366 th St RES19-0117 DRWGSCA—; --
CASCADE
Edging: 168 IS.
Gravel: 472 s.f.
M,& : 11757,iS.
Sod: 2 pallets
Turf, Art.: 623 s.f.
CABINETS
Counter: 14 s.f.
Outdoor Deg. ra
13RIVEWAY
Apron: 177 s.f.
COMPANY NAME: Cascade Outdoor Design LLC
Walkway: 50 s.f.
FASCIA, STUCCO
ADDRESS: 1922 Felch Avenue, Jacksonville FL 32207
Back: 138 f.f.
Front: 32 f.f.
FENCE
PHONE: 904-226-1183 1904-469-8332
Wood: 292 I.f.
LANDINGS
EMAIL: info@cascadeoutdoordesign.com
Cap: 59 IS.
OUTDOOR KITCHEN
WE S TE: w-wto..casG,LrL-4 .tdnrdesiIr gym
Symbol
Qty
Common Name
Botanical Name Container
PATIO
1
Bald Cypress
Taxodium distichum 4" C Min,
13
Bamboo 'Oldham IV
Bambusa oldhamii 15G
O8
Crinum 'Queen Emma'
Crinum augustum 7G
2
Elephant Ear
Colocasia esculenta 7G
47
Foxtail Fern
Asparagus densiflorus'myers' 1G
9
Hawaiian Ti
Cordyline terminalis 3G
28
Horsetail Rush
Equisetum hyemale 1G
6
Ligustrum'Sunshine'
Ligustrum sinense'Sunshine' 3G
2
Live Oak
Quercus virginiana 4" C Min.
13
Podocarpus 'Maki'
P. macrophyllus 'Maki' 7G
�4e,
s
3
Sylvester Palm
Phoenix sylvestris 12'CT
Edging: 168 IS.
Gravel: 472 s.f.
M,& : 11757,iS.
Sod: 2 pallets
Turf, Art.: 623 s.f.
CABINETS
Counter: 14 s.f.
Fascia: 31 f.f.
13RIVEWAY
Apron: 177 s.f.
Border: 63 I.f. Pads: 275 s.f.
Walkway: 50 s.f.
FASCIA, STUCCO
Back: 138 f.f.
Front: 32 f.f.
FENCE
Wood: 292 I.f.
LANDINGS
Cap: 59 IS.
OUTDOOR KITCHEN
Beam: 3 IS.
Counter: 22 s.f. Counter, Serve: 10 s.f.
Fascia: 45 f.f.
PATIO
Back: 872 s.f.
Front: 117 s.f.
PERGOLA
Area: 58 s.f.
POOL
Area: 337 s.f. 8asin: 48 s.f. cog: 90 If.
Coping, Basin: 23 I.f. Equip. Pad: 18 s.f. Sunshelf: 126 s.f.
Tile: 111 f.f.
RAISED PLANTER
Cap: 31 I.f.
*All dimensions are approximate. Final measurements are
to be provided by the contractor performing installation.
*All plants are subject to availability.
Indicates area to be removed
Path: 18
S-p1eau. 13
Total Lights: 31
Lot Coverage:
Total Lot: 7,500 s.f.
Impervious Area:
Existing: 2,480 s.f. / 33.1%
Proposed: 3,698 s.f. / 49.3%
Difference: 1,218 s.f. / 16.28/o
Final Design 11/20/2019
CLIENT NAME: Childers, Julie
ADDRESS: 366 5th Street
CITY/STATE/ZIP: Atlantic Beach, FL 32233
NOV 2 1 2019
N
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SCALE: 1/8" = 1'
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BLOCK 11W/ rl�,
CORNER
LOT 31
BLOCK 6
NOU5E TO 155
FULL'►' CxU SPOuTD5
W/ ,4LL L.
/ F-CTI+D TO 5.0 P,
LEGEND
e* PRE -DEV. SPOT EL.
X of
X� • POST -DEV. GRADES
SF— SILT FENCE
PRE&POST-DEV. FLOW PTH.
PERVIOUS CONC./GRAVEL
LOT 32
BLOCK 6
DRAINAGE PLAN
LOT
BLOCK 6
FlIter Fabric
LOT 28
BLOCK 6
PRE DEVELOPMENT SITE INFORMATION
LOT AREA 7,500 SQ. FT.
BUILDING AREA 1,251 SQ. FT.
WOOD SHED 104 SQ. FT.
DECK 245 SQ. FT.
DRI VEWA Y/WALKWAYS 700 SQ. FT.
TOTAL IMPERVIOUS AREA = 2,300 SQ. FT.
2, 300/7, 500 = 317,
LOT AREA—TOTAL IMP. AREA = PERVIOUS AREA
7 -,,inn— 9 inn = � ?nn Cn F -T
1 V'.✓ I L11_ VLL—lJ1 IVIL--IV I .)I IL /IV/ UI\IVI/`"1 I/U/V
LOT AREA 7,500 SQ. FT.
5UILDING AREA 2,905 SQ. FT.
DOOL & POOL DECKS 590 SQ. FT.
DRI VE WA Y/WALKWA YS* 444 SQ. FT.
!* PROPOSED PERVIOUS CONC.* 507)
AC PADS & SLAB 32 SQ. FT.
'OTAL IMPERVIOUS AREA — 3,571 SQ. FT
3, 749/7, 500 = 50%
.OT AREA—TOTAL IMP. AREA = PERVIOUS AREA
7,500-3,749 = 3,751 SQ. FT.
NOTES: 1.
BOUNDARY SURVEY AND TOPOGRAPHIC INFORMATION
WAS PROVIDED BY RAY THOMPSON SURVEYING, INC.
2.
ALL WORK WITHIN PUBLIC RIGHT OF WAY SHALL BE IN
00
ACCORDANCE LOCAL ORDINANCES.
