307 BEACH AVE - HOME ADDITION DRAWINGS z
DESIGN CRITERIA:
Design Code: ASCE7-10; FBC 2014R Current Edition. ROOF DIAPHRAGM
Location: NOT IN WIND-BORNE DEBRIS AREA 00
FRONT: 3841/15'- 2"= 25'%' .2 plf ENGINEERING.
Wind Load =130 MPH T-4
REAR: 3841/15'- 2"= 253. 0 plf
Exposure D Wind North/South
LEFT: 1425/34'- 3"= 41.8o plf
Risk Factor = II
RIGHT: 1425/34 - 3"= 41.02 plf D BRACKETT
Enclosed Building 0
Internal Pressure Coef. =+/- 0.18 Use: 7/16" APA Rated Sheathing w/ 8d RING SHANK nails 0 0 1000. and ASSOCIATES
6" o.c. on edges & 6" o.c. on intermediate framing. CO
Basic Wind Pressure = 39.72 PSF ;ASD= (39.72)(.6)=23.83 0 CM
Roof Pitch: 6 12 < 30' CQ
ANCHOR BOLTS
All bea pirders, trusses roof reactions FRONT: 6'- 0"/3841(.2x4,2'00)x12 = 15.75" o.c. C. A. NO. 00009714
and upfift loads are proviaed by the co r=4
truss manufacturer. (UNO) REAR: 12'- 2"/3841(.2x4,E00)x12 = 31.94" o.c. 1650 MARGARET STREET, 302- 364
LEFT: 17'- 8"/1425(.2x4,2 )0)xl2 124.9" o.c. JACKSONVILLE, FLORIDA 32204
Mean Roof Height = 10.00 +12.00 /2 = 16.00 RIGHT: 15'-10"/1425(.2x4,2.00)x12 111.9" o.c.
Edge Stri Coefficient "A" PH.
,,1: 10% of 15'- 2" = 1.52 (904) 821- 7879
Smaller 0 z
or 40% of 16.00 = §.40 0 0 cz)
Therefore End Zone "X 2Z = 2( 1.52) 3.03 Use: 1/2" DIA. 9" Long ANCHOR BOLTS, on exterior walls Z <�>
WIND SIDE TO SIDE w/ 2" x 2 x 1/8" washers. For interior bearing walls P4
Front Wind Wall= 17.13 1/2" x 8" Red Heads are optional.
Z CQ
co co
((6.00)(1.26)(23.83)+(0.94)(23.83)(11.13))10.00/2 =2150 FRAIMER TO PLACE CUT NAILS OR 0.14 X 3" 1 0
SHOT PINS AT 24" O.C. AROUND PERIMETER FOR LATERAL LOADS. CQ P4 C\1
0 �A co
((6.00)(0.56)(23.83)(3.00)/2)+(0.79)(23.83)(11.13)(7.50)) =1692# AND TWO ON EACH SIDE Of PLATE BREAKS. co
=3841# JOB INFORMATION: E-; E-4 14
SWS = 6'- 0 P4 0 rX4
Shear = 3841 #/ 6'- 0" = 640.2 plf E-4
Hold Down = 640.2 x 10.00 = 6402 # uplift COMPONENTS & CL DING FOR ALL SIDES M E-4
Use USE NARROW WALL SYSTEM PLAN NO : POST RESIDENCE E-4 z
WIN ) PRESSURES 0
Use: 7/16" APA Rated Sheathing w/8d's 0 3" o.c. WINDOWS, DOORS, AND SOFFITS (psf ASD) 0
on edges and 12$1 o.c. on - intermediate framing. 130 MPH ND, EXPOSURE D, MRH <= 20 PROJECT: 307 BEACH AVENUE 1_4
AREA EDGE I ONE (5) INTERIOR ZONE (4) .C:4
Rear Wind Wall= 17-13 POS. (+ NEG. POS. (+) NEG.
0 to 20sf +24.231 -35.35 +24.23 -29.58 z
((6.00)(1.26)(23.83)+(0.94)(23.83)(11.13))10.00/2 =2150 20.1 to 50sf +22.40 -32.00 +22.40 -27.90 PQ
((6.00)(0.56)(23.83)(3.00)/2)+(0.79)(23.83)(11.13)(7.50)) =1692# 50.1 to 1 00sf +21.08 -29.58 +21.08 -26.46 V-4
=3841# 100.1 to 200sf +19.75 -26.94 +19.75 -25,25 4 ca
SWS = 12'- 2" 200.1 to 500sf 1 +17.92 -23.57 +17.92 1 ' -23.57
FOR OVERHANGS/SOFFITS z
Shear = 3841 #/ 12'- 2" = 315.6 plf 0 -1:4
0 to 20sf +24.23_ 5.35 1 +24.23 -F---29.58 �4
Hold Down = 315.6 x 10.00 = 3156 # uplift
Use HD2 Connectors. GARAGE DOOR PRESSURES
Use: 7/16" APA Rated Sheathing w/8d's 0 3" o.c. 100 to 200sf 1 +19.95 26.94 11 z
on edges and 12" o.c. on intermediate framing. GCpi= ±0.18
Left Wind Wall= 7.59
DOUBLE SHEAR WALLS:
((6.00)(1.26)(23.83)+(0.94)(23.83)(1.59))10.00/2 =1081
USE DOUBLE HOLD DOWNS
INDEX OF SHEETS :
((6.00)(0.56)(23.83)(3.00)/2)+(0.79)(23.83)(1.59)(7.50)) =344.6# HD-# FOR DBL. SHEAR WALLS.
