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TO THE BEST OF W WMEDGE,7HE DESIGN DEWED ON THIS
DRAWING COMMM WM 7HE APRICCABLE M"BMW
ODDE IN WECr AS OF DUE OF CEInVICATION MM.
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U-1 o o u- ERIAL NUMBER 1014.0
0
FILE COPY
MAP SHOWING PLOT PLAN OF
LOT 173 AS SHOWN ON MAP OF
MAP SHOWING PLOT PLAN OF
ATLANTIC BEACH COUNTRY CLUB UYI .2 '
T
LOT 173 AS SHOWN ON MAP OF
AS RECORDED IN PLAT BOOK 67 PAGES 1.32-1J7 OF THE CURRENT PUBLIC RECORDS OF DUVAL. COUNTY, AA.
ATLANTIC BEACH COUNTRY CLUB UNIT .2 '
CERTIFIED TO., TOLL BROTHERS, INC.
AS RECORDED IN PLAT BOOK 67 PAGES 1.32-1J7 OF THE CURRENT PUBLIC RECORDS OF DUVAL- COUNTY, AA.
CERTIFIED TO: TOLL BROTHERS, INC.
NE
U (.50' OF WA PR
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F.F.E., b i6
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: 'DATE:
0) at 19.7-
w ALLPAVERS
0) ALL MEASUREMENTS ESTIMATED
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ALL P AV
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RICK PAVER BACK 357± SQ. FT.
0) A
P
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0 FRONT 463± SQ. FT. X
7
K PA BACK 357± SQ. FT. C)
P. 0. ORCH 7
DENOTES DIRECTION OF FLOW
7.s TYPE "A" DRAINAGE
DENOTES DIRECTION 'OF FLOW ELEVATIONS SHOWN THUS (11.40)
WERE TAKEN FROM ENGINEERING PLANS
TYPE "A" DRAINAGE 0 1 7 ,3
BY TAYLOR & WHITE, INC., DATED 04-15-14
ELEVATIONS SHOWN THUS (11.40) (VACANT)
ELEVATIONS SHOWN HEREON
WERE TAKEN FROM ENGINEERING PLANS
L 0 r 7 3
BY TAYLOR & WHITE, INC., DATED 04-15-14 REFER TO NAVD OF 1988
0/kCANT)
L DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN
ELEVA11ONS SHOWN HEREON
REFER TO NAVD OF 1988
LOT 173 MODEL "ANASTASIA"
DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN
LOT SIZE 9,000± SQ. FT.
Oa MODEL "ANASTASIA"
LOT 173 336± SQ. FT.
DRIVEWAY TO R/W
LOT SIZE 9,000± SQ. FT. FT.
60.00 ENTRY WALK 57± SQ.
DRIVEWAY TO R/W 336± SQ. FT.
N80-24 -3 i -OF-WAY LENGTH
RIGHT 60.00 FT.
w
178#w ENTRY WALK 57± SQ. FT. C 0
60.()Ot TOTAL IMPERVIOUS COVERAGE 4,154± SQ. FT, 46%
c 0 U S
RIGHT-OF-WAY LENGTH 60.00 FT.
G 0 L F TOTAL IMPERVIOUS COVERAGE 4,154± SQ. FT. 46% TREE SCHEDULE
C 0 U S C
LOT SQ. FT. MINUS EASEMENTS/WETLANDS 8,537
TREE SCHEDULE
ACRES=8,537/43,560 0.20
LOT SQ. FT. MINUS EASEMENTS/WETLANDS 8,537 ACRESx40=REQUIRED TREE INCHES: 8.0
A,CRES=8,537/43,560 0.20 THE REQUIRED NUMBER OF TREE INCHES WILL BE MET
ACRESx40=REQUIRED TREE INCHES 8.0 USING 2" DIAMETER TREES.
70% OF REQUIRED PLANTED TREES'SHALL BE CANOPY TYPE,
THE REQUIRED NUMBER OF TREE INCHES WILL BE MET THIS SURVEY WAS PERFORMED WITHOUT THE 'BENEFIT OF A TITLE COMMITMENT.
THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN WITH NO MORE THAN 50% OF THE SAME SPECIES.
USING 2" DIAMETER TREES.
ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
)0% OF REQUIRED PLANTED TREES!SHALL BE CANOPY TYPE,
THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN
THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN L WITH NO MORE THAN 50% OF THEISAME SPECIES.
ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
JNC.
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X* ALL AMERICAN SURVEYORS OF 'FLORIDA
AS SHOWN
ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
IAND SURWMRS - .37.51 S4N 10SE PLAC& SUffE 1.5 - MCKSOAMU& FLORIDA 32257 - 9041279-0088 - UCENSED LMD BUSINESS NO. J857
ALL AMERICAN SURVEYORS OF ' FLORIDA, I N C.
COV. - COVERED F.F.E.w FINISH FLOOR ELEVATION SKETCH FOR DESCRIPTION PURPOSES ONLY - DOES NOT REPRESENT OR PURPORT TO
A/C -AIR CONDITIONER
LAND SURVEMRS - J751 SAN JOSE PIACE, SUffE 15 - JACKSOWU& FLORIDA 32.257 - 9041279-0088 - UCEENSED LAND BUSINESS NO! 3857 FND. - FOUND I.D. - IDENTIFICAmON SHOW BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY —4
ESM*T- EASEMENT
P.R.M.- PERMANENT REFERENCE
COV. COVERED F.F.E. - FINISH FLOOR ELEVATION =-5F CONC - CONCRETE MONUMENT
MON. - MONUMENT P.T. POINT OF TANGENCY
FND. FOUND A/C -AIR CONDITIONER SKETCH FOR DESCRIPTION PURPOSES ONLY - DOES NOT REPRESENT OR PURPORT TO q - IRON PIPE ALL
- IRON ROD
-P.C.P.-i.PERMANENT CONTROL POINT
Esm'r EASEMENT LD. - IDENTIFICATION SHOW BOUNDARY LINES NOR IS IT BASEC ON A FIELD RUN SURVEY 4 A - DELTA ANGLE P.C.. -� POINT OF CURVE
CONG CONCRETE P.R.M.- PERMANENT REFERENCE P.R.C.- POINT OF*REVERSE CUM AMERICAN
MONUMENT CH - CHORD
MOK MONUMENT A -ARC LENGTH P.C.C.- POINT-OF COMPOUND CURVE SURVEYORS
LP. IRON PIPE. P.T.. - POINT OF TANGENCY &R.L. - BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY SEAL
I.R. IRON ROD P.C.P.-i.PERMANENT CONTROL POINT ALL R - RADIUS F.P.&L- FLORIDA POWER&LIGHT JAMES D. HARRISON, JR., No. 2647 OF FLORIDA$
a DELTA P.C.. -POINT OF CURVE (CALC CALCULATED
ANGLE P.R.C.- POINT OF*REVERSE CURVE AMERICAN �Pj - DEED TfPICAL BOB L. PITTMAN, No. 4827 /mc.
CH CHORD P.CX.- POINT oF COMPOUND CURVE PLAT NOVD.- NATIONAL GEODETIC VERTICAL
SURVEYORS
A ARC LENGTH IEAL P RADIAL DATUM r
B.R.L - BUILDING RESTRICTION SURVEY NOT VALID UNLESS EMBOSSED BY S R LINE
R RADIUS F.P.&L- FLORIDA POWER&LIGHT OF FLORIDA, (i CENTER LINE HAVO - NORM AMERICAN VERTIM SCALE 1*=20'
(CALC CALCULATED JAMES D� HARRISON, JR.. No. 2647 INC. DATUM
(TYP.)-rfw-AL BOB L. PITTMAN. No. 4827 P.L - POINT OF INTERSECTION =9
P DEED NOW.- NATIONAL GEODETIC VERTICAL R/W - RIGHT-OF-WAY
P PLAT —x— - FENCE A
Rj RADIAL LINE NAVD DATUM SCALE 1"=20' EOW - EDGE OF WATER 03-23- 6
(W) -WITNESS DATE
CENTER LINE - NORTH AMERICAN VERTICAL TOO - TOP OF BANK FLORIDA REGISTEREb'SURVEYOR AND MAPPER
DATUM
R/W RIGHT-OF-WAY
P.I. - POINT OF INTERSECTION 9
FENCE F8. X DR. By BRB DIR. P:\2016\80105-148829-plotplan ORDER No. 148829 FILE 80105
EOW - 99—Ae-1
EDGE OF WATER DATE 03-23-16
(W) WITNESS TOB -TOP OF BANK DA REG ASTERE URVEYOR AND MAPPER
FLORI
F8. X DR. By BRB DIR. P:\2016\80105-148829-plotplan ORDER No. 148829 FILE 80105
MAP SHOWING PLOT PLAN OF
LOT 173 AS SHOWN ON MAP OF
A TLANTIC BEACH COUNTRY CLUB UNIT 2 '
AS RECORDED IN PLAT BOOK 67 PAGES lJ2-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL- COUNTY, FLA.'
44-11-00
CERTIFIED TO. TOLL BROTHERS, INC.
19-08-00 13-03-1 0 7-11-09 1, 1�
12-09-08
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ALL MEASUREMENTS ESTIMATED
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T29 ELEVATIONS SHOWN THUS (11.40)
.0
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al�� I - L 0 7 3
BY TAYLOR & WHITE, INC., DATED 04-15-14
0/
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ELEVATIONS SHOWN HEREON
>-n OD -0(-(X REFER TO NAVD OF 1988
0 -
T30
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DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN
2-00-00
LOT 173 MODEL "ANASTASIA"
T31
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0
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M 60.00
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7u Q 4 \- T35 0 F C 0 U TOTAL IMPERVIOUS COVERAGE
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-4 2-00-
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ACRES=8,537/43,560 0.20
I GEB01 T38
Gabl End Brace 2-0G-00 ACRESx40=REQUIRED TREE INCHES: 8.0
T46
THE REQUIRED NUMBER OF TREE INCHES MLL BE MET
18-09-08
USING 2" DIAMETER TREES.
c c K 70% OF REQUIRED PLANTED TREES'SHALL BE CANOPY TYPE,
9-10-00
ch co w THIS SURVEY WAS PERFORMED WITHOUT THE 'BENEFIT OF A TITLE COMMITMENT.
c co
THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN IWITH NO MORE THAN 50% OF THE,SAME SPECIES.
ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
0
0 44-11-00
c_ THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE *X" AS SHOWN
C (D
cl) ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
to c 0
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
0 C) iMD SURI&WRS - .37,51 -';4N XSEE PiACE, SUITE 15 - MCKSO&VU& FLORIDA 32257 — 904127,9-0088 — UCENSED LAND BUSINESS N0.1 J857
COV. COVERED FXX- FINISH FLOOR ELEVATION
Ad03 311 A�C -AIR CON10171IONER SKETCH FOR DESCRIPTION PURPOSES ONLY - DOES NOT REPRESENT OR PURPORT TO
FND. FOUND
ESM'T EASEMENT LID. - IDENTIFICATION SHOW BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY -4
CONC CONCRETE P.R.M.- PERMANENT REFERENCE
MONUMENT
MON. MONUMENT
P.T.. - POINT OF TANGENCY
I-P. IRON PIPE. ALL
I.R IRON ROD -P.C.P.-i.PERMANENT CONTROL POW
W DELTA ANGLE P.C. -s-POINT OF CURVE AMERICAN
CH CHORD P.R.b.- POINT OF'REVERSE CURVE
SURVEYORS
A ARC LENGTH P.C.C.- POINT-OF COMPOUND CURVE SURVEY NOT VAUD UNLESS EMBOSSED BY SLAL
C= - 0) CL B.R.L - BUILDING RESTRICTION
CL X :3 2 a 0 :3 M RADIUS OF FLORIDA,
0 m cl) co 0- CA CD (&C.) CALCULATED F-P-&L- FLORIDA POWER&LIGHT JAMES D. HARRISON, JR., No. 2647
Ln. 0 CL �D DEED
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- DESIGN SPECIFICATIONS . USP CONNECTORS TYPICAL HEADER NAILING IVNIC-A-L-60LIBILE TOP WNDQW SILL SCHEDULE
0.131X3" TOE NAILS PLATE SPI IQF
DESIGN CODE: COMPONENTS & CLADDING OO UPLIFT TYPICAL STUD NAURQ 2X6, 2x8 = (5) NAILS TYPICAL TOP PLATE NAILINGe- 1 4'-Ow MIN. SPLICE LENG ROUGH DROPPED HEAD MINIMUM END
. 2014 FLORIDA BUILDING CODE - RESIDENTIAL PRESSURES (PSF)- ' FASTENERS FL# CODE I 2x10, 2x12 = (7) NAILS - FASTEN ALL TOP PLATES / (16) 0.131x3" NAILS OPENING OR SILL PLATES FASTENER EACH END
DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, INTERIOR EDGE STRIP (PSF): 1 CAR SYP SPF 0.1310" END NAILS: 9- LVIL, 11- LVL = (7) NAILS TOGETHER w/ (3) ROWS CED -C 4'-*" (1)2x4 SPF #2 (4)12d TOE NAILS
UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. TRIBUTARY (2) 0 2x4, 14" LVL. 16" LVL = (9) NAILS I -
AREA (9f) ZONE (PSF) I a' = 4'-6" DOOR -28.8 450 - 450 (9)i Odxl'/2" 1 (3) 0 2x6, I OF .131x3 0 12" O.C. STAGGARD. -I-,,- I 14 6'-4" (2)2x4 SPF #2 5 12d TOE NAILS
DESIGN LOADS: ACTUAL AND UNIFORM 10 +25.6 -27.7 +25.6 -34.2 (8'x7') USP RT7 . 585 495 _ (5)8d EA. END . (4) 0 2x8. I SYP#2 I-C 8'-4" (3)2x4 SYP #2 (I)A34 + (4)12d TOE NAILS
ROOF FLOOR 2 CAR USP RTSA 775 650 (5)10dx11/2" EA. END TYPI I CAL WALL FRAMING NOTES: F SYP#2 DBL. HEADER, 4'-O"i MIN. (3)2x6 SYP 02 (1)A35 + (4)12d I . I
ROOF LOADING (cd=1.25) (cd=1.00) 50 +22.9 -25.0 +22.9 -28.8 GARAGE +21.8 ROOF SHEATHING, .6-MAX) = -----
TOP CHORD LIVE LOAD 20 psf 40 psf USP MTW12 1195 860 (7)10dxl'/2" EA. END 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS I- - I r - �� -
DOOR -23.9 USP HTW20 1450 1245 (12)10dx1'/2" EA. END ALL WALL STUDS.. T T- I III I -- Ii -- igo and
7 psf (ARCH SHINGLES) 10 psf 100 - +21.8 -23.9 - +21.8 -26.-6 -- . (16'x7') . . . SEE 5/SO.O I Z:I ` . -4= . . . I . I s s oc I a t es, n c.