3.
ALL STORMWATER ROOF RUN—OFF SHALL BE DIRECTED
27
TO STORMWATER RESERVIOURS AND/OR R.O.W.
4.
CONTRACTOR SHALL INSTALL GUTTERS FOR ROOF
RUNOFF COLLECTION. GUTTERS SHALL BE CONNECTED
Rune �a`ient C = 0.46
TO STORMWATER RESERVIORS.
5.
CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE
inches
AS SHOWN IN DETAIL PROVIDED.
6.
ALL GRADING SHALL BE CONSTRUCTED TO PREVENT
STORMWATER RUN—OFF FROM IMPACTING ADJACENT
7500
PROPERTIES.
7.
MAXIMUM DRIVEWAY WIDTH WITHIN CITY R.O.W. IS 20'
8.
EXIST. CONCRETE SIDEWALK MUST CONTINUE THROUGH
Loi' Area(sgft) -C" Weight ed
NEW DRIVEWAY.
Filter Fabric
._---Direction Of Flow
,Undisturbed Ground Line
Min
FABRIC ANCHOR DETAIL
Rotate
Posts
Together
Before
Installation Second
See Fence
ote
4 / — _
-First
Post
SPLICE DETAIL—PLAN VIEW
NOTES:
Fasteners -Min. Plastic
Zi Gage 1. Temporary silt fence shall be installed prior to any grading work in the
Wire Or Per
Lb Plastic Zip Ties area to be protected. Fence shall be maintained throughout the
Min. 3 Per Post.
construction period and removed in conjunction with the final grading
and site stabilization.
2. Filter fabric shall meet the requirements of material specification 592
Geotextile Table 1 or 2, Class I with equivalent opening size of at least
30 for nonwoven and 50 for woven.
3. Fence posts shall be either wood post with a minimum cross-sectional
area of 1.5" X 1.5" or a standard steel post.
4. When splices are necessary make splice at post according to splice
detail. Place the end post of the second fence inside the end post of
18" Mina Driven the first fence. Rotate both posts together at least 180 degrees to
Post Embedment create a tight seal with the fabric material. Cut the fabric near the
ELEVATION bottom of the posts to accommodate the 6 inch flap. Then drive both
posts and bury the flap. Compact backfill well.
GRADE EL.
80T. EL. (6" t - 11N.)
N.T.S.
NOTE: ALL SWALES TO BE A MIN. OF 6" DEEP.
City of Atlantic Beach'- Drainaze Calculations,
Drainage Criteria
Section 24-66 of the City cif Atlantic Beach's Zoning, Subd ision, and Land Development Regulations requires
that the difference between. pre and posidevetopment volume.of sti;)rmwater runoff ,be soreo on site. Volume
of Runoff is defined as V = CAR/1
V = Volume of, Runoff
C.= Coef#icent of Runoff
[C0-61(50% max imperviousness), C=0-4125% max im' pervisusness, C=0.2(0 imperviousness)]
A =.Area. of Lot f SQ -FT}
R = 25yr/24 r rainfall dept (9-5-inches"for Atlantic Butch)
Rational Runoff Cs9ef scent
�
Type Area (s
Weighted
Lot Are&sgftj "C'"
,..,�
00
a.C..
Impervious 2480
7500 1 0.33
Previous SFR
Pervious 5020
7500" 0-2' 0.13
�.
Rune �a`ient C = 0.46
to
Rainfall Bepth tt
9.3
inches
Predevelopement Volume (V)
2700 cubic ft
Past Development un -off V61#jme
Lot Area (,A)
7500
sqf#
Rational Rum Co fficent C
04
Type Area (sgftl
Loi' Area(sgft) -C" Weight ed
"C'
z
Impervious 37451
7500 1 0.50
%IMP.
Pervious 3751
7500 0a2 0.10
r--
Runoff CoOfficient C = 0.60
Rainfall, Depth R
93
inches
Past €tevelapement Volume (Y)
3487
cu icft
gqu.ired Storage Volum-e
Required Storage Vol ume--Poslde€velopernent p_V_ - Pred evelopernent I -V—
Postdevelapment Runoff Volume
3487
V
Predevelornent Runoff Volume
27001
Requited Storage Volume =
787
Provided ;Storage
Reserviorl
Efevation Length Width Afea Storage ft3
7 8 41 328 p
7,5 12 45 54€, 247
aeservilor
Elevation Length Width Area Storage ft3
e a
7-5 10 10 100 34
itr e
Area Ei4i? sgfk
D, pth to, ESH 3 ft
Porosity 4.3
I . 1 St,oraige S76 cubir feet
Required Treatment Volume 7817
Provided Treatment Volume 827
M
3' FLARES
(MAX.)
LINE
5' THICK CONCRETE
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MEMO
NONE
PROJECT #: 18-404
51H STREEET FLARSKTOPCRETEw/
DESIGNED: KCM
;q a a DRAWN: KCM
A° Q
ELU CONC. DRIVE
a SCALE: AS NOTED
ISSUED: 11/21/19
Exist. sIDEwAI_K 3' FLARES
(MAX.) REVISION -1:
'a REVISION -2:
a NEW CONC. DRIVE'
d d
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35
0
' lo O STATE: OF 4U
20MAX DRIVEWAY O R , P �N�,♦
(PERVIOUS CONC-w/ CsRAVEL BETWEEN)
RO.UJ. DRIVEWAY PLAN
Z� h KEVIN C. MARTIN, PE #8035
i v, I , �:.. SHEET
Iff
L DRIVEWAYS t WORK IN ROW SHALL i3E I
ACCODANCE WITH COAG R90.