=1425# E-4
P4
SWS = 17'- 8" COVER SHEET ------------------------------- 1
F---4
Shear = 1426 #/ 17'- 8" = 80.71 plf CALCULATION SHEET-------------------------- 1 0
Hold Down = 80.71 x 10.00 = 807.1 # uplift FOUNDATION PLAN ------------------ --------- FTG M
!Q z
Use HD1 Connectors. BEARING WALLS & SHEAR WALLS --------------- S- 1 C;8 �4
Use: 7/16" APA Rated Sheathing w/8d's 0 6" o.c. FRAMING DETAILS S- 2 E-4
" ---------- E-1 1-4
------------------
on edges and 12" o.c. on intermediate framing. CONNECTOR & UPLIFT SCHEDULE --------------- S- 3 F-4 E-4
GENERAL NOTES & PRODUCT APPROVAL---------- S-4
Right Wind Wall= 7.59
((6.00)(1.26)(23.83)-+(0.94)(23.83)(1.59))10.00/2 =1081
((6.00)(0.56)(23.83)(3.00)/2)+ (0.79)(23.83)(1.59)(7.50)) =344.6#
=1425#
ALL PLANS, DETAILS, AND NOTES ON THESE DRAWINGS ARE
SWS 15'-10"
CQ
PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR
OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPROVAL OF I N,
Shear 1425 #/ 16'-10" 90.04 plf
�0
BRACKETT AND ASSOCIATES, INC. OR CHARLES T. BRACKETT 2 2017
Hold Down 90.04 x 10.00 900.4 # uplift JUN 2 ' -Z
Use HDI Connectors.
P�l T
Use: 7/16" APA Rated Sheathing w/8d's 0 6" o.c. -------
on edges and 12" o.c. on intermediate framing.
03/29/2017
9
z
m
*01N
0
IF ACQ TREATMENT IS USED ON SILL PLATE ALLTHREAD ANCHORS ARE EMBEDED IN EPDXY CO
DENOTES A 7/16- OSB SHEAR WALL & LENGTH sws ALL NAILING INTO SILL PLATE SHALL REQUIRE THAT COATS RODS BELOW THE TOP OF SHOE P.T.
cv
HOT-DIPPED GALVANIZED NAILS MEETING ASTM PLATE TO PREVENT LOSS WHEN TREATMENTS OTHER cv
DENOTES SHEAR WALL 8d COM. NAILING 0 f/f A 153 SPECIFICATIONS IF BORATE TREATMENT THAN BORATE IS USED IN PRESSURE TREATMENT, m
f ON EDGE AND. 0 f IN FIELD IS USED GALVANIZING IS NOT REQUIRED BALLON 1_4
DENOTES WINDOW AND DOOR OPENINGS =3 FRAM WALL
DENOTES CONVENTIONAL FRAMING ----------- 61- 11 sws 61- 11 sws 61- 11 sws 61- 11 sws
----------
ALLTHREAD RODS (ATR) 307 STEEL RODS (3)2X12 3/2
x cu —j il 0
DENOTES ATR OR STUBBIE SPACING (FEET) < 6, O.C. c (u (u
m q� 'cllll
WHERE SPACING IS NOT SHOWN USE ATR 0 6' MAX. AA/SE-2 Aj/S-2
-2
AA/S X Al/S
1�1 (Lz
DENOTES ONLY SHOWN IN SPECIFIC LOCATIONS i2 ulill x
------- -som----- - N cu
x X_j co cv
CU E3 co
DENOTES 3/8-0 (ATR)ALLTHREAD LOCATION Id 00
IL Co ------ 1 0 -
W/2x2xl/8* WASHER & 6" EMBEDMENT ---- III cv C\2
0 1.4 co
DENOTES 1/2-0 (ATR)ALLTHREAD LOCATION 0 (3�2X12 3/2 W z
W/3x3xl/8" WASHER & 6" EMBEDMENT IN MONO. u CD E-;
F-4
AND 12" IN CMU
LO Ln
-———————---
DENOTES 5/8-0 (ATR)ALLTHREAD LOCATION 13 cu E-4
I i 12XO QJ. I@ 116,v IO.CJ
jill E-4
W/3x3xl/4" WASHER & 9-1/2" EMBEDMENT IN 111F--------- z
MONO. AND 15" IN CMU W cd
Q
411-- cd
DENOTES STUBBIE: 1/2"0 X 6" EPDXIED ATR x ;.4
(3)2X12 3/2
W/NUT & CUT WASHER. < to co
ty ———————— —
(1) ATR CAN SUBSTITUTE FOR (1) STUBBIE rd
DENOTES FOR A FRAME OPENING HEADER SCHEDULE — ———————
I
I
L
_j III %D 0 Z
I I
cu Ld X: III x
DENOTES (2) 2X ? W/ = HEADER W/l/2- FLITCH (2) 2X? #/# :6 .�Z4 ! cu
_SQ�C6_ 11__——1 cv
DENOTES NO. OF JACKS & KINGS EA.SIDE HEADER #/# 1 -3 11 W AA/S_2 @ Aj/S_2 C\2
LL1.4. _j E3 0
x 0 M z E.E . 4
ct,
DENOTES END ZONE FOR WIND PRESSURE U Ld
x cu>
——————ID (Xj 0 ——— 111%C3 0 z
cu
91 F- `C�y%) -9:4
1 W z
CUD < 0
AA/S A /S-2 W-4 13 a_
X
z 0
I.-, m z
ALL FRAMING LUMBER TO BE AS FOLLOWRAWN61 cy)�-
- ---------11ir-- ------ - Z
WALLSi #2 SPF JACKS E3
WALL PLATESi #2 SYP NAIL EA. PLY W/0,13lx3-1/4' u >
WALL HEADER& #2 SYP COM. OR BOX NAILS @ 6' O.C.