TO 20 psf (TILE SHINGLES) 10 Psf --- USP MSTA24 1640 1455 (9)i Od EA. END 2. USE SYP#2 FOR ALL TOP 2x-BLOCKING ONLY : - [--:.
BOTTOM CHORD LIVE LOAD 10 psf 0 psf 0 ALLOWABLE WIND PRESSURE VALUES (ASD). THE TES. REQUIRED IF SHEARWALL-\ -::I RAISED ---
5 psf 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY USP MSTA36 2065 2065 (13)10d EA. END - I HEADER �1 - I I ARCHED TRANSOM OPTION- 420 Osceola Avenue
DEFLECTION CRITERIA: DESIGN METHODOLOGY. NO FURTHER REDUCTION 1105 1105 1/,"O ROD TO FTG. 3. USE SYP#2 FOR ALL :::I rm 2x SPF DIAGONAL BLOCKING Jax. Bea*ch, Florida 32250
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SHALL BE PERMITTED - I zm I "', 1. I E I I ' FASTENED w/ 3-O.131"x3"
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 USP JUS28 1305 1305 (6)1 Od TO HEADER I mm I I \ -.::I HEADER Iz . EA. END TYPICAL. Ph.242-0908 Fax. 241-9557
0 COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH USP HTT1 6 4290 4290 5/."0 ROD TO FTG. -A---------- I I i I -r V "'I" - /"-SHEATHING MAY EXTEND 2- FL:CA# 8344 SC:CA#3579
0.75" MAX ANY CASE POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. 2 5370 5370 5/ "0 , 4. ALL WALLS SHALL BE I I I III I -\- ----� 01 PAST BLOCKING- WINDOW
USP HTT2 . BALLOON FRAMED FULL I I 'N 1 ----- ARCHED ".1
WIND LOADING: 0 LINEAR INTERPOLATION IS PERMISSIBLE. 2535 5/."O ROD w/ (1 2)16d HEIGHT TO ROOF OR FLOOR L-- - I . I TRANSOM L SYP#2 HEADER- ANCHOR INTO 2x MATERIAL. I
ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A 2535 5/s"0 ROD w/ (1 2)16 1 BEARING ELEVATION, U.O.N. ON FASTENLOWER STUD OPTION ,*,. �
MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF 0 D MINUS = SUCTION. d I PLAN. TO TALLER STUD w/ SEE RIGHT """""`���iss"Iss"Ississ�
...11.1...�
ONS CALCULATED FOR THE BEARING POINTS " BRACING BY OTHER 2-ROWS OF 10d COMS KING STUDS, 1-------..'j4rI
LL BE REDUCED. SPECIFICALLY, ATTIC FLOOR USP MSTAM24 1545 1455 (5)1/4 x2-'/. TAPCONS �'-�
.
0 5.) FASTEN BOTTOM PLATE OF 0 12" O.C. 'I **.- WINDOW SILL SEE , ,OVVAER j,
WITH ROOF LIVE LOADS SHALL BE MULTIPLIED DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE I I I I I � . J.
BY 0.75 NIEN COMBINED w/ DEAD LOAD. RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET INTERIOR LOAD BEARING FULL HEIGHT ANCHOR SCHEDULE ? -N Is st,w
WALLS TO CONCRETE SLAB AT INTERIOR WALLS FOR SILL SIZE AND / C E)vd, t
URES. SIMPSON CONNECTORS TYPICAL SOLE AT TWO STORY CONDITIONS, '1�1\ " 914
BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH I", - .I -lv,l -- - I . W/10d MASONRY CUT NAILS 0 \\-TYPICALLY %" FULL PLATE NAI= WINDOW SILL SEE PROVIDE SOLID BLOCKING 4: *# 4qF in
-1101, ,�a,� . 48" O.C. MINIMUM. SEE END z 01% , In I
IMPORTANCE FACTOR --------------- 1.00 A In UPLIFT 0.131x3m TOE NAILS: SCHEDULE WITHIN FLOOR SYSTEM AT ALL I No.
- FOUNDATION PLAN ADDITIONAL 2 : 4 0 i c1q
-- RODS 0 6'-O" O,C, =
MEAN ROOF HEIGHT ---------------- 26.0 FT a DE (3) 0 2x4, UPPER LEVEL POSTS & JACK = k : 11�:
a I ANCHORSAT SHEARWALLS I ISTUDS = : :
I I -- (4) 0 24, I = 0 =
= 1,0
ROOF PITCH ------------------- 7/12 1 - : * 2 ,
.. --- -1 . , I A35 450 450 12-8dx11/2" . 10446.4 (5) 0 2x8. %1-0 % S TA r-.4
-1 I -- 41 . "I� I
BUILDING CATEGORY ---------------- 11 . I " � � I 11 I ., � ; 1, �4 J�i;, ,11 �11;j . i 0 S 6
I I 1 4110 �, �11 1 ii8. � I . L, , - *�! - .1 ..
! ; hi� I I 1 . 6� .i 4, �,� I , I : , �, 1 .1 -.6 ..
I_ .1 :�; , �,1� I i , " . BLOCKING ONLY REQUIRED
"
1� .3 I � I " �� 11 I I ''I SEE 8/S0.0 i ?� * A*- 411� 1�1
. a I --� � � . � . 1. I �
EX : . I .! I i . ;6
I � � , X., %4 0
D . E E STRIP. H2.5T 600 520 5 tdf EA.!END � , 11 3� , I , i , �Ilr ilyli bk' BE '7 ' 1 AT SHEARWALLS AND-\ PT. SPF#2 , *
I 11 1� I ARI I W - --., <%- - 0 NI
I
�
ENCLOSURE CLASSIFICATION ------------ENCLOSED -- S H8 620 530 5-1 Odxl'/2" EA. END I� i 11470.1 i i �1. SEE PLAN FOR ST JD SIZE STUCCO FINISH 411, --
. Ict
BOVE FOR, 'a' DIMENSION I I � AND O.'C.' SPACING.
INTERNAL PRESSURE COEFFICIENT ---------- ± .18 I �11 MTS1 2 1000 860 7-1 0dx1 1/2" EA. END I, 10456.3 1: I I I I I Iq - 'a . I I A I I A 11 A , iiE I A __ [J,� I
. 1. li WALL SHEATHING .. - I of \ "It
I I 4 .Is , ,; �'. 1 .� *' - . : .. 11 I ".... .14;
. , ",- . . . .� . I " . .1z, 71 *U... ,�. .*. '. ., -.. . ., - . - -
I� HTS20 1450 1245 24-10dxl'/2" EA. END 13872.3 * �.. . , .,. . . , , * ,. 1!,10 t �. �
,
I a .. . ,, . 15 -. . . , . . I. -4� 1 .� I . 11 ' I I , I I .. , . . . .1 - � ."r.& ` .� .# `A '
i MSTA24 1765 1270 9-10d EA. END 13872.4 WITHIN FLOOR 1,�Y FOR SPLICING :': . ., � I: "'., . A " : '. . . � 'd .''M',, .
I 4. . . � ,�I.. ,.;. . I 4,' . - A v ..
-
I . 4 : .- -�.'.%- -1 . . ..� , ,: - I - . 4 . ,. .. .., t 4 , ".t
f SEE DETAIL 1/SO.1 " . . ,4 ., , #* A'' .� . I . .. � A 4 .� I .-- -- " ..I ..- . . .1 , 0 .. . I; -:, .
. , . , .
- "
I- � -=I CONTINUOUS BLO &ING . �� - FOUNDATION, SEE PLAN. I ,*.�, "'..4 -r .. . , - Christopher J Sabourin PE
MATERIAL SPECIFICATIONS j -t-a-f- ,STEM 16d COMMONS OPTIONS I --&-.L- -i-�- I-1 1 V . .
0141-0--f- I MSTA36 2050 1870 13-1 Od EA. END 13872.8 . WHERE POST IS kBOVE. 0 8" O.C. I I I _ 12* 11 i - FL PE#71461
i : I I
I' ., - -1 WALL FRAMING AT WALL FRAMING AT MAX rm- \-SOLE PLATE ANCHOR*
HARDWARE AND ANCHORS: �-- I
: 18-16d TO TRUSS/BEAM . FLOOR SHEATHING
.1
01 w II -- to HTT4 3480 3080 1 11496.2 ' 8d 0 3" . I SEE SPECI TIO PLATE CHANGE COND11ION RAISED HEADER CONDITION FROM SOLE OI
ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH [NOT ACTUAL PLAN] 101 I FICA � \ I I -"I"I"I"I"�E
ASTM A 307 OR ASTIM F 1554 GRADE 36. . !! a 1 1-5/s"0 ROD TO FTG. I I I IF illal - I BUILDER MAY CHOOSE EITHER THE DROPPED I REVI-90NS DAT
WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE B). 32-16d TO TRUSS/BEAM � I I . HEADER CONDITION OR RAISED HEADER CONDITION WALL FRAMING AT
NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. SCOPE OF SERVICE HTT5 5250 4670 - 11496.2 ) I I I NDITION I
� 1-5/a"0 ROD TO FTG. .. �
'"
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO I I , Is III I 1 /03"'III�I,, TYPICAL WALL FRAMING I
r
EXTERIOR SHALL BE GALVANIZED. , 6 I
MEANS AND METHODS: I I �
RETROFIT REBAR/IROD INSTALLATION: EMBEDMENT OF RODS OR REBAR LUS28 930 780 10655.113 1 T I I I I =§ I .0
THE STRUCTURAL ENGINEER SHALL NOT-HAVE CONTROL Q& BE RESPONSIBLE 4-10d TO JOIST - I I i - I I \ZLO)
DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE V$" ANS, METHODS, TECHNIQUES, PROCEDURES, OR I R I I it I I Y2*x6" SIMPSON TITEN HD SOLE PLATE ANCHOR --
LARGER THAN REBAR SIX AND I/I LARGER THAN THREADED ROD SIZE. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY HU41 0 905 785 1 10531.36 L---j - --J -j
(U.O.N.) ORMING THE WORK OR FOR THE FAILURE FOR ANY OF 6-16d TO JOIST SCHEDULE FOR SPACING Q&HOLD DOWN
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS RK IN ACCORDANCE NTH THE CONTRACT ABU44 2200 � 5/a"o ROD EPDXIED 6" MIN 10849.6 SYP#2 DBL. � SEE 1/SO.1-//,---- -
. I 0 - SEE 5/S0.O I
� 1.
(DUAL CARTRIDGE INSTALLATION ONLY): ABU66 2300 5/."O ROD EPDXIED 6" MIN � - �10849.6 - � N BUTT -\ I -..00/
I: IIIIIIIIIIIIIIIIIIIIIIIIIIIIII"�
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILI TIES* BLOCKING ONLY REQUIRED 2" 2*--'- 1
.
, 11
STRUCTURAL STEEL- SHALL BE ASTM A992, GRADE 50. 1. t - 1 I ) rFIELD ALTEIZATION
WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, 10.�-116d ,To' §TU0/bEAM/POST STUCCO FINISH AIL 1/SO.1 % A � CONTRACTOR SHALL CONTACT LOU
WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND LTT20B 1675 1675 , is - -F & i
REINFORCING STEEL- SHALL BE ASTM A615, GRADE 60. THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 _/ �
AT SHEARWALLS AND WALL SHEATHING . I
-- - 11496.3 1 FOR SPLICING s'W , -
LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED 1-1/2*0 ROO TO FTG. 1 1 I! . PONTIGO&ASSOCIATES PRIOR TO
i 011. , . OPTIONS I ..+ RATED SHEATHING, MAKING ANY ST TURAL FIELD
- - 0 - MODIFICATIONS�%HICH MAY VARY
SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC PRE-ENGINEERED WOOD FLOOR ANU, -00,17 TRUSSES, FLOOR FRAMING NOT LSTA12 1 805 1695 al 0-10d 1 . ! 13872.5� 1-t I is-on ihni SEE GENERAL NOTES.
MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi SPECIFICALLY ADDRESSED, TRUSS-TC�-MSS CONNECTION, AND ANY I.- FULL HEIGHT ,11j" THREADED ROD 1110 - - - SHEATHING . . . . . . / . . . . . . . . . . . . . .. FROM THE INTENT OF THE ORIGINAL
I ARCHITECTURAL, MECHANICAL OR ELECTRICAL,.SYSTEM. CS1 6 11705 11705 -8d 1 10852.1 SHEATHING ..I EPDXIED 4"w/3X3xO.229" PT. SYP#2-/ I- I .. CONSTRUCTION D:)CUMENTS.ANY
. � I . I - -
. . � . ...1 MAX. MIN. . .. FIELD ALTERNATIOt 6 MADE PRIOR TO
�1, I . � TO BE SILL PLATE EXAMPLE OF PANEL
i
ID A I . , I- 1. I I I . TI FOR SPACING I . . .. . . BEING APPROVED E Y LOU PONTIGO El
GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS ... 11 . ;I" � .. I EDGE w/ BLOCKING ASSOCIATES M kY RESULT IN
.1. � % I� TO UPPER INTERIOR BEARING ..
. 1. . . I '... � - WHERE REQUIRED BY-"N.' . . . . ADDITIONAL EN 3INEERING OR
11 . i-v I e " . I i TOP PLATE , ., , �, ., I I TI TEN H D GENERAL NOTES. . .. TK IN FEES.
114' � . ''�
.
FLOM SHEATHING SPECIFICATIONS � "", .F1 I �I I� 1 1 1 -I ", I I i, . .I .I I I �- � . I .I�, I FOR STUD SIZE N . . .. . . k-.,.= :.,)
I 1. , � � I I ! I ; Q21M . ..
OOD SHEATHING, GLUE AND NAIL NTH 10d COMMON 0 6- O.C. EDGE & FIELD I . 1. I I I . AND O.C. SPACING.
. . 11 .. I I t I
11 � . . I
"
1,,;I � 1A,L . 11 I I . . . . .. . . . . . . . .. . . I
- ;�� �.. WALL SHEATHING . . . .... . . . . . . . . . .. . .
�1� I I -m :
ROOF SHEATHING SPECIFICATION& I I 1 : I i I SOLE PLATE SOLE PLATE ANCH NAIL SPACING AT . ..
7/ . I. . 1 I I 11 I I
I � i, I I. I I'l , . � ' EXT. WALL SHEARWALLS SUPPORTED EDGES, . . . . .