N0`/ 2 1 2019
C-1
r 1ty of 1
25' 0 12.5' 25'
GRAPHIC SCALE (In Feet)
1 inch = ft25
SITE BENCHMARK
ELEVATION = 8.06-
IMPROVED)
1c 40' R/W�._---
5TH STREET
0.00
4' WALK 4s
� 282.33'(P) (B) FpUND 1Z
(A) '� ' . $ IRON PIPE
9
Z BLOCK FOUND 1/2"?:°`•`.:c�;•
CORNER IRON PIPE o '
X N`;m�•
m
m
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.
7.0' � LLL ..10.6'
22.2' ` o
COVERED a o
TILE`
to m
1 m 10.1' 102'
#�66
-� 0 AIC
M o LOT 27
LOT 31 0 W o BLOCK 6
BLOCK 6 0o 0
7.0' 22.7'
NOrfS;
A
'1
1. LEGAL DESCRIPTION PROVIDED BY CLIENT
2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSI= OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE
3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS FART OF THIS SURVEY
4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED
()PIGINATION DENGHMAPK
DUVAL COUNTY BRASS DISK
"M 688"
N.A.V.D.1988 ELEVATION =12.01
LOCATION MAP,OTTOSCALE
LE6& 0f5G1'11 TION,'
LOT 29, BLOCK 6, PLAT NO. 1 SUBDIVISION "A" ATLANTIC
BEACH, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FLOOD ZONE: X
COMMUNITY NUMBER: 120075
PANEL: 12031 CO409
SUFFIX: J
AOaTfIIAiION 1�T5GPIPT-10N,'
A/C
$1 X
CIL
CENTERLINE
I.D.
IDENTIFICATION
o
LOT 29
N.A.V.D.
NORTH AMERICAN VERTICAL DATUM
BLOCK 6
PLAT
RNV
SHED ON
ou 44
CA
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WOOD
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FOUND 1/2"
SET P2" o
IRON PIPE
IRON r{6�OD
LB #7 Ln
3 m (B)
Alpn(A
-.-..--' 0.8'N
50.00' 0.3'S
0
z
LOT 28
CD
LOT 30
BLOCK 6
LCAT 32
BLOCK 6
BLOCK 6
1. LEGAL DESCRIPTION PROVIDED BY CLIENT
2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSI= OF ABSTRACTING TITLE WAS PERFORMED BY THIS OFFICE
3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS FART OF THIS SURVEY
4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED
()PIGINATION DENGHMAPK
DUVAL COUNTY BRASS DISK
"M 688"
N.A.V.D.1988 ELEVATION =12.01
LOCATION MAP,OTTOSCALE
LE6& 0f5G1'11 TION,'
LOT 29, BLOCK 6, PLAT NO. 1 SUBDIVISION "A" ATLANTIC
BEACH, ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FLOOD ZONE: X
COMMUNITY NUMBER: 120075
PANEL: 12031 CO409
SUFFIX: J
AOaTfIIAiION 1�T5GPIPT-10N,'
A/C
AIR CONDITIONER
CIL
CENTERLINE
I.D.
IDENTIFICATION
LB
LICENSED BUSINESS
N.A.V.D.
NORTH AMERICAN VERTICAL DATUM
P
PLAT
RNV
RIGHT OF WAY
X TOPOGRAPHIC ELEVATION
i�
CORNER ANGLE DATA
(A) = 90°05'52"
(B) = 89'54'08"
Kenneth J. Osborne PSM #6415
THIS SURVEY IS NOT VALID WITHOUT
THE SIGNATURE AND THE ORIGINAL RAISED SEAL
OF A FLORIDA LICENSED SURVEYOR AND MAPPER
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Project 14
C-16868
Date
01-02-2019
scale OF
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ELEVATION = 8.06
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(IMPROVED)RIW
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40
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5T
TRES4
50.001
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282.33 (P) _ S
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SEE DETAIL B
FOR DRIVEWAY
REQ.
CP
LOT 31 C)
BLOCK 6 0
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�w
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Type Area (sqft)
w (�
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Pervious .3751
7500 0_2 0.10
<o
I- J
0=
Rainfall Depth R
3.3 inches
pPRE-DEV.
3487 cubic ft
H
Required Storage Volume=Postdeve o ernent -e.V. - '-ecleveioc•ery'ent'F.V_
Postdevelopment Runoff �,lc:.,me
Q O�
X�
PROPERTY UNE
=0
787
Nd
5" THICK CONCRETE w/
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FLARES,TYP
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NEW. CONC.. DRIVE'
# 20' MAX -*
BR.O.W. DRIVEWAY PLAN
N.T.S. -�
ALL DRIVEWAYS & WORK IN ROW SNALL BE IN
ACCODANCE WITH COAG REO.
Zz
�
Type Area (sqft)
LEGEND
w
7500 1 0.50 %imp. 50.0%
Pervious .3751
7500 0_2 0.10
<o
Runoff Coefficient C = 0.60
Rainfall Depth R
3.3 inches
pPRE-DEV.
3487 cubic ft
SPOT EL.
Required Storage Volume=Postdeve o ernent -e.V. - '-ecleveioc•ery'ent'F.V_
Postdevelopment Runoff �,lc:.,me
3487
X�
JU LU
LU
Z
Required Storage Volume =
787
POST -DEV. GRADES
z�
Z
x
Z
�
- SF- SILT FENCE
w
J
M
J
wUj
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�f
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POST -DEV. FLOW PTH.
(D
PERVIOUS PAVERS
w3
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00
LOT 27
BLOCK 6
Hft,Fdxt
PRE DEVELOPMENT SITE INFORMATION
LOT AREA 7,500 SQ. FT.
BUILDING AREA 1, 251 SQ. FT.
WOOD SHED 104 SQ. FT
DECK 245
SQ. FT.
DRIVE WA YIWALK INA YS 880 SQ. FT.
