)
CITY OF ATLANTIC BEACH U
L.0 SEE PERMITS FOR ADDITIONAL CY-1
LLI
-0 REQUIREMENTS AND CONDITIONS! i=
>
0
0 LU Co Uj
1-4 = U U Ul)
REVIEWED BY- IDATE:
Z J-4
:3 ISERIAL NUMBER
8 R U_
M THE OW OF W MMMGF THE DESNN COMM ON TIM
MAW=CWM WrrH THE AMICAM NUMIN KFUSIM
ODDE M 9W AS OF DAM OF WrOMON MM.
E� GENERAL NOTES
0 DOORS &WINDOWS PLUMBING NOTES
1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITYTO DETERMINE ERECTION PROCEDURE ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND
USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN RESIDENTIAL
AND SEQUENCE TO INSURE THE SAFETY OF THE BLILDING AND ITS COMPONENT PARTS HEIGHT&5.7 SQ. Fr.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE F1
ALL HOSE BIBS SHALL BE FURNISHED W/ BACK FLOW PREVENTERS AND BE MOUNTED 261,ABOVE 0
FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 541,A.F.F.
DURING ERECTION. THIS INCLUDES, BUT IS NOT MrTED TO,THE ADDITION OF WINDOWS GREATER THAN 72"ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT GRADE.
WHATEVER TEMPORARY BRACING,GUYS OR TIE-DOWNS MAY BE NECESSARY. GREATER THAN 24" OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING,
EQUIPMENT, ETC. t Goo
ca THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL.
SHOWER HEAD
WINDOWS INDICATED WITH (E) OR(EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG.
@ CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7'-4"
HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6-10"
ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS,ALL GLAZING AT TUB AND R 9673
SHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE
TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 GENERAL NOTES
STRUCTURAL DESIGN CRITERIA ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND
0 U_ SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT.
0 LIVE LOADS: ROOF 20 PSF (REDUCIBLE) ED
= RESIDENTIAL FLOOR, UNLESS OTHERWISE INDICATED 40 PSF SOLID WOOD DOORS NOT LESS THAN IY8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE
C:) 40 PSF STEEL DOORS NOT LESS THAN IY8 INCHES (35 MM)THICK, OR 20 MINUTE FIRE-RATED DOORS. NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION.
b_1 BALCONIES/DECKS WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE
in 12 40 PSF Ovan G. Drummond, AIA
M U) LU STAIRS TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2"TAPCON SCREWS, 6" DRAWINGS SHALL NOT BE SCALED. AR 96399
0 V = ATTIC WITHOUT STORAGE 10 PSF FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/
Uj ce 20 PSF INSTALL SOFFITS PER FBCR R703.1.3 AND R616. Manuel Gonzalez, AIA
in Uj 0 ATTIC WITH STORAGE 30 PSF (2) ROWS OF 10d NAILS AT 10"C/C. AR 96730
M 0- W HABITABLE ATTICS
w = co 30 PSF WIND BORNE DEBRIS REGION SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS (AS REQUIRED). Sang-Yub Lee, PE
0 ::j SLEEPING ROOMS EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE 72328
0 CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE &
LU STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE cc �1.
M 1? 00
0 @ 28 DAYS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE .0 ,-,A
i Uj
LU 3: Co APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL
20j C> REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185
rn ALL REINFORCING BARS ASTM A615-60 60,000 PSI PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. 1-4
Uj 04
ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI GYPSUM WALLBOARD
POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF
0 BI: 0 FIBERS PER CUBIC YARD GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE C)
Uj CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPE 'IS" 1800 PSI PROVIDE 1/2" NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5/8"TYPE "X" GYP. BOARD ON ALL
RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2" GYP. BOARD APPLIED TO THE GARAGE SIDE. U
i uLi MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED
0 �j 0 UNITS: DURING CONSTRUCTION
HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8-ABOVE FINISHED FLOOR.
i;u" 0 STRUCTURAL ALL STRUCTURAL AND MISCELLAN:_OUS STEEL A36 36,000 PSI, U.N.0 SHOP AND FIELD
C)
STEEL: WELDS: E70XX ELECTRODES ALL 3OLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY
SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD.
0
U WOOD BEAMS, RAFTERS,JOIST, PLATES: J.N.O. NO. 2 SOUTHERN YELLOW PINE (19% M.C.) 00 0
cl
Ce LU r FRAMING: ROOF DECK: PLYWOOD C-C/C-D, E KTERIOR, or OSB 0-4
Ln 7f w
0 — FLOOR SHEATHING: T&G A-C GRO P 1 APA RATED (48/24) GLASS BLOCK Z
a- cn
:t ce M WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S- 1800 psi AT 20 DAYS
M 0 EXPANSION STRIPS TO BE PLACED PER MFG. SPECS.
3A VERSA LAM BEAM: Fb = 2900 PSI (2.0E) 1-4
2.OE'U.N.O. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. 04
WOOD COWMNS: PARALLAM
Uj
0
WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: BUILDING IDENTIFICATION
ci C:) TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH
Uj U_ _j
_j TOP CHORD DEAD LOAD: 10 PSF 20 PSF POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE
1— 0 < PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH
0
0 ce BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF THEIR BACKGROUND.
P 0
U_ TOTAL: 40 PSF 50 PSF
>- c! STUCCO 0
0- U_ 0
0 WIND UPLIFT RESISTANCE: 10 PSF 10 PSF
ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO U_
Uj 0 SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL
0
ce U UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS.
ce 0 LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD.
CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS.
>
Uj
ce_ WOOD FLOOR DESIGN LOADS: >
ce OUTDOOR KITCHENS Uj
TRUSSES: DEAD LOAD: 20 PSF
cuoi ALL CONSTRUCTION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE.
LIVE LOAD: 40 PSF
CMU, LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE UA
TOTAL: 60 PSF
FBC RESIDENTIAL, SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR
GRILLS OR COOKTOPS.
Uj
LU
ANCHORAGE
FOUNDATION/SITE PREPARATION:
0 L U METAL AND WIRE LATH:
co < > 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. Uj I
0 -J
j
_j 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SO1 BEARING PRESSURE OF 2,500 PSF,
< 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL
Uj
�0
FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE
Uj (A
U_ ch OF AT LEAST 98%OF THE MODIFIED PROCTOR MAXI 4UM DRY DENSITY, DETERMINED IN TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS.
0 0
LU
<
_j 0 ACCORDANCE WITH ASTM D-1557.TREAT ALL SOIL FORTERMITE PROTECTION. 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT
OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 3/
kf
LU INCH AND
2.THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LA H SHALL BE
0 TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO.
Uj
ce C) 11 GAUGE, BARBED, GALVANIZED OR BLUED NAILS 1�j-' INCHES LONG HAVING A HEAD NOT LESS THAN
0 FAILING TO MEET THE GEOTECHNICAL ENGINEER'S RE-QUIREMENTS SHALL BE RECOMPACTED Y8 INCH IN DIAMETER. LU
Uj Cc U
AND RETESTED AT THE CONTRACTOR'S EXPENSE,AN AS DIRECTED BY THE ENGINEER.
LU 0- U) MIRRORS
U) 0 (D 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIG 4 BEARING CAPACITY,AND THAT THE
MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F.
COMPACTION REQUIREMENTS HAVE BEEN MET SHALI BE MADE BY THE GEOTECH. ENGINEER.
LU
co
CO Uj H.V.A.C. NOTES
Ld THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE:
Uj TERMITE SPECIFICATIONS: MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION U_
U_
0 U) LU SECTION R318 PROTECTION AGAINST TERMITES MOUNT ALL THERMOSTATS AT +4'-0"ABOVE FLOOR. ui
Uj
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE _j
PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS
WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.THE H.V.A.C. 31. 1 Ui
co OF TERMITE PROTECTION LABELED FOR USE A PR EVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL.
L9 Mi
= 0 > SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE LU
0 PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING ELECTRICAL NOTES
0
DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE DWGS. ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. Uj
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S A17ENTION PRIOR
Uj M t7u
2: qj U) TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. U_j
V) Uj 0
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
LU ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL
NOTE: ELECTRICAL. CODE&ALL CODES, REGULATIONS &RESTRICTIONS HAVING JURISDICTIONS.
C>- 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE
joe GROUND-FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15&20 AMP OUTLETS INSTALLED
< LU 0 OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES.
> APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT.
(n < SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE)TO
:Z = 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED
Uj Q9 _j NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO
cn P-4 _j PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION.
Uj V) < (n THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE AND CARBON MONOXIDE
ce Uj = 0 DETECTORS SHALL BE PROVIDED W/VISIBLE "POWER ON INDICATOR"AND A TEST BU17ON WITH
0. 0 gn 0 OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F. BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. <
LU nn D-4
L9 (n ALL ELECTRICAL SWITCHES SHALL BE 48"A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 61'
2-w M FROM EDGE OF OPENINGS.
0 Uj
ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED.
U LU ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12
(n LU CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND
j3 U_ w
;M 0 Ly SHALL LOCATE METER AND PANEL AS REQUIRED.
= 0
Uj F- w VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS.
U_
0 0 Z
< 0 (n ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F.
.j M
E 3- cn C:) IN EVERY KITCHEN, FAMILY ROOM, DINING ROOM, LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM,
b cz:) BEDROOM, RECREATION ROOM, BATHROOM, GARAGE, BASEMENT, LAUNDRY AND OUTDOOR AREA,ALL
co 0 LU 125-VOLT, 15-AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES.
�r < 0
a THERE ARE NO EXCEPTIONS.
ce
Uj
r-4 Uj
1 2: Uj
U3
0 LU
0 r
L
U Uj
LU
Uj
co ca
Uj
in M Ui
�O Uj LU
M Ca
ow OFFICE COPY LU LU
LU CO Uj :r
IR __j U V) 2:
:� _3 M
LU j 0 R U_
0 ISERIAL NUMBER 1014.1
TO IM BW OFW MWLWGEM MM WWWOMM
5 1-011 DMWM C"M Will nf AMENUMM MUM
5 OWE 111 ORM AS OF DATE OF CMTMTM OEM.
eL February 7,2017
0 121-011 191-6 231-611
X.
loll 17'-10" 1011
71 r, OF FLO
CL A STEP PER
01
a- Gun
CD Nv
9,673
L-----------------j rA
12
;Z U_ 11.3
D-4 0 > ED
in 0 1 j<
0 LU
LU a-
_-A �2 1 a- ;0 Ovan G. Drummond, AIA
(n UJ 0 _' AR 96399
0 P-4 V-4
2: -J PAVERS ON
LU ce V) Manuel Gonzalez, AIA
ch UJ 0 STEM WALL C=)
cx. ce 9 AR 96730
ca F,
Cie ;Z Sang-Yub Lee, PE
0 72328
LL.
Uj
RE-PLUMBING
C:11 Uj
UJ X: CO 41-011 FOR OUTDOOR
�jp 0 KITCHEN w
v_% 10 0.4
in Uj If z-PROVIDE GAS LINE 1-4
00 2'-0 -.4
FOR OUTDOOR
C)
0 KITCHEN § 0
LU U
S ce HB I
:-j LU r_ WIN
0 ?U. IL% I I
L j 0-I _j I
iu:p 0 -T7--------------
LU _j
A4 0
ce LU
U (n Z
0 Z
Ce ce 0 f-oll *N -.4
0
R_ 2 14
Ln 14
>- M -N� rq FINISHED FLOOR 04
UJ 1-i C)
2: 9
b-4 8
0 in ;r ;T Ln 0
LU LL. _J T-4 Lj *4 A
P ............................ ..............-
C)
ce
0 V-6"
U_
a- UJI U_
L
0 2 F1
GAS FIRE 10, V-67% 1 .2! i Z
— — 'L
U ce P-4 IT
Uj 0 PRO�DE ELECTRICAL PLACE
w U ;Z DBL. SINK I !I ! I L 2,
< ce 0 CHAJ 4" PLUMBING Z. ---- 0i
W/ DISP.
I L -WALL, TYP. U.N.O. B
Uj > !
ce cj�' LU i
Le UG
'%,,A7.82 GAS LINE IL
_4 F= --- - - - - - - -
I
ce LU Uj
C=)
—611 PL MBING WALL
L
FOR
op 0
COOk7OP F-4 il I
UJ F,
UJ 0
A A i i V_ 1 -1
r
TYP. Ln
LU L _'L Jl _J 2 'w pq
Uj
_j 0
_J _j ---------Ji OP Liu U.1
co
81-111f 22 -4
--------- LLJ M
0
0012 4 CO Z <
LU Ln L NOTES:
U_
L
FIN. FLOOR TO BE L F VIDE GAS LINE TO A ce Zor V)
%D 0
i i =1 7PRO
d - r- -" 1 1 31-61f 01-411
ch b 18" MIN. ABOVE ---
LLJ TANKLESS GAS WATER 0 ce r-
C4 I I C,5 CL * C)
CROWN OF R D./ i i I HEATER w :::r LU
ce 6" PL MBING WALL =T Ct_ UJI U
---------------------J LU
I 4�PVC CHASE FOR
>_ 0 ---- ------------------------- C)
UJ L L ING WALL I
F-4 D FLR ;�-i
C SECON U
Ln Ln
Uj (n
U) 0 (D L.0
Lu _L----r ---- _j-- --- -- -------- -s'Z C13
__T- ------- ---- --I F_
ca Uj .....................