I
I 51" 0,,C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" o.C. ; THIN 4'-O" OF ROOF EDGE). :". - I .. . RAISE )fi* FROM
2jhQLL- MIN. 6", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2* RING SHANK NAIL54 r " : I - I SEE DETAILS WASHER EMBEDMENT EDGE . �
.1 i," f,- -, , , .1 I 'I
11 ,:,; j SEE DETAILS ANCHOR GENERAL NOTES
'I, , � I 11., I � . ,8a :0 3" /-ON -- BOTTOM OF SOLE SPACING SPACING SPEC. DEPTH DISTANCE .,
BLE - MIN. 15/32" 32/16. APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2n RING SHANK 0 6" O.C. I � . I S1.01 ,,- ON S1.01 N,, . . . .. . . .
EDGIt"4c t4i"'O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-Om OF ROOF�EDGE). :�1, ., I � , I �/ ,si TITEN HD 42" 24" 3x3xO.229" 4" 2" ' ..
, -- --- -- ..
//
'' ' ; ' I I �.1, : [I .. , m-____I r- -7 F----- - -1 w/8d 0 3" O.C. EPDXY 42" 24" 3x3xO.229" e 2" EXAMPLE OF UNSUPPORTED . .. . . . z
J, 4" 11 I I � 11 i & I I I I I & . *
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 NAIL SPACING TO 4" O.C. WITHIN . '-O" OF ROOF EDGE). I I I I I . ' ' ! I I I .. 1. I (UNBLOCKED) PANEL EDGE--.,
� �. ,� . ... ! , � , . i..' ;i 11-� - . .
- . . ;A, . ,I.. � , 4 . 1 � N/A (TYPICA . . . .. .
,; �t t�L',, � . ��,71,IA "I ' ,1.4 124 � - I N/A ' . L) - �
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: � :, ,�� I - � 2 V � � .. A' ..,6." I I I
1. . , - :
* .
WALL SHEATHING SPECIFICATIONS: I '. . r 1� Al." '. , q '. . -.* .. . I- I ..., L) LD
1. � . .!� . ,�,,1! * �� . . - .. 4 . .. I
, . .
I ; � . I .. . i � 4 I NOTES:
1��� '. �' I .. I�."Is,-.' -."..4-.,c�. .� .. .9 - . . . .
I .I . I * .. .
FLEXIBLE FINL2i-MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL-L SHEATHING, FASTENED w/ Bid 0 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM, PLATE TO UPPER TOP PLATE.- ' ' I �'Ilf, �.. .
,
I . . 11 I I . I
FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. � ., � : I I 1. SOLE PLATE ANCHORS ARE REQUIRED AT ALL EXTERIOR WALLS AND ADJACENT TO NAILING TO INTERMEDIATE <C Ln
' ! i i'l L----- --i I -- j . .
: '
7/ I 0 ATE' TO' UPPER TOP PLATE., -1 � REAKS AND KING STUDS. SUPPORT IS 6" O.C. MAX.--".
STUCCO FINISH-MIN. 16", 24/16, APA RATED OSB OR PLYWOOD STRUCTURAL 1 SHEATHING, FASTENED w/ Bid 0 6":f O.C. EDGE AND 6" O.C. FIELD. SHEATHING SHALL BE EXTEND FULL HEIGHT FROM BOTTOM L ROOF ,
I
- . �� I � .�! . (LION) TRUSSES, OR Uj
MASONRY SPECIFICATIONS* 1-1 I , �. 1,,� I 11 . 1. �. ;1� .1 I . . � ,.I �. III, .1 -�7 FLOOR JOISTS.
, 1. I
. � I .� I . 2. WASHERS MAY BE SLOTTED FOR EASIER INSTALLATION
- " ' ' " I I� 7, t�,e'", $INGLE' -
MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE-NNO,�0530.1-05. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28, DAY COMPRESSIVE ,� I I � � �; " I §TORY MULTY STORY I Ul C] I
I .1, StRENGTH OF j, I � .4�, - � `1
I.. - I "' 1,��,\.! �': �� t,�i� : I I I 3. AS AN ALTERNATE TO THE 3"X3"XY4" PLATE WASHER, A 3"X3"X1/sm W/ 11/�"O ROUND
I I . . I I I; ;��-I , I
1
2000 psi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8",jo ..4,j '.SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTA,*�W�Yi# E " ZO.:1NtRICK VENEER. I I
. . � . I iB 0 5 :1 i I I . I .
CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. -'1-1, , I - 1 . . . � �� L le.,f � I'':,
I : I I -*mmsmmsiss, �1 � STEEL WASHER MAY BE USED.
,
-
I
I,� I I I � I .1 I ,/1,�1"7'\1, I
I 1. 1 : - I I ,�yp. WALL SECTIONS 10I SOLE PLATE ANCHOR DETAIL a SCHEDULE tOIZOOF AND FLOOR SHEATHING NAILING I
- CONCRETE MASONRY UNITS (CMU), : � -
, :P f t � I �
1. ; ,�` I
I . I 1i I .� I � . SCALE: 3/4" = lo-O"
-, � : I, ' 0 � k - - -
T � , V -0j , � ," � SCALE: 3/4 = 1 -0
' '
CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, IMTH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (fm=1500 psi). GROUT ALLCELLS CONTAINING VERTICALI,'!� � I �, :Imw...inio, ;, �. \zI \ZII U Uj I
I �
REINFORCEMENT IN V-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY MEN THE WALL HEIGHT EXCEEDS 5'-O". 11 . I I - I � .
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MASONRY STEMWALLS., ALL CONCRETE MASONRY UW11SIAW"itt"I� OSED OF ASTMI C90E. GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING,,BONDS-STACK BOND SHAIL ,NOT�.BE I . "I 1. I - 1 z
, I - � -
. 1�� I,
USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL EXTERIOR WALLS SHALL,BE REINFORCED FULL,'HE:IGHT I q�".,!,.�[! I ,,,": i " 11/12* 1'12.*
� . , I�',., lf�� � 1, I -1-
WITH - #4 0 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLIN6 CORNER BARS, MINIMUM i OF�40' BAR .1 I', � � I I I I I -I- (3) ROW OF 1 Od I IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII107
DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL'JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND VER71CAL REINF.�-SHALL BE INCREASED AS NOTED��ON ss, I NAILS 0 8" O.C.- * 6 <
i/S1.O. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". 1 1:,,1� '' , , 1, I '.. I'll 2 PLY is STAGGERED \ * 0 Z�
� . ; 7 � . BEAM. a 0.
.� ; .
I I I I SIMPSON .�, I :� I 2x4 BLOCKING
I . .- I '�. I . � �k �I � - -1-
I ., 4 1. I - � . ��
CLAY MASONRY (RRIQa-_ �� I ; i� SDWC1 5600 1 . � 3 PLY BEAM. N cm N
I I .I � ! I - 024" O.C. FASTEN
I I 1. I I I . I I -- -��-/ I 1 1 's"�2x4 MEMBERS: 0dj
BRICK SHALL BE IN ACCORDANCE NTH ASTIM C62. C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. ,1, I ,'I- � 1� ''I 1, SEE ROOF� � ��,� : - * *
�� �� I ,� : \'k -- -
:� I - � �I I I FRAMING I - 411, Uj
�, '' � i I � (1) ROW OF 1 Od o 6 TOENAILS
CONCRETE SPECIFICATIONS& I I ,I- . I I'—1'i'� I- PLAN FOR !EXTEND SHEATHING VERT.
I I. , . I �
-
I 1,t.,". �, � ,`� DETAILS �, o-� (4) ROWS 12d o NAILS 0 4" O.C. . I -
ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 26 DAYS I �, I 1. I I�_TO TOP OF TRUSS AS SHOWN. AT 12" O.C. I
I I I,� I I ! I
I
CONCRETE AT MPRESSIVE STRENGTH OF 3000 PSI. I ,:'', I . j I V PROVIDE 2x4 BLOCKING t � 6 6 6 --L-4
. ,�I '' I . i:I-, � I , � I I "-I � %-I EA. SIDE. t a . i. V)
I ! ,�e I:, �, I : AT HORIZONTAL JOINTS. �-, I
I I
, .. � ''. � ft e (2) ROW OF I Od
�Izi. � I . . � , , � I,,��I . : ROOF SHEATHING, SEE ,-
GENERAL NOTES* - � - I , � , I I �� -1 STUD BELOW 1111111111�1111111111 D
)11:-I,. � �, �'; �,��', I 1 (3) ROWS 12d -L-4--l- 01�
� � i � � I � -
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V, � . I I 1.�. I I ii SPECIFICATIONS BELOW. NAILS 04" O.C. LOWER TOP 4-10d
. I � I I I I 'i, I -0111111
I I - ! HEEL . AT 12" O.C.
FOOTING AND FOUNDATIONSe ,I , . 1'1� . , . :!� I STAGGERED PLATE AT BREAK OVER LAP DOUBLE � COMMONS
� I .. . - I . !,�� � I � PRE-ENGINEERED WOOD EA. SIDE. ; TOP PLATES
TI ATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIC441�PWITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT-IS.,`IRECOM MEND ED TO 'VERIFY"�U`ITAbLE I I .. � <
TING ELEVATIONS SHOWN OCCUR . ,I I" 2x SPF� BLOdK,ING ROOF TRUSSES. W WALL INTERSECTION
SUBSURFACE CONDITIONS. IF THE FOO IN A DISTURBED OR UNSTABLE SOIL, THE'.ENGIN.EER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE (CLAY SOILS. SOIL COMPAC�ION AND FILL , ' RIPF -- FIT- I 248 POST CONDITIONS
I I . .tz %. "), � I I
"� I-, , 1 . i I . � ,,, . 1. I
SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 11 Z- I . I. � 1 . � OF CORNER
I
11 � q I.. ..- -1� 1, I I I I 1, I j WITH GAP SfiOYVN
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. * . I i , � I :� I 4. 11 .4. . I . I I I
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FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBED$, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE `4; � I"!� I � � I � * rn
l j , ; � I (3)ROWS OF 5- 0
, I I I - f .11 m. Is I
FOUNDATION PLAN SHOWN ON S1.O. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING.;ISIZE OR.LOCATION IS NOT, -� ': � 'SIMPS,6� �; � 1 llp,� -..t (3)ROWS OF 6-Y4- z
11 . . . . : - -�l TRUSSLOK TRUSSLOK I -I
�.., I I SDWd '��' 1 -
DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) � I"". . ,. "' I,, . , 1, 15600 . v
I
,.'' I . .1 " ��!��,, ' - ENGINEERED WOOD ENGINEERED WOOD
'-f1.",:,,- , ", 11 - . -11 11 1. I I . IIIIIIIIIIIIIIIIIIIII
,� . SEE ROOF ;� I 11�t FASTENERS 0 24"o.c FASTENERS 0 24"o.c -7
UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROViDt'�#3'0 48";I OR ROD CHAIRS. FRAMING �1 ---ols 00
.� AS SHOWN AS SHOWN
:
PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING� CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. PLICES IN REINFORCIN, G,��WERE PERMITTED, SHALL BE 48 PLAN FOR " � SIMPSON
BAR DIAMETERS ;,,�,I 1 i.� � . I Ili i � � SDWC15600 CORNER WALL INTERSECTION
. ;, 11 . I . I � 11 DETAILS :
i�" ,� 11 , � 11 I . 11 I � � I SHEATHING MAY CONDITIONS CONDITIONS
lf� � I 1: I I . SEE ROOF
I
CONCRETE SLABS ON GRADEa . I .. I I I SIMPSON TERMINATE AT SIMPSON_/ FRAMING 3-PLY 4-PLY NOTES: IIIIIIIIIIIIIIIIIIIIIII 2
� . , ; . SDWC1 56PO SDWC1 5600
SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6* AND SEALED' OVER CLEAN, COMPACTED EARTH OR FILL NTH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN � SEENOTE1 .
� 11 SEE NOTE 1 , TOP PLATE. 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS
I
o I . . 1 I DETAILS
TERMITES. SAWCUTS6 FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUITS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE METHODS. � 14" L\A- AND GREATER 2. 1 DENOTES 3"xO.131" GUN NAILS 0 6" O.C. VER11CAL 0 0
1, ��., I � I .11� � - � . I � I I., .. I,� 1,
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1 1
I: � 4�, 1 1,� I TYPICAL CONNECTION 3. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE
WOOD FRAMING SPECIFICATION& P ' ' .1 1�1-11 5" ,�� H
I J'l 4 I "i � �I � � ! I EEL < V-0" ' HEEL < 5" NOTES: 4. SOLE PLATE ANCHOR NOT REQUIRED WHEN HOLD DOWN IS INSTALLED U
ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR W066 C'ONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR I . I 11 1. TYP. CONNECTION AT STUD COLUMNS, 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE
I I ' ,l' ,
SOIL SHALL BE PRESSURE-TREATED. IF, ACID OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE ,NOTE8: ,": I JACK-TO-KING ASSEMBLIES, CORNER POST. ETC. OPTIONS ARE SHOWN
STAINLESS STEEL. I 1. TOP PLATE TO STUD S WC ONLY REQUIRED WHEN STUD IS DIRECTLY BELOW TRUSS
2. H2.5T:MAY BE SUBSTI TED FOR TRUSS CONNECTION. PROVIDE ADDITIONAL H2.5T 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY
PRE-EINGINEERED WOOD TRUSSFS: AT TOP PLATE TO STU , SPACE 0 48" O.C. IN ADDITION TO (2) PLYS FRAMED WALL CORNER AND
SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WERE PROJECT IS BEING BUILT AND SHALL COMPLY NTH NFPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS m***\
- r5 'ROOF TRU. S CONNECTION
INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNEC11ONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND "'I IN
I
RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." AT. MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON � � � . � r6 BUILT-UP MEMBER FASTENING TERSECTIONS STUDS CONFIGURATIONS
.
I
I
. � . - �
SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. .. I I I � �,� � � \�2�-o .. i , I
-
I I � � I . I I kzv
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I, �
I i, ,. I I. I KING STUD TO TOP PLATE: I DESIGN
I - '4�1, SDWC1 5600 SCREW. I SDWC SCREW
� ).