TOTAL IMPERVIOUS AREA = 2,480 SQ. FT
2, 480/7, 500 = 33%
LOT AREA -TOTAL IMP. AREA = PERVIOUS AREA
7,500-2,480 = 5,020 SQ. FT.
POST DEVELOPMENT SITE INFORMATION
LOT AREA 7,500 SQ. FT.
BUILDING AREA 2,905 SQ. FT.
POOL 264 SQ. FT
DRI VE INA Y/WALKWA YS* 420*50% = 210 SQ. FT.
POOL DECK/WALKWAYS* 740*50% = 370 SQ. FT.
(* PROPOSED PERVIOUS PAVERS*)
TOTAL IMPERVIOUS AREA = 3,721 SQ. FT.
3, 749/7, 500 = 49.9%
LOT AREA -TOTAL IMP. AREA = PERVIOUS AREA
7,500-3,749 = 3,751 SQ. FT.
NOTES: 1. BOUNDARY SURVEY AND TOPOGRAPHIC INFORMATION
WAS PROVIDED BY RAY THOMPSON SURVEYING, INC.
2. ALL WORK WITHIN PUBLIC RIGHT OF WAY SHALL BE IN
ACCORDANCE LOCAL ORDINANCES.
3. ALL STORMWATER ROOF RUN-OFF SHALL BE DIRECTED
TO STORMWATER RESERVIOURS AND/OR R.O.W.
4. CONTRACTOR SHALL INSTALL GUTTERS FOR ROOF
RUNOFF COLLECTION. GUTTERS SHALL BE CONNECTED
TO STORMWATER RESERVIORS.
5. CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE
AS SHOWN IN DETAIL PROVIDED.
6. ALL GRADING SHALL BE CONSTRUCTED TO PREVENT
STORMWATER RUN-OFF FROM IMPACTING ADJACENT
PROPERTIES.
7. MAXIMUM DRIVEWAY WIDTH WITHIN CITY R.O.W. IS 20'
8. EXIST. CONCRETE SIDEWALK MUST CONTINUE THROUGH
NEW DRIVEWAY. Rotate
Filter Fabric Posts
Together
_---Direction Of Flow Before
Cita of Atlantic Beach - Drainage Calculations
Drainalte Criteria
Sectio 24-66 of the City of Atlantic Mach's Zoning, Subdivision, and Land Development Regulations requires
that the difference between pre and postdevelopment volume of stvrmwater runoff be stored on site. Volume
of Runoff is defined as V = CAR/12
V ® Volume of Runoff
C = Cciefficent of Runoff
IC --0.6 (50% max imperviousness), 0.4{25% max imperviousness, 0.2(01 imperviousness)]
A = Area of Lot (SQ, -FT)
R = 25yrJ24hr rainfall depth (9.3 inches for Atlantic Beach)
Prederrelope ent Runoff olume
Lot Area (A) 751DO sgft
Rational Runoff CGefficerit C
'
Type Area (sgft) Lot Area(sgft) "C" Weighted
"C"
Impervious 2480 7500 1 0.33 Prevr;ous SFR
Pervious 502€ 7500 0-2 0.13
Runoff Coefficient C 0.46
Rainfall Depth R 9.3 inches
P'redevelopement Volume (V) 2700 cubic ft
Rational Runoff Coefficent C
�
Type Area (sqft)
Weighted
Lot Area(sgftl 4,L,, Weigh
Impervious 3743
7500 1 0.50 %imp. 50.0%
Pervious .3751
7500 0_2 0.10
Runoff Coefficient C = 0.60
Rainfall Depth R
3.3 inches
Predeveiopement Volume tV)
3487 cubic ft
Required Storage'Velume
Required Storage Volume=Postdeve o ernent -e.V. - '-ecleveioc•ery'ent'F.V_
Postdevelopment Runoff �,lc:.,me
3487
Predeveloment Runoff Volume
2700
Required Storage Volume =
787
Ground Line Installation Reservior 1
Undisturbed First Second
Fence Seeco
fFence Elevation Length Width
�'__ 7 72
4 �
7.5 7E
Second First Reservior 2
g° Post Post Elevation Length WidthMin 7 72
FABRIC ANCHOR DETAIL SPLICE DETAN 7.5 76
Inground Stroape
NOTES: Area 760 sgft
Fasteners -Min. Plastic
10 Gage 1. Temporary silt fence shall be installed prior to any grading work in the Depth to FSH 2.5 ft
Wire Or Per
Lb Plastic Zip Ties area to be protected. Fence shall be maintained throughout the porosity 0.3
Min. 3 Per Post. P 9
construction period and removed in conjunction with the final grading Inground Storage 570 cubic feet
and site stabilization.
2. Filter fabric shall meet the requirements of material specification 592
Geotextile Table 1 or 2, Class I with equivalent opening size of at least required Treatment Volume
30 for nonwoven and 50 for woven. Provided Treatment Volume
3. Fence posts shall be either wood post with a minimum cross-sectional
area of 1.5" X 1.5" or a standard steel post.
4. When splices are necessary make splice at post according to splice
detail. Place the end post of the second fence inside the end post of
18" Min. Driven the first fence. Rotate both posts together at least 180 degrees to
Post Embedment create a tight seal with the fabric material. Cut the fabric near the
ELEVATION bottom of the pasts to accommodate the 6 inch flap. Then drive both
posts and bury the flap. Compact backfill well.
`o �o��--_ sP. L. F.F.E. EL. 10.0'
L_SF
50-
7.5 •C�.
LO'j' 28
LOT 32 LOT 30 BLACK 6 EXIST. GRADE EL. 7.4' 5.0
BLOCK 6 SWALE
BLOCK 6 B.O.S. EL. 6.9' (6 MIN.)1.0
DRAINAGE PLAN
SCALE: 1" = 10' =NT. S.
F. F. E. EL. 10.0'
..