> J
co
WATER— L__j _j
_171 F__4 LU
Co i
STEP SOFTENER
Ld STEP
LU
0 cn Uj 21-6 :;w ui 01 P�
UJ 0 6 LOOP SLOPE dZ 0
ce If
2'-3 2 -oll GAS LINE FOR 1-8111 81-011 3 -9
M ce CO 11 1
DRYER
w U.1 Uj
C) >
0 <
3: 0
3=Z F ------ F
U) L----- L
LU _j
Lu '.; LLJ I
LU
115
/2'
%D
_j
XL
6-4 (9 LU 0
bo
Z LUU E: A1.N
>- 9 ce 96"X48" CONIC PAD
co ce a- M F
LU 0 TO BE 3" ABOVE
C=)
LU 0
t;E_______________------------------------------- Li GRADE
(L nLj < U) rs! 0 r4
0 = = 0 0
LOLJ- (Al 0 U_
(n
ce
uj
LLJ
VARIES 00
LU Wr I' HB
;5 ':'D 2 F LU
8 U. En a-
Z C:) LU 0
x0 ---- ---T_____F-----L I
UJI F- ce
Z U_ 1% l(n
0 = %=
0 (Zn 9
FN 2
cQ 0 121-611 121-411 c1J , . r-- I —
=0 AIA
;M LU TYR
9 PAVERS
9
ce CD <
Uj r--------- ON STEM WALL
03 L J Irn
2: LU
U3 W
U_ LU
UJ
0 I-o" ELEV STEP CL
ce UJI
Uj 3: W
T.O.PAD I
�X_ d r
11 1-011 OFFICE COPY L I %_w
0 11 -011 1-611 5 1-011 Ll'-6 5'-0 If �0'8 11 1-411 8 -Off 11-4 8 . 110
F—
LU <
U) Ln
U., co 121-611 121-411 101-211 20 -Off <
0 0 LU FOUNDATION PLAN J.
-C> LU
COASTAL -011 LU U-1 ra
SCALE: 1/4" 1'-0" 55 ADDITIONAL NOTES, SCHEDULES, & DETAILS =
0 LU 0 W
le 1014.0
J.0 CO pi
CAN BE FOUND ON THE AI.N SHEET. p__q Ul U_ Ln 2t
U_
0 0 U_
FE PRIAL NUMBER
MTHE BW OF MY MMB)GF,I*DESIGN DITIM ON THIS
DRAWING ODWM WrrH 7HE APIMAIRE HIMMAN IRMIDING
ODDE IN W=AS OF DATE OF ClItTFICATION 1110W.
E� SLAB LAYOUT NOTES : February 7,2017
1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS.
OF Fj_
CL 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS J C2
Gonz %
3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE
@ 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE.
INDICATES DOOR OPENING R 9�673 A�,
U-
0 ED
no
Z 0
M Ovan G. Drummond, AIA
U) LU
0 P-4 F AR 96399
Lu 92 Manuel Gonzalez, AIA
(A LU 0
cc AR 96730
ca Sang-Yub Lee, PE
0 72328
U-
0 OR
Uj
0
i LU
LU ca
C)
�4
L—U
0
C)
0 § 0
ce U
�.j LU
0 aj
i'u 0 E
6p 2
03 < 7%
C)
Uj
L> U) Z
Z4 1=�
LU
=� 0
"4
�4
03 0
0 0
LU U- -J '4 9
P = ;�
X C)
(D
0
LL-
0
U
Uj 0 U)
ce U =
C)
ce
0 0 gn V)
ui
>
ce
g Lcum
LU
LU
LU I
0
LU
ui
Z pi
00 < >
-1 0 -JJ
-J LU LU
<
2 a
in 3: ;P-r-
ui (n
(A t:; 0 < <
00
-j
d
p V)
0 ce
LU r- <
C) d- a-
-�r * 0
0 cxf Uj U
coed C) CL Uj
0
< LU
0 0
LU Co L) x (f)
U
Lij 2: En <
U) 0 (9 1
=) W
ui ccl
to ui
cjs
LU I
U
LLJ 1--4 Uj
Uj ce
0 c n 'Uni FRONT WALL OF GARAGE 0
Uj
Uj FE 0 i
PROVIDE 11/2 D x 5" W
0. ce CO RECESS AT GARAGE DOOR L
0 w vu
0 > W.W.M. PLACED IN UPPER
0 1/3 OF SLAB OR FIBERMESH
0
ui RECESS
PROVIDE 4 1/2 D 8" W
U xn A REINF. PER PLAN
LU SLAB RECESS IN SLAB
w ED 0 Z 1/8" (MIN.) SAWCUT x 1/4 OF to
LU 0 U
LU -AB THICKNESS SEE
BRICK PAVERS Uj SL
LU (n A Uj
w a I - U) FOUNDATION PLAN FOR LOCATION
Be a- 0 1 N� FLR. GARAGE
pu C:)
> r/A LA/ M DOOR C)
4:v SLAB
RECESS
U)
Uj
5)
Uj (n ZD
ce Uj :A
WALL PER 0
0
PLAN
.1 10
ce (n
ce <
0 Ln
0 3:
LU 11::�
Cc SAWCUT JOINTS PER PLAN. JO(NTS SHALL BE CUT 4
=5 13 U=J TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED
(n ui 1- 1 471 06
U- En , AS CONCRETE ALLOWS WITHOUT RAVELING
C) ui 2: 1 (n
= 0 UJI
(n LU ce
0 U-
0
0 Lon PLAN VIEW
(n 0 UJI
o b og 15
= Uj �2 U
< SECTION @ GAR. DOOR. SAW CUT DETAIL
im �Al.N) SCALE: 1-011
2: SCALE: 3/4" 1'-0" 3/8"
Uj V)
Uj W LU
(D t3 LU U. U-i
0 Uj 0
0
con- unj a 0
w r,
Lj r=
0 Twwl
W <
in
U.j ca <
LU
0 U-1
F-
c') Li
Uj co ui
0 U OFFICE COPY 0 u,,j C,-) 21
Z :1 w §-�
UO- cle SERIAL NUMBER 1014.0
TO THE OW OF W M1111MCM,THE DOM DINUM ON TdS
5 -011 DRAWNIS 0W=WrTH THE AMWME MMM MUNN
5 CME III Of=AS OF DAN OF CMMW=NOW.
1�_ I-0II February 7,2017
0 12 191-611 231-611
U
10 If le 17-10" 1011
OF Ft
STEP
— — _ I . . . . . . %
C
C) C) C) I Gon
1�——— — — — — — — — — — — — -45
1�v Z:r'�
rA
I 'A 9�6 7 3
-All
10 IT-10 10
Z U_
C) E_[D�;
Z
o
CA COVERED Ovan G. Drummond, AIA
CA UJ AR 96399
0 � X: LANAI C)
Uj ce 1-- 9 Manuel Gonzalez, AIA
th LU 0 i�' io'-O" CLG.
1-4 Zo AR 96730
2L. ce
0 co Sang-Yub Lee, PE
0 61-311 1 1 11-011 91-011 3 f-011 Oil 21-611 12f-8" 81-411 72328
U_
LU
PAVERS ON
09 LU < I I
Uj CO STEMWALL
?U. 0
0 rL'u, 1.4 1.4
no
0 HB
ce En t U
Y .
_j LU dr- — — — — — — — — —
0210 MT
R&S
a'j, o
6 fe
Uj < '-% BREAKFAST - — — — — — —
�_ = 11�_i ZD p W.I.C.
AREA 21-OR 0 0
101-011 CLG, 0-4
W UJ =imp io'-Ou CLG. CD
I YK
11 Z
LINE OF SECON[ 1 171-811 1 51-4
F LOOR ABOVE 00
j-U >- 2X6 M�LL, TOP @ 0 yj 04
Z Uj 11 MASTER 0
34 11`2" ROUGH 2'-1Y2 j I
Uj
ce cun � BEDROOM
FAMILY 44
%
U_
LU U_ _j 7 91-4" TO 101-011
7
ROOM LU
0 COFFERED CLG.
io'-O" CLG. MIS
P o
U_ _j LL-TEMP. GLASS SHOWER
io'-O" CLG.
5k 44 ————————
ENCL. ON FIN. FLR.
3 R &Sii
11 1-1011
31-611
I 1 51
< ce 0 81-211 1 221-41 6 3' -811 - — - 4
6
Uj C:) rB
>
0 Uj W,
ce >
FIREPLACE-
COOKTOP -0
LU
5
Us
0 zo
ucoi D/ SINK 1-011 8 MASTER LU
2� C4 FLAT SOFFIT 4
W/ DISP. C:) - — - — - — - -
o
%o BATH
...............................
LU Ln .1
LU En -
9 co W. @ 9 0" CLG. 9 =C�l 0
Z71 C)
En -011 C
_j 101 IG,
MQUB __Lj cn
TANKLESS GAS
2c LLI OV�N 81-211 31-411 6 61111411 121-211 ---------=
co < > 1001 WATER HEATER U)
(Dc' I'*- LU
:jj 0 6..bWER SEAT % 0 1 U)
6 It IT :,. F, w Uj
10 x10" AIR L.T.
0 1+18"A.F. LU
F.
Uj t —FREE-STANDING _j
U_ U) JUMPER c2 9-1 <
0 0 -1 4 13 TUB t:7, ; 0
00 1-011 rn
b CY_
RE F. 11
PANTRY _T In 0
d 0 -211 1 91-611
b sp�c FLAT SOFFIT 'G.Z:' La �31 C:)
1 _ _ _ _ — - — -
LE -0" CLG.
9'
0 ce 9 7 ce- 2-7 LU U
9
LU
_j
0 C)l 5 ) Ln 0
Uj U FLAT SOFFIT @ <
G� Ln L)
S
LAND S
P in 2'-0 91-011 CLG. 1-09 0 KS AIC t.UpIr.
— — — — —— — on
-09
on
LU (n 10-09 ID
% I___ JU
dr- Typ FLAT SOFFIT @ L Uj
(n 0 (D Y, 1�1 MT I 1\1 __Ir_
9
LU CD
Ln 91-011 CLG, F STEP
—CABINETS _j
LU 31-61' IHI LU
00 T C
cl �D (DI 111-611 11 61�4 11 6 elo 61-2" 6'-4" T-2" U
Uj < 6L. IF I
Z X ,.% Uj ABV._� W I J In ABOVE F__4 uj C)
En (n C) HALL ;r POWDER WATER 0
�4 1 A/C COMP. 0
cn 51 -oil 6 i
LU
to SOFTENER
in
Uj 12'- 1 8 CD ROOM
1 G.
I CI 8-8" CLG. LOOP
Ln
Q ce ui 0 ABV. DININ ROOM I _j
0 0 > 3: 1-011 c>n
0 111-41" 112
cn 0
THREE CAR GARAGE LU
-lit 9'-0" CLG.
Ds
LU \—,/ U
ZD w i Uj
LU (n — — — — —— — — - V-4 - ------ LINE OF SECOND 3=
D1 D COFFE IE D CLG. I rF--
U
ABV.
(n LU 0
Uj 0 9 tn '
r4 9
6 kAT SOFFIT FLOOR ABOVE I
N 4' HIGH WALL AT
CD 1714 ro
>_ ce 0 C�l 91-011 CLG. 1 -1
% =::-i I F_ SERVICE COURT.
co I- C)
< yj 0 W' Ic 1 61-511 21-71% 101-211 19-011
U I I . I I I SEE DETAIL 9 ON
4
ch < t _j %
-40% 11 1 22" X-5eATTIC SHEET A5.2.82
Uj 0 STOW
cn T�
Uj < cn LINE OF GAR. DOOR ABV. ACCESS
LU = M IFOYER -cn I
0 cn 0 all 0
Uj 01-411 CLG. LIN E OF GAR. DOOR ABV. LINE OF GAR. DOOR ABV.
Ln 42" OPEN STAIR RAILING — — — — — — — — — — — — — — — — — — — — --
ABV.
0 W/PICKETS SPACED TO
NY c OAK _+HB
LU REJECT A 4" SPHERE cy)
- -—— — —— — — ——
U UP STAIRS
00
LU F- I
STU DY 0 w v (i) I HAND RAILING 0*1
U_ En U > I Ln
o ABV. 12'-0" CLG.
LU M
Ul 36" ABV. NOSING
U_ U-I<
0 0 Z
0 Q� Z, ICE)
Z 0 Zo
ABV. ---------------- - -
CL 81-511 %
00 __j
if
Z LU 1 7 PAVERS ON cpI
E3 cn ;2 0
s MWALL to cn
Uj
CD F T _f
0 TF _7Tr
Uj
x Id
03 < 1) B D —
___1 1 ---1 F_ :9 f= =1 F ==I f= Uj
0 U U COVERED - - — — — — — — — — — — - — — — — — — — — — — -
U U U U U U U U U
Ell A D 1 ENTRY CL
<ce U i ABV. ABV. ABV. 101-011 CLG. Z!
OFFICE COPY
0 L 0
Z if 1 11 1 81-011 1 14< 0
-611 5 -011/1 11-611 51-0 1 11-4 -411 81-011 1-411 ce
51-611 .1 0 Li - 1 11 U _j
jQ �x J P- �n U_
Uj LU
CL
Z
3j
nT
14�
P'i7
P E it,lIl 5
M '�O�_ L6
r
0 Z !:P t; 1-011 141-611 If
0 1-- = FIRST FLOOR PLAN I IrA 91-611 20'-0 LU
6 ow X: 1 0 ADDITIONAL NOTES, SCHEDULES, & DETAILS cn Uj
c COASTAL ATIONS FOR DETAILS 55 -011 LU Uj
5 Uj CO pi SCALE: 1/4" = V-101" ARCH SEE EL& :3= M
0-1 Z U
P-1 L e Ln ILL. 21-1
U_ CAN BE FOUND ON THE AM SHEET.
:10 U_
L< U 0 1 ISERIAL NUMBER 1014.0
70 THE OW OF W=V.ED%THE DESM DBWW ON rIN
DRAW94 CONK=WnH THE APPU�N=W MM
CM IN OFECt AS OF DATE Of CWMMM MM.
eL 351-411 February 7,2017
1.011
341-411
0
CL
01 Gonz
0-
co F
@
R 9673
rA
�A Q
0 U-
0--d 0 E LD)
5
ROOF BELOW Ovan G. Drummond, AIA
AR 96399
LU ce Manuel Gonzalez, AIA
U) LU 0
= 0. Cie AR 96730
w Z co Sang-Yub Lee, PE
0 72328
U-
Ui
Cl.