ROOF COVERING SPECIFICATION& . : .1� . . I � ' 1i i, !� I
'
9 i � I I
'1�1 ASTENIN
LL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGS SHALL COMPLY NTH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. CLAY : 11 � � � "� NOT REQUIRED AT GABLE raL
I
I ''I ? SEE DETAIL AT RIGHT. NOT REQUIRED TOP PLATE TO HEADER FASTENING:
AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED I ! 1. ENDS OR OPENINGS LESS FOR GABLE ENDS. /-SEE DETAIL AT RIGHT. NOT REQUIRED CRITERIA
ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN4 AND.INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. 11 � . ,� , 1 - I i I-
. I I I'���. � -6"
1 I I I I I. , � . KING STU�, TO TOP PLATE: THAN 4' FOR GABLE ENDS.
;� �- �
t� I I - I I
I I . . I
WATERPROOFINGD I" ,,;% 1; . I 11 ,I 1; �: � 1, FASTENING: I - AND
. : ,, h I 11 NOT REQUIRED AT GABLE- I
. I � I . Is /
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. SEE DETAIL AT RIGHT. NOT REQUIRED 0 1 1 1 . --
ENDSOR OPENINGS LESS FOR GABLE ENDS. I - - . . I I I - I 0
. . ,HAN, 4'-5",�,, - , I
�I . �, I I-.1,T *k 0 � I j
�; 111. 1-1. � 111 . 11 � I GENERAL
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I 11 I 11�1, I ., \ I ("
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WOOD FASTENING SCHEDULE BRICK NOTES / LINTEL SCHD PLAN LEGEND AND ABBREVIATIONS' I ; KING & JACK .�1 PLATE TO HEADER:
I - ,
I I
I "I -.",,,STUDS, �EE PLAI I T I I KING & JACK 11 �L SDWC SCREW 0- NOTES
CONNECTION . 11 ,
INTERIOR LOAD BEARING WALL � I I 24" O.C.
LINTEL DIMENSION MIN. BRIG. MAX. SPAN �, I "',�".!,-, . 11 I 1. ;� % -1 (2)12d TOE HEAD QIR SILL I L-L - . .
�. . I - , ", _
�
:i-1 .1 I . I �- . .�;K�� � ,1, ,1 SIONS FROM
TOP PLATE TO TOP PLATE FACE NAIL 2-GUN NAILS 0 12" STAG. I ��, � '' . - -1 I- \ DO NOT-SCALE DI
,, . �,4" 6"-Om � N AJ LS E.E. M" THESE DRAWINGS.IF A DIMENSION IS
(2-16d) 3-GUN NAILS L31/2 x31/2 x'/4 L(- IIAI- � ,� - :::�:� GABLE X-BRACE, SEE DETAIL 10/S0,1 I�. -" (MIN) SCHEDULE HEAD QR SILL\ 2X6 WALL UNCLEAR REFE R TO THE
FACE NAIL � � ... -L --- -L
TYPE II BUILT-UP POST IN THE WALL 'I ��4.4 - LU
TOP PLATE, LAPS/INTERSECTION le�sl ) I I i ...) I �- - L
L4x31/2"x1/4 6" 8*-Oss 1-16-1/2 HEADER SIZE. JACK AND KING STUD : ARCHITECTURAL E RAWINGS OR
DBL. TOP PLATE TO STUD FACE NAIL (2-16d) 3-GUN NAILS ;..;.-; -,4!.� - DESIGNATES SHEARNALL THE ,'I . QUANTITY., -- ,!� .11 I: I ROUGH OPN'G, SEE ARCH E CONTACT T�E E.O.R.
L 5 x V/2"XV4 1 I, 0,, . i,,, 6" 1 O'-O" HIDDEN UNE DESIGNATES SIDE OF �' . �'�, .1 �,i,::. HEAD OR SILL KING STUD TO FRAMING BELOW- TRUSS TO PLATE: I
, I �, I I I -11 ,� ,
. --------- I ., � \
RIM JOIST TO TOP PLATE TOE NAIL (8d 0 6") GUN NAIL 0 6- 1 i''��, , � I� WALL THE SHEARWALL SHEATHING . � .11 I . I I .." : --V-L- CS18 STRAP w/6-10dx1V ROUGH OPN'G, SEE ARCH SDWC SCREW
, Sw I I ,� 1, �, i ;":� i 1� . I I 11 �
I � : � i I I
1-601/2"X1/4 - .I ,��, 1 6" 12'-O" NAILING: TO BE APPLIED. 8d 0 3/6 � I -. � �;,�, "I I , 1 . 1 ! I SCHEDULE NAILS EACH END. STRAP - - 'LAN NkME
e,
CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS I .1 N/6* DESIGNATES 8d COMMONS 0 3" It �), �, I : I I . I KING STUD TO BOTTOM PLATE - I. - Sl
- L7x3'/2"X'/4 1 6" 16'-O" -1 8d*3*/6* D.C. EDGE & 6" 0.1 "IN THE CONNECTO IMPSON ATTACHMENT CAN BE INTERIOR OR :!!�a (0*�ANASTA A _. CLASSIC)
CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELDs' OMIT IF ROUGH OPN'G, SEE ARCH. EXTERIOR SIDE OF WALL. - - \I
- 1. STEEL LINTELS TO BE MINIMAL 36" 1 STRAP NOT REQUIRED AT THE-\ DES IGN/DRAWS4/CH ECKED
CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) LINTEL MUST HAVE CORROSION - - SHEARWALL iHOLD .DOWN IS,--\ FOLLOWING: GABLE ENDS OR . � %
. , , - BRICK LG - Long SPECIFIED. NOT. REQUIRED At., - JACK TRUSSES LESS PLATE TO HEADER:_,.-, z M CS / JBI/LAP
JOI T DS OR 2-STORY THAN O' OR OPENINGS LESS r " DAT
� � - I . I
I � .11
I ;
(2-16d) 3-GUN NAILS OF EPDXY BASED � VENEER GABLE EN I I WA - I i. [:::] -n I I -- 24" O.C. I
I
ST/TRUSS 0 PLATE TOE NAIL PAINT. MANUF - Manufacture I . -L I . ���� . I VA U 2
WEATHER MONO - Monolithic I �,' LILS THAN 3'-6* . i 1, - �
I ,. ., Ill �
TOE NAIL (3-8d) 3-GUN NAILS I � ,1.1 I BARRIER BRG - BEARING OC --On Center t I , I -- 11 OE 04.10 6
JACK RAFTER TO HIP TOE NAIL (3-10d) 4-GUN NAILS 2. LINTEL MORE THAN W-0n. SHOULD NRY UNIT OSB - Oriented Strand Board I � ,.� � - "I M I
I BE LATERALLY SUPPORTED NOT TO ; i - SCA�E
(2-16d) 3-GUN NAILS EXCEED 6 FT. O.C. w/ 2-14,x3m WD. DBL - DOUBLE PERP - Perpendicular .. 1-1 11 A 11 11 I A I i i I - 0 i
ROOF RAFTER TO 2x- RIDGE BM. TOE NAIL DIA - DIAMETER PRE ENG - Pre Engineered , . .. r . I .... . � . L) Q 3 AS NOTED
I � - L-
I
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LINTEL ; " &I 4.* ., .. . ".- ,11: -. .�,.., � I II 0
. . . *. 4 I CS18 STRAP W/6-10DXlr Z ME
SCREWS INTO HEADER PROVIDE A '/2" PSF - Pounds per Square Foot . "4'*.' � . -, : � . 0
CONT. HEADER, TWO PIECES O.C. 0 EDGE � ;�, " , , - . . -i . I E / 11
ATTACHMENT 4i . , - - -.�..- . -- ' . -. '4- . . . � I LPA�:o.
I
- I VERTICAL SLOTTED HOLE FOR SCREW. h, I SEE NOTE 2 PSI - Pounds per Square Inch ,T 7 .. � . -. . 4 , . , .0 ; 7 NAILS EACH END. STRAP ATTACHMENT CAN I
� . f'I' , GE 4
CONT. HEADER TO STUD TOE NAIL (3-16d) 4-GUN NAILS - � 11� � . EOR - ENGINEER OF RECORD r I I I I o oo STUD OR 2X1O 11 11 11 INTERIOR OR EXTERIOR SIDE OF WALL. TOLL-16-100233
TOE NAIL (3-16d) 4-GUN NAILS 3. BRICK VENEER ATTACHMENT-.z !�',,�;�,, i.;� QT �' Quick �rie � ' � , ,, � , 1,, .. I �. I �SOLE PLATE 'CONNECTOR IL SOLE PLATE ANCHOR BLOCKING FASTEN-" STRAP NOT REQUIRED AT THE FOLLOWING: U 4 � CONTRO�L No. -
I HORIZONTAL TIES 0 24" O.C., VERT. EXT - EXTERIOR REINF - Reinforce I L IRED _*L_ w/8-10d COMMONS GABLE ENDS OR
I TIES 0 12" O.C.. (FOR 11Omph FLASHING FBC - FLORIDA BUILDING CODE SF - Square Foot � OCATED'WITHIN 6" OF, AT LOWER LEVEL HEADERS-A .- 4
SOLE PLATE TO JOIST/BLOCKING I FACE NAIL (16d 0 116") GUN NAIL @ 8" WIND-ZONE VERT. TIES 0 16" O.,C.y.;`1 . S HEADER, FDN - FOUNDATION SPF �-4SPruce� Pine Fur- ' r, STUD PACK. OMIT IF SHEARWALL UNLESS SPECIFIED ON PLAN MULTI -STORY -.I.- --V-- I N/A
� I
NAIL SPECIFICATIONS AT ALL OPENINGS SPACE TIES WIT : , BRICK LINTEL, SYP `-'Southern Yellow'Pirte . 1 rj HOLD DOWN IS,�,SPECIFIED. SINGLE STORY THAN 8' OR OPENINGS LESS I SHEET
3"xO.131"0 = GUN NAILS 2"xO.113*0 = RINK SHANK HIN' , SEE SCHEDULE THRU - Through I . 1. 1. I . L, � ��. (STACKED WINDOWS) THAN 3'-6" ?m IL A �
12" OF OPENINGS. PROV1DE3/je"0 WEEP 11, , I
,
2"xO.113"0 = 6d 21/2-xO.131-0 = Bid HOLES 0 33* O.C. IMMEDIATELY ABO\(E TYP - Typical I,?7"I -rYpi L �HEADER STRAPPING -44,- is :
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I I , I HORIZ .� �
3"xO.148"0 = 10d 31/2"xO.162*0 = 16d FLASHING. ':', , -� -- S0 , 0
� . i I .. OF BRICK LINTEL - .� L 11\,Sd.b,l I �"'L 0
� I,A�' VERT ,,, Vertical r 11 �, �; i' l'
11/2"xO.148"0 - 10dxl'/2" 11/2"xO.131"0 = 8dxll/2" Nissi-I, � I I 1!"
k....... I I WWF - Welded Wire Fabric - 11 i I L 11,L�l I I I " I
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2x6 SYP#2 BLOCKING 13ETWEEN
2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP
�11� PLATE w/ 10d 0 4" O.C.
FASTENED TO TOP-
PLATE w/ 10d 0 3* O.0 WALL SHEATHING
8d COMMON WIRE NAILS
2x4 BLOCKING BETWEEN EA. TRUSS.
TO BLOCKING 0 3" O.C.
r
ATTACH AT EACH WALL STUD w
3-16
BLOCKING ONLY REQUIRED 6$0 N NAILS AT EA. FRAMING INTERSECTION.
AT SHEARWALLS AND (MIN. OF 6-16d BETWEEN EACH TRUSS)
C': 1, DBL. TOP MA NOTCH HEADER
STUCCO FINISH 5-8d COM PLATE BELOW TOP PLATE
EACH SIDE RCH SHEATHING,
S E SPECIFICATIONS HEADER Lou Pontig and
16d COMMONS OF SPLICE 16d COMMONS
EK
2x4 SYP#2 HORIZ. BRACING 0 B LOW PORCH Associates, Inc.
0 B" 0.C. SHEATHING SPLICE 0 8" O.C. HEADER,
24" O.C. BETWEEN OUTER Wk-L- 8-GUN NAILS---eel
SEE PLAN. AR
RT
& FIRST INTERIOR TRUSS. NAIL PORCH PARALLE HEADER & SUPPO PERPENDICUL MUSS 420 Osceola Avenue
CONT. RIBBON CONT. RIBBON PORCH (2)MSTA24 FULL HEIGHT
BOARD (TYP 8d COM 0 EACH END w/ 3-0.1310" NAI-S 'TO WALL POST, PER PLAN. DETAIL B
BOARD (TYP) 3" 0.C. PERPENDICULAR I STRAPS ANCHOR OR DTT2Z lax. Beach, Florida 32250
(TY-1) TO WALL HOLD DOWN AT MIN. (2)2x4 WOOD Ph. 242-0908 Fax 241-9557
EACH SIDE FLOOR
FLOOR FLOOR OF SPLICE 4L BASE OF POST BELOW. & (1) ADJ. FL:CA#8344 70
TRUSSES TRUSS TO PORCH HEADER.
TRUSSES WALL
� I , . 24" 16�GUAGE'
OR OR JOIST. POST BASE: SHEATHING
JOIST. 2x4 SYP#2 I STRAP W/11-- PQ T 24" 16 GUAGE 4x4 POST:ABU44
SHEATHING SPLICE DIAGONAL
10dxlh" EA. END BEI-OW STRAP w/1 1-- 6x6 POST:ABU66 STUD WALL FRAMING ........
FASTEN EA.
10dxlh" EA. END w/ 2x SOLID BLOCKING
AT SHE Cm
END w LSTA1 2 FOLDED OVER TOP
-Y4" OSB or PLYWOOD DOUBLE TOP PLATE ATHING EDGE
3-10d COMMONS' PORCH. CONTINUOUS OVER- PLATE w/5-10d NAILS 8d COMMON ORE NAILS oe
SHORTER THAN DER
SEE PLAN i 1 1?1 1 .4c. 9
RIM BOARD Y4* PORCH,kEADER, SLAB INTO TOP PLATE & 5-10d TO BLOCKING 0 3" O.C.
o 6" HEA NAILS INTO BEAM. SPACE
X
00
WALL FRAMING WALL FRAMIN�/ FLOOR SYSTEM. ALIGN CEILING ITS16 MA 0 48" O.C. OMIT IF WALL
VERTICAL JOINTS WITH LINE WALL FRAMING 3TRAPS fi" R SHEATHING IS INSTALLED No,
MSTA24 D
SHEATHING SPLICE. WALL SHEATHING STRAPS EPDXIED 6" MIN ON FACE OF BEAM ROOF TRUSS Cq
r JOINTS INSTALL FLOOR TO I.
OR JOIST
BLOCKING ONLY REQUIRED 5-8d COM FLOOR STRAPPING PER
PLAN \A E PLAN MEW OF 00 Lj
-T TRUSS CONNECTION
OPTION 1 OR 2 S TA
AT SHEARWALLS AND ELEVATION MEW OF FOR PERPENDIC
EACH SIDE PORCH HEADER POR 8-GUN A%
P,MCA
STUCCO FINISH J 1;C NE
OF SPUCE ;;fl 1 '1,1 ,I
f -CH HEADER
SEE DETAIL B ABOVE 0
OPTION-L P-110N, 2 AT POST AT POS E NAILS CON11NUOUS 2x6 SYP#2
FULL HEIGHT I 1 00
OVER LAP SHEATHING LEDGER FASTEN �i
,6,L,l BoARD op-nm
141
LEL ANCHOR OR DTT
FLOOR TRU ;S PARAL 'ATHIN SPECIFIC TiONSe 2Z 5-0.1310" EA. STUD.