RAFTERS/JOISTi #2 SYP STAGGERED
�__-i�_--y-*_--
HEADER ATTACHMENT HEADERS UNO 11-81sws 11-91SN f, cn 1_80S
0-6' USE (4) 0.13lx3' NAILS NAIL EA. PLY W/0,13lx3-1/4' 5-1/4'xl4' 2.0 _91SN111
6-12' USE (6) 0.13lx3' NAILS COM. OR BOX NAILS @ 6'v O.C. MICROLLAM LVL
12-16' USE (2) A341S STAGGERED
NOTESi ALL CLIPS & STRAPS ARE
ALL EXTERIOR WALLS ARE
2X6-#2 SYP OR BETTER Z-MAX OR HOT DIPPED GALV. USE NARROW WALL METHOD 0
16' 0.C. OR STAINLESS STEEL> DETAIL NW-1/S-3
ALL HEADERS ARE #2 SYP OR ALL ALLTHREAD RODS AND BOLTS Z
BETTER. Z-MAX OR HOT DIPPED GALV. FRAMING PLAN 1-�
OR STAINLESS STEEL> ROOF FRAMING PLAN C4
E-4
ROOF FRAMING NOTES -:
1. ALL CONVENTIONAL FRAMING SHALL BE #2 OR BETTER
2. FASTER ALL RAFTERS TO PLATES W/SIMPSON H8 CLIPS (UNO)
& TO THE PLATE W/(5)-0.131"x 3" NAILS @ EA, END, SHEAR WALL DESIGN :
ALL PLANS, DETAILS, AND NaTES ON THESE DRAWINGS ARE
4. FASTEN ALL RAFTERS AT RIDGE W/2X8 COLLAR TIES. FACE NAIL
COLLAR TIE TO RAFTERS W/(7)0,13lx3' NAILS, Front: USE 7/16" OSI3 W/8d's 0 3" O.C. ON EDGES & PROPRIETARY AND CAN NOT jBE USED, TRANSFERED, OR
12" O.C. ON INTERMEDIATE AND WITHIN 12" OTHERWISE REPRODUCED WITIJOUT THE WRITTEN APPROVAL OF
5. TOENAIL ALL JACK RAFTERS TO HIP AND VALLEYS W/(5) 0,13'.x3' SINKERS.
USE HD- HD3 0 EACH END OF SWS. BRACKETT AND ASSOCIATES, NC. OR CHARLES T. BRACKETT
G. ALL RIDGE, HIP., AND VALLEYS SHALL BE ONE NORMAL SIZE LARGER Rear: USE 7/16" OSB W/8d's 0 3" O.C. ON EDGES &
THAN ADJOINING RAFTER (UNO). 12" O.C. ON INTERMEDIATE AND WITHIN 12
z
7. FASTER RAFTERS TO CEILING JOIST W/(4) 0,131 x 3' NAILS USE HD- 2 0 EACH END OF SWS. THESE STRUCTURAL SHEETS ARE XO BE WORKED WITH THE DESIGN PLANS
8. FASTER RAFTERS AND CEILING JOIST TO TOP PLATE W/(4)0,131 x 3' Left: USE 7/16" OSI3 W/8d's 0 3" O.C. ON EDGES & AND TRUSS ENGINEERING BY OTH S & PROVIDED WITH THESE DRAWINGS. SEE rA
TOENAIS, 12" O.C. ON INTERMEDIATE AND WITHIN 12" DESIGN PLANS FOR ALL DEMINSIONS. CONTRACTOR IS TO VERIFY ALL DIMENSIONS
USE HD- 2 0 EACH END OF SWS. AND NOTIFY THE ENGINEER OF ANY DISCREPANCY AS SOON AS POSSIBLE.
9. FASTEN ALL HIP & VALLEY RAFTERS W/SIMPSON MTS12 STRAPS W/(7) Right: USE 7/16" OSB W/8d's 0 3" O.C. ON EDGES & SEE .'S-2' FOR FRAMING DETAIL� AND DESIGN SPECIFICATIONS.
10d's x 1 1/2' NAILS AT EA, END OF STRAP. SEE 'S-3' FOR TRUSS TO TOP KATE UPLIFT CONNECTORS.
12" O.C. ON INTERMEDIATE AND WITHIN 12
03/29/201T
USE HD-2 OEACH END OF SWS. S-1
c;
z
z
Go
(1) RT7 OR H2.5A
OR EQUAL 8`-00 MINIMUM
pq
PRE-ENG. GABLE
TRUSSES @ 24' O.C. 0
PRE-ENG GABLE END TRUSS 3 X-BRACING OF (2X4) @ MID ROOF, FIASHING AND FIRE CODE NOTES: cr)
7/16' OSB SHEATING / N. AND 1/4 POINTS OF GABLE ENDS K 30' 1. TYPICAL ROOF GABLE OVERHANG TO BE 12m UNLESS OTHERWISE NOTED. cq
NAIL W/8d COMMON @ 4 D.C. NAIL W/3-16d NIALS @ CONNECTIONS 2. TYPICAL ROOF EAVE OVERHANG TO BE 1'4" UNLESS OTHERWISE NOTED.
\ A FOR GABLES > 30' BRACE @ 8' D.C. 3. PROVIDE AND INSTALL FLASHING AS PER NATIONAL ROOFING AND
ON INTERIOR FRAMING
SHEETMETAL ASSOCIATION STANDARDS AND/OR ACCEPTABLE INDUSTRY
STANDARDS.
4. ALL ROOF TRUSSES, GIRDERS, BEAMS, HEADERS, ETC. TO BE SIZED BY
10, TRUSS MANUFACTURER AND SIGNED AND SEALED BY A FLORIDA
2X4 BLOCKING W/ USE 2X4 DIAPRAGM FRAMING REGISTERED ENGINEER.
(2) 12d's @ EA. END @ 48' D.C. FOR FIRST 8' ENDING WHERE 5. ROOF PLANS FOR REFERENCE ONLY. DESIGN AND DETAILS TO BE
VERT. HT. FROM TOP TO BOTTOM CHORD PROVIDED BY TRUSS MANUFACTURER.
IS 2' OR LESS 6. SEE TRUSS SHOP DRAWINGS FOR REQUIRED CEILING DIAPHRAM. z
MSTA30 @ 4' O.C. 7. ALL FIRE CODE ISSUES TO BE BY OWNER/BUILDER 0 0
NAIL TOP & BTM. CHORD TO BALLOON z
STUD W/(2) 10d's MIN. @ EACH STUD pq
& TO 2X4 BLOCKING AT 6' D.C.