0
I LU
LU Ca
all, 0
0 —L 61-5- 91-6 111-511 0.4
no U
;L4
B:: 00
Ui
> ce U
�.j Ui cl 0 cn
0 aj, 0 -- —— — —— — —— — — —— —— ——
2; o E:
w 0
U5 0
ce LU
U M ;r- 9
0 - cd
F, Z
3:: :02
131-411
01
BEDROOM 2 /\\\\5 -411 1211�
�J- >- 0 1 = I
UJ
9'-0" CLG. 9
BEDROOM 3
ce P-4 c" 11
0
U- LIN N 91-0" CLG.
BATH 2
91-011 CLG. 10
0 6
0 ce 6
0
00
U- -1011
-1 121-411 71-f 31-611 9
M 0 Uj V
0
;21'
ce
LU Zw-
ce U
< ce 0 31-611
@
...........................................
0 0 rB
Uj
- — - — - — - — - — - -- - Uj
ce %
cef
ui
co R&S ice
LU
% %
-0
12 01
Uj 24X36
LU -1 1 1 1 a
ATTIC
Ui
>
co LOFT
Ui
0 ROOF BELOW L.0 Uj
9'-0" CLG. 16
R ROOF BELOW Uj
C.1 N i M 0 2:
LU ca
U- US
6 6 0
d 0 231-611
in b co . 51-411
LU 6-.4 6
cq
C> C? Ui
Uj
Ln a
CL U
< LU
0 bo C4 0
Uj
16-011 71-611
U
f
Ui Z U) <
U) 0 U DR &S '% N
— — — — — — — — — — Ln LU
'H 3
ca
Z
LU Ui
>- ca CLG.
U L-Uj
Ln
Ui f-811
-011 LU
JU 9 31-411 3
(n
0 ui
1x6 CAP ON 2x4
5'-4"
V
Uj
HALF WAU. @ 42 C5
HIGH 11,0UGH ZD
ce
ce pi
0 >
0 (ryp. cn
Uj 0
LU i
'3:
-------- --------------
LU -------- % LU
Up
LU
RAILING W/PICKETS
LU 0 42 1OPEN STAIR
CO ce
=pp
< UJ SPACED tO REJECT A
>
Ln
4" SPHERE
co
BEDROOM
LU
TW� STORY 9'-0" CLG.
UUj' 'n
ce Uj ROOF BELOW
FOYER 0
LU
ce
20J-4" CLG.
LU
11-611
6H
12'-811 r 101-1011
LU cy)
cx Ln
UA ROOF BELOW %
LU 16- OAK rn
U- (n STAIRS
�E
0
0 Ui
Ui 8
(n
0 O .Z PLANT LEDGE
0
0
15
0 ...% ——— — — — — —— — — —
0
Ln <
ce
Ui
CL
L— ——— — —— — — —— — —
Ed
03 0
in
Ui tZ 'Z
0 LU :5
0 Lcu; 0-
;9 ons Lou 31�
U i C) M
tj Fc-
00 51-611 cn
7 31,
L9 -1Z
U
lit
-011 <
Ui 141-611 5f-4'f 41-611
t; Z-
0 ce
-0 �- =D LU
2 60., 2: SECOND FLOOR PLAN 351-41/411 -T- U ca
Ui co LU LU LU Uj M:
U COASTAL = M
SCALE: 1/4" V-0" OFFICE COPY Z
4
Z,
Z4
@ tLIL
8.
0()
Z, Z,
8 p U- FSERIAL NUMBER 1014.0
M THE BESt OF 14Y=VLEDGF,THE DESM DOMM ON THIS
DRAWMG COMM WrrH THE APPUCABLE MMM RMDM
IrZ\�—WINDOW TAG (�=DOOR TAG CM N 3W#5 OF MIM CW MMUnM aaW.
- WINDOW SCHEDULE CST DOOR SCHEDULE February 7,2017
L V-:�"--WINDOW CALL-OUT DOOR CALL-OUT
8 ROUGH OPENING
TYPE SIZE REMARKS TYPE SIZE REMARKS e' 0 F Fj_0
CL A SINGLE HUNG 2052 24 1/2" X 62 1/2'; LOW-E VINYL TEMPERED 1 THERMA TRU INSUL. ENTRY DOOR W/ 12" SIDE LITE 31-011 X 81-011
Gooz
A2 FIXED GLASS 3016 36 1/2" X 18 1/2" LOW-E VINYL 2 O.H. METAL GARAGE DOOR 8'-0" X T-O" DESIGNER
B SINGLE HUNG 3052 36 1/2" X 62 1/2" LOW-E VINYL EGRESS 3 POCKETED SLIDING GLASS DOOR 91-0" X 8'-0" TEMPERED
B1 SINGLE HUNG 3052 (2) 36 1/2" X 62 1/2" LOW-E VINYL EGRESS 4 NOT USED R 9673
DOOR SELF CLOSING,SOLID WOOD NOT LESS THAN 13/81
B2 SINGLE HUNG 3052 (3) 36 1/2" X 62 1/2 LOW-E VINYL/ EGRESS 5 2'-8" X 8'-0" THICK OR 20 MINUTE FIRE RATED
U_ C SINGLE HUNG 4052 48 1/2" X 62 1/2" LOW-E VINYL/ EGRESS
6 HOLLOW CORE DOOR 2'-0" X 81-011 D
C) D SINGLE HUNG 2052 24 1/2" X 62 1/2 LOW-E VINYL
12 7 HOLLOW CORE DOOR 2'-6 x 8 -011 Ovan G. Drummond, AIA
UJ D1 FIXED GLASS 2016 24 1/2" X 18 1/2" LOW-E VINYL AR 96399
C:) 1 4 8 HOLLOW CORE DOOR 2'-811 X 81-011 Manuel Gonzalez, AIA
U.J � iE
th U.J 0 E FIXED GLASS 2020 24 1/2" X 24 1/2" LOW-E VINYL AR 96730
9 HOLLOW CORE POCKET DOOR 21-61f X 81-011
co Sang-Yub Lee, PE
F FIXED GLASS 3016 36 1/2" X 18 1/2" LOW-E VINYL
0 72328
10 HOLLOW CORE DOOR 21-011 X 61-811
G SINGLE HUNG 3040 36 1/2" X 48 1/2" LOW-E VINYL
Uj 11 HOLLOW CORE DOOR 21-61' X 61-811 1wX
0
_3 -6" X 61-811
LU cn 12 HOLLOW CORE DOOR 1'
0 42"OPEN STAIR
WILING W/PICKETS ......................... 13 GLASS SHOWER DOOR 2'-0" X 6'-4" TEMPERED 04
LLJ SPACED TO REIECT A
0 0 3:
14 HOLLOW CORE BI-PASS DOOR 51-011 X 61-811
...............
4"SPHERE
< t7, ............
0 B:: 0 -PASS DOOR -0" X 6f-8 0
15 HOLLOW CORE BI 4'
U
ce 00
ui a-,
......... 16 H -811 X 6-811
OLLOW CORE DOOR 21
0 aj 0
. ...............
201 0 17 HOLLOW CORE DOOR (2) 21-611 X 8f-011 tp _0�
DINING ...... ..............
>
ui
ROOM
ND)j1 FOYER
0
..............
(BEYOND)
UJ �p
C?
INSULATION SCHEDULE
Z
L
.9 2 cn -1011 1 1-1011
21-411 �1 5 5L 2 "id, -VALUE U.N.O.
LOCATION TYPE R 0
04
a.7-
�4
......... FIBERGLASS 38
U) CEILING @ LIVING AREA
> .............. ............... 0
19
1�......... EXTERIOR WD. FRAME WALLS FIBERGLASS
'0
. .............
6 C)
WALLS TO LIVING AREA FIBERGLASS
U_ -1 0.4 §
M ;;�
0
me __�STA
0
>_ U_ K-1--�DETAIL K-2 IRS 0
A Ui �.N SCALE.
SCALE: 1 le V-00
gx"
UJ 0
ce Q 0
ce 0 0
V)
0 ovs >
Z_ — LU Uj >
< & w ce Uj
Lcuo t 01�
LLJ IL
2i. Ul)
0 0
LLI
ui
LU
CO < > Lu !
0 NOTE*18 RISERS 0 7 5/80 < Uj Uj
F- < STAIR D A ui ;Z
Lo 16 TREADS @ 10w rxlm%ILING AND
LLJ V) 1 LANDING
11 A 0 < <
0 Vol 2w Uj Ct
12 *ACTILIAL STAIR RISERS
GUARD rx^ILING NOTE
TO BE VERIVIED BY
d 0
iw (A CONTRACTOR IN THE FIELD <
CL
UJ NG AND STAIR GUARD RAILING
STAIR RAILI 0
SECOND FLOOR
Coe 11'-4 3/4" r LLJ LU
SHALL BE CONSTRUCTED TO WITHSTAND A __j
LU
0 42"OPEN STAIR
0
0 ---------- CONCENTRATED LOAD OF 200 POUNDS APPLIED <
LU RUING W/PICKETS
SPACED TO REIECT A
AT ANY POINT ALONG THE RAIL IN ANY
PLN
LU 4'SPHERE 1/2 WD. <
U) 0 DIRECTION. IT MUST ALSO WITHSTAND A
Uj
00
Uj UNIFORM LOAD, NOT CONCURRENTLY WITH THE cc
3E
2x12 WD.CARMI
>- ca
CO ui HALL
.............
(3 REQ'D.) CONCENTRATED LOAD, OF 50 POUNDS PER 16"
;0
DINING
(BEYOND)
Uj
LINEAR FOOT APPLIED ALONG THE RAIL IN ANY __4
p ui
CD
0 Uj ROOM n4
00 ce
CD1 V-4 2x AID.TREADS DIRECTION, INTERMEDIATE RAILS AND POSTS
(BEYOND) (NOMINAL)TYPICAL Ln Uj
0 cn LU
V-4 (IN-FILL) SHALL WITHSTAND A HORIZONTAL
V-1
V-4
4R @ 7 5/8' 2'-6 1/25 ce
6'-411 LOAD OF 200 POUNDS APPLIED AGAINST ANY
ce
LANDING d4
00
ce ILU ONE SQUARE FOOT AREA, NOT CONCURRENTLY >
FIEW VERIFY T
>
0 WITH OTHER LOADS. < >M
:R: (n 0
WD.
i 2x4 STUD WAU
NAILER
FIRST FLOOR#
LU i U H I LU
!1k
x LLJ 0'-0" FIN. FLR.
LLJ 0
K-3--�DETAIL K-4-�FIRE PLACE K_5__�STAIR SECTION
ce a- =
pi 0 SCALE: I le V-101" SCALE: 1/,C V-0"
> U ���.NSCALE: 1/4"
cl
Uj
LU
UJ C)
S
ad cf�in
ce ;z
0 ui
Uj X:
dd
UJ
U_ U)
0 ui
LU iE LLJ
0 U_ _j
C) M
0 t=n
(n C:) Uj
Mo C)LU
< U
Z
03
LU >_
Ld
LU U.J LU
U)
gr LU U_ 0
U) F- U rn
Z = 0 0 t
< t�
L)
�ri 12 Lcuo <
ILU LU
a M ci�
STAI R
01
F F U RD F
Ju
STAIRA NG A
E c rR
0
ao d 0 LU
LU OFFICE COPY 0 = -j
U 10
w 4 P-4
:10 12 U_ cl� SERIAL UMBER
U 1014.0
M M BEST OF W WKEDGF,THE DO=DWW ON THS
DRAWNG 0"US VMH THE A"UCW NUMM KM�
CM IN UMU AS OF WrE OF MIMMM OMM.
Li ELEVATION NOTES February 7,2017
PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM
FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR OF FL
DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED T. O.-RIDGE — - - — - -
OTHERWISE G cc)n
FOAM APPLICATIONS FINISHES SHALL BE ACCORDING ROOF PER
2. ITO EACH ELEVATION CONTRACT
@ "CORAL-LIGHT" OR EQUAL PRE-FINISHED -73
3. FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3 -A t 965 A%
MANUFACTURER SPECS. U.N.O.
M U_ PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE r2 ED
C) 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND "2.1
"2.1
0 INSTALLED AS PER MANUFACTURER SPECS. —-—-—-—-—-—-—-—-—-—-—-— HEEL HT. Ovan G. Drummond, AIA
12 TRIM WORK FINISHES SHALL WRAP ALL OPENINGS J_ —-—-—-—-—-—-—-—-—- -—-—-—- - % 4
UJ HEEL HT. —-—-—- -—-—-—-—-—-—- -—-—- -—-—-— —-—-—-—-—-—-—-—-—-—-—- AR 96399
C) 1-4 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE h, —-—-—-____ ::$ -1.....................................U -Nij U...................U................ T. 0. PLATE Manuel Gonzalez, AIA
---—-—-—-—-—-—-—- -
U i r— 1.�.I..,."�,�..",��.I."�'ll"�............
1OPENING T. 0. PLATE U U U U
(A LU 0 i - ] U U --------- AR 96730
W METAL WORK IN INTERIOR AND EX`TERIOR RAILINGS ................................ Sang-Yub Lee, PE
cc
6. AND APPLICATIONS TO BE FAUX WROUGHT IRON ........... 72328
U_ ALUMINUM
0 p
ui BUILDER S ............................ .......................
CL THE HOULD NOT INTERPRET THE DRAWINGS, owo� -
'040
0 . ............................. en
ui 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE
UJ to
0 ARCHITECT/DESIGNER r4 ......................... FLASHING
THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING ............