NOTE: ALL SWALES TO BE A MIN. OF 6" DEEP.
7.5
5.0
SWALE
1.0
Area 'Storage ft3
7'.2 C
5 380 113
Area Storage ft3
1 72 0
S 390 113
787
796
P. L.
EXIST. GRADE EL. 7.6'
B.O.S. EL. 7.1' (6" MIN.)
RECEIVED
JUL 2 3 2019
Building Department
City of Atlantic Beach, FL
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PROJECT #:
18-404
DESIGNED:
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ISSUED: 2/5/19
REVISION -1: 4/15/19
REVISION -2: 5/13/19
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KEVIN C. MiXkf ,!'PE #8035
SHEET
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GENERAL NOTE5:
1. IT 15 THE INTENT THAT TH15 WORK BE IN CONFORMANCE WITH THE FLORIDA BUILDING GORE 2011, 6TH ED. RE51DENTIAL AND AL AUTHORITIES HAVING
JURISDICTION OVER TH15 TYPE OF CONSTRUCTION AND OCCUPANCY. CONTRACTOR SHALL DO THEIR NORK IN CONFORMANCE WITH ALL APPLICABLE
CODES AND REGULATIONS.
2. THE CONTRACTOR SHALL VERIFY,ALL CONDITIONS AND DIMENSIONS AT THE J055ITE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPORT
ALL 0I5CREPANCIE5 THE DRANING5 AND EXISTING CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK.
3. THESE DOCUMENTS, AS IN5TRUMENT5 OF SERVICE, ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR REPRODUCED NITHOUT
EXPRE55ED WRITTEN CONSENT OF THE ENGINEER.
4. ALL DETAILS AND SECTIONS 5HONN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMII_AR
51TUATION EL5EWHERE IN THE WORK, EXCEPT WHERE A DIFFERENT DETAIL 15 5HONN.
5. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILDING, FIRE, AND HANDICAP CODES INTO THE DE51ON AND BASE
PROPOSAL FOR A COMPLETE TURN -KEY PROJECT.
(o. PROJECT SHALL BE TURNED OVER TO OWNER IN A GLEAN CONDITION WITH ALL TRASH AND DEBRIS REMOVED FROM SITE. ALL NINDON5 ANI) CLASS
GLEAN, ALL FLOORS GLEAN, ALL HORIZONTAL 5URFACE5 DUSTED AND GLEANED, AND ALL PLUMBING AND TOILET FIXTURES GLEAN AND IN GOOD
WORKING ORDER. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS. DO NOT ALLOW TO ACCUMULATE.
1. CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES AND TAXES. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & NORKMAN5HIP FREE FROM
DEFECTS. FOR A PERIOD OF NOT LE55 THAN ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED
WITHOUT ADDITIONAL CHARGE ION AND SHALL INCLUDE INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY
HAVE BEEN DAMAGED THEREBY.
6. DIMEN51ON5 INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE DATE OBTAINABLE, BUT ARE NOT
GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL
DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER GONDITION5 OF LIMITATIONS AT THE 51TE TO AVOID CONSTRUCTION ERRORS. IF ANY NORI:15
PERFORMED BY THE CONTRACTOR OR ANY OF H15 5UBCONTRACTOR5 PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT
EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXI5TING LIMITATIONS, 5HALL BE ASSUMED BY THE CONTRACTOR WITHOUT
REIMBURSEMENT OR COMPENSATION BY THE OWNER.
q. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE DETERMINED BY THE OWNER AND IDENTI -'IED AT
THE PRE -CONSTRUCTION MEETING.
10. CONTRACTOR PER50NNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETION OF WORK. FREE ACCE55 TO ALL PARTS 01:= THE
BUILDING IS NOT ALLOWED.
11. CONTRACTOR 15 RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, UNCRATING, SORTING, SETTING IN PLACE, AND PROTECTING
FROM DAMAGE ALL NEW EQUIPMENT FURN15HED BY THE CONTRACTOR. TH15 SHALL AL50 APPLY TO ITEMS FURN15HED BY THE OWNER TO THE
CONTRACTOR.
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE5, INCLUDING 501L APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES
APPLIED TO WOOD, OR OTHER APPROVED METH005 OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW
CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE 5HAL,L BE
155UED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUIL.DING HAS
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH THE RULES AND
LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
13. TERMITE PROTECTION TO BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION 15 COMPLETE. ANY 015TURBED 501L TREATMENT MUST
BE RETREATED.
14. TREATMENT SHALL BE PROTECTED FROM RAINFALL BY 6 MIL VAPOR BARRIER. IF RAINFALL OCCURS BEFORE BARRIER PLACEMENT, 501L MUEiT BE
RETREATED.
15. PROTECTIVE 5LEEVE5 AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL BE NON-CELLUL05E CONTAINING
MATERIALS AND RECEIVE AN APPLICATION OF TERMITIGIDE IN ANNULAR SPACE BETNEEN SLEEVE AND PIPE.
ELECTRICAL NOTES:
CON5TRUCTION PLANS
FOR
NEIN SINGLE FAMILY
LOCATED AT
366 5TH STREET
ATLANTIC BEACH, I=L 32233
1. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH 2011 FLORIDA BUILDING CODE, 6TH EDITION, RESIDENTIAL AND 2011
NATIONAL ELECTRIC CODE (NEC,).
2. ALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE NITH THE 2017 FLORIDA BUILDING
CODE, 2017.
3. ELECTRICAL CONTRACTOR SHALL PROVIDE ARG -FAULT CIRCUIT INTERRUPTERS IN LIVING, DINING, HALLWAYS, AND BEDROOMS
PER 2011 FBG R3g02.12
4. ALL OUTDOOR RECEPTACLES SHALL BE PROTECTED FROM MOISTURE PER 2011 FBG R3g05.11
5. ALL PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL COMPLY WITH THE MINIMUM REQUIREMENT5 PER FBG -ENERGY
CONSERVATION R404.