SECTION @ CORNER Z cm
2X4 @ 16' D.C. STUD WALL co
.1:4 0) co
W/ 2X4 TOP & BTM, PLT. 1 0
cv cv
INSURE CORNER IS NAILED F-1
0 0 IL4 co
HD1 W/10d' MIN, @ 8' D.C. co 4 p
E-� F-1
TT_ I I [A H 154 U
154 -9:4
HDI @ EA. CORNER & 610,C. MAX. C4 P4
E-1 rd
(UNLESS NOTED OTHERWISE) E--i
PLAN AT CORNER z
0
ALL PLANS, DETAILS, AND NOTES ON THESE DRAWINGS ARE co
GABLE END- BALLOON FRAMING PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR bn co
OTHERWiSE REPRODUCED WITHOUT THE WRITTEN APPROVAL OF
cd ro
BRACKETT AND ASSOCIATES, INC. OR CHARLES T. BRACKETT U) Q)
pq >
z V-4
Lo C:) q
co Cq -4-)
V-4 cv 04
lie 0
U)
0 z
0 -9:4
SEE TRUSS ENGINEERING FOR ci
MAX SPACING OF BRACING z
2X4 SPF (OR BTR) BLKNG
@ ALL PANEL EDGES SIMPSON MSTA24 7
OR �IMPSON A35
2X6 SPF BLKNG AT 1X4 SYP CONT. BRACING
ALL EXT WALLS NAIL W/(2) 10d TO EA TRUSS
RIDGE BEAM
w/ 12d @ 6' o.c. 3/81 APA SHEATHING DO NOT SPLICE. OVERLAP 2X8 COLLAR TIE Ed
NAIL w/ 8d's @ 6' o.c. JOINTS (2) TRUSS MIN. 'xl4` 2.8E rA
NAIL W/(8)0,13lx3# 5-3/4' E-1 Fq
COMON NAILS. MICROLLAM LVL
VINYL SOFFIT 1X4 NAILER w/ (2) 10d
0
EA 16' o.c. STUD m
It AT PORCHES NOT SPECIFICALLY IDENTIFIED WITH A NOTE 2X4 SPF OR BTR 2X10 RAFTER !Q
c;d z
16' MAX TO 'SHEATH PORCH CEILING", IX4 CONTINUOUS BRACING
MAY BE USED IN CONJUNCTION WITH EITHER A VINYL E-4
NET O.H. SOFFITT/CLNG MATERIAL OR EXTERIOR-GRADE GYPSUM OVER 16' F-1
CEILING BOARD ONLY IF RATED FOR THE APPLICABLE NET O.H,
_jq�_ DESIGN PRESSURES FOR THE SPECIFIC APPLICATION, THE
1X4 CONTINUOUS BRACING MAY NOT EXCEED 12'o/c
(ATTACHED TO EACH INTERSECTING TRUSS OR 2X
CEILING DIAPHRAM BLOCKING W/ (2) 10d NAILS), AND MUST BE APPLIED TO WOOD BRACING
— THE BOTTOM OF THE BOTTOM CHORD. EITHER MATERIAL
MUST BE ATTACHED TO THE 12'o/c 1X4's AS PRESCRIBED (OPTION B) W/4-0.13lx3' NAILS
(OPTION A) IN THE INSTALLATION INSTRUCTIONS ASSOCIATED WITH TYPICAL
THE SPECIFIC MATERIAL.
EITHER OPTION 'fA/Bv MAY BE USED cv
TO BRACE BOTTOM CHORD OF TRUSS 0
E4
TRUSS BRACING & OVERHANGS
ROOF FRAMING SECTION bPT 2 _jA 03/29/2017
S-2
z
�D
z
Ell-
7/16' APA RATED SHEATHING
ON FIRST 4' OF PERIMETER
INSTALLATION INSTRUCTIONS. OPTION #2 W/ 8d RING SHANK NAILS AT 4' D.C. ON EDGES
(2) I-STA12 W/10-10d's 1-1/2' AND 6" D.C. ON INTERMEDIATE FRAMING
TIE DOWN TO BE INSTALLED BY TOP PLATE TO HEADER STUDS BLOCKING EDGES co
oo-%
ON INTERIOR OF ROOF
BRACKETT SERVICES, INC.
W/ 8d RING SHANK NAILS AT 6' D.C. ON EDGES 03
AND 12' O.C. ON INTERMEDIATE FRAMING
CALL ( 904) 821- 7879 TWO DAY's o
ON PRE-ENGINEERED ROOF TRUSSES co
BEFORE FRAMING & ROOF DR)(IN
STAl 2Z 0 32" O.C. HURRICANE CLIP @ EA. TRUSS LOCATION cv
CQ
TO SCHEDULE INSTALLATION. TRUSS/BEAM TIE TO TOP PLATE SCH, cr)
USE ONE 1/2`0 OR 318`0 ZINC A307 STEEL THREADED ROD ON OPTION #2 USE (1) H2.5TZ FOR UPLIFT <-545# �_l
EACH SIDE OF ALL OPENINGS 4' OR GREATER. (2) MSTA30Z HEADER/ HEADER STUDS OPT. (1) MTW12Z FOR UPLIFT <-1000#
OPENINGS 8" OR GREATER USE 1/2"0 ZINC THREADED ROD AT EACH SIDE (UNO) OPTION #1 (ALLTHREAD ROD) OPT. (1) MTW12Z + (1) H2,5T FOR UPLIFT <-1545#
OPENINGS < 61-001
AND THEN AT 4' O.C. +/- 3' IN BETWEEN AND ALONG 0
3/8 0 ZINC 11 2X2Xl/lB' ZINC WASHER
0
INTERIOR BEARING WALLS WITH UPLIFT LOADS, WITHIN 12" FROM W/ 7' EMBEDMENT MIN. DBL. 2X4 #2-PINE TOP PLATE
>
END OF SHEAR WALLS OR CORNERS (UNLESS NOTED OTHERWISE,) K NG STUDS OPTIONALi #1 0 0
-- HEADER STUDS USE ONE 1/2`0 ZINC A36 STEEL ALL THREADED ROD p z
USE ONE 1/2"0 OR 3/8`0 ZINC A307 STEEL THREADED ROD @ 4" O,C & ----------------------- SHEAR WALLS ONLY (MIN,) UNO, 0
\ 7------- -- W/ 2 X 2 X 1/8' ZINC WASHER & NUT AT TOP PLATE
EPDXY INTO SLAB WITH 7'f MIN, EMBEDMENT INTO SLAB T NAIL 7/16' APA SHEATHING W/ 8D COMMON AT 6' D.C. ON
W/ 7' EMBEDMENT INTO SLAB AT 4' D.C. (UNO),
EDGES AND 12' O.C. AT INTERMEDIATE FRAMING (UNO),
(WITH EPCON 7 REDHEAD ACRYLIC EPDXY, OR NOCONNECMRS
"T
REQUIRED
CID Z cq
WITH ACRYLIC TIE SIMPSON EPDXY, UNO) (Typ.)