LU Ln
WITH THE SUB-CONTRACTOR/ MANUFACTURER AND
oo
t7. m cn HEEL HT. —-—-— —--
8. THE ARCHITECT/DESIGNER IN WHICH ALL —-—-—-—-—-—-—-—- 00
3: 0 1 2ND FLR. HGT. U
ARCHITECTURAL APPLICATIONS WILL BE COORDINATED -—-—-—-—-—-—-—-—-—-—-—-—- - -—-—-—
;..j uj 2! H U 11 U N,
0 AND APPROVED PRIOR TO INSTALLATION r n n n n n n n n n n -—-—-—-
I — T T-1 - a) q,
i'm 0 ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING .......... tp
1 .1 : . iRl'� .............................
9. ................. , -, q�
61220., HEIGHT OF COACH LIGHTS WITH TOLL BROTHERS P.M. rA
0
............... ..........................................................................................................
.......................
................... ............... ............ .... .
-7,
Z
!y R
................... ........... 5
::�4
ce 0 V-4 r4 I I
"2.1
?u- uk, �7 ....................... ................... ... .......
C>
............. . ..... .................. .......... .............. ..............................................................................................................
\A 2".8 ..................
L.J - 00
00
U_ _j .......
............. .....................................................................
� 0 :;� I............... ........................ .................. ....................................................... .................... ......... .... ..... .......... ........................... .................
0
.............
FINISH FLOORI A, Ah
U_ .......................................j...................... .................... ........... . .......
LL�
LL_
FINI
0 T*T�IC=I I I I I I Mj I I
tH F_OOR
8 U2 IRV
ce 0 U)
6
0 0 fon- >
U11i :> I
LU 5.2.8 ce
w
ce
1Z
ce Uj Uj ;
;2� tn 1
0 ;Z 0 Ln
FRONT ELEVATION
SCALE: 1/4" 1'-0" COASTAL
M LU
co > U-1 I
--1 0 -J LU Uj
j _j
0 Uj
I— cj) a
ui
0
Uj ceP-1 0
d 0 0 C,�
c r
u, 4 t3 ga- a--
0
U
Coe cl- 0 1
0 LU
>_ 0 0
UJ ED 0 2:
ROOF PER CONTRACT 3 U
U)
Uj 0 (n 5.2.8
(n 0 (D W
(n
LU ca
co 00
LU
U-1
ui ............................................................................................................................. 5.2.8 b__4 ui
1 CD
ui ce ;Z
U) (n HEEL HT.
r-.
0 (n UJ V-4 1
ui jE T-4
wT. 0. PLATE ................................................ .... J ----.......U............. .......... Ll....................U........... ...................... ................... ..........=. .................... .............. Lj ............Lj�...................U............... U.................. �F7 .............. ......... ............................................................. ............................................................................................ ...............
................... ......................... ..................
ce ca
———--------
pi
LU
0 ............ ........................... ... ................... ........................... ............. ... ................................................................ ........................... .................................... ................................................ .............................................. .................................................................... .................................................................................... .................. .................. .......... ...........................................
2r
Uj 0
---------- - --- ---
UJ ................................................ ...................... .................................... ........................ ........................... .................................................. ......... ................................. ...........................................................................................................................................................I......................... LU
yjw .........................................................................................................................................................................................................................
U3 0 M
UJ C)
uE ......................................... ............................................................... ................. cn
........................................ .................... ...........
CO
LU
FLASHING
...... ....................................................
...........
U,LU D FLOOR HT. -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—----- -
2N —-—-—-—-—-—-—-—-—-—-—-—-
LU
W UJ C2 0
CL 0 1 CD
Uj I- T. W 6L U U U U U U U W
ce (/�U) T w
ce OZ 0 U U U U U U U U U U U Li,r- ___L-1-1/
0 UJ
0 'A I I
Lu
cx
In, Lu FE
u- Zn
0 UT 0 5
(n Uj ce
-co—
U_ 6 5.2.8 t V)
Z 0 ;1_,
Z 0 cmn
cn C)
b
;Z Uj
<
ce
ui ............. ....... >
2: ................ ...................... ............................ FINISH FLOOR
1-4 -—-—-—-—-—-—-—-—-—-—-—-—
ui 13 /-b, A, FN. FL.
2: Ld LU
Uj
Uj
uuj
can- Lou
L! 6
L U 3i: r 7 8
tj r 5.2.8 �"2.1 OFFICE COPY Ui
20- 0 5.2.8 5.2.8
<
'Unj tn <
Uj
n M uxi:
0 RIG3HT ELEVATION LU
L10 LM
LU
w SCALE: 1/4" 1'-0" COASTAL
ASPHALT SHINGLE ROOFING ul L"n' cue- U) 2t,
0
I I
P-4 M -J
I CX ISERIAL NUMBER
8 1 OR '0 1014.0
M 7HE OW OF W WMMGF THE MSMN DMM ON THS
DRAW=COWUM WrrH THE APFUCW WMM MDOIG
ODDE IN Offa AS OF VAIR OF CRUPWAYM OAK
r-------------------------- February 7,2017
E�
cl
L
"�s OF FLo,,�,
3:12 3:12
E! < > GonZ
3
ROOF PER 5.2.8
@ CONTRACT
96730
------------- - ------------------------- _j------------------- ---------
M U_
1-40 i ED
........................ ................................................ ..................... ........ C14
5.2.8 \1 . . .. .................
0 ..........- ........................ ........................... .................-................ ............... .............................. ............................ —-—-—-—-—-—-—-—-—-—- -—-- HEEL HT. k
- -—-—-—-—-—-—-—-—-—-—-—-— Ovan G. Drummond, AIA
-M �2 ----- ------- ---------------F. ---
UJ - -—-—- T. 0. PLATE
U _U_............. Ll ........... U.................U..................U.................... .......................................................................................................................................................................................... ................................. ............ AR 96399
0 Manuel Gonzalez, AIA
uicle ........................... ....................................................................
tn LU 0 AR 96730
ceca ............................................... .......................... ............................ .................................................. ................. ............................... 11-411 Sang-Yub Lee, PE
. ............................................................................................................................... ........... .................. 0. 72328
----—-----
0 OF- ------- ------ 0
LU ca !�
.................... ..........- ................... .......................... ..................... ................... ......................................................... ........................ ...................... 4:12 "T C*
..................... ....................... .................... .......... ....................................... .......................... ............ 0 00 cg
09 L U < ............................................. .....................
LU -r' , i
j:'- �- 0 �4
U ............................... .................. ............- ................. .............. .......... ..........__............. ...................... .............. .............................................................
.......... ..... ....................
C3 15 LU FLASHING ............ ...................... ............. ................................................................... ...........
0 0
------I------------------ ----------------- ---------------- ,,-FLASHING
................... ........... ................. ............. ..................... ............ ....................................................................... ..................... ................... ........ .............. ............................................................
2ND FLOOR HT.
a 0 --——-—-—-—-- —-I-- - 01
LU -—-—-—-—-—-— :M i�_ - U w
ce EEL HT. /Ilk
ui —-—-—- - -—-—-— ...
0 aj U U U U U U U U U U U U U U U U L -14
X.- i U U U Li U U -11-11................ .....................- ............................................................. .......................................... T. 0 tp
it 0 .................................................- ....................................... .......................... ............................ ........... ...................-111--l-1-1-1..............
ui ............................ ............................................
Z
........................................ .......................... ........................ ............... ...................... ........
........................................... .....................
..........................................
........... ............. ................
.................................................
..................... ................ ...............
--———---__-_-
--__------------
ce LLJ I rA p
L) U) 79?
Z
............ ............. ...............................
............................. C) r_�
...................................................................... ............................ .......................... .............. ............. 1 00
cw R �;
e ................... ............. .............................. .................... ...........
..................
.................................... ........................
.............. ........... 4—
CD C�l
bo
�-u >- 00
LU .................. ....................
...........400
................... .................. .......................
................
C*4
....................................................-.............. ..................... ..................... ............ ........... 8
?
t
C)
..............
00
LL. ........
....................- ..........................
............................ ................ ...................... ......................
............... ...............
............... ................- ............ ........................................ ........................................................... pro
................ ................................ .......................................
.......................
..............................--................. ............... ..................... ..................................................-.................................................. ............... ................-
................... r--------------
ce -------- FINISH FLOOR
F .......... ..........
0 INISH FLOOR ...............-----------_
U_ ------------------
U_
a- Uj
01
U_
'J_
7
o R
ce 1_4
L-------------j ------------T--------------
8 on 01
ce 0
0 0 ,�cn 0,1
:>
M ui REAR ELEVATION
LU
ce
L cuoi SCALE: 1/4" 1'-0" COASTAL
ROOF SLOPE PLAN ce
LLJ LU
0 SLOPE: 5: 12 U.N.O. 0
U�c)
ce
SCALE: 1/8" V-0" COASTAL
UJ ur- a
ui
ui
ca > U-1
_j :�: I W
0
RbOF VENT CALCULATION
0 < Lij
CJD
ui
U_ 0
00 ATTIC AREX(TOTAL UNDER ROOF) 3131
t3 w ce
d 0 ROOF PER 0 0 U)
b DIVIDE BY CqDE REQUIREMENT 0 ce
CONTRACT 300 ca
0
cw1 F MIN. N& FREE VENTILATING Uj LU U
__j
0 LU
>_ 0 10.44 _r 0
LU co U AREA REQUIRED U
Lu (n
(=) 0 NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO 1L.0
n 0 (D
U.1 rc--,
HEEL HT. -—-—-—-—-—-—— -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—----—-—-—- BE CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE
ca — --—-—-—-—-—-—-—-—-—-—-—- iv-7 HEEL HT.
Uj
-------------------
REQUIRED VENTILATION IS PROVIDED BY ROOF VENTILATORS
--—-—-—-—-—-—-—-—-—-—-—-—-—-— -—-—-—-—-—-—-—-—-—-—-—-—-—U__U U u U U____ U ____U U U--—-—-
U U U U U U U U U U U
Ld < -.1 -........................................................ ................. ................. :��13
T. 0. PLATE ................. ................................................... ........................................................................ LOCATED WITHIN T-0" OF THE RIDGE OR HIGH POINT(UNLESS uj
Z X LU T. 0. PLATE
ce
.............................................................................................................................
3: .......................................................... CONFLICTS EXISTS) MEASURED VERTICALLY,AND THE BALANCE OF
........ .....................................................................
0 U) Inu .........................I..................................... ........................... ........................... ......................
.................. .............................................................................................................................................. ............. .......................................................................................................... .... .............................. .......................
UJ THE REQUIRED VENTILATION BY EAVE OR CORNICE VENTS.
ce tn
ce El
.......................................................................
.......... ......
(D w ui m . ....... ............................................ .......................r .......... .................... ........................... ...........
0 > :-3: ..........................................................................................I................................................... ...............----------....................................... c
...............- ...................................................................................................
co 0 ; i
-----------------------------------
3:: Uj 0 .... ....................................... Uj
............ .... U ;
Xn-'
UJ 0 ......................................
LU UJ
uiU) ...................................................................... ..............
LU
U) 03 T.O.HEEL
-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—--
T. 0. PLATE
...........
co 2ND FLOOR HT.
UJ0 —-—-—-—-—-—-—-—-—-—-—-—-—-—- -- -—-—-—-—-'k
Ilk HEEL HT._____—-—-—-—-—-—-—-—-—-—-—-—-—- —-—-—-—-—-— —-—-—- c�
-—-—-—-—-—-—-—-—-—-—-—-—-—-— U U 1i w W_ U U U U Ll ii U Ll U,,-
03 -MR -
--JT. 0. PLAT , U u U ____LF__U Er- U U U ............. F_
0
CA En 0
LU � I I i . . .................
UJI
00
20, on C)
Uj
0 eq i 0
CD t
-4 U_
CD
U) LU ch
U_ (n 00 0
0 LU _4 - �6t V-4
x0 ------------- 0
LU W -
Z U_
Z 0 0
0 2 ........ ......
V) 0 FINISH FLOOR Z
b 00 FINISH FLOORI I <
Z LU
< E3
0
w ui -7
0
ui
Z: Uj 5=
Uj 11 8 7� Uj
0
Z 6 >
can- 5.2.8 5.2.8 V)
LU 5.2.8
LU UJI
fx_: (j U")
00 OFFICE COPY uj
cU0j LEFT ELEVATION <
------- ----- --------
T
FLASHING
FLASHING
-Its)
7 NOTE- F
BE CALC
01:nj
F
Ll
_0 W SCALE: 1/4" COASTAL LU
co
ED
UJ CO Uj X:
1-4 0 U ASPHALT SHINGLE ROOFING ( L=n c e kn Z-W
Z :j rL! P__4
=1 I ce SERIAL NUM
< 8 p U- I BER 1014.0
MTNE8W0FWiR0W_n*0EMMPXTW0NTKtS
DRAWNG CWM WrrH THE AMXWE 11110"R==
ODDE IN MEET AS OF DAN OF COUMT1014 B&M.
February 7,2017
-011
0 4Y2 3
V
;01
-0 0 F Ft
v -4
I Gon"
FRONT VIEW
if [4
ROOFING PER 21-8Y2
CONTRACT, ON SIDE VIEW FRONT VIEW
(2) 7/16" SIDE VIEW
SHEATHING R 9673
44,
2X6 W/2"'
2X RAFTER TAILS 0000 0
ROUND VENT 12-AX4 SUBFASCIA
U_ O.C. @ 24" O.C. 1AX 21-411
0 @ 24' 4 OUTLOOKER rn )117-,
4 LEDGER r
0 3/8" METAL DRIP--"" 11-211 LO
CEMENTITIOUS 300
% - 450
Ovan G. Drummond, AIA
:ASCIA
(n Uj SOFFIT HEEL 1 x6 F
0 1--*
AR 96399
%
Manuel Gonzalez, AIA
U.j -TRUSS LAYOUT ko
5
METAL DRIP
BY ENGWER Y2
in LU 0 'Y211 Y2
AR 96730
%
V-4 i F
—1 2/2
ca 5�2
IX4 FASCIA IX6 TRIM BOARD Sang-Yub Lee, PE
-.i - -
%
-011
0 0.H. SIDING PER
72328
LL. 2X6 RAFTER
N� % 3/2
\-WALL, ELEVATION Sk
TAIL @ 24" 0.H. 77 WALL, j/Z
LU
21
2
O.C. PER PLAN 2
411 TRIM @ PER PLAN 2x MOUNTING ob
................