6. ELEVATORS SHALL BE IN ACCORDANCE WITH FBG 2011, 5TH ED, SECTION R321.1
MECHANICAL NOTES:
1. ALL DUCT SIZING SHALL BE IN ACCORDANCE N/ ALGA MANUAL "D". PROVIDE DUCT TESTING IN ACCORDANCE N/ A5HRAE
STANDARD 152.
2. DUCT LAYOUT AND ALL OTHER MECHANICAL COMPONENTS ARE 5HONN ON THE APPROVED DUCT LAYOUT PLAN INCLUDED IN
THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS.
3. ALL DUGT5 & AIR HANDLERS NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED TO BE "SUBSTANTIALLY" LEAK FREE.
4. DUGT5 IN GARAGE AND DUGT5 PENETRATING THE NALL5 OR CEILINC75 5EPARATIN6 THE DWELLING FROM THE GARAGE SHALL
BE INSTALLED ACCORDING TO FBC R302.5.2
5. ALL INSULATION SPECIFICATIONS ARE INCLUDED IN THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS. IF ANY
INSTALLED INSULATION MATERIALS DO NOT MATCH THE ENERGY FORMS, NEW GALCULATION5 SHALL BE PERFORMED OR THE
ORIGINAL APPROVED IN5ULATION5 SHALL BE INSTALLED.
6. ELEVATORS SHALL BE IN ACCORDANCE WITH THE FBG 2011, 5TH ED., SECTION R321.1
PLUMBING NOTES:
1. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIR5T-GLA55 WORKMANLIKE MANNER. THE
COMPLETE SYSTEM SHALL BE FULLY OPERATIVE.
2. ALL EXCAVATION & BACK FILL AS REQUIRED FOR TH15 PHASE OF CONSTRUCTION SHALL BE A PART OF TH15 CONTRACT,
3. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO A VOID INTERFERENCE WITH THE PROCE55 OF CONSTRUCTION.
4. VERIFY LOCATION, SIZE, TRAPS, INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ENGINEER
OF ANY DISCREPANCIES. ANY G05T RE5 UL TING FROM 015CREPANCIE5 NOT REPORTED AT TH15 TIME SHALL BE PAID BY THE
CONTRACTOR.
5. WATER PIPING TO BE TYPE "M" OR TYPE "L" COPPER ABOVE OR BELOW GRADE.
6. SOIL, NA5TE & VENT PIPING TO BE PVC,. #40 DVN.
1. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE 5TOP5
5. kNHERE 01551MILAR METALS ARE TO BE JOINED, APPROVED IN5ULATING UNIONS SHALL BE USED.
q. INSULATE HOT WATER LINES WITH 1" THICK SNAP ON INSULATION FIRST 8 FEET FROM NATER HEATER.
10. CONDENSATE LINES TO BE COPPER/PVC DEPENDING ON PROJECT REQUIREMENTS.
11. INSULATE WITH 1/2" THICK ARMAFLEX INSULATION.
BUILDING STRUCTURE INFORMATION:
UNCONDITIONED SPACE:
GARAGE........................................................................602
5.F.
MECHANICAL ROOM
S.F.
..................................................10
m
N
FRONTPORCH............................................................121
S.F.
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REAR COVERED PORCH (15T FLR.)......................102
5.F
REAR BALCONY(2ND FLR.)......................................237
5.F.
FRONT BALCONY(2ND FLR.)....................................215 5.F.
TOTAL UNCONDITIONED ..........................................
1,g41 5.F.
CONDITIONED SPACE:
15TFLOOR....................................................................1,421
S.F.
2NDFLOOR....................................................................2,250 5.F.
TOTAL CONDITIONED:......
S.F.
..........................................3,665
J
TOTAL SPACE:
5,61 b 5.F.
TYPE OF CONSTRUCTION ..................................................5B
OCCUPANCY: .......................................................................... R-3
FIRE SPRINKLERS: ................................................................ NO
MAX HEIGHT OF STRUCTURE............................................31,
WIND BORNE DEBRIS REGION...........................................NO
FLOODZONE ............................................. ..............................X
SHEET NO. PAGETITLF
G-1..........................................COVER SHEET
A-1..........................................ELEVATIONS
A -2 ..........................................15T FLOOR PLAN
A-3 .......................................... 2ND FLOOR PLAN & 5ECTION5
A-4..........................................ROOF PLAN
A-5..........................................ELECTRICAL PLAN
A-6..........................................FLASHING DETAILS
.................................STRUCTURAL PLANS
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5GHEDULE
NUMBER
DOOR 5GHEDULE
NUMBER
QTY
FLOOR
51ZE
DESCRIPTION COMMENTS
001
1
1
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EXT. HINGED -DOOR E21
002
1
1
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QUAD 5LIDER-GLA55 PANEL
003
1
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5GHEDULE
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QTY
FLOOR
51ZE
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GOMMENT5
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1
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5GALE: 1/4" = 1,_011
SQUARE FEET TABULATION
UNCONDITIONED 5PACE:
GARAGE........................................................................602 5.F.
MECHANICAL ROOM..................................................10 5.F.
FRONTPORCH............................................................121 5.F.
REAR COVERED PORCH (15T FLR.)......................102 5.F
REAR BALCONY(2ND FLR.)......................................2315. F.
FRONT BALCONY(2ND FLR.
) ....................................215 S.F.
TOTAL UNCONDITIONED..........................................1, 9415. F.
CONDITIONED 5PACE:
1 ST FLOOR....................................................................1,421 5. F.
2ND FLOOR....................................................................2,250 5.F.
TOTAL CONDITIONED: ................................................ 3,665 5.F.