NOTE 1: GYPSU HOLD DOWN AT MIN. (2)2x4 WOOD I --
14 M (WA R PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD 011RIIIIIN1111
BASE OF POST
OR
1. CONTRACTOR MAY CHOOSE OPTION 1 2 OR 3. OP110N 13 BELOW. & (1) ADJ. PARALLEL -TRUSS
3/ TO PORCH HEADER.
2. CONTRACTOR SHALL OMIT FLOOR TO FLOOR STRAPPING MEN FULL HEIGHT THREADED RODS ARE INSTALLED '' !�.kOR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD
DETAIL A Christopher,j Sabourin PE
FLOOR TO FLOOR WALL SHEATHING AND STRAPPING OPTIONS
TYPICAL PORCH FRAMING DETAILS PICAL PORCH BEAM CONNECTION WHEN 4 WALL ADJ. TO ROOF CONNECTION F L P E#714 61
2 tl�Ty
btt UVIN15111UCTION SPECIFICATIONS FOR ROOF
41,.�O AND WALL SHEATHING AND STUD FRAMING. REM-WNS DATE
SEE DETAIL 5/S0.1 FOR
DIAPHRAGM ATTACHMENT
WERE APPLICABLE
IF TRUSS REACTION EXCEEDS
ROOF TRUSS. 2300lbs PROVIDE CRIPPLE STUDS
ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS DIRECTLY BENEATH TRUSS
2x4 SYP#2 CATS AT 12" -1- FLOOR OR TRUSS.-\- BOT. CHORD w/ 0.131x3* 0 Y O.C. A 2-SIMPSON H2.5T. -4 -4- -4- -4- -4- -4- -4- -?-
O.C. FASTENED TO TOP-- .,�ROOF TRUSS. FASTENED TO SHEATHING w/ 8d 0 3" O.C. ROOF &NI B REUD ALTERA:n��::)
PLATE w/ 4-0.1310"' 11 V4 TRUSS. SDWC 15600 ---------t ----------t -
SHEATHING FASTENED TO ----------- ----------- CONTRACTOR SHALL Cot TACT LOU
COMMON. MAX. 0 32" 0.C.
TOP PLATE w/ 1 Od 0 3" O.C. PONTIGO&ASSOCIATES 3RIOR TO
. 9- TT SCREWS MAKING ANY STRUCTUS AL FIELD
T MODIFICATIONS WHICH h AY VARY
SHEARWALL
AX. FROM THE INTENT OF THI ORIGINAL
FASTEN CATS EACH END W/ SYP#2 CONT. ATTACH OSB WALL CONSTRUCTION DOC TS.ANY
FIELD ALTER E PRIOR TO
NATIONS�M
3-0.1310" COMMON TOE NAILS TOP PLATE AND TRUSS SHEATHING Al
w/ 0.1310" 0 3" O.C. EDGE OF Df BEING APPROVED BY LOU PONTK30 a
2x MAY OVERHANG TOP PLATE. SHEAR ASSOCIATES MAY RE LT IN
SHEARWALL 0 WALL ADDITIONAL ENGINE ING OR
)R
LL SHEARWALL
EXTERIOR WA L INSPECTION F
Z6
ALTERNATE A 18d0319/699 8 d
ALTERNATE B ALTERNATE C ALTERNATE G PERFOR ;TED SHEARWALL SEGMENTED SHEARWALL ROUGH OPENING, SEE ...... lilt
STRAP KING POST TO ROUGH OPENING, SEE
POST BELOW WITH 2-CS16 TRUSS UPLIFT TABLE AT LEFT TRUSS UPLIFT TABLE AT
U TOLOWER - I STRAP KING POST TO
OSB DIAPHRAGM FASTEN ROOF FLOOR D 10d 04"0.C. 1)- STUDS UPPER TO LOWER STUDS STRAPS WHEN FULL HEIGHT POST BELOW WITH 2-CS161
TO NAILER w/ (1) ROW 8d TRUSS.N F FLOOR 1i[. ,$W,.8d03 ANCHORS ARE NOT USED STRAPS WHEN FULL HEIGHT
4"': 'k�I", /6: (2) CS18 STRAPS SW 8d03/6: (2) CS18 STRAPS
2x4 SPF#2 CONTINUOUS 2!S TRUSS. HORS ARE NOT USED
0 3" O.C. FASTEN TO TOP-- END STUDS M FOUNDATION
LEDGER FASTENED END STUDS M F(XJNDA71ON
PLATE w/ (2) ROWS 7/ -SW 8dO3/6: HTT5 OR HDU5 'SW 8dO3/6: H175 OR HDU5
OSB HEADER DOWN CONNECTION HEADER UP CONNECTION
t TRUSS WEBS WITH-
OF 8d 0 3* O.C. BLOCKING
ANNEL w/3-0.1310" PLATE ANCHORS U
7,1,11� SHEARW NOTES: /1%- SOLE PLATE ANCHORS CONNECTION
OOR COMMON. TEE SCH DULE ON DETAIL 3/SO.O TEE SCHEDULE ON DETAIL 3/SO.O CALL OUT UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR
2x4 SP c -
TT 1. AT ROOF TRUSS,
SYP#2 2x4 NAILER FASTENED ALL AROUND F MING ir--oci a CALL OUT
TO TRUSS BOT. CHORD w/ CON-TRACTOR MAY SHEARWALL NOTES A H2.5T 0 32" O.C. TOP & BOT A LS18 0 32* O.C.
CHOOSE A,B,C,D, OR G. 1. PROVIDE �f6 OSE3 SHEA ING WITH 8d COMMONS 0 3" O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD.
FASTEN CATS EACH END W/ x4 SYP#2 CATS AT 12"1
(2) ROWS 0.1310" 0 3" O.C. 3-0.1310" NAILS 0 6" O.C. PROVIDE 2x BLOCKING AT ALL PANEL EDGES. B SEE PLAN B SEE PLAN Uj
INTERIOR_ C. FASTENED TO TOP 2. USE ALTERNATE A.
SHEARWA PLATE C (1)MSTA24 STRAPS C (2)CS15 STRAPS
SW-2A LL. W/ 4-0.1310" AT EXTERIOR WALLS STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS D FULL HGT THREADED ROD SEE PLAN
2. PROVIDE A MINIMUM O�
SHEARWALL. OR COMMON. ENDING BETWEEN ROOF END �O§;'TS, FOR SW. D FULL HGT THREADED ROD SEE PLAN
571 6d NAILS
EXTERIOR WALL TRUSSES. OR HTT4 HOLD DOWN AT BASE (U.O.N) OR HTT4 HOLD DOWN AT BASE (U.O.N)
ALTERNATE Q ALTERNATE E (1yP'CAL)
& FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 5/SO.1
ALTERNATE F 3. USE ALTERNATE
E & F FOR FLOOR TING BELOW SHEARWALL PER DETAILS ON S1.0
4. INSTALL INTERIOR FOO
TRUSS ATTACHMENL---i LLJ
SHEARWALL ATTACHMENT AT ROOP4�fi 100R:
-N\ TY LL ELEVATION
r6 PIC��, SIAEARWA
WHEN 7 HEADER TIE DOWN
\,So.lj PROVIDE.SOLID BLOMINIG WITHIN FLOOR SYSTEM AT SW END POSTS. 0
%%moor SOA THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
0
Uj8d COMMON NAILS 4-:12di TOE MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS.
AT 3- O.C.(TYP) N Al LS (TY
ROOF 2x4 SYP#2 OUTLOOKERS SINGLE
BRACING NOTIES AND SPECFICAlnCNS
2x4 BLOCKING. FASTEN J TRUSS 0 24" O.C. TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN, EXEPT Ln
WALL STUDS WALL STUDS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, EACH END w/3-10d H3 OR H2.5T HURRICANE CLIP 0 EA. FOR T-BRACE SHALL BE 1x4 SYP#3
AT 16" O.C. AT 16" O.C. FASTEN TO ROOF FRAMING BELOW TOENAILS OUTLOOKER TO TRUSS. OR BETTER OR 2x4 SPF#2 OR BETTER.
w/ 4-12d NAILS AT EACH RAFTER. 6-10d (UON)
ROOF SHEATHING COMMONS (1)DIAGONAL BRACE PER (D
OVERFRAME RAFTERS, SEE PLAN. (4) TRUSSES APPLIED 2.)BRACING LUMBER SHALL INTERSECT
BACKSIDE OF WEB. THE WEB OF THE BRACED TRUSS, PER
DELEGATED TRUSS ENGINEER.
LU
ROOF TRUSSJ ROOF TRUSS-/ 2X6
ANGLE
SYP#2 LEDGER ATTACH SIMPSON H3 w/ 10-8d COMMON 3.)PERMANENT PERMANENT BRACING 0
TO EACH STUD, PER DBL. SYP#2 LEDGER NAILS FROM RAFTER TO LEDGER BRACE BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP z
ATTACH TO EACH STUD, AND LEDGER TO ROOF MEMBER. THESE STRAPS FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL
SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 MAY BE OMITTED 2X4 T-BRACE. ONLY PROVIDE 1x4 SYP#3 OR BETTER
BLOCKING WHEN OVERFRAME REQUIRED FOR BRACE WALL SHEATHING UP BOTTOM CHORD BRACING
A-SINGLE LEDGER B-DOUBLE LEDGER RAFTER LE�GTH t.NGTHS > 8P-O". CABLE END TRUSS. I-BRA E-FASTENED TO
ALT, TO BOTH H3 ABOVE E PERPENDICULAR TO TRUSS BOTTOM
WEB W/ 12d 0 6"0.C. CHORDS AND ATTACHED TO EACH
VERTICAL VERTICAL PRODIDE MTS12 Q& CS16 DIRECTLY LESS THAN 4'-0* FASTEN w/10d COMMONS T-BRACE TO BE THE
ROOF MEMBER. 2X4 #2 SYP BLOCK
GABLE BRACE. FASTEN EACH CONTINUOUS LATERAL BRACING, SEE
0-775 2x6 w/ 5-0.1310" AND GRADE AS WEB
REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILING BETWEEN OVERFRAMING RAFTER ON-CENTER 0 EACH SAME SIZE, SPECIES, TRUS WITH 2-8d COMMON NAILS. AT
1850-2345 2x8 w/ 6-1/4"OxV SDS SCREWS AND ROOF MEMBER. GABLE END WALLS PROVIDE DIAGONALS
776-1250 2x8 w/ 8-0.1310"' END W/ 3-10d TOENAILS TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. AT END WALLS PROVIDE DIAGONALS
2346-3125 2x12 w/ 8-/.w0x6" SDS SCREWS
1251-1540 200 w/ 10-0.1310" LOCATION. IF MORE THAN (1) LATERAL (APPROXIMATELY 457.) TO THE 0
ADJACENT EXTERIOR PERPENDICULAR
BLOCK TO DBL TOP BRACE I§ NEEDED, OVERLAP BRACE
1540-1850 2x12 w/ 12-0.1310" C
PLT W/ 2-H2.5T AS SHOWN. WALL BETWEEN EACH LINE OF BRACING U
PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO FORM A ZIGZAG PATTERN ALL
CONSTRUCTED OF THE SAME BRACING
LEDGER A NOTES: WHERE A LEDGER IS INDICATED TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. MATERIAL. THIS REQUIRMENT IS NOT
ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION, 0.131xY TOE NAILS 0 8"O.C. NECESSARY AT HIP ROOFS. ALSO
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT FROM BOT. CHORD OF TRUSS ALONG EXTERIOR WALLS PARALLEL TO
ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE TO DBL. TOP PLATE BOTTOM CHORD BRACING PROVIDE
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES.
DIAGONALS IN THE END SPACE
2x4x6* SYP#2 LATERAL BRACE EA.
X-BRACE w/ 2-16d INTO BOTTOM- a,-.1 Od LSTA12 0 48- O.C. Q& DBL TOP PLT BETWEEN THE WALL AND THE FIRST
CHORD OF EA. TRUSS. COMMONS TO CABLE TRUSS BOTTOM CHORD W/ LINE OF BOTTOM CHORD BRACING AT A
MAXIMUM SPACING OF 20 FEET.
'DEC SDWC15600 0 36" O.C. OMIT IF
WHEN 9 �6 G "FYPICA
LED f'�,
W114EN 8 GER CONNECTION K LEDGER AT OVERFRAME RAFTERS ABLE END BRACING
I SO.1 TRUSS TO LEDGER CONNECTION BY TRUSS NOTWI SHEATHING OVERLAPS GABLE 12' MIN �1 PERMANENT TRUSS BRACING
so. �'USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC.
ENGINEER. NOT SHOWN FOR CLARITY 1..,SPACE GABLE END BRACING 0 4o-6- MAX.
ALE: 3/4" V-0"
Z ALL,MATERIAL TO BE SYP#2 INI-V
\I..�ASC FD,&MIN
ID MIN 2 PLY STUD
MIN 2 PLY STUD
IN LIEU OF 2 STUDS IN LIEU OF 2 STUDS
1�k
WASHER PLAN FULL HEIGHT ITS ACCEPTABLE ITS ACCEPTABLE GIRDER TRUSS DETAI
L Jim TO SISTER A
TO SISTER A OR BEAM GIRDER TRUSS 93
@ ANCHORING SPECIFICATIONS MIN 2 PLY 36" LONG STUD 36" LONG STUD
(.1)MSTA24 STRAPS
OR BEAM
FOLD OVER TOP PLATE STUD FASTEN w/12- STEN w/12-
FA
ANCHORING SYSTEM: THE THREADED ROD ANCHORING' (2)MSTA24 STRAPS
FULL HT.
SOLE DOUBLE: SYSTEM SHALL CONSIST OF WO A307 THREADED FASTEN w/18-10d FOLD OVER TO SIMPSON HTT5 OR 0.1310" GUN 0.1310" GUN NAILS
P PLATE
PLATE
UPLIFT FULL HT. TOP PLATE., ANCHOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FASTEN w/1 8-1 Od HDU5. FASTEN NAILS (2)M TS1 2
ANCHOR (2)MTS12
DOUBLE TOP CONNECTOR FOUNDATION AND TO THE UPPERMOST PLATE AT THE
0
LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE
SEE PLAN D1 j
W
00 NOT SCALE DIMENSIO FROM
FASTEN W7H A NUT AND ALLOW AT LEAST 3
i THESE DRAWINGS.IF A DINE ION 15
PLATE 26-10d COMONS
TOP PLATEp PROMDE A 2"X 2*x )V STEEL WASHER. SIMPSON DTT2Z
WALL STUD w/8- y4"`X1)C
UNCLEAR REFER TO T
OR POST. THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.)