03 1
Uj ca SIDING PER CORNERS TRIM USED AT ---
j�'. 0 P/2 I jf
U ELEVATION (TYP.) SHAKE&LAP x MOUNTING TRIM &A MOUNTING TRIM
0 t7,- 1-1 USED AT SHAKE& 1-4 04
U.1 SIDING USED AT SHAKE&
LAP SIDING
LAP SIDING
0�!< ce ___�RACKET DETAIL 5'�BRACKET DETAIL U
�:: 0 1 AVE DETAIL ��2GABLE END DETAIL r3 r4 �BRACKET/TRELLIS 0
�.j UU
0 irj 5.2.8 SCAL 1/2 1 -0 5.2.8 SCAL 1/2 1 -0 5.2.8 SCALE 1/2 5.2.8 SCALE 1/2 5.2.8 SCALE 1/2 =1 -0 0 8
2'u" 0 E ll� -
6 p cm,
Uj 7%
U.j 9.2
R A Z
ui SHEATHING
INSULATION AS
REQUIRED ......................................... 14
�U_ >- 0 —WATER-RESISTIVE
LU
BARRIER ------
�—IX6 HEAD 0
13d ING PER ELEVATION STUD
c; C:) SID
LLJ U_ _j
----JOINT FLASHING
FLASHING ------
in AS REQUIRED
FLASHING
/_ J 2nd FIN.FLR.
0 1X2 1X4 C=) Ln
CAP -NAIL PER -1 -1
CASING Ln I-
CL ui MANUFACTURER
o 2 FIN.FLR. SPECIFICATIONS -------- U_
CZ ....................
LU 0 FLOOR-J I- I
1 X 2 CAP LAP SIDING c> 1 2t 1
SYSTEM
..........
1 X 6 TRIM 1 x 6 TRIM
Li U ; s 1: 1 - ____'CONCRETE
LU >
FOUNDATION LU I
ce 1 X BLOCKING I X BLOCKING I >
ui cy- LU
ce
ca :4 4
CAULK AS SIDING
LU LU
....................... 0
0 NEEDED
41-511 Ul)
SHAKE SIDING 2
5/4 SILL
Uj
LU
r
STARTER 5 -011
Uj STRIP
00 < > IX6
L+ ............. APRON PLAN VIEW LU i
j 0
LU U-1
R r
LU En 9.1 ca Z:
LL. U)
0012 9.1 A5.2.82 0 <
d 0 6 D A K'_7 '�LAP SIDING r8_"��WINDOW DETAIL 4" TRIM U-j ce Zp:
WAINSCOT/Tr%MNSITION DETAIL P-4 a
Rj bt-64 b 11-011 A5.2.82 LAP SIDING 0
s 0 0
cd 0 ce W . U.1 U
5.2.8 5.2.8 5.2.8 SCALE 1/ 4 X411 LAP SIDING
Coe 4" TRIM POS�
0 ------- LU
Uj ca U 0
LU (n
.......... ................................................
U) 0 (9 ................................................
LU
LU
>- ca 1%
co ui %
-1 2: cn C-) c:)
9 .......................... .......... ................- ....................
LU in
3: e% LU cn LU
----------- ---
------ rn ce
0 (n NJ F 0
Uj
Uj
ce 41lx4lL--/
< %-4 TRIMf
POST
w LU 1
0 >
0 4" TRIM L
Uj
W
U
Uj
U.1
2: LU
Uj
LU 21-411
v cn
It— I – -1 _'�'�ERVICE COURT DETAIL
'ce -;IN% C)
1Z r9
- 450
Lu 0
all SCALE 1 11=1
/2 0
64 5.2.8
U53) 2 1/2 5Y2
tun F4
.J
0
0
Uj
tn
=I 3Y2
0 ui
0 1.4 10 SHINGLE
x '4 co
L) 0 11/2 J" I 1"x4"TRIM SIDING
in U=j x MOUNTING TRIM cn
LU I.-
USED AT SHAKE&
U_ (n
0 LU LAP SIDING FINISH FLOOR 1/2"SHEATHING
LU 4"x4"WOOD
U_
M C) M POST
M 0 4"x4" POST
. (n ELLVATION VIEW CAP ABOVE. IMAII
b om 10 RACKET DETAIL
dZ LU "=I 1-0 11 INT. EXT. C)
SCALE 1/2
<
<
Uj 5.2.8 2 X4"-----M I
C)
V-4 rA
Uj 1-4 V-4 00
X: Ld
0
LLJ p__1 M
0 pi LL. Uj
0 LU
r*4
9 85 :2 Lou 1 1V2 > M
Ile LU 3:
< 0 '2! 11 1
"i FE r'9.'1 CE COURT DETAIL, (�9.2 SERVICE COURT DETAIL- 2w 0 __j
;a PLAN VIEW SCA E 1/2 11=1 1-011 SCALE 1/2 11=11- 11 Ui Ln
(9 5.2.8 5.2.8 0 ce
M �: 12 LCUD 0
LU <
;0t
L
Y2 If
".2.8 ".2.8 ".2.1
0
UA p__4
-0 COLUMN QETAI _ &_ ce
SCALE -172 11=11-011 , Uj tU LU
OR 5.2.8
LU co Uj OFFICE COPY
U) 2!:
_3 0 ZKRIAL NUMBER
U I OR 0
1014.0
TO THE SEST Of MY W04B)GE,THE DESIGN DOWED ON nU
DRAWING COMFLIES WrrH THE APPLIOItE KXNAN MINIM
ODDE 94 WOU AS OF DATE OF COMMM N&M.
E� February 7,2017
0
ROOF PER CONTRACT
B (TYP) 0 F F1,
CL
SEE SHEET A3.N FOR el Gon
INSULATION SCHEDULE
RADIANT BARRIER (TYP) R 9,673
I A%
TRUSS LAYOUT PROVIDED BY
m U_ N
P-4 0 TRUSS MANUFACTURER D
Z c)
67��-,7 7
7'� 5'i !� 7`6��,_��i�0�
............ .................................................................. ........... ....... .... ........ ............................................................................................................... ..............................................................- ............ .......................................
......................
Z U)
0 AR 96399
LU Manuel Gonzalez, AIA
En UJ 0
mi CE ce AR 96730
......................... ..........................................
co
ce Z . .............
. ...... Sang-Yub Lee, PE
p LU LOFT
U_
....... 72328
BEDROOM 2
Uj
A
. ...........
0
co
LU TWO-STORY
FOYER m
0
0 in 3: 0
0
Uj
Znj. w cn
FLOUK FK INQ FAYQU I FKOVIDW bY I RUSS MANUFAL I UKtK
:j LU
0 i:u-
.................... tp
cl
FAMILY ROOM
...........................................
12
U
ce LLJ
En
UJ 0 Z
ce 2! UZI
Uj
.............
04
Z LU FIRE PLACE
ce
U Li- __j !1� 1i
Pro
.......................- ....... IPAVERS
PAVERS
U_ . . . . . . . .
...... .....
. ..... ... ...... ..
.... ......
LL.
-'a cc)
............
--------------
......... .. .. ..
0 LU
......... .... ...............
i.P"y R.. �� -i_
0
L 1
Rm
U Fe g
UJ C)
Cie U
<
RE LU Jy�
V.-
Uj
ce LU
ce
L; cuoi
Z
_0 ;m -N�BUILDIN TION 0 tn
12 K—A G SEC
LU
CALE: 1/4" 1'-0" COASTAL
U J S
00 >
Uj
0
0 W Uj
I.— a— 2:
w (n
U_ ch
0 0 0
uj Cie Z
r_11i
d 0 0 0 (n
(A bLU 0-4
Lr-
af LU U
0 ROOF PER CONTRACT (TYP) —1
LU
0
LU Co U U
a (n RADIANT BARRIER (TYP)
LU 0 (n
(n 0 \-TRUSS LAYOUT SEE SHEET A3.N FOR LIJ
En
UJ PROVIDED BY INSULATION SCHEDULE C13
>_ co UJ
co N
TRUSS MANUFACTURER—\ UJ
_3
ED
Z X Uj C�,
tN
Z
6� 6�'
Uj
C) (n _j UJ LLJ 0
Z
LLJ 13E
.......................................................
ce (n
2K. ce 00
w Uj ........... .............................
...................
0 >
H
0 c BATH 2 CLOSET
MECH.
T!
--_-----------
in
UJ TRUSS LAYOUT ROOM .....
U : tu
Uj (n TRUSS LAYOUT LU
PROVIDED BY m
U !
U) ui in Z
LU PROVIDED BY
TRUSS MANUFACTURER
TRUSS MANUFACTURER
..............
ce ff)
pi e
;:10 0
cl J
............
U1.
............ ......................
U) _j
Uj < (n E_ FLOOR FRA 4ING LAYOUT PROVIDED BY TRUSS MANUFACTURER
w Uj
0 0
_j
Uj A
ce (n (n
..........................................
.............................. GOURMF KITCHEN
ce 0
0 03 COFFER CLG.-j
.................. ---- --------------------------
........................
...........
[011
cn
...........
Uj
FAMILY R
OOM
Uj ............... cn
..........
......... ... .........
.-K MASTER MASTER
UJ
U_ W) BATH BEDROOM
0 LU
.....................
.............
Uj
Z 0 Z
U_
Z C) (n L
Z
C)
Q OM
0 M
LU
W
U
UJ --—-—-—-—-—-— -—-—-—- —-—-—-
.......................................-
It
LU Z
...... .. ..........
T, --vi:',
....... .....
jr
4
03 2c
F
Uj
(D Ui U
U
m UJ 0
00
-F
CABINETRY AND APPLIANCES
can- ....... ......
LU
SHOWN FOR REFERENCE ONLY
(j
m 0 r<
<
LU
(n co
LLI
Z LU UJ
0
FE
rB '�'�BUILDING SEC.",MON co
.0d x: OFFICE COPY LLJ ED
UJ 00 Uj X,
m CALE: 1/4" = 1'-0" COASTAL
_j U U-) Ul) ;Z
Z I M I
0 LL.
< URO j ce SERIAL NUMBER 1014.0
M M BW OF MY MM=Gk THE DEM DMM ON THS
DROM CMM WIN 7M APKXWE NUMN M"
WM M MW AS OF DATE OF affrMTM BUM.
February 7,2017
OF FLoA,
..... ......-. .......... .......... . ....... ......... ......... ... .......... .......... .......... .......... ... .......................
GonZ
@
96730
M U-
ED
0
Ovan G. Drummond, AIA
(n LU COVERED AR 96399
0
Uj Manuel Gonzalez, AIA
LANAI
AR 96730
0
cc
Sang-Yub Lee, PE
ce M
0 72328
0 &
Uj 00 21,
01 LU
LIJ jE Ca
2ulw 0
r-1
LU
.........................
........... .............. ........... .................
-----------
...............
..........-
0
..............
Z
< t7. .................................................. ...................... ..................................... ...................................... ...................................... ....................... .................. ......................... ........... ................................ ... ................ ..........................................- ...........- ...................................................................................-
0
0 0 01
LU U
C!" ce
ZJ Uj
0 2j 0
�uo 0
W.I.0 a
03 < BREAKFAST
04
AREA
�4
Ce LU
Z
Uj
ce
Uj MASTER
�4
...........
BEDROOM
�-u
LU
...................
ce
C3 C:>
LU LL.
3=
0
0
U—
.. ...................
Uj
0
LU 0 —------------
ce-
0 ................... . ........... ..................... C)
...........
(n
0 Os
LLJ
w
ce LU
Lcuo
LU
ce
LU
KITCHEN FAMILY ROOM
Z
0 W.1.C.
0
12
Uj
Uj
.............. ...............
..........................
..................-
U J
...............................................
LAUNDRY
0 -di AIR JUMPER
..........
co < > OPT. 10"x10" LU
qj
LU
ca
Uj (n
U- t5 0 2! <
0 C)
Uj
MASTER BATH
C)
iw U)
0
Uj
ILL',
ce Uj
0- LU
A/C COMP. #2
0
0
0
Uj CO U
--------------------——--------------- -
T---------------------
.......... .... ........................ ................................. .............. ............. ................................. ........... ...............
FE
Uj (n
(n 0 0
POWDER LU
Uj cc
co Room
LU
LU
A/C COMP. #1
uj
DINING HALL Uj
LU ------
ce
3-. (n WJ gn
ROOM
01 rZ, I
0 (n _j Uj im
2c
FL
....... ......... .......... ......... .. ......... ....................
LU
ce yj
0 >
DC
0 co, <
Uj 0
LU
Uj
Uj (n
(n Uj J3 -------
0 Uj
............... ..................
FE 0 UUJ
TWO STORY
cn
ce 0 .... .........
co FOYER
yj 0
..................
THREE CAR
............... .......
Uj GARAGE
...... ......... ......... ......... .......... . ........ .......... .......... .........
Uj
Uj
0
Uj 0 ..........
(n
Uj
...... .......... ... ... .......... ........ ........ ....... ......... ... ..........
0 0
cn
03 STUDY ...................I ................................
.......... ............... ....................... ......................
L=u cn
...... ....... .................. ..... ............
U) Uj
in U-
0 LU
................. .. ................................. ...............
--—- ----------------
0
Uj F- ce COVERED ...................
0 U-
0
0 WM ENTRY
--------------------
............. ................... .............. ............... .................................................................................................................................
b mo
..........