co
AND THRU THE TOP PLATE SECURE WITH 1/20 HEX NUT
W/ 2 X 2 X 1/8' ZINC WASHER FOR UPLIFT <-2000# OPTIONALi #2 0 0&4 co
AND W/ 3 X 3 X 1/4' ZINC WASHER FOR UPLIFT <-3750# OPTION #2 USE ONE 3/8'0 ZINC A36 STEEL ALL THREADED ROD co z
1/2'0 X 9' ZINC ALLTHREAD STUBBY W/ 2 X 2 X 1/8' ZINC WASHER & NUT AT TOP PLATE
ADDITIONAL STRAPPING ON THE HEADERS IS ONLY NEEDED OPTION li E-4
E-4
OPTION #2 SHEATHING TO SIT FLUSH W/ WITH ONE 1/2'0 ZINC A36 STEEL ALL THREADED STUD w 0
WHEN THE TOTAL UPLIFT EXCEED 2000#'s AS INDICATED EPDXY W/ 7' EMBEDMENT IN SLAB @ 4' O.C. (UNO), w -1:4
(2) MSTA30Z (UNDER SHOE PLT) EDGE OF SLAB 04 %
ON SHEET S-3 OF FRAMING DETAILS. OPTION 21 WITH A 1/2' TO 3/8' ZINC REDUCER COUPLING. E-4
CANTILEVER BOTTOM PLATE OVER U2
ALL THE CONCENTRATED LOADS WILL USE A COMBINATION - ir 0
HEADER TIEDOWN EDGE OF SLAB 1/2' AND EXTEND I E-4 z
OF THE ABOVE ALONG WITH ADDITIONAL STRAPS AS REQUIRED, HTD SIDING 1' BELOW BOTTOM OF PLT, r 0
THE TRUSS TO TOP PLATE CONNECTION WILL USE STANDARD TIE DOWN DETAILS WHEN
HURRICANE CLIPS AS SPECIFIED ON THE TYPICAL SECTION OPENING SPAN IS GREATER GRADE TO BE 8' MIN. FRI03M�BTT�103M
OF SIDING
THAN ROD SPACING. (UNO) .........
SEE TYP SECTION FOR TRUSS TO TOP PLATE L co rd
TYP. WAU SECTION
A
cq
cv
0
ALL PLANS, DETAILS, AND NOTES ON THESE DRAWINGS ARE
(2) 2X6 TOP PLATE (2) 2X6 TOP PLATE PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR
OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPROVAL OF
BRACKETT AND ASSOCIATES, INC. OR CHARLES T. BRACKETT 0
USE 3W MIN. APA RATED SHEATHING USE MIN. APA RATED SHEATHING eopre c;
& FASTEN SHEATHING TO HEADER 0 & FASTEN SHEATHING TO HEADER HURRICANE CLIP @ EA. TRUSS LOCATION z
IN 3' GRID PATTERN AND FASTEN IN 3' GRID PATTERN AND FASTEN TRUSS/BEAM TIE TO TOP PLATE SCH.
SHEATHING TO ALL FRAMING @ 3' SHEATHING TO ALL FRAMING @ 3' USE (1) H2.5T FOR UPLIFT <-545#
D.C. W/ 0.131-x0fi- (U.N.O.) D.C. W/ 0.131-x2W (U.N.O.) OPT. (1) MTW12 FOR UPLIFT <-1000#
HEADER MAY BE RAISED TO BOTTOM HEADER MAY BE RAISED TO BOTTOM OPT, (1) MTW12 + (1) H2,5T FOR UPLIFT <-1545# 7
FASTEN PLATE TO HEADER OF DOUBLE TOP PLATE- A MIN. [IF (3) FASTEN PLATE TO HEADER OF DOUBLE TOP PLATE- A MIN, OF C3)
W/(2)ROWS OF O.l3l'x3Y4'@ 3' D.C. 2X4 REQUIRED AT TOP OF OPENING WITH W/(2)ROWS OF 0.131'x3Y4@ 3' D.C. 2X4 REQUIRED AT TOP OF OPENING WITH
WITH RAISED HEADER. WITH RAISED HEADER. Z
USE 3W MIN. APA RATED SHEATHING SE 7 ' MIN. APA RATED SHEATHING C)
& FASTEN TO ALL FRAMING @ 3' (2) MSTA30 STRAPS lc FASTEN TO ALL FRAMING @ 3' (2) MSTA30 STRAPS
D.C. W/ 0.131'x2Y2' (IJ,N.D.) X O.C. W/ 0.131'x2Jfi' (U.N,O.)
'p,
B BOTTOM TRUSS CHORD
OT�
0 U)
FASTEN BLOCKING TOGETHER FASTEN BLOCKING TOGETHER 134
W/0) EVENLY SPACED 0.131'x3Y4' 0 - _(3)STUDS MIN. W/(3) EVENLY SPACED 0,131'x3Y4' (3)STUDS MIN, 0
NAILS so 0 NAILS 000 Fq
4*0 0 4040 Jd
p 0 el 0
(3) STUD MIN.S (3) STUD MIN.S 1
0 0
x / z
0 o' 00 DBL. 2X4 #2-PINE TOP PLATE
5/8'0 ALLTHREAD W/ ops/ 5/81,0 ALLTHREAD W/ 0) Wx6' SDS SCREWS m E-4 Z
OPP/ 2X2X3/16' WASHER FVENLY SPACED OPTIONALi #1 u
2X2X3/16' WASHER 0 W/ 7' EMBEDMENT INTO BEAM USE ONE 1/2'0 A36 STEEL ALL THREADED ROD --cll 0
W/ 7' EMBEDMENT STHB14 EMBEDDED STRAP SHEAR WALLS ONLY P4 U
OR HTT5 IF OTHERWISE NOTED 1 W/ 2 X 2 X 1/8'p WASHER & NUT AT TOP PLATE pp
P.T. 2X6 PLATE EACH SIDE P.T. 2X6 PLATE- (2) MSTA30 STRAPS W/ 7' EMBEDMENT INTO SLAB AT 6' O.C. (UNO).