FULL 'HEIGHT SDS SCREWS
0 SIMPSON FULL HEIGHT
ARCHITECTURAL DRAWI OR
FULL HEIGHT MINIMUM 2 PLY LTT20B
THREADED ROD PROVIDE A HOLE IN THE PLATE: 9* LARGER THAN THE: MINIMUM STUD
ROD INSTALLATIO14: AT ALL PLATE PENETRATIONS, THREADED ROD (2)H2.5T \\-(2)H2.5T
SEE PLAN THREADED ROD WITHIN 6" OF
TITEN HD
ELEVATION DIAMETER OF THE THREADED ROD USED. WHILE TURN 2 PLY-�,, MINIMUM
0 SINGLE CON71NUOUS RODS ARE PREFERRED, COUPLERE COUPLER TIGHT AT 2ND STORY o 0 EPDXIED 4" MIN OR GIRDER (SEE PLAN) AT 2ND STORY
STUD %" THREADED 2 PLY- NAM E
STEEL COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES o AGAINST PLATE STUDS PROVIDE /-ROD EPDXIED Xx6* TITEN HD STUD STUDS PROVIDE
(OPTIONAL, LOCATE @ FULL HT WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE o 1 CS1 8 STRAPS 7.5" MIN X" THREADED ROD ANASTASIA - CLASSIC
ROD SHALL BE INSTALLED APPROXIMATELY CENTERED
o. AT BASE OF STUDS 2 CS18 STRAPS
AS NEEDED) ANCHOR IN HOLE. RODS MAY BE SLANTED FROM TRUE SIMPSON TITEN.HD ROD COU LEE EPDXIED 4" MIN OR AT BASE OF S DESIGN/DRAWN/CHECK
E�OOR TO FLOOR) TUDS ED
AT SILL PLATE. AT TOP PLATE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO RODS THD37634RC (4**04") &6" TITEN HD 01 L(FLOOR TO FLOOR) JB
CS
AVOID CONFLICTS NTH FLOOR AND WALL FRAMING. MINIMUM /LAR
THE NUT AWYE 7HE UPPOMM PLATIE MOLL BE
FULL HEIGHT ANCHOR INSTALLATION CHART SECUMM OM M NUM TO A SNUG-IWT SIMPSON DTT2Z /--2 PLY HOLD DOWN SEE PLA� DATE
STUD
FLOOR CONWOON PLUS ONE-HALF WAN OF A STANDARD ROD = DTT2Z 04.18.16
FRAMING WREIMN (APPROMMATELY 30 FT.-M OF TQRQAA'X rw18 X4%1)�" HTT5
THREADED DUE TO SHIIIINSCAGE AND COMPRESSION OF OLqLDM SDS SCREWS ROD = HTT5
BUILT-UP POST,- SCALE
FULL HEIGHT BUILT-UP POST,
ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE CONTRACTORS SHALL ME-10111EN MT M 30
N. ASNOTED
SEE PLAN SEE PLAN. L
THREADED ROD- FOUNDATION, HOLE HOLE SPEC. DEPTH DISTANCE FT.-4ft OF TORIXIIE AFTIER ALL TRAM ARE SEE PLA
PER PLAN. 3/8 V,"o 14"o COMPLM AND PAW TO WOULAIM
2x2x1/jj"` 4": 4" 2m 13
LPA No.
:-I-EMBEDMENT 5/8 ;%"o 3/4'0 3x3x/4" 7.5" 12" EPDXY ANCHORING, ALL THREADED RODS SHALL BE
DEPTH X 3" DRILLED & EPDXY A CHORED. SEE INSTALLATION TOLL-16-00233
HTT5 or HDU5 QTT2Z LTT208
MONO i STEM MON CHART FOR EMBEDMENT AND EDGE DISTANCE ALTERNATE FOR ALTERNATE FOR CONTROL No.
FULL HEIGHT ANCHOR REQUIREMENTS FULL H FU LL HFJ OPTION 1 OPTION 2
EIGHT ROD
% GHT ROD FULL HEIGHT TR N/A
WALL SECTION BIREADED ROD INSTALLATION CHART CONVENTIONAL
SHEET
FQLL HEIGHT ROD ALTERNATE
/"`7�2 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM
CHMENT.' FULL HEIGHT THREADED ROD HOLD DOWN ATTACHMENT DETAIL
tl 3� A 4� P,
r15
%*EN '� GIRD
DETAIL ONLY APPLIES MEN N01ED ON PLAN SOA IQW16 ER BEAM STRAPPING
ALTERNATE Soo]
P RCI
S E 5
LOV
r TB
)E
+W
Lj
-72x jAX.
TC
TO
Im
V,..��SO1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
77
SHEET 2 OF7
OVERLAP SIDEWALL OVERLAP SIDEWALL
TOP PLATE TOP PLATE
OVERLAP SIDEWALL
TOP PLATE
. . . . . . . . LWAYS PLACE
ALWAYS PLACE
HEADER AT
HEADER AT TOP OF ROUGH
TOP OF ROUGH
OPENING OPENING
GARAGE
4 5/d;'O THREADED ROD . . . . .
. . .. . . . . . . . . . .
HEADER . . . . . . . .... . . . . .1_W/3x3x1/4" PLATE
. . .. . . . . . . . . . . . .
. . . . . . . . . . . . . . . . .
ALWAYS PLACE
GOAL POST. FASTEN TO STUD
T.
. . . . . . . . . . . R_� . . .. . . . . . . . . . . FULL HEIGHT
HEADER AT PAbKWITH 2—ROWS OF 16d
. . . . . . . . . . . . . . . . . (ONE IN 'SIDE . . .. . . . . . . . . . . . . THREADED ROD
TOP OF ROUGH 1 12 . .. . . . . . . . . . . . . .
RING SHANK NAILS 0 12" O.C. . . . . . . . . . . . . . . WALL) Lou an
OPENING MAX
.1'4
NtAIJER TO JACK 0/11 Associates, Inc.
ATTACH GARAGE DOOR THRU ... EXTEND HEADER TO
/,�2)20ga STRAPS
EXTEND HEADER TO
0H L
(2)2x6 KING STUDS ;_VPRK T BUCK DIRECTLY INTO FAR SIDE OF WALL
HTT5 W/ STUI)r'�,PACK, PER GARAGE DOOR PAR SIDE OF WALL 2A r-6x6 POS1 420 Osceola Avenue
(2)2x6 JACK STUDS (2)2x6 2:)2x6 SPF AS SH OWN. 0 AS SHOWN.
THREADED ROD .1, SUPPLIER JACKS Jax. Beach, Florida 32.250
EPDXIED 12"—\ 1
AND (1) 6 Ph.242-0908 Fax. 241-9557
4"-0"`x4"-0" PIECE OF WALL 4'—O"x4'—O" PIECE OF WALL
KING.\ FL:CA#8344 SC:CA# 3579
-SHEATING INSTALL AT UPPER SHEATING INSTALL AT UPPER
HTT5 w/
HTT5 w/ (2)2x6
CORNER 1" BELOW GARAGE HEADER
(2)2x STUD CORNER\ THREADED ROD 0 CORNER 1" BELOW GARAGE HEADER THREADED ROD JACKS ff ON EXTERIOR STUD (TRIMED AS DETAIL A
o EPDXIED 12 ON EXTERIOR STUD (TRIMED AS DETAIL A AND (1)\ SHOWN)
oo EPDXIED 12"
P.T. SOLE PLATE Z SHOWN) K NG.
III GARAGE SOLE PLATE HTT5 w/ FASTEN $HEATINGj,(O'HEADER w/ 8d COMMON QE GALV. BOX NAILS FASTEN SHEATING TO HEADER w/ 8d COMMON gfL GALV. BOX NAILS ...............ifiliz
FLOOR HTT5 w/ IN 3* GRID PATTERN AS SHOWN AND 3" O.0 IN ALL FRAMING
ANCHOR %"',THREADE:D' ROD IN GRID PATTERN AS SHOWN,�AND 3" O.0 IN--ALL FRAMING
9fi$' THREADED ROD (STUDS, BLOCKING & SI LLS) TYP.
EPDXIED 12" (STUDS, BLOCKING & SILLS) TYP. !Zpx
SOLE PLATE EPDXIED 12"
ANCHOR GARAGE WINiGIVALL SECTION 101* CIS
DOUBLE BLOCKIN6 AT PANEL JOINT, NAILED TOGETHER wl 3-16d SINKERS
A THICKENED SLAB EDGE DOUBLE BLOCKING AT PANEL JOINT, NAILED TOGETHER w/ 3-16d SINKERS No. 7
A
AT GARAGE OPENING. ...
6x6 POST WITH ABU66
5/8"0 THREADED ROD (OVER ADDITIONAL DOUBLE PLATE BETWEEN S
NOTES: w/ 5/." THREADED ROD STrATE
.1 �/ �,i�tm 8�* 1 ': , 3 **t 4- "
STUDS)];b. 0 Ltd 1 EDIi4ENT:4 i �k R
EPDXIED 12" MIN.
00
1. ALWAYS PLACE GARAG�,`HEADER AT TOP OF ROUGH OPENING. P-4
GARAGE WING WALL ELEVATION
Christopher j Sabour
_n PE
F L P E#714 61
GARAGE HEADER FRAMING GARAGE PORTAL WING WALL �EN GARAGE WING WALL FRAMING LESS THAN 1211 REMSONS W
MEN 2
Z!�!�SO.2
0 SO.2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN �SO_2 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN
�FIELD ALTERAnm
CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIO TO
MAKING ANY STRUCTURAL FIE-0
MODIFICATIONS WHICH MAY Vj&Y
A wi,
FROM THE INTENT OF THE ORIG NAL
v ROOF 13HEATHING PER CONSTRUCTION DOCUMENTS.ANY
1—MTS12 STRAP
CONSTRUCTION SPECs FIELD ALTERNATIONS MADE PRIC R TO
0 EACH RAFTER BEING APPROVED BY LOU PONT]30 a
ASSOCIATES MAY RESULT it
10d COMMONS 1/2"xl)" S.S LAG BOLT ADDITIONAL ENGINEE
2x6 SYP#2 LEDGER ROOF SHEATHING PER 0 6"o.c INSPECTION FEB.
w/3—#8x3)j" WOOD CONSTRUCTION SPEC's
SPLICE 2x6 x 4-'-6" P.T. SYP NO.2
SCREWS 0 16-O.0 2x6 SPF#2 RAFTERS
2x6 SPF#2 RAFTERS EXPOSED RAFTER TAIL TO EACH ROOF
tiiz, , ____1 0 24*c).c
ALIGNED w/ STUDS
TRUS§'O 24" O.C.
2x6 SYP#2 LEDGER
H2.5T
W/2-1/4"W SDS��
SCREWS 0 16'o.c
2x4 SYP#2 LEDGER
w/2—#8x3Y2" WOOD---**"� PRE�77ENGINEZRED-
5-10d NAILS
SCREWS 0 16"O.0 if WOOD 13EAM PER PLAN WOOD-,,RO,0F TRU,SS�Sel 2x SPF BLOCKING
d CO MO RIPPED TO FIT
6x6 POST SEE PLAN--,**'� 00r M
(2)H2.5T IN
1—H2.5T q 0 V' 0.C.
0 2x4 SPF#2 JOISTS 00, _,*��4x4 HORIZONTAL LEG WE NAILS WITH GAP SHOWN
EACH JOIST ALIGNED w/ RAFTERS STAGGERED
SOFFIT, SEE
3-10d TOENAILS ARCH.
%"x8" LAG SCREW
EACH SIDE
RECESSED
ARCHITECTURAL 44 DIAGONAL
BRACKET DOUBLE p_ 1 X4 P.T. SYP
WALL FRAMING %"xB* LAG SCREW TOP PLATE 1$-4" FASCIA
SEE PLAN RECESSED
SHEATHING MAY
44 VERTICAL TERMINATE AT
TOP OF DBL.
TOP PLATE.
ALL EXPOSED METAL
CONNECTORS AND ALL EXPOSED METAL
FASTENERS SHALL CONN-m-CTORS AND L
BE STAINLESS STEEL FASTENERS SHALL 0
BE STAINLESS STEEL
SHED ROOF BRACKET DETAIL SHED ROOF BRACKET DETAIL RAFTER TAIL DETAIL
r5 r6
I,Q.J2 1% —0* —0*
.�.2 SCALE: 3/4" 1' \,�.2 SCALE: 3/4" 1'
d,
TRUSS BOT. CHORD TO
GABLE TRUSS PER GABLE BRACING TRUSS
PLAN w/8d 0 12" O.C.
FASTEN *TOP CHORD" r)
GABLE BRACE TRUSS TO
WALL w/8d 0 6" O.C.
TOP PLATE FASTEN GABLE BRACING
BELOW TRUSS TO WALL wAlO)8d
EA. END
KING STUD TO TOP P A=-
SDWC15600 SCREW. SECTION A—A
0 0 0 0
STUD TO T o U
SDWC1 5600 SCREW*
0 32" O.C.
STUD TO TOP PLATED STUD To
SDWC15600 SCREW. SDWC1 5600 SCREW. o
0 320 O.C.
0 32m O.C. t4-12d TOE
ROOF NAILS (TYP.) L2x4 SYP#2 OUTLOOKERS
STUDSTO TOP PLATE STUD To ROT PLATE& TRUSS 0 24" O.C.
ROT PLATE_'-O TRUSS SDWC15600 SCREW.
HEADE Wx 4h" LAG SCREW 0 32m O.C. H3 QR H2.5T HURRICANE CLIP 0 EA.
NTH ROUN WA OUTLOOKER TO TRUSS.
1—MSTA24
AT EACH FLOOR TRUSS---,\
SHER MISC
FRAMING
-----------
DETAILS
130T PLATE To FRAMING
ROT PLATE TO FRAMING
BELOW CS180 32n O.C. BELOW CS180 32m O.C.
STUD TO SOT PLATE* WALL SHEATHING UP
LA FO TRUSS GABLE END TRUSS.
TRUSSES PERPENDICULAR TO WALL ABOVE SDWC15600 SCREW.
A G SCREW 0 32" O.C.
x4y
2
--------------------- .6 ------------- ------------ -- -------- NTH ROU 1 WASHER 00 NOT IONS FROf%I
AT EACH FLOOR TRUSS THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
GABLE BRACING TRUSS Q..