T T- T -f 7 '
M Uj (D
< (3 v; I I
<
Ce LU
a. - — —— — — — — — — — — — — — — — — — — — -
LU 0
2: LU U U U U U U U U U U U U
ED LL.1
0
0 ouj 00
cl can- a 0
Ile LU
OFFICE COPY 0
0 0
10 Uj
Lin
Uj w
U=1 FIRST FLOOR DIFFUSER LAYOUT ce
b
-0 DIFFUSER LEGEND Lu
(n UL- ca
SCALE:1/4" V-01" COASTAL U- Uj
Coe 1-4
Uj CO Uj ISO =
Z _j s U—Pp-L y-- RETURN EXHAUST F—AN UN I W ;-01
0 _3
U- FOR REFERENCE ONLY
;18 RO SERIAL NUMBER 1014.0
N
TO THE BW OF W MMEDW,THE DESM 0010M ON THIS
DRAWNS CONKM WrrH 7HE APKJCME MRMOM KMMM
OWE N BFK7 AS OF DATE Of WOUTM MOW.
E� February 7,2017
0
U
— — — — — — — — — — — — — — — — -- o� F
F
CL
2
CL Gonz
L —i R 9673
0 U-
b-4 0 ED
cl Z
00
f712 Ovan G. Drummond, AIA
U) ROOF BELOW
0 1-4 AR 96399
x:
Uj ce- Manuel Gonzalez, AIA
th LU 0
= M ale AR 96730
ce 0 ca Sang-Yub Lee, PE
0 LU -J 72328
Luu-
BE
A
0. LU A
LU ca
j:up C)
r-% 1 1 04
LU
0 0
—— —— — — — — — — — — — —— ....................... ............................................................................ .................. .................
— — — —— —— — — ——
......................................
.......... .....................
0 ...........
------------------------- ------ -----------------------------
LU
:-j U i
0 iu>
o
LU
LU
LU
Z
Lce
U
V*N
0 =
-----------------
BEDROOM 3 0-4
BEDROOM 2
LU
BATH 3
2 U- __j ...........
C4
3= 0
0
U-
>
13- .% ui
0
UL
----------- .............
............................
C'e
LU 0
—--------------------
ce 0
0
..............
14
.............................
LU
:>
..............
LU
Lc"Q
LU
Uj
0
0
LU ROOF BELOW
LU
<
pi MECH.
LU
0
ROOF BELOW
LU LU
LU
U-
0 0 C)
UJ ct
A.H.0
UJ 0
LOFT
0- ce 0
.......................................... .............. ............. Uj
M ............. ...... ......... ............................ Uj U
Q- -i
CL
LU
0
LLJ Co
Lu
(A 0 W.I.C.
LU
LU
co ca
...............
LU
....................
Ld U
BATH 2 p.-q LU
Uj ...........
C�4 i
C) _j UJ r..
V-4 i
ce
ce di ...........
-------------
—-----------
0
0 c
LU LU
...........
LU Z U
ui (n
Uj
UJ U)
BEDROOM 4
LU 0
w 2 STORY
C)
FOYER
.. .........
ED
U) _j
Uj <
LU
.............
0
LU
0 LU ................
ui
............
-------------
UJ
LU
U- (n
0 LU
LLJ
0
0 - - - - - - - -- - - -
0
rj 00
ui L — —— — — —— — —— — ——
..................... Uj
............
<
ui
ui U-
x U3
ui U-
(D Uj
Z
ui
< w OFFICE COPY 0 Cc)
"i FE
Zo
U-
<
U
U=J SECOND FLOOR DIFFUSER LAYOUT
0
-0 ce
DIFFUSER LEGEND 0 W
SCALE: 1/4" V-0-1 COASTAL U cc
UJ CO ui Uj LU Uj
U SUPPLY CSQ RETURN EXHAUST FAN a7- =
W W V) I
0 U- FOR REFERENCE ONLY I-
U 0 PERIAL NUMBER 101, 4.0
TO 7HE DW OF NY MMME,7HE DeM DMM ON THIS
DRAW=0"LIES WTrH TM AM10KE MDM4M FiRM
CODE 9(UW AS OF DATE OF CO"nTION MM.
U
...........
it
. ....... ........
Ft
CL
co 4
R 9673
COVERED
LANAI
0 U_
P-4 0
E D
00
64
ce
UJ
Ovan G. Drummond, AIA
AR 96399
0
Uj ce
U) LU 0 Manuel Gonzalez, AIA
ce AR 96730
ce 0
Sang-Yub Lee, PE
72328
LU
CL
ob
LLJ co
0
W4
WP 1.4
L_ �4
U
00 GFI �4 [-4
HB
.............................- ....................
[-4
------------- ......................................... .........................................-
..............
C)...............
.......... ................. ................. ..............- ....................
3: 0
.............. .................... ... ......... ......... ............................... .......... .....................................
LU
U
U)
1Z
:j Uj --------------
0
0 aj 0
........ .......... .... ........ ......... .......... ... ...... . .....
0
0-4
LU 7% W.I.C.
BREAKFAST
MASTER
cz UJ AREA
U U) ;c-
BEDROOM
�9 cl. En Z
ru ce 0
064
GFI
04
PENDANT �4
Z LLJ
PRE-WIRE
ce
TYP. OF (3) ............. 44
r
0
LU LL_ _J
Z
0 i GFI
c r_1
U0
ck- FOR HOOD VENT
TO DISPOSA�
2
................
0
ce. FAMILY ,-
LU 0 ---------
ce U
ROOM ------ ........... ......... . ........ ..... .......... .... ......... ........... GFI
........................
.......... .......... .......... ....
G
...............6....................
ce 2
in0 .............
0 1
Z LLJ
LU
�G
GFI::
(j i A
UNDER CAB. TO
W LU
2� UJ
00 DISH WASHER W.I. VP01-
LU DL
Uj p UK
E '
GOURM
...............
.............................
c Z pi ...........
0 . ......................
e KITCHEN TANKLESS
co GF1 GAS WATER
LU
......................................................
HEATER UJ
GFI UN
0 (5 LA NJ
.................
0 Uj
.............................................
..... .........
gs
--Rff.—
Uj U)
U_ U) t5 C) < <
1. LU
0 0 SPACE ............................................. ig D/C0
GF1
hGFI GFI MASTER
d 0
----------- J I-------- U 1;1
�cue 4 b
................... ........................................... ...... ... ......... BATH C) ce
Q-
2 i
LU
OWDER
GFI GFI 1 U
A/C COMP. #2
0 LU
LU Co U ROOM
OF
......................... U
U) ....... ---------- —----------
ui U)
.................. ..................... ....................... .............................................. . ........ .......................
Uj
!9: U) 0 (D F1
'�--0
ui GFI
MIN. 6" ABV. DOOR FOR
00 LU DINING . .............
co
SECURITY SYSTEM
LU
ROOM
<
U cl
__j
LU in ........... A/C COMP. #1
Uj __4 ui
CD
SURFACE MOUNTED
A/ ce
0 cn NJ
ELECTRICAL PANEL
UJ HALL
3/4" EMPTY CONDUIT TO 2 WF
L
CO
GANG "I" BOX W/ NK
. .......... ......... ....... .........." I
...... .......-. ....... G-Fl—,
0 w LU �4= BLA
M 0 > 3:: PLATE IN GARAGE
0 C>O-
Uj
LU
THREE CAR
UJ
M. LU
LU U) GARAGE
TWO STORY
UJ
.......... .......
..........
......................
FOYER
ce
TO LIGHT VERIFY LOCATION WITH ce)
OPT.
�ATTIC ACCESS
< pi 0 OPT. ABOVE\ ......... .......... TOLL BROTHERS P.M.
> U LIGHT
WITH LIGHT &
C)
UPSTAIRS'i i G.D.0.
. . ........................ SWITCH IN ATTIC
LLJ -j
(A _j < </
UJ < U) G.D.O.
LU -w- —
YG.D.O.
..... .....
a. WALL 0
Uj
U)
ce 0
M. UNT
STUDY
1Z
HB
.e
n UJ
........ ........ ........ ......... .......... ......... ..... .. . ......... .. ..... ......
L=L' ........ ........... .......
................
U) UJ cn
FOR IRRIGATION
in U_ U) -------
2E 0 LU
0
D B
............ GFI
....................................................
WP
0
\M\
CL - W 5 i I
WALL MOUNTS OKE DETECTOR
b dh 'tFI COVERED ENTRY
Z ui .......... ................................................. .................. ............
WP .....................
<
0
E T -I _T 11
LU
4� <
LU F7
x Ld Z vi - — — — — — — — — — —
ED W < U U U U U U U U U U U U
LU U_ LLJ
0
Lou- 00
(n ILU
LU
0
< U
Lxu: FIRST FLOOR ELECTRICAL LAYOUT
(n LU
0
ce SCALE: 1/4" V-0" COASTAL LU LU
pi ui
01
U- 1
7Tq'
vv
OFFICE C r,..,PY (D
w W
=<1 8 to- 0 rsERIAL NUMBER 1014.0
M 7HE OW OF RV WOWMGE,THE OEM DEPICTSD ON IM
DRAWNG CMUES WnH THE AMLZABLE HOW)KA4 BLIBMW
CODE M Of=AS OF DATE OF CBMFATMN BELOW.
ELECTRICAL LEGEND February 7,2017
0
L)
SINGLE RECEPTACLE
DUPLEX RECEPTACLE Ft.'01y
F- — — — — — — — — —— — — — — — — — — — — — — — —
240V RECEPTACLE
Gorl
co SWITCHED RECEPTACLE
DUPLEX RECEPTACLE (220 VOLT)
SINGLE FLOOR RECEPTACLE 96-73
DUPLEX FLOOR RECEPTACLE
U-
SWITCHED FLOOR RECEPTACLE
o
< V) QUADRAPLEX FLOOR RECEPTACLE ROOF BELOW Ovan G. Drummond, AIA
= LU
0 GF1 GROUND FAULT INTERRUPTER AR 96399
pi ce Manuel Gonzalez, AIA
in LU 0 AR 96730
ce wp WEATHERPROOF GROUND
ca Sang-Yub Lee, PE
0 EP ELECTRIC PANEL 72328
U-
0 12
VP VAPOR PROOF
o
I LU < RECESS INCAND. (EYEBALL) FIXTURE 1�
UJ ;c ca
aoj P- C) SINGLE FLOOD - WALL MOUNTED
C 15 rn
no ui
;E DOUBLE FLOOD - WALL MOUNTED
— — —— — — —— — — — — —— — ........... ............. ................. ............... ................. ................... — — — — —— —— — —
3:: 0 SINGLE FLOOD - SOFFIT MOUNTED
---------- -d
ui .......................... ....... U
�J* U i
DOUBLE FLOOD - SOFFIT MOUNTED
0 i>u
a'j, 0 rZ HANGING PENDANT - CEILING HUNG
0 PIT.
INCANDESCENT FIXTURE - CEILING OPT.
0
MOUNTED
ad UJ INCANDESCENT FIXTURE - WALL MOUNTED
0
U U) ;-r Z
OPT.nTv
!y 2 cn- RECESSED HIGH HAT BEDROOM 2 BEDROOM 3
E
2 2 FT UNDER CABINET FLUOR. FIXTURE
...............
(n 64
3 FT UNDER CABINET FLUOR. FIXTURE
?u- ;>
BATH 3
4 FT UNDER CABINET FLUOR. FIXTURE
LjLj LL. -J
_j
STRIP LIGHT
k;7- 2E
0 12X24 FLUOR. FIXTURE
0
U- 12X36 FLUOR. FIXTURE
OPT.
0 -UJJ 12X48 FLUOR. FIXTURE
........... Nt...................................................................
............. ..........
Uj C) En 24X48 FLUOR. FIXTURE
— — — — — — — —— —— —
a 0 (n
--—----------------
EXHAUST FAN
LU OPT.
ceEXHAUST FAN W/ LIGHT ............ ............................. .............. ................................................. Uj
ce
w cuo' M
F- LU
ELECTRIC CO. METER ------
2�
SD/C0
Ln
GAS CO. METER 0
LU
LU SMOKE DETECTOR/CARBON MONOXIDE
ATTIC ACCE
SD/Co DETECTOR Ss
c
Z pi ROOF BELOW WITH LIGHT& ROOF BELOW
cl�)
ce
ca < > SMOKE DETECTOR
U-j
SWITCH
0 :.-JJ
LU
LLJ
-j SINGLE POLE SWITCH
0
U
bi En $ 3 WAY SWITCH MECH. ca
0
con
4 WAY SWITCH
d p LOFT
DIMMER SWITCH <
Uj
T PUSHBUTTON
U.1
Coe LU U
.......... ........... CL
ONNECT SWITCH ................. LU
6....................................................
LED DISC
0
LU Ca JUNCTION BOX
--- — — — — — — — —
EOPT.
Uj (A F� TVIACK
v PHONE JACK - PREWIRE ONLY Uj
(n
cc)
BATH 3
co THERMOSTAT SD/C0 z
00
LU
LU
PHOTOCELL - SOFFIT MOUNT _j
ui
11-� Uj
0 w PH - WALL MOUNT
31: (n (n OTOCELL
..........
.................
.................
0 (n ui ELECTRICAL PANEL
UJ
SPEAKER WIRE FROM TOP OF WALL
11. CO
ff GF]
ce
w Uj =r KEYPAD -------- v
.................
LU
0 > -----------
0
3.1 0 CHIMES
in
STRUCTURED PANEL (A.K.A. SMART BOX
U-1
uxj: U=J (n
COMMUNICATIONS BOX MEDIA BOX, HOME
(n ui in M EE3
UJ
DIRECTORY)
Z UUj
....................................
OPEN TO FOYER cn
ce JINTERCOM
co ce
pi 0 BEDROOM 4
BELOW OPIT.
FOR REFERENCE ONLY
ui .......... ..................