CONCRETE FOUNDATION OPTIONALi #2
3/4' x 16' LVL USE ONE 3/8'0 A36 STEEL ALL THREADED ROD
W/ 2 X 2 X 1/8' WASHER & NUT AT TOP PLATE
WITH ONE 1/2'0 A36 STEEL ALL THREADED STUD cv
A 0
T EPDXY W/ 7' EMBEDMENT IN SLAB @ 6' D.C.
DETAIL-NARROW WALL METHOD NW- 1 DETALL-NARROW WALL METHOD NW- 2
SCALEi N.T.S SCALEi N.T.S (UNO). WITH A 1/20 TO 3/80 REDUCER COUPLING.
rn
rw3t——————————— -
114
0 0
INTERIOR BEARING WALL SECTION 03/29/2017—
B S- 3
0
41
EXTERIOR NOTE5 : (L) 0 0 (L) PLAN #
'a - " E
0 >
Y*4ALL5 : 2X6 #25PF 16" O.C. (U .O. N .) FRAME
� ,j = c 307-A
c
CON5TRUCTION
-E z uo
&- U 0
510INC-7 : NATURAL CEDAR 5HAKE5
<
m (U Z) U 42
L ,
0- (ch (
: 4 0 OL-
0 > 0 L- Lu
5OFFIT5 : EXP05ED RAFTER5-MATCH EX15TINC7 MAX. ADDITION HEIGHT IE[
-TT
I�T 7 ;1 C 4�
M
0
4-
FA5CIA: 1X2 DRIP Y41TH DRIP EDC-; E-MATCH Bom
I LL a-w W.
tn 11.25 F—
EX15TINC-7 0 0 X ot
-a= 0) 0
1 11 T1111 0 >,.� o z
u c 3: z =
ROOFIN6 : ARCHITECTURAL F/6 5HINC7LE5 OVER PLATE HEIGH
ch'o ICU In
4-4 -T-
q �- >
5YNTHETIC FELT u u u u u u u u u u u u u u u u u u u u u u
zle u 'Lu o tn U)
w 0 0
3, CL
FOUNDATION : FOOTER & 5TEMY*4ALL E 6E
LL 00K IA- (U WL, Z
UA uj
DECORATIVE 5TONE : 5TEP5 AND YIALK5 ONLY 9 � �c t M
4- c 6 C3
-1
u
E
7 tv --j
FRIEZE : BETNEEN EXP05ED RAFTER5-MATCH
Q) 0
'D C Im
r. .......Hjk 0 0
E �L� - ?=
. ! _�Q z
EX15TINC-7 _j
0 0
FINISH FLOOR (u (uu
-17- T -c
c
YiALK5 & DRIVE5 : CRU5HED 6RAVEL le 1 11 1 1 1 IF I H111111 z kD
kD
F--4
F-
FTT -TT
FT�
t r
FINISH GRAD= mc ON F
z 0 U U
YNINDOY45 : VINYL LON-E -j
'o '24 ro,- cc
,u c,- c - -a
v x F,
, (u > 4�
u
C,fu -Icn CE 10 z C)
0 0 01 N
P-4
U kD
REAR EA5 PROP05ED ELE\IATION -0,= i: z>-acc -"wun -a) j <> cu:)
'o
4- r- (u 0
oti'm C2
0 c
uj U
.21 Lu Z U
Z uj
0 Lu
z--0 0,
c (u > -2 -0, c:
'a 75 C -52
.0,0, c 1p) Zu 0
r C: In
j z
-60 >v- 0,
E
"o
mc cow �m zm ca
c M CD
.2 -2 -0
> a) a Lo
0
',.0 u 0
u a- N
F- w
0 (�n 'raFj-) -am -co
BUBBLED AREA DENOTES---NEW ADDITION �r- aco u
c,
0, -oA,<c m uj <
0 c
0. 'o To
j_- 0 Z
fu uj
0, u- > 0
C -j
0 M <
u 23L 1: .C2 z LL
-0 0
I U0 (ou
'"'con: u
--T---F-- 3: qu) :,o-o < < u
2 c uj <
u- M-0
= -c-- 41 L C) co Lu
D t mu, c*1 F-4
Z Zj C 13� <
u U
c �5
0
0 c: �g uo Lu
u o
z
0
'd 0 Lmn Eu! �,a
g, � e cj�
Y, < -0 CL.� -u w
IT WILL BE NECESSARY TO FIELD ' ADJUST
t MAX. ADDITION H HT o -
t
L T U ->o
0.
THINGS ONCE CONSTRUCTION BEGINS 1� �
4-J 0)
I I -T� r- _0 ; u m
-12-1 q.25 .21 M 0
0 j (On) c D
F11 u 2 (acu) i
z Z
z
-,,e ax, Pu
> Ln
IN= u I J Tu q) E
4�
mi 4-
F 0 0
7-4 -c
cn z; Qj L.
I I I I -I I I I r- >-.m u 0
T L
FF --- - --EE Hill -or. V)
C'o
44
1-7- 4r
a -u WL -
(u
7- .0 0 0
ail L L U LL=A LL
>
CONTRACT NOTE : CONTRACT AND (�u lc .,�,
T I I I i I I tn &- u 0) 0
IT I I 'FY & D,_u .0-- 0 a
w - >
'o c o (u
L4TY-FY-T I I I I I 1� L r- ru 3:
SPECIFICATIONS TAKE PRECEDENCE En �,-(D
m cu
U C r_ 4- 4j DATE:
-j 'o
FINISH GRA�E (0 .0
-uS �,, mE c u�:
E-=A OVER THESE DRAWINGS . ANY CONFLICT
z � ii: 'a"Qu.