TOTALSPACE:.......................................................................5,618 5.F.
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N.T.5. N.T.5.
�RGH ROOF
5CALE: 1/4" = 1'-0"
VENTILATION GALC ULATIONS
VENTILATION REQUIRED:
ATTIC 5PAGE = 2,450 5QFT
2450 / 300 = 8.2 5QFT
8.2 X 144 = 1,176 5QIN
1,176 X 0.5(50%) = 566 5QIN NET FREE ROOF VENT REQ'D
1,176 X 0.5(50%) = 5885QIN NET FREE SOFFIT VENT REQ'D
UPPER ROOF VENT SPECS*
4'-0" VENT PROVIDE5 144 5QIN NET FREE 5PAGE
6-0" VENT PROVIDES 216 5QIN NET FREE 5PAGE
6'-0" VENT PROVIDES 288 5QIN NET FREE 5PAGE
UPPER ROOF VENT REQ 1IRFMENTS•
(5) 4'-0" VENT @ 144 5QIN = 720
(0) 6-0" VENT @ 216 5QIN = 0
(0) 8'-0" VENT @ 288 SQIN = 0
TOTAL = 7250 50IN NET FREE AREA PROVIDED > 588 5QIN REQUIRED
SOFFIT VENTS REQUIREMENTS -
LIN. FT OF SOFFIT AVAILABLE = 220'
AIR FLO1N PER LIN. FT. = 5.89 5QIN
TOTAL = 2,003 NET FREE SOFFIT AREA PROVIDED >1,003 5QIN REQUIRED
VENTILATION REQUIREMENT5 SHALL BE IN ACCORDANCE
K 5ECTION 8806.1 OF THE 2017 RE5IDENTIAL FLORIDA BUILDING CODE.
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ELECTRICAL NOTES:
1. ELECTRICAL CONTRACTOR SHALL PROVIDE ARG -FAULT
CIRCUIT INTERRUPTERS IN ALL BRANCH CIRCUIT5 THAT
SUPPLY 120 -VOLT, 5IN6LE PHA5E, 15 & 20 AMP OUTLETS IN
LIVING ROOMS, DINING ROOM5, HALLWAY5, BEDROOMS,
DENS, 5UNROOM5, RECREATION ROOMS, CL05ET5, OR
51MILAR AREA5 PER 2011 FBG R3g02.16
2. ALL PERMANENTLY IN5TALLED LIGHTING FIXTURES SHALL
COMPLY WITH THE MINIMUM REGUIREMENT5 FOR HIGH-
EFFICACY LAMPS PER FBG -ENERGY CON5ERVATION 8404
ELECTRICAL - DATA - AUDIO LEGEND
SYMBOL
DESCRIPTION
Ceiling Fan
Ventilation Fans: Ceiling Mounted, Wall Mounted
0 S ® U
Ceiling Mounted Light Fixtures: Surface/Pendant,
Recessed, Heat Lamp, Low Voltage
®
Wall Mounted Light Fixtures: Flush Mounted,
Wall Sconce
m
m
Chandelier Light Fixture
C�
Fluorescent Light Fixture
m
240V Receptacle
^ WP^ GF10
110V Receptacles: Duplex, Weather Proof, GFCI
$ WP$ 3$ 4$
Switches: Single Pole, Weather Proof, 3 -Way, 4 -Way
DM, T
�QV
Switches: Dimmer, Timer
AV Control A$
Audio Video: Control Panel, Switch
sP sP
Speakers: Ceiling Mounted, Wall Mounted
C5� c"( , n
Wall Jacks: CATS, CAT5 + TV, TV/Cable
g
Telephone Jack
�7_
Intercom
Q
Thermostat
o Q
Door Chime, Door Bell Button
So O
Smoke Detectors: Ceiling Mounted, Wall Mounted
EP
Electrical Breaker Panel
5GALE: 1/4" = V-0"
5GALE: 1/4" = V-0"
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DATE
6/13/2019
SCALE:
A5 NOTED
SHEET:
A5
TYPICAL WALL
WOOD SIDING
WOOD FURRING
TYVEK HOMEWRAP
7/16" PLYWOOD SHEATHING
2"x4" WOOD STUDS
w/ R13 BATT INSULATION
1/2" GYPSUM BOARD
LAP AND TAPE TYVEK
AT JOINTS
TYPICAL WALL ISOMETRIC
RESIDENTIAL WOOD FRAME STRUCTURE wl WOOD SIDING (COOLING CLIMATI�5
WINDOW WIT
INTEGRAL MOUNTIN
FLANG
MINIMALLY EXPANDIP
POLYURETHANE FOAM(
APPROVED CAU
(AROUND WINDOW RS
WRAP TYVEK INT
OPENING & TAPE T
SILL (ESP. @ CORNER;
USING TYVEK FLEXWRP
LAP & TAPE TYVE
AT JOINTS (UPPER SHEET
OVER LOWER SHEET)
FASTE
CORNER
INSTA
AROUND PER
NEATHER BARRIER
ROOFING SHINGLES
MEMBRANE TYPE EAVE
PROTECTION
(48" HIGH MIN.)
ROOF SHEATHING c/w H CLIPS
2"x2" WOOD FURRINGS
1/2" PLYWOOD
WOOD ROOF RAFTERS
BATT INSULATION
CEILING JOISTS
1/2" GYPSUM BOARD
EXTEND CUT PLYWOOD TO
TYVEK! HEADER WRAPA ALLOW FOR VENTILATION
AT TOP PLATE BETWEEN WOOD FURRINGS
OVER SHEATHING
.TAPE TYVEK AT JOINTS
1/2" GYPSUM BOARD V EAVESTROUGH
(SEAL ALL JOINTS/
& PENETRATIONS) FASCIA
XAYAK T`I�SEK® TO TYPICAL 1VPALVLENTED SOFFIT
T'PTTEYM BOAPA J -TRIM
011110 FA 4VA90010 9 01F I'� f' 11111 \ •• \ ��
0
WOOD SIDING
WOOD FURRING
TYVEKa HOMEWRAP
7/16" PLYWOOD SHEATHING
2"x4" WOOD STUDS
w/ R-13 BATT INSULATION
1/2" GYPSUM BOARD
ROOF/ WALL INTERFACE DETAIL
RESIDENTIALWOUITMAME STRUCTURE
W )
TYPICAL WALL
WOOD SIDING
WOOD FURRING
TYVEK HOMEWRAP
7/16" PLYWOOD SHEATHING
2"x4" WOOD STUDS
w/ R-13 BATT INSULATION
1/2" GYPSUM BOARD
INSTALL TYVEK FLEXWRAP
OVER MOUNTING FLANGE. LAP
MINIMALLY EXPANDING TYVEK & TAPE JOINTS.
POLYURETHANE FOAM OR
APPROVED CAULK
(AROUND WINDOW RSO)
WINDOW WITH
INTEGRAL MOUNTING
FLANGE
WINDOW HEAD DETAIL
RESIDENTIAL WOOD FRAME STRUCTURE W/
0 0
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0 0 0 C
0 0
NO GAPS IN O 0
CORNERS
L = 0 0
CORRECT IN RRE 0 D"
0
- Po0
f7
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STEP 8 STEP 7 0 STEP 6 0
A. INSTALL THE SILL FLASHING, REMOVE THE 0 A. PREPARE THE SILL FLASHING BY CUTTING 0 A. FLIP THE CUT HEAD FLAP UPWARD TO
LARGEST STRIP OF RELEASE PAPER, ALIGN PIECE OF DUPONTTM FLEXWRAPTM NF THAT IS EXPOSE THE SHEATHING AND
THE FLASHING WITH THE INTERIOR EDGE OF AT LEAST 12" LONGER THAN THE SILL LENGTH. TEMPORARILY SECURE WITH DUPONTTM
SILL AND INSTALL INTO ROUGH OPENING B. USE 6" DUPONTTM FLEXWRAPTM NF FOR 2"x TYVEK @/TAPE.
ACROSS SILL AND UP JAMBS (6"MIN.). 4"
B. APPLY WORKING FROM THE MIDDLE OF FRAMING AND 9" DUPONTTM FLEXWRAPTM NF
THE FOR 2"x 6" FRAMING.
SILL TOWARDS THE SIDES. SECURE C. INSPECT INSTALLATION SURFACE TO
DUPONTTM FLEXWRAPTM NF TIGHTLY INTO ENSURE
THE CORNERS BY FIRST WORKING IN ALONG THE SURFACE IS FREE OF DIRT AND
THE SILL BEFORE ADHERING UP THE JAMBS. SUBSTANCES THAT COULD INTERFERE WITH
C. DO NOT STRETCH MATERIAL ALONG THE ADHESION AS WELLAS ANY SHARP
SILL PROTRUSIONS.
OR JAMBS.
0 0 0 0
0
0 0
SEAIANI / /
0 0
0au
STEP 16 STEP 15
0 0
A. TAPE ALL CUTS IN DUPONTTM TYVEK @WRBAND 0 A. TRIM THE DUPONTT° TYVEK @/ WRB 1"-2"
TAPE THE WINDOW OPENING.
STEP 17 ACROSS HEAD OF THE WINDOW WITH DUPONT(TM) B. WHEN TRIMMING THE DUPONTTM TYVEK @/
TYVEK(R) TAPE, 4" DUPONT- FLASHING TAPE OR WRB, DO NOT CUT OR DAMAGE THE HEAD
DUPONTTM STRAIGHTFLASH TM. - FLASHING THAT HAS BEEN INSTALLED
A. INSTALL DUPONTTM RES& DENTAL SEALANT OR BEHIND IT.
RECOMMENDED SEALANT (AND BACKER ROD AS
NECESSARY) AROUND THE WIN" )OW OPENING AT THE \
INTERIOR. IT IS ALSO ACCEPTA&LE TO USE DUPONTTM
WINDOW AND DOOR FOAM OR F-ECOMMENDED FOAM AT
THE INTERIOR CAVITY OF THE ,;LAMBS AND HEAD. IF FOAM
IS USED AT THE SILL, RECOMMENDED SEALANT SHOULD
BE USED AT THE SILL AREA BEH ND THE FOAM TO ENSURE
A PROPER WATER SEAL.
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UNDER
LAYMEN
T
11-1/2" to 12-1/2" 11-1/2" to 12-1/2"
�I1" to 1-1/2"t f
1" to 1
0 0 0
SHINGLE NAILING
NOTE: DETAILS ARE FOR SLOPES OF 3:12 OR GREATER,
FOR SLOPES BELOW 3:12, ALL ROOFING UNDERLAYMENT
SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED
BY THE SHINGLE MANUFACTURER FOR USE ON LOW
SLOPE ROOFING PROJECTS
PLACE SHINGLES 3/8"
OVER EAVE &RAKE
EDGES TO PROVIDE DRIP
EDGE
ALONG RAKES, CEMENT
SHINGLES TO UNDERLAYMENT
& EACH OTHER INA 4" WIDTH
OF ASPHALT PLASTIC ROOF
CEMENT
NON -CORRODING
MTL EAVE DRIP
TRIM 6"-7" FROM END
OF FIRST SHINGLE
TRIM TABS FROM ALL
STARTER COURSE
SHINGLES
STARTER COURSE
PLACE SHINGLES CLOSE
TOGETHER BUT DO NOT
CROWD
ALONG RAKES, CEMENT
SHINGLES TO UNDERLAYMENT