En
UJ (n cn
J
UJ
Z low I
(n 0
Uj OPT4
0 UJ ..........
TOSWITCH TO.'�WIC
W EL"o
BELO wl�
........... cyl
UJ
U- En
.M 0 LU
0
;LZU
0 -- — — —— — — —— —— —
0 con
0
Cc>
L— — —— — —— — — —— — -- - C) U
tn
ce ui <
UJ b
2: Uj
03 W ;Z
0 1" U- LU UJI
ui t:-- 0 00
imn unj
c" ui r, 0
ix.- (j 12 013 r*4
ui
3=
Z
"I
a
rill
ui
a Z SECOND FLOO_R EIECTRICAL LAYOUT
0 LU
COASTAL LU U LU
I" I LU LU
SCALE: 1/4" = V-011 OFFICE COPY
CO ui M, :1= M
Ln (Al Ln Z
U-
8 If? 0 SERIAL NUMBER 1014.01
TO THE BE51'OF MY KNOWIMM,7W DESIGN D==ON 10
DRAWING COMPUES WITH THE APKICAM PUNDRIN MM
CODE IN 9"Mr AS OF DATE OF CERMCKTION BMW.
0
TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING
OF-F�f
1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE
p co
CL BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHING TIE-IN MECHANICALLY FASTEN AS WEATHER FOLD UP WEATHER I Gon
cn RESISTIVE BARRIER &
2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE INSTRUCTIONS: NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER &
THROUGH FLASHING BARRIER TEMPORARILY SECURE
@ HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT, FOLD UP &TEMPORARILY
4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE SECURE WEATHER RESISTIVE WEATHER R 9673
BARRIER ABOVE HEADER TO EXTERIOR
BARRIER ALLOW FOR FLASHING RESISTIVE
M U_ V BARRIER - - - I '
C) 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD INSTALLATION 611
0 WEATHER N__HPE—,?IT SILL PAN
0 FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE
RESISTIVE 2. INSTALL HEAD FLASHING UNDER 2
...... BARRIER WEATHER RESISTIVE BARRIER Ovan G. Drummond, AIA
Z (n U.J
0 � X: ",_
(ASSEMBLED AR 96399
LU
3. FOLD WEATHER RESISTIVE -n WINDOW ) -n Manuel Gonzalez, AIA
SILL PAN
V) UJ 0
BARRIER BACK OVER HEAD 2
AR 96730
FLASHING AND SEAL WITH TAPE Sang-Yub Lee, PE
0 pi -j 2 Z 72328
LA_ 10
FLASHING
ui
00
DO NOT FLA 00
SH
0. U-i < OVER BOTTOM
UJ ;c CORNER
i FLASHING
1-- 0 NAILING FLANGE
PATCH >1
n 0
..........
NOTES:
0
0
1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE 0
U
WIDE). CONFORMING TO AAMA 771-07
_j LU 7M (MIN. 6
0 aj 0 FLASHING
4 FLASHING
i�up 0 E 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF
-cn tp
WINDOW SILL PLATE. s
NOTES:
3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. 0
LU 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
0 CONFORMING TO AAMA 711-07 4. INSTALL FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED
CL w Z
BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07
............
2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS
UJ
3. MECHANICALLY FASTEN AS NECESSARY
jE < 0
ci 0 8
f3e
UJ U_ -J 0
P 0 4 "�_ TYPICAL WINDOW FLASHING DETAIL 04
(E��_j TYPICAL SLIDING GLASS DOOR FLASHING DETAIL KE 2
0 �3 N.T.S. (EXT-1) �3 N.T.S. (EXT-2)
k: 9 OPTION -A
0 0 _1 LL_ 0
U_
Z
8 on
c3e 0
0 611 FLASHING
CONT. DRIP EDGE LU
ce
............ U-1
ucoi ............ CANT STRIP ce
ACROSS DOOR HEAD
TO DIVERT RAIN LU
2i WALL PER PLAN
0 SILL PLATE WALL PER PLAN
...........
ui
RAI N D RI P
LU
> SEE NOTE #2
0 EXTERIOR REGLET LU
co
0 DOOR
LU
U.1 gn WALL SHEATHING
U_ in '--- EXTERIOR
00 WITH WEATHER WINDOW b
0 RESISTIVE BARRIER �;' 2_1
b
CL
0 ce.
NOTES: 2T
ce Uj 1
0 NOTE:
>- 0 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE)
LU
LU Co
CONFORMING TO AAMA 711-07
THIS DETAIL ONLY APPLIES AT EXTERIOR
LU 0 (n DOORS THAT HAVE NO IMMEDIATE OVERHANGS
2. INSTAL
fn 0 L SILL FLASHING AS SHOWN ABOVE
ABOVE THEM AND DOORS THAT HAVE A SE-COND
Uj STORY WALL ABOVE THEM.
>_ co ui 3. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS
co
Ld
LU
U_
3t U) ru U)
0 (n _J UJ WATERPROOFING AT EXTERIOR DOOR EXTERIOR WINDOW
Ui
00 EXTERIOR OPENING OR BEAM (EXT-6 HEAD DRIP DETAIL. rEx7_�7 HEAD DRIP DETAIL 61
W LU KE;_5 � 1
Z 0 >
00 N.T.S. (EXT-5) N.T.S.
Uj N.T.S. (EXT-6) (EXT-7)
LU
ILU
LU I LU
LU 0 9 M: 1
(D LU (n
Z bd E
g g 0Z
c'0
LU 0
>
En
LU
ce
Lu 0
ce
w Z 6
=U
5 UJ
En UJ
U_ W
Z 0 LU
= 0
LOU F- fl�
Z 0 Z
5 = 0
E a- - (Q 0 _j
aw g b 00
cn 0 LU
C> 0
ce UJ
LU
2: LU C6
LU M!
0 t3 pi U_ Uj Ln
c> Z LU 0 LU
can-
qj 0
V__4 'i ix.-
0
Z cn
<
t0 LU
LU
-0
ce-
M V) LU
Uj to
OFFICE COPY < <
U_ in LU CO LU LU Uj
OR M, =
CL; =I tn V)
8 OR UO- SERIAL NUMBER 101
TO THE BEV OF MY W#LEDGF THE DESIGN DM=ON 7HIS
DRAWING COMPLIES WrrH 7111 AMUCAOM NINDOM IRMIXING
ROOFING PER CONTRACT: ON (2) ROOFING PER CONTRACT. (CONTRACTOR TO MDE IN UNU AS OF DKIT OF CERFUCKTION BELOW.
E� 7/16" SHEATHING PROVIDE PRODUCT APPROVAL FOR ROOFING
a (CONTRACTOR TO PROVIDE PRODUCT SYSTEM)
t7 APPROVAL FOR ROOFING SYSTEM) SEE PLAN ALL ROOFING UNDERLAYMENT TO BE OF FLO"�
SELF-ADHERING POLYMER MODIFIED BITUMEN SEE PLAN
ALL ROOFING UNDERLAYMENT TO BE
16- N SHEET TO COMPLY WITH ASTM D 1970
SELF-ADHERING POLYMER MODIFIED BITUME I Gonz
SHEET TO COMPLY WITH ASTM D 1970 PRE-ENGINEERED WD TRUSS, 24" O.C. IMF
2 X 6 W/ 2" DIA.
77 INSULATION BLOCK
ROUND VENT @
24" O.C. 2X4 SUBFASCIA -y-y-Y-)
967
METAL DRIP
METAL DRIP J"V )k k
m U_ CARIBBEAN CLASSIC COASTAL EDGE EDGE
0 1X4 FASCIA CEILING INSULATION 1X6 FASCIA CEILING INSULATION
= (SEE ENERGY CALCS.)
mo (SEE ENERGY CALCS.) Ovan G. Drummond, AIA
4'� 12 2X6 RAFTER TAIL
0 LU @ 2411 O.C. 1/2" RIGID GYP. BD. VENTED SOFFIT W/3" 1/2" RIGID GYP. BD. AR 96399
0 ER TAIL LEGEND DIAM. VENTS @ 48" Manuel Gonzalez, AIA
11 DBL. 2x SYP. WD. 0. C., Typ. DBL. 2x SYP. WD. AR 96730
tug, 3/8 TOP PLATE
a- ce TOP PLATE Sang-Yub Lee, PE
ce M co CEMENTITIOUS OVERHANG
0 ui -J 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS 72328
j SOFF
U_ 0 @ 16" O.C., TYP. FINISH MATERIAL`� @ 16" O.C., TYP.
Uj PER ELEVATION 30�
a lflff_� WALL INSULATION 00
FINISH WALL INSULATION REFER TO
0 MATERIAL PER (SEE ENERGY CALCS.) .44 w
i LU < ELEV. FOR (SEE ENERGY CALCS.)
Uj X co ELEVATION OVERHANG, 1-4
C:) 04
r" 2x SYP. #2 WD. HEADER 2x SYP. #2 WD. HEADER
LU -SEE SCHEDULE -SEE SCHEDULE
00
SCHEDULED WINDOW Q
0 ,—SCHEDULED WINDOW (SEE FLOOR PLAN) U w 01
(SEE FLOOR PLAN) N
�..j LU WINDOW ATTACHMENT :��WINDOW ATTACHMENT (3
0 im> 0 COMPLIANT W/ FBC-R tp
a�j 0 COMPLIANT W/ FBC-R
—2x SYP. #2 WD. STUDS @ 2x SYP. #2 WD. STUDS @
0 16.. O.C., TYP. 16'. O.C., TYP.
U 00
0 Un
UJ !7p WALL INSULATION
—WALL INSULATION Z
(SEE ENERGY CALCS) 2 1
R cn— (SEE ENERGY CALCS) < =
LU Ce 0 EXTERIOR STRUCTURAL EXTERIOR STRUCTURAL -94 0_�
:-g a SHEATHING AS REQUIRED �_4 04
R SHEATHING AS REQUIRED �--CONNECT WALL PER
—CONNECT WALL PER BY FRAMING DETAILS =
ip- LMU BY FRAMING DETAILS FRAMING DETAILS FRAMING DETAILS 0
F 2: PLO 8
P-4 2x SILL PLATE FINISHED BASE MOULDING 0 0
ci 0 in 2x SILL PLATE FINISHED BASE MOULDING 04 A
t2 u- __J 3/4" GYPCRETE (OPTIONAL)
M < 3/4" GYPCRETE (OPTIONAL)
0
0 X4 ce TOP OF
TOP OF WATER RESISTANT BARRIER C3/4" THK. T&G SUBFLOOR
U_ WATER RESISTANT BARRIER 3/4" THK. T&G SUBFLOOR U_
FLOOR
FLOOR (2 LAYERS REQUIRED)
0 U-11 (2 LAYERS REQUIRED) TRUSS TRUSS
POLYETHYLENE HOUSE WRAP
POLYETHYLENE HOUSE WRAP %
UJ 0 cn OR APPROVED EQUAL SYSTEM
ce U 2-- OR APPROVED EQUAL SYSTEM ROOFING PER CONTRACT. (CONTRACTOR TO CA
Ln
ce ROOFING PER CONTRACT: ON (2) 2x RIBBON FASTENED LU
U) >
in 0 2x RIBBON FASTENED PROVIDE PRODUCT APPROVAL FOR ROOFING LU
7/16" SHEATHING TO FLOOR TRUSSES Uj
Z 01-
XAQ TO FLOOR TRUSSES SYSTEM)
(CONTRACTOR TO PROVIDE PRODUCT <
> PER TRUSS ENGINEER
PER TRUSS ENGINEER
L; SEE PLAN ALL-ROOFING UNDERLAYMENT TO BE LU
APPROVAL FOR ROOFING SYSTEM) U11
WAINSCOT/TRANSITION SELF-ADHERING POLYMER MODIFIED BITUME
c) ENT TO BE �io I SEE PLAN
;e ALL ROOFING UNDERLAYM I 'i - SHEET TO COMPLY WITH ASTM D 1970 N WAINSCOT/TRANSITION
Z-6 SELF-ADHERING POLYMER MODIFIED BITUMEN It 2t:� I LBATT
U.J &r. 11 2x RIBBON FASTENED LBATT 2x RIBBON FASTENED
LU SHEET TO COMPLY WITH ASTM D 1970 INSULATION REQUIRED PRE-ENGINEERED WD TRUSS, 24" O.C. TO FLOOR TRUSSES INSULATION REQUIRED
TO FLOOR TRUSSES
R AT GARAGE (SEE PER TRUSS ENGINEER AT GARAGE (SEE
PER TRUSS ENGINEER
0 ui 2 X 6 W/ 2" DIA. ENERGY CALCS)
co < > ENERGY CALCS) INSULATION BLOCK LU
ROUND VENT @ PRE-ENGINEERED WOOD FLOOR
O.C. LU
j 0 PRE-ENGINEERED WOOD FLOOR UJ
24 2X4 SUBFASCIA �_c
_c ;2n X:
0 TRUSSES (VERIFY W/TRUSS TRUSSES (VERIFY W/ TRUSS 1/2" RIGID GYP. BOARD
1/2" RIGID GYP. BOARD
ui U) METAL DRIP
U_ En METAL DRIP ENGINEER FOR TRUSS LAYOUT) �_c ENGINEER FOR TRUSS LAYOUT)
00 EDGE U , < ;;r- F--�
12 1 y y y Y-Y-U >-C . 1/2" GYPSUM
EDGE 1/2" GYPSUM >< 0
d 0 \— CRI I IG INSULATION 6�
CEILING INSULATION WALLBOARD ON STUDS 1X6 FASCIA WALLBOARD ON STUDS
CL
LU in b IX4 FASCIA DBL. 2x SYP. WD. TOP PLATE
DBL. 2x SYP. WD. TOP PLATE (SEE ENERGY CALCS.) W/ WALL INSULATION
0. (SEE ENERGY CALCS.) W/ WALL INSULATION
(SEE ENERGY CALCS) Uj U
0- ce 2X6 RAFTER TAIL (SEE ENERGY CALCS) VENTED SOFFIT W/311 1/2" RIGID GYP. BD. SCHEDULED WINDOW Uj
wch. 0 11 O.0
.C.