777777777 TO WALL, SEE EECTION
A—A PLAN NAME
ANASTASIA — CLASSIC
0.1310" TOE NAILS 0 8"O.C. DES IGN/DRAWN/CH ECKEL)
Bill FROM BOT. CHORD OF TRUSS
JB /LAP
TO DBL. TOP PLATE CS
TRUSS OR BEAM PARALLEL TO WALL ABOVE TRAS 130T. CHORD TO GABLE
DATE
0.C.
BRACING TRUSS w/8d 0 12" O.C. LSTA12 0 48" O.C. OR DBL TOP PLT 04.18.16
TO GABLE TRUSS BOTTOM CHORD W/
WA 8 WALL STRAPPING DETAIL SDWC15600 0 36" O.C. OMIT IF SCALE
LL STRAPPING DETAIL WALL STRAPPING DETAIL GABLE END,BRACING SHEATHING OVERLAPS GABLE 12" MIN AS NOTED
�So- THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN so. THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN THIS DETAIL ONLY APPUES MEN NOTED ON PLAN \,S 0.2 j
LPA No.
TOLL-16-00233
CONTROL No.
N/A
SHEET
SO*2
1'jr -4
177>;;i�71
2 2 2 2
a 6 *62 ,25 M525
7TI
7
SHEET 3 OF 7
SYMBOLS LEGEND
4
DESIGNATES FOOTING LINE
DESIGNATES SAWCUT LINE
INTERIOR LOAD BEARING WALL
DESIGNATES SLAP RECESS
Lou Po tigo and
BEAM OR TRUSS, SEE PLAN Associ tes, Inc.
420 OscEola Avenue
jax. Beach, �:Iorida 32250
Ph.242-0908 Fax. 241-9557
F L:CA#8344 SC:CA#3579
2
t*
3
S1.01 S1.01 S1.01 'CE %
0 S1.01 4
_jI 10
�:� t — — — — — — — No,
AJ
2� -------- WIRR
3
S_rAT
S1.01
OR 00
�0
MONO FOOTING TO STEMWALL
w/ (2) #5X.1.0" DOWELS—/
Christopher Sabourin P E
EPDX ED 6" MIN.
C
S_
FL PE#71461
or
S1.01 9 Is 00
21 P"Isors S DAli�
r4
.01
1^OB
S1.01
U
'7,
r'TIEW AU-ERATION
PROVIDE 2—#4x4 CONTRACTOR SH LL CONTACT LOU
PONTIGO a ASSC CLATES PRIOR TO
CORNER CRACK BARS--\ MAKING ANY Sl;ZUCTURAL FIELD
AT SLAB MID—DEPTH. MODIFICATIONS I VHICH MAY VARY
FROM THE INTENOF THE ORIGINAL
J!Y( - i I
01 CONSTRUCTION )OCUMENTS.ANY
10,
Lo FIELD ALTERNATIC NS MADE PRIOR TO
3 BEING APPROVED BY LOU PONTK30 a
ASSOCIATES I olAY RESULT IN
ADDITIONAL E qGINEERING OR
INSPECT ON FEES.
MONO FOOTING TO STEMWALL _j
w/ (2) #5X30" DOWELS
8 so
MONO FOOTING TO STEMWALL EPDXIED 6" MIN.
6 1 *—lost I
w/ (2) #5X30" DOWELS 9 V z
EPDXIED 6" MIN. 8 —
F2.0 S1.01 I _j
STAIRS BY BUILDER.
6
S1.01
tz ---------
ISOLATED FOOTING. SEE PAVERS
12 x12" CMU PILASTER BUILT DETAIL 9/Sl.011.' 4 —1 BY OTHERSI
INTEGRALLY w/ STEMWALL
w/ (2) #5 VERTICAL S .01 v Uj
\,S1.0)
T/PILASTER F.F.E.
L _J
PAVERS
'*�STAIRS BY BUILDER.
BY OTHERS
S1.01 01
I r8
F
S1.01 Ul I
1 12 X12" CMU PILASTER w/ (2) #5
10
L_ VERTICAL. T/PILASTER F.F.E.
J,
<
MONO FOOTING TO STENWALL
w/ (2) #5X30" DOWELS
Uj
EPDXIED 6 MIN.
F3.0
F2.0
S1.01 �Sl.ol 12"x`12" CMU PILASTER w/ (2) #5 0
VERTICAL. T/PILASTER F.F.E. �mj U
12 of x12" CMU PILASTER BUILT
I J
INTEGRALLY w/ STEMWALL
w/ (2) #5 VERTICAL
T/PILASTER F.F.E.
FOUNCATION
PDkN
DO NOT SCALE DI&ENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REF-:R TO THE
ARCHITECTURAL RAWINGS OR
CONTACT T qE E.O.R.
FOOTING SCHEDULE AND NOTES SOLE PLATE ANCHOR SPACING SCF D PLAN 1*,AME
BOTTOM BARS DEPTH WIDTH LENGTH TYPE FOUNDATION PLAN ANASTASIA -- CLASSIC
ALL EXTERIOR WALL 42" O.C. DESIGN/DRAWN/CHECKED
3—#5 EA. WAY SOT. 1 0-0" 29-0" 20-0" F2.0 UNLESS OTHER NOTED SCALE: 1/4" 10-0" CS / JB
3—#5 EA. WAY BOT. it—on 2P-6" 2P-6" F2.5 SHEARWALLS 24" O.C. DATE
3—#5 EA. WAY BOT. is—on 31-010 30-0" F3.0 (SW 8d03 /6") 04.18,16
4—#5 EA. WAY BOT. 1 0-099 S-690 3P-61* F3.5 SOLE PLT 0# WHEN NOTED ON PLAN SCALE
4—#5 EA. WAY BOT. it—on 4&-0" 4*_O" F4.0 SEE NOTE 2 AS NOTED
4—#5 EA. WAY BOT. it—on 6" 4t-6- F4.5 1. INSTALL SOLE PLATE ANCHORS PER DETAIL LPA No.
1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE 3/SO.O TOLL-1 6-00233
FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS. ELECTRICAL EMBEDS, CONT110L No.
STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR 2. ANCHOR SPACING SHALL BE AS NOTED. FOR
REFERENCE ONLY. EXAMPLE — SOLE PLT 0 36" 36" N/A
2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. ON—CENTER SPACING SHEET
3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
S 1 0 0
SHEET4 OF7
TYPICAL WALL FRAMING AND
TYPICAL WALL FRAMING AND ANCHORAGE
+`YPICAL WALL FRAMING ANCHORAGE PER
PER CONSTRUCTION SPECS. AND ANCHORAGE PER CONSTRUCTION SPECS.
(1)#5 CONTINUOUS, PROVIDE CONSTRUCTION SPECS. Lou Pontigo and
CORNER BARS (TYPICAL) Associates, Inc.
AT WALLS GREATER THEN 12 oil HOOK INTO SLAB. 1 —#5 CONT., PROVIDE OLE PLATE ANCHOR, 420 Osceola Avenue
4'-0" HIGH, NOTIFY E.O.R. SEE 7B/S1.01 8" CMU OPEN BOTTOM LINTEL SEE 3/SO.O Jax. Beach, Florida 32250
FOR TEMPORARY BRACING MONO SLAB FOOTING AT PORCHES, CORNER BARS (TYP.) BLOCK W/ 1-#5 CONTINUOUS Ph. 242-0908 Fax. 241-9557
WHEN SPECIFIED ON PLAN. "I FL:CA#8344 SC:CA#35 9
LAYOUT PLAN AND SEE ARCH PLAN
PERMANENT LATERAL
43 SLAB ON GRADE, 1
I " SLAB ON
SUPPORT DETAIL. V 6 1 5�
r SEE PLAN. 6, 4
1 4 `--� GRADE,
4 A
47 I__ SEE PLAN.
43 —
GRADE OR CONC.
Sat
SLAB, SEE PLAN.
No.
7
#4 DOWEL TO MATCH VERT.
SLAB ON 8" CMU STEM WALL W/
STEMWALL REINFORCING (SEE #4 VERTICAL DOWELS 0 24" 0.C.
A
GRADE— S TAT
to
STEMWALL SCHEDULE SH OWER PAN SLOPES TO DRAIN, SEE ARCH
X�
�P AN. IVAINTAIN 4 -4
CMU SCHEDULE) w/ 6" HOOK INTO A z L MIN. SLAB THICKNESS. 90* BEND INTO FTG.
11 '*.,(
REINFORCING 00 SEE PLANI
4 FOOTING. LAP VERT REINFORCING ORI
COURSES
4
d 25" IF STEMWALL IS GREATER
1 TO 6 #4 VERT. 0 48 O.C. <
0 ORA! I
THAN (3) COURSES.
Christopher J"Sabourin PE
to Of
WALL, SEE 1/S1 .01 '04 0 -0 UOUS CONCRETE FL PE#71461
7 TO 10 #4 VERT. 0 24"O.C. STEM 4 . **��
too. CONTIN
11 TO 12 #4 VERT. 0 8 C. CONT. CONCRETE FOOTING ..4 �
FOOTING
STEMWALLS OVER 6 COURSES TO 8"d x 16"w 0*1—STORY, w/(2)#5 CONT. —T3 to CLEAR
HAVE TRUSS TYPE HORIZ. JOINT -1 2—STORY YP r�01_90NS DAT
REINF. BETWEEN EVERY OTHER 1 0"d x 20"w w/(3)#4 OR (2)#5 CONT. It
COURSE. FILL CELLS SOLID. 10 X20"
STEMWALL FOOTING 1`2 FOOTING W/ SHOWER RESESS w/ 2—#5 CONT.
GARAGE STEM WALL
SCALE: 3/4" = V-0' �1) (IF REQUIRED) 0
14'..�_01 �1_C (IF REQUIRED)
�RELD ALTERATION
CONTRACTOR SHALL CONTACT LO
PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
TYPICAL WALL FRAMING AND ANCHORAGE MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
PER CONSTRUCTION SPECS. CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO&
ASSOCIATES MAY RESULT IN
(1)#5 CONTINUOUS, PROVIDE
ALUD IONAL ENGINEERING OR
INSPECTION FEES.
CORNER BARS (TYPICAL)
STEP, SEE
12 HOOK INTO SLAB.
ARCH. 4'
(4 oil M AX.)
EQUAL TO SLAB
THICKNESS. z
SLAB ON GRADE__V,_
7B @ SLAB RECESS U Lq
SEE PLAN.__4,-
4<BRICK VENEER IS
J ACCEPTABLE WITHOUT
INCREASE OF FOOTING
WALL FRAMING [SI ZE.
SLAB ON- GRADE
to CMU STEM WALL W/
ELASTOM RIC SEALANT_� $EE—PLAN
ii % �.1-L----1 . I 1. . � ,"' 1-111.1 WALL FRAMING
1" DEEP' SAWCUT w/
8 SLAB ON —2—#5 CONT.
#4 VERTICAL DOWELS @ 24" O.C.
STEP, SEE ARCH. PLAN.
90* BEND INTO FTG. GRADE— A- _*hSLAB ON
GRA
SEE PLAN 1w DE,
__�__SLAB ON
GR 'SEE PLAN.
—————————�0_ ' --- L. — ®r
AIDE
-4
NCTES. 00
_�SEE PLAN. 4
1) PROVIDE SAWCUTS TO! CREATE 4 4'
CONTINUOUS CONCRETE L APPROXIMATE 12' X 12' WX. SQ.
FOOTING 2) SAWCUT CONC.e SLAB WITHIN 4 TO n
3" ..LEAR--�
12 HOURS OF �CONC. PLACEMENT. OPTIONAL 3
TYP it 8 X16 Uj
2 FLAIR 1—STORY, w/(2)#5 CONT.
10$1 x20" 8P`x201P 8"x16" e--l-STORY, W/(2)#5 CONT.
-4 w. 2-STORY, w/(2)#5 CONT. �01 8"x20" 2-STORY, w/(2)#5 CONT. Ln
W/ 2—#5 CONT. SAW BEA -7 _+ < D
mft'� 5 �%� 0
r4 STEM WALL AT GARAGE CUT DETAIL RING AT INTERIOR I/�7 M ONO. FOOTING AT STEP—DOWN
SCALE: 3/4" V-0" 1\�-O 1 \�-*�_o 1 0 imij
S1.01/ j
-�01
TYPICAL WALL FRAMING
AND ANCHORAGE PER
TYPICAL WALL FRAMING CONSTRUCTION SPECS. TYPICAL MONO— 314 It
AND ANCHORAGE PER FOOTING NOTES, MATCH DOOR 4
WITH, SEE ARCH. RECESS MISC
CONSTRUCTION SPECS. SEE DETAIL 1/S1.0. ___I I SLAB ON
L =17 O� 'd
GRADE, PAVER BY F MING
-- SEE PLAN. OT ERS
SLAE ON - 175 ZI BOND BEAM w/1—#5
1>
PAVING DETAILS
GRADE, 1C) BY BUILDER
SLAB ON SEE P—AN.
1 A
GRADE, 12 x12" 1#5 CON T. x
z IDETAIL 10B 8 to MASONRY
SEE PLAN. >/ E.J.
STEM WALL w/
2� x 00 04 MATERIAL a4
R < C)
ALT. FOOTING AT. tk SLAB ON GRADE OR CONC. CN �A—#4 0 48
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
C14 SE
r -�il , N-,
ORO BUILDERS DISCRETION. GRADE, SLAB, SEE PLAN.
4 11 E PLAN. ARCHITECTURAL DRAWINGS OR
CONTACT THE E.O.R.
'04
a �ALT. FOOTING AT
\U—, 4 .00
OUILDERS DISCRETION.
L--------------4 PLAN NAME
ANASTASIA - CLASSIC
#3 0 48" 1O.C. OR 4 THICKENED EDGE x8"
4
1—#5 CONT. -a DETAIL 1 OA 4
3-#4 Ho�oktb N/DRAWN/CHECKED
ROD CHAIRS (TYP.)
24p)
CS / JB /LAP
VERTICALS 8 C.'
12 1—STORY, w/(2)#4 CONT. DATE
)I ISOLATED FOOTING (2)#5 CONT. 04.18.16
2—STORY, w/(2)#5 CONT. 8 SEE PLAN \\-REINFORCINC, I
SEE SCHEDULE. 12" THICK x 20" WID SCALE
AS NOTED
I S 0 THIC PORC LPA No.
rg TAC
MONOLITHIC EDGE FOOTING LATED ,FOQTjINqVNDER MONOLI EDGE
Iii I �,, �,� Kolo KENED SLAB H STEM WALL w/ PAVERS TOLL-16-00233
S1.01 SCAL 3/4" 1 1-0p* 1\�_o 1 SCALE: 3/4" 1 1-090 CONTROL No.
N/A
SHEET
S1901
Nit
�0<,
SHEET 5 OF7
SYMBOLS LEGEND
DESIGNATES SHEARWALL. THE HIDDEN
LINE DESIGNATES SIDE OF WALL THE
SW' 3 SHEARWALL SHEATHING TO BE APPLIED.
8d 0 j DESIGNATES 8d COMMONS 0
"IN THE
.3* O.C. EDGE & 6" D.C.
FIELD
DESIGNATES THE HEADER
SIZE, NUMBER
(2)2x8-1/2 OF PLYS & JACKAING STUDS NEEDED
FOR SUPPORT HEADER.
Lou Pontigo and
DESIGNATES SINGLE PLY HEADER AND Associates, Inc.
JACKAING STUDS NEEDED FOR
6S
SUPPORT HEADER, SEE DETAIL 2/SO.O, 420 Osceola Avenue
j Jax. Beach, Florida 32250
BEAM OR TR
USS. SEE PLAN
Ph.242-0908 Fax. 241-9557
F L:CA#8344 SO CA#3579
ANCHOR LEGEND
A307 DIAMETER FULL HEIGHT
X THREADED ROD, SEE DETAIL 12/SO.1
OKA
A307 DIAMETER FULL HEIGHT
(2)2x6 SPF#2 0 \GEII,§
X5 THREADED ROD, SEE DETAIL 12/SO.1
POST.
0 A
(2)2x6-1/1 ____jI No. 7 6
A307 DIAMETER THREADED
Ur
(2)2x6-1/1� (2)2x6-1/1 (2)2x6-1/11. �(2)M-1/1� ROD TERMINATES AT FIRST FLOOR
TOP PLATE, SEE DETAIL 12/S0.1
STATE
A307 DIAMETER THREADED
ROD TERMINATES AT FIRST FLOOR
;K� 00
D R
TOP PLATE, SEE DETAIL 12/SO.1
VERY IMPORTANT NOTE-
6x6 POST WITH A w
SIMPSON HTT5 SEE DETAIL 15/SD.1
A
FASTEN TOP OF 1 5/8 THREADED ROD
Christopher j Sabourin PE
WALL PER 5A/S0.1. EPDXIED 12 SEE 3/SO.2. FL PE#71461
FASTEN TOP OF SIMPSON DTT2Z SEE DETAIL15/S0.1
X C3
WALL PER 5A/S0.1.
0 ��ISUNS DATE�
w SIMPSON LTT20B SEE DETAIL15/S0.1
LIJ
C14 V)
X 12" LONG LIGHT GAUGE STRAP
04 UJ
e� 0 LSTA1 2 FASTEN TO TOP PLATE AND STUD
OSB WALL SHEATHING. n < WITH 5-10d COMMONS
L %_�, w I
L ATI- CONT. THROUGH-I' = I I
SHEATH NG Li I WALL STUD SCHEDULE
ERPENDICULAR WALL. F4 0
> r% < PLATE STUD SIZE N,--
LOCA71ON
0 of HEIGHT & SPACING
go
< EXTERIOR _106 2x4 SPF#2 0 16" O.C. FIELD ALTERAnON
DTT2Z. MAX
FASTEN ALL STUDS 10,-1 2x6 SPF#2 0 16" O.C. CONTRACTOR SHALL CONTACT LOU
EXTERIOR MAX 2x4 SPF#2 0 12" O.C. PONTIGO a ASSOCIATES PRIOR TO
F- .............. 0 PER DETAIL 6/SO.O. 101-1 TO MAKING ANY STRUCTURAL FIELD
EXTERIOR 2x6 SPF#2 0 16" O.C. MODIFICATIONS WHICH MAY VARY
14'-0* FROM THE INTENT OF THE ORIGINAL
V)
INTERIOR 10,-00 CONSTRUCTION DOCUMENTS.ANY
MAX 2x4 SPF#2 0 16* O.C. FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO a
00 1 TOP PLATE TO KINGS
X 2)2x8-2/ cam INTERIOR ASSOCIATES MAY RESULT IN
N 11_.� ,--�Q A - i MAX RPF49 0 12" O.C. ADDITIONAL ENGINEERING OR
w/ (2)MSTA24. VERY PORTANT NOTE: FEES.
SUM NOTM
6x6 POST WITH ABU66 w/ 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE
5/
OF STUD TO TOP PLATE: SDWC1 5600 0 48" O.C. 8 to THREADED ROD Z) MINIMUM STUD SIZE AND SPACING ARE SHOWN.
09 CONTRACTOR MAY INCREASE STUD SIZE TO MEET
2x4 SFIF#2 STUDS 0 12" O.C. N, EPDXIED 12 SEE 3/SO.2. ARCHITECTURAL REQUIREMENTS.
(3 2x6 SPF#2 q (2)20-2\/V 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN
POST. YELLOW PINE.
SOLE PLATE 0 32.
X 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES.
04 U LD
5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS
'STUD TO TOP PLATE: TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C.
e- MINIMUM. SEE 3/SO.O FOR ADDITIONAL ANCHORS AT (A
STUD TO TOP PLATE: SDWC15600 @ 48" O.C. NON-STRUCTURAL BRACKET SHEARWALLS
SEE 3/S0.1 FOR SDWC15600 0 48" O.C. AND TRELLIS BY BUILDER. COMBINED USE PANEL NOTES V)
BEAM CONN (TYP.).
Nwov N.Or H EXTERIOR WALL SHEATHING SHALL BE
(2)2x8 MINIMUM PLANK ORIENTED CONTINUOUS FROM BOTTOM PLATE TO UPPER MOST
TOP PLATE. SEE DETAIL 1/SO.1 FOR SHEATHING
HEADER OVER SLIDING GLASS 2x4 SPF#2 STUDS 0 12" O.C. SPLICE LOCATIONS FOR MULTI STORY CONDITIONS
Uj
DOOR, FASTEN TO JACKS EACH
_j X 2. SEE SHEET SO.0 FOR WALL SHEATHING
> EACH END W/ (1)A35. 4S CN SPECIFICATIONS. z
TUD TO TOP PLATE: SDWC15600 '@ 48' C. 11_�
04
0
LLJ 3. UPPER MOST TOP PLATE SUPPORTING ROOF
MEMBERS SHALL BE STRAPPED AS SHOWN IN
DETAIL 1/SO.O
C'1 4
4. INSTALL SOLE PLATE ANCHORS PER DETAIL
X X
LO CN 3/SO.O
Uj
0 GENERAL NOTES
1. SEE DETAIL 2/SO.O FOR WALL FRAMING DETAIL.
00 SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
X
N rn SIZES AND SPACING. AT GIRDERS AND BEAMS,
00
X 04 PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER
04 %__1 3::
11_1% PLIES.
04
STRAP BEAM EACH END STRAP HEADER PER 2. SEE SHEET SO.0 FOR ROOF AND FLOOR LLj
W/ 2-MSTA24 (TYP.). SHEATHING SPECIFICATIONS.
DETAI 7/S0.1.
z
3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
2)1.75x16-2.OE LVL TOGETHER PER DETAIL 6/SO.O
_31wil
(2)2 /1 wKU y 4. INSTALL SOLE PLATE ANCHORS PER DETAIL
POST: 6x6 P.T. x6TO (2)2x8-1 D/2 (2)2x6-1/11 3/SO.O
SYP#2 SEE 2/S0.1. 5. AT SHEARWALLS, PROVIDE DIAPHRAGM 0
6x6 SYP#2 POST W/ABU66. ATTACHMENT PER DETAIL 5/SO.1
6. FOR ATTACHMENT OF EXTERIOR WALLS THAT U
SEE DETAIL 2/S0.1 (TYP.). TERMINATE BETWEEN TRUSSES, SEE 5A/S0.1
7. AT PORCHES, SEE DETAIL 2/S0.1 FOR FRAMING
AND HOLD DOWNS
CS-18 STRAPPING DETAIL
2x4 BLOCKING ROOF
@ 24" 0.C. TRUSSES CS18 STRAP w/ 10"
-4- END LENGTH. FASTEN IST FLOOR
THIS END w/ 9-10d.
z - FRAMING
WALL FRAMING wo
z
3-10d
PLAN
SHEATHING NAILER COMMONS
+10 NO NAILS REQUIRED
FLOOR IN CLEAR SPAN
A.F.F. 00 TRUSSES-
00 CRIPPLE STUDS OR JOIST. DO NOT SCALE DIMENSIONS FROM
@ 16$9 O.C. lz-cn THESE DRAWINGS.IF A DIMENSION 6
z UNCLEAR REFER TO THE
WALL FRAMING Uj ARCHITECTURAL DRAWINGS OR
z
CS1 8 STRAP w/ 10"
END LENGTH. FASTEN ANASTASIA - C
HEADER SEE PLAN PLAN NAME
THIS END w/ 9-10d. LASSIC
+8 _01V 00 FIRST LEVEL WALL FRAMING PLAN SOLE PLATE ANCHOR SPACING SCHD L DESIGN/DRAWN/CHECKED
A.F.F. 3-10d TOENAILS SCALE: 1/4" ALL EXIERIOR WALL 42" O.C. CS /_'�JB /LAP
2-ROWS OF SIMPSON (2)2X8 MINIMUM PLANK UNLESS OTHER NOTED DATE
15600 SDWC SCREWS ORIENTED HEADER OVER SHi ALLS 04.18.16
@ 12" O.C. STAGGERED. SLIDING GLASS DOOR, FASTEN (SW#_/611) 24" 0.C. SCALE
TO JACKS EACH EACH END 0i [ Ck AS NOTED
W/(l)A35 WHEN NOTED ON PLAN C> LPA No.
HEADER SECTION SEE NOTE 2 TOLL-16-00233
1. IN TALL SOLE PLATE ANCHORS PER DETAIL CONTROL No.
3/ 0.0 N/A
SHEET
2. AN HOR SPACING SHALL BE AS NOTED. FOR ILJ
EXAMPLE - SOLE PLT 0 36" 36"
ON-CENTER SPACING
S161
ERF
%NNW,
+Top 0'_0_
MAX_
LCMU 1 12-_0
X
X M X
A
F�
SYMBOLS LEGEND
HTS1 6 DESIGNATES UPLIFT CONNECTION.
FRAMING PLAN NOTES:
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. WEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, PLACE CUPS
DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER.
E Lou Pontigo and
Associates, Inc.
TRUSS
420 Osceola Avenue
FASTENING DETAILS jax. Beach, Florida 32250
Ph.242-0908 Fax. 241-9557
6
HT81"6' SO.2 FL:CA#8344 SO CA#3579
CABLE END
F:--- Fxj I I I III
4 1
4 4 1 1 2/SO.2.
%A F-
V02
11W LQ 04 0) C C) C) 0 0 c1q C?) U') Go 0 0) C14 CV) qq" V1 (0 CID
CO ft. N Cn 0 M Cn C?I co
0 N C\1 04 04 Cq
N
No. 7
S T
T 0
V02 4;t -e --
:q 00
r
STU[ DIRECTLY'
2 OP PLATE TO
12 BELOW TRUSS
SDWC15600 STUD SDWC15600
SO.2
Christopher Sabou ri n P E
V02
Vo
FL PE#71461
V TRUSS TIE DOWN WITH SIMPSON SDWC
V02- REVISIONS DATE
T06 JUS24 Rafter to Top Plate shown
�>V02 Truss to Top Plate similar
Optimal 22)T
r5 T07 ' I—
SO.0 0 0 C) a C) C:) jC) C)
CL fL 13= Ll fL CL
T08 30'
U) U) U)
IU
1"er-4, z Z ZZ z 111zzzz-4 rz,"ZZ4 4z 1Z Z ArZ.-Z Z�J/Z ZZ ZI oUZ z z z AZZZ [AZZZM A 'THD26 T3 rFIELD ALTERATION
T09 HTS16 CONTRACTOR SHALL CONTACT LOU
--V r* T- STUD DIRECTLY PONTIGO a ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
T10 BELOW TRUSS X*Max MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORJGINAL
CONSTRUCTION DOCUMENTS.ANY
V05 FIELD ALTERNATIONS MADE PRIOR TO
G APPROVED BY LOU POWIGO a
SDWC15600 TOP PLATE TO ASSOCIATES MAY RESULT IN
STUD SDWC15600 ADDITIONAL ENGINEERING OR.
Tll INSPECTION FEES.
EJ07
o
u - - - - - - - -- o ape —ro ra rs may e s ope up o an
a 12:12 pitch and must be "birdsmouthm cut.
2. Reference detail 4 for installation instructions.
U SIMPSON SDWC I "4STALLATION RANGE z
r Lj
SO.2 vuz
Lq
U
T44
INN V02
PORCH CEILING SHEATHING
T44
AT BOTTOM CHORD OF
lr;�- A--I
TRUSS SEE 2/S0.1- - - - - - - - - - V021
0
V07 Uj
VU2
T45 z
0�1 V06
__j L—,
STUD NOT DIRE n
VU2
,�.2 13ELOW TRUSS SDWC15600
V02 Reference detail 2a for installation angle limit Uj
V)
V02 SDWC INSTALLATIO
I I I IN 11 --
1i A I
77777 4444 :ZZZ444 44444&6&999K544abd MA444 �tK44/ `44444444 4 6444
IJ-- U U U U I--- 144z-A-
Vol Rafter to Top Plate shown
ilar)
b 6 (Truss to Top Plate sim
Uj
so.q� OfES C)
SO.2
TRUSS",-/ ROOF RAFTER N STRAPPING NOTES
STRAP TRUSSES AND ROOF RAFTERS TO BEARING
STUD NOT DIRECT
1—SIMPSON SDWC15600 BELOW TRUSS
WITH 1-12 Dilt TOE LS
I
0 'S
tH E R E NOTED
�CREW UNLESS
Do not install SDWC in
hatched area
0
SDWC15600
1/2- MIN
Overhang_
SDWC INSTALLATION RANGE
FLOOR AND
ROOF TRUSS
Rafter or Truss
PLACEMENT
V" minimum edge
FLOOR AND iROOF TRUSS PL�kCEMENT PLAN distance for full
values (with or
i t, ost Splice may be in upper or PLAN
SCALE: 1/4" =
without a plate lower plate
splice)
k
00 NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION IS
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
JC from top plate CONTACT THE E.O.R.
splice Offset
for full values STUD NOT DIRECT
BELOW TRUSS PLAN NAME
r ANASTASIA — CLASSIC
DESIGN/DRAWN/CHECKED
CS JB LAP
DATE
04.18.16
SDWC AT TOP PLATE SPLICE
SCALE
AS NOTED
LPA No.
TOLL-16-00233
CONTROL No.
N/A
SHEET
wan
S1 *2
f7mM E I
1// Ell
1 2\
�Er�-E I� DAT
NIVO
0