5/12/2017
WILL DEFAULT TO SAID - DOCUMENTS .
r M
(A o a 08 SCALE:
JUN 282017 z uo wm- r,
U) 0 r-
FRONT Y4E5T PROP05E ELEVATION I ai -co
LU L U ,
11 1-011
AW R 1/4 1
�o E
.6
U! SHEET:
'o,
c)' Q>,
c
u
,fDROP05ED FRONT/ REAR ELE\/ATION5 A- 12
9
z
Go
r-
co
0 pq
0
cr) m
cv
C\2
r=4
z >
0 0
z
Z cq
cv
0 CM
cr)
P__4
STEMWALL VERTICAL BARS F-1
PIP U w Pk
(1) #5 @ 4" O.C. FOR STEM -4* UP TO 36" PIP -9:4 co
04 04
LAP 25r #5 DOWLS WHEN BARS ARE NOT CONT. 15"-1-5/8" E-4
(1)#5 CONT. -9:4 m F-1 �;4. C.)
2E zoor----------------- r--------------N------ - E-q z
'A 2f
c)() C,
x pq
r————---—————–
c I:) CONC, BLOCK TYP.
cu
T1 #4 0 48" O.C. & EA. COMfER & co ro
I m
ill (IN-95 0 EA. CONCETRETED IDAD
6 :—Ill %-/If
V-4 0 FILL CELIS SOLID AT EA. BAR CD z
111— Lo C:)
— BEND INTO SLAB 12 , AND 8- co cQ
=LU. 1LL ' 'jj BEND INTO ]FOOTING. cv
�_IONE STORY 0
2-#5 DIA, RE-BAR CONT, V) 04
r------------------ ON
I z
TYPICAL STEMWALL FOOTING A r m c) -9:4
V-4
SCALD N.T.S.
! AA
- I HAA c;
pq z
---------------- L
3-#4 OR 2-#5 BAR CONT, I
1_0
------------------Ile-------- ------------------
z
m0 0 j_1--------------
I =1 I 1= I 157
.1 z
`11 F1 I 1 —11 111 m iii
8# 14-4# 8# ONE STORY
_j
w
'AA �it x L) E-4
1 E3 Ili 0
INTERIOR BEARING FOOTING as I I C3 d
SCALD N.T.S. z z
(u 1-4
% Lo c;d
X% I- %I
CU cu
V-4 C)
3-#5 DIA. RE-BAR CONT. pq
a_X:
w
-——————---————
I IL—————— ——— ———--
----------
STEP BAR TO MATCH I
HORZ. CONT, BARS 141-7fis L
cQ
Nm
25" IAJI 25" LAP
1-m tT
3-#5 DIA, RE-BAR CONT.
pa
TYPICAL STEMWALL FOOTING STEP
SCALD N.T.S.
03/29/2017-
FTG.-
DBL. TOP PLT.
GENERAL NOTES WOOD FRAMING
Trusses 1. All wood to be Group and Grade s specified or UNO on details HEADER AS NOTED
1. Roof and floor trusses are designed by the truss manufacturer. No damaged wood to be used. Z
Connectors are typed and sized for uplift and the foundation designed by 2. Group II and III wood species, ie spf and syp, are to be used '000, Ell-
loads provided by the truss engineering. as specified according to the "NE tional Design Specifications 00
Whole Wall Shear Wall for Wood Construction" with no exceptions for use of any 2X4 BLOCKING (TYP.) JACKS & KING STUDS
t
1. Whole wall shear wall design where noted. Using whole wall shear wall other design values. Group II Species, Southern Yellow Pine W/2-16d's 0 EA. END AS NOTED
design requires hold downs only at the end of the whole wall and not at for walls over 10' to 11' plate heights. For over 11', use 2x6 at
the end of each shear wall wall segment. 1611 oc UNO, using current NDS d'esign value. Group III, SPF
Bracing for walls up to 10' plate height and under. 2X_ BLOCKING (TYP.)
1. The spacing for lateral bracing is to be designed by the truss 3. Double top plates lap shall be no less than 48" with nails 000 03
manufacturer and provided with the truss engineering and be designed spacing at 6" and staggered with 8 nails min. Z
,0/ 0
using 1x4 SYP with 2) 10d's into each truss. 4. Plywood or OSB wall, nail with 8d nails UNO. .00 CV)
5. Header and stud schedule to be used to determine the number CV
C\?