0 @ 24 1/2" RIGID GYP. BD. SCHEDULED WINDOW DIAM. VENTS @ 48" (SEE FLOOR PLAN)
DBL. 2x SYP. WD.
LU Co U (SEE FLOOR PLAN) 0. C., Typ. DBL. 2x SYP. WD.
a (n 11 WINDOW ATTACHMENT
3/8 411 WINDOW ATTACHMENT TOP PLATE ------HEADER , SEE FRAMING
Uj CEMENTITIOUS TOP PLATE COMPLIANT WITH FBC-R HEADER , SEE FRAMING COMPLIANT WITH FBC-R PLAN FOR SIZE AND DEPTH
OVERHANG PLAN FOR SIZE AND DEPTH 2x SYP. #2 WD. STUDS
2x SYP. #2 WD. STUDS
ui SOFFI I FINISH MATERIAL_"_� @ 16.. O.C., TYP.
co ui @ 16" O.C., TYP.
PER ELEVATION Z
REFER TO WALL INSULATION M!
LU < a cl FINISH WALL INSULATION LL
0 = a ui MATERIAL PER (SEE ENERGY CALCS.) ELEV. FOR (SEE ENERGY CALCS.)
ui
3:: U) ui (n ui
0 (n _j LU ELEVATION JDVERHANG,
2x SYP. #2 WD. HEADER -i
2x SYP. #2 WD. HEADER
2� :5 -SEE SCHEDULE -SEE SCHEDULE Ui
<
0 ce ru-
M 0 > SCHEDULED WINDOW
b-4 SCHEDULED WINDOW SCHEDULED WINDOW
0
W 0 SCHEDULED WINDOW Lu
UJ (SEE FLOOR PLAN) (SEE FLOOR PLAN) (SEE FLOOR PLAN)
U tn (SEE FLOOR PLAN)
LU Uj
a UJ 1/2" GYPSUM WALLBOARD ON
X: ui W 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON I
U) LU 0 0 1/2" GYPSUM WALLBOARD ON 101 U
UJ 0 STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION
EXTERIOR SHEATHING TO (SEE ENERGY CALCS)
EXTERIOR SHEATHING TO (SEE ENERGY CALCS) (SEE ENERGY CALCS)
LU (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE BE FLUSH WITH THE EDGE
BE FLUSH WITH THE EDGE
Co Be cl- M BE FLUSH WITH THE EDGE OF THE FOUNDATION, 1/4'
OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS
GAP BETWEEN FOUNDATION
< Ly 0 OF THE FOUNDATION, 1/4" 2x SYP. #2 WD. STUDS GAP BETWEEN FOUNDATION @ 16.. O.C., TYP.
> U GAP BETWEEN FOUNDATION @ 16.. O.C., TYP. @ 16" O.C., TYP.
< GAP BETWEEN FOUNDATION @ 16'. O.C., TYP. AND SHEATHING
a AND SHEATHING AND SHEATHING
Z AND SHEATHING 2x P.T. SILL PLATE 2x P.T. SILL PLATE 2x P.T. SILL PLATE
2x P.T. SILL PLATE WATER RESISTANT BARRIER WATER RESISTANT BARRIER
CONNECT WALL TO FOUNDATION
UJ < tn WATER RESISTANT BARRIER /—CONNECT WALL TO FOUNDATION
WATER RESISTANT BARRIER CONNECT WALL TO FOUNDATION
CONNECT WALL TO FOUNDATION 2 LAYERS REQUIRED)
(2 LAYERS REQUIRED (2 LAYERS REQUIRED) PER FRAMING DETAILS
Lou- (n 0 (2 LAYERS REQUIRED) PER FRAMING DETAILS PER FRAMING DETAILS �`OLYETHYLENE HOUSE WRAP
-(n P-4 PER FRAMING DETAILS POLYETHYLENE HOUSi WRAP POLYETHYLENE HOUSE WRAP 9"Z I
ce POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM
ce OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE PROVIDE CONT. METAL TERMITE
0. con
00 , ui OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE SHIELD UNDER SILL PLATE
3:: SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE FLASHING
FINISHED BASE MOULDING
a FLASHING FINISHED BASE MOULDING
FINISHED BASE MOULDING
Uj FINISHED BASE MOULDING
r6MAIN FIN. FLOOR
(n UJ MAIN FIN. FLOOR MAIN FIN. FLOOR
In U_ En jk MAIN FIN. FLOOR _Nq�_
-0.
:7 _'I�TCLEV@ -0.—0.
A
Z 0 ui X: 1-011 LU —IFL�V-6 _0 -0 U.1 ELEV 0'-0 Or U.1
= 0 _AF'CLEV 0 93� w 0 w 0
U=J I— M w >
U� LU w
ce. a > 9
LU 0
U
U
4" 4
C:) Ln 0 0 0 1 1 1 _j
0 0
E a. tn 0 4" CONC SLAB W/
CL 00 p 4" CONC SLAB W/ CONC SLAB W/ CONC SLAB W/
bo B0 OP VAPOR BARRIER
All
CD 00 ;r VAPOR BARRIER VAPOR BARRIER
VAPOR BARRIER
0 Z
UJ
ce REFER TO STRUCTURAL REFER TO STRUCTURAL REFER TO STRUCTURAL
DRAWINGS FOR
cn ui in REFER TO STRUCTURAL
Ui 0 N-V FEi I DRAWINGS FOR DRAWINGS FOR __j
LLJ
Im m < I-- DRAWINGS FOR COARSE COUNT & <
COARSE COUNT & -4 COARSE COUNT & i Uj
LU U_ COARSE COUNT & Id <I rn
;g UJ t7 0 4 FOOTING SIZE FOOTING SIZE FOOTING SIZE V)
1F
FOOTING SIZE 0 18� (PROVIDED BY Z10
4 (PROVIDED BY (PROVID
:9 4 ED BY
I yj 3::
0< LU (PROVIDED BY DC1 4. THERS) OTHERS)
_1 I 1_1 1 1-1 17771 1 1 OTHEFxjj 0
r 0 HERS)
0 OFFICE COP
Z
0 <
EXTERIOR WALL tun 1 a
ui
EXTERIOR WALL ce
am U=J
Uj
lv� -N
4
0 S T Uj tZ
-0 P =
En r3 4 LU
6 __� S T =
ce 3 ECTION WITH WINDOW ( 4 WO-STORY WALL SECTION ECTION WITH WINDOW WO-STORY WALL SECTION
U_ 0 LU In tn 0
OR U �'�7 SCALE: 3/4" = 1'-0" D7 SCALE: 3/411 = 11-011 SCALE: 3/4" = 1'-0" �P�7 SCALE: 3/4" = 1 -011
0 U_ SERIAL NUMBER 1014.1
b I OR 0
70 7HE OW OF MY OMLEDGE,7HE DEM ORWIED ON 7M
DRAWES C"UES WrrH 7W ANUDKE M99MM RMD=
CDDE IN 9TM7 AS OF DAIE OF CWMATION BMW.
116L
L_
0
SET 14IRROR 3" FROM SET MIRROR 3
END OFF BACK SPLASH MIRROR=VANITY -5 FROM INSIDE CORNER DRYER VENT (TYPICAL)
e OF FLO
GAS PIPE (TYPICAL) � . 41/
FOR GAS DRYER ONLY
p
co U)
11-211 1%
(n
0 Se DRYER VENT (TYPICAL)
@ COUNTERTOPS
I R 9673
GAS PIPE (TYPICAL)
N 36" HIGH X ZD LU FOR GAS DRYER ONLY A..
en tu- >
(VANITY-5") MIRROR 0
0 U_ --OUTLET BOX 1/4" MIRROR DRYER VENT BOX-
0 ATTACH PER MFR.
0 M CENTER SIDEWAYS
= 0 INSTRUCTIONS
< 14 IN BACKSPLASH Ovan G. Drummond, AIA
in "t-1/2" RECESS 0
0 U) LU w DRYER VENT BOX- AR 96399
0 FOR MIRROR ATTACH PER MFR. Manuel Gonzalez, AIA
LU
LU INSTRUCTIONS AR 96730
CK 0
co T. SILL PLATE P.T. SILL PLATE Sang-Yub Lee, PE
ce 0 2X4 HALF WALL 2" MIRROR TRIM (IF SLAB ON GRADE) (IF SLAB ON GRADE) 72328
0 LU --JJ M
U_
0 b P .
LU
10- �:: 0 —CABINET .0 eg
0 VANITYMIRROR INSTALLATION INSTRUCTIONS: 5U
i LU
Uj F
co WITH PEDESTAL
rn 1.4
0 ,r 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE.
Uj �4 k-
0 2. AT E ATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BU17 MIRRORS TIGHT AT INSIDE NOTE: -.4 F,
CORNER. (MIRROR TRIM WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, 0
Q 00
03-. 0 BOTTOM, OR REAR VENT LOCATIONS. U
�! ce (n NOTE: BRACKETS REQUIRED IF 0
Zi Uj M COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPC N INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED
0 ej 0 BEFOR REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM
iri 0 E: LENGTHS PER MANUFACTURER'S SPECIFICATIONS.
11" +/ FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS.
F
2
0
U __� MA DRYER VENT BOX FOR DRYER ONLY 0.
KITCHEN HALF WALL DETAIL riNT-2 TER BATH MIRROR WOOD TRIM DETAIL riNT-'3
(I NT-�1 �4
LU =
U) wr (INT-1) D8 SCALE: 1/2 1 -0 (INT-1) �R8� SCALE: 1/211 = 11-011 (INT-3) Z
0 — SCALE: 1/2" V-0"
.0�- c2g.,
TILE OR STONE ON 1/2 COMPARE
?u- >=- HARDI BACKER BOARD MANUFACTURER'S
= < t Y4" EXT. PLYWOOD DIM OF TUB &
I— ce OVEF 8
ci 0 TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION 9
uj LL- -4 C4
I-p g ;;if TO CONTRACT SPECIFICATIONS)
A
0
WALL TILE REFER TO FLOOR PLAN, V VARIES - SEE PLANS U_
0 0
U_
8 2! co
6-4 VARIES BY MODEL
Uj 0 2X BLOCKING BETWEEN 1 ROW OF TILE
STUDS (3 WALLS)
ce 0
2X4 @ 161, O.C.
0 0
Uj >
Uj Me
ce VINYL LINER (3 WALLS) EXTENDED 5 0 SHELF
g w 0 (1) CERAMIC CORNER LFU-
UP WALLS
0 X: 2X4 LEDGER LU
SHELF AT 48" A.F.F. x
U-)
_c) M FLOOR TILE
100% SILICONE SEALANT BETWEEN U_ cl:
U-1 c V)
LU L&
TILE BACKER AND WET BED ui
Uj L �_ )--I x x DROP IN TUB X
LU < Uj
1714
�jj I
LU < 21' SHOWER DRAIN L-L:
Z pi U_
U_ > 2X4 CRIPPLES
> FLOOR TILE
co 2-2X4 THRESHOLD LU
LU
0
FLOODSTOP 00
0 in = %D 2:
L <
Uj TILE AT DOOR SUPPORT UNDER
2X4 TO BE P.T.
LU
0 U-1
THRESHOLD WHEN IN CONTACT TUB AS REQ. BY
d 0 71 WALL TILE 0
W/ CONC. MANUFACTURER'S. :D '
be cnb
W. s < —GAUGE COAT WETBED
ADJUSTABLE PLAN
0 ce LU
ce 0 C-)
SHOWER DRAIN
LU
0
LINER SET IN SEALANT @ DROP IN TUB DETAIL
0 (FR-33
UXJ ED 0 11 �4+ 1 1 1 1
2" SHOWER DRAIN FLANGE OVER ROOFING FELT
cn D8
NOTE: (FR-33)
Uj 1\�8 SCALE: 3/4 1 0
cn 0 (D
NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS SHOWER ELEVATION
< Uj in BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PLUMBING ACCESORIES. REFER TO
>_ cc Uj
ca MARBLE TILE OPTIONS ARE SELECTED. ARCHITECTURAL PLANS BY MODEL.
c
ui U_
Uj U_
3:: (n Uj
0 Uj
�-4 S
KINT HOWER & CURB ON FRAMED FLOOR STANDARD SHOWER SHELF LOCATION
rINT-'5 END POST TIED INTO FLOOR _j
Uj
ce (INT-4) (INT-5) JOIST BELOW EXTEND TO
SCALE: 3/4" 1'-0" SCALE: 1/2" 1'-0"
BOTTOM OF FLOOR JOISTS.
ce pi LU
C) >
0 END POST TO PENETRATE LU
U.j
U) U
Uj SUBFLOOR. LU L"
yj cn
(n ED
Uj
3= FACE NAIL END POST TO
BLOCKING.
ca ce
LU 0 2x BLOCKING BETWEEN
>
Uj
FLOOR TRUSS AGAINST
Uj
END POST.
u'
LU
Uj SUB FLOOR.
cA 0
UZI
LU
0
cl L=U
U j
0
U) LU
U_ (n
U=j 'y
0 U)
C) Al
;cc
0
66 Cie
Uj
C) CL Y,
.. X: .1 NAILS(TYP)
Uj in FLOOR TRUSS.
Uj cd
03 1Z M
LU
LU
0 uuj
can- 0
w
00
P 0
M ;Z :3= Z
<
a: 3:: 12 CLOU
M :1= tun
Uj
Uj
-0 OFFICE COPY LU co
2 (FR-�34 HALF WALL TIE-IN DETAIL ul
LU CO LU
un Ln Z
�8 N.T.S. (FR-34) SERIAL NUMBER
OR 0 1014.1
8 U-