FOUNDATIONS of header studs and adjacent full length studs, UNO. co
1. Footings shall bear on firm undisturbed soil at l'-O"' minimum below 6. Studs to be doubled at each end of shear walls. (3)0.131"x3g"TOENAILS
grade, or on fill compacted to 95% modified proctor dry density (ASTM 1--4
D557) for a depth not less than 2' below the foundation or slab on ALLOWABLE LOADS Nk AT EACH END (TYPICAL) rX4
non-expansive, non-organic, and undisturbed soil. Floor Loads
2. Footings -For stem-wall construction shall be at least 10" thick and Live Load = 40 psf
16" wide with 2)#5 or 3) #4 reinforcing bars for one story. BEVEL BLOCKS
3. Reinforcing bars shall have a 900 bend at all corners with a 12" bend Balconies 40 psf AS NEEDED (TYP.) Z >�
and a 25" lap for #5 bars and 20" for #4.. Decks 40 -psf NAIL EA. PLT. 0 0
4. Optional Monolithic Slab of 4" concrete with 6x6 10/10wwm or Fiberglass Dead Load = 15 psf (carpet/wo:)d) (3)0.131"x3l4"NAILS-TOENAIL Z
reinforced concrete must be no less than 20" thick at the perimeter and (2)2x- SILL PLTS. I W
12" wide.. The slope of the compacted fill on natural soil shall be no Dead Load = 20 psf (tile) OR ENDNAIL (TYP!CAL) C11 X
greater than 45 degrees with the bottom of the footing. Fibermesh to Roof Loads (Truss)
use 2" film length at a rate of 1 lb. per cubic yard of concrete complying co Z CV
with ASTM C-1116. Live Load TC 20 psf 00 00
There shall be 2) #5 or 3) #4 reinforcing bars continuous within 3" of BC 10 psf 1 0
Dead Load TC 7 psf (shingle' CV CV
the bottom of the footing, see details, and around perimeter bend 0 S-4 co
outside reinforcing 25" at corner. TC 15 psf (tile) CO Z P
5. Design assumes 2000 psf soil bearing pressure will be provided. The BC 5 psf NOTES: F ; 1-4
contractor/owner is to notify the Engineer of Record as soon as possible r4l F-4 (D
Roof Loads (Conventional Frame) (1 ) FOR INSTALLATION OF ARCHED OPENINGS IN WOOD FRAME WALLS, PA 0 00
if 2000 is not met. INSTALL PER. MANUFACTURE'S SPECIFICATIONS. _C:4
Rafter Load 20 psf LL 19 Z
E-4
MASONRY 10 psf DL (2) IF THERE ARE ANY DISCREPANCIES BETWEEN THIS DETAIL AND THE E-1 A
1. Design and detail per ACI 530, ASCE 5 and CRSI. Reinforcing steel to Ceiling Load 20 psf LL MANUFACTURE"S SPECIFICATIONS, NOTIFY THE ENGINEER OF RECORD. Z Q
be grade 40 deformed UNO. Concrete7145 UNO. Mortar shall be 0 M Cd
10 psf DL M (D
either Type M or S according to ASTM C270. Type N may be used for aj PQ
brick veneer. MATERIALS DETAIL FOR TYPICAL ARCH TOP OPENING IL4
2. Grout shall conform to ASTM C476 with a minimum 28 day bb ed
compressive strength of 3,000 psi per ASTM C1019. Grout to have a 1. Concrete footingf'c = 2,500 psi UNO SCALE : NTS
S:ab f'c= 2,500 psi LINO P4 CO
slump between 8" and 11". 2. Structural Steel shall be ASTM A36 UNO P4 U]
3. CMU shall be ASTM C90-75, Type 1, grade N-1, hollow load bearing 3. Timber Z T-4
normal weight unit A with a minimum compressive strength of 2,000 4. Reinforcing steel Grade 60 deformed UNO LO C:) Q
co CQ
psi (fm=1500 psi). T-4 W
4. Grout all cells with rebar in T-0" maximum lifts. ROOF 0
5. Contractor shall be responsible for the design and installation of all 04
SHEATHING 000<
flashing.
0
6. Provide horizontal joint reinforcing in CMU cells at 16" o.c verically 0000� TOP CHORD 0 Z
conforming to ASTM A83 and ASTM A167 Type 304. 0 -9:4
SHMTHIN<G
(1) DIAGONAL BRACE OVER MIN,(4) TOP CH7ORD 0 1.4
TRUSSES APPLIED TO BACKSt-DE OF 0
ANCHOR BOLTS NAIL W/ (3) 10d's
WEB, CONNECT TO EACH TRUSS WEB CAT @
1. In the ALLTHREAD System 1/2" x 9" Anchors W/ 2"x2"x1/8" @ EACH TRUSS
W/(2) 0.131X3' COMMON NAILS. (TYP.) 2 C;
WASHER are used with the system to meet spacing and load H25T CLIP Z
requirements for shear and uplift at the bottom plate UNO. W/(5) 8d's
2. Threaded rods from the double top plate to the slab may be
substituted for 1"xT bottom plate anchors. VALLEY FRAMING
WOOD NTS
V
Roof Sheathing Z
U)
1. Use 7 " APA rated plywood sheathing or OSB on Group II ...........1111
1-9 EXTERIOR WALL 31-6#
species framing with 8d ring shank nails at 6"oc on edges and E-4
611 oc intermediate framing. Provide 2x4 blocking at 4' oc in 0 PREMANF. FLUE
E-4 0
the first two framing spaces from endwalls. 4
Wall Sheathing
1. For shear walls use APA rated sheathing UNO, blocking all
N
unsupported edges. See framing plan for lengths of shear Z
P-4 I 2X4STUDS W/24#
walls and the following nail pattern. Naii with 8d common nails _J LAP MIN.j SCAB W/
at 6" oc on edges and 12" oc on intermediate framing UNO. LA_ PLAN VIEW 16d"s @ 16# O.C.
E3
Wood Framing M STAGGERED
LO E-4
6-4
1. All wood to be Group and Grade as specified or UNO on details Li E-4
No damaged wood to be used. M
2. Wood species, ie SPF and SYP, are to be used as specified E3
X W
according to the "National Design Specifications for Wood < LL_ .44
Construction" with no exceptions for use of any other design L CONTINUOUS LATERAL BRACING, X
values. For walls over 10' plate heights use .21x6 at 16" oc UNO, QUANTITY AND LOCATION DEFIN % X NAIL SHEATHING @ 31, O.C.
IE D C)
using current NDS design value. #2 SPF for walls up to 10' BY TRUSS SHOP DRAWINGS. I X
<
plate height and under. Z
T_
3. Double top plates lap shall be no less than 48" with nails % %
CD 2X4 BRACING ALL FACES
PERMANENT LATERAL �. BRACING
spacing at 6" and staggered with 8 nails min.
k C3
4. Plywood or OSB wall, nail with 8d nails UNO. NTS CU RT12 (TYP) CQ
5. Header and stud schedule to be used to determine the number
i-T-i
of header studs and adjacent full length studs, UNO. ROOF LINE
6. Studs to be doubled at each end of shear walls.
ALL PLANS, DETAILS, AND NOTES ON THIS DRAWNG IS
ELEVATION VIEW
PROPRIETARY AND CAN NOT BE USEDt TRANSFERED, OR
OTHERVASE REPRODUCED WTHOUT THE APPROVAL OF
BRACKETT AND ASSOCIATES, INC. OR 0,1ARLES T. BRACKETT
CHIMNEY FRAMING
NTS 03/29/2017-
S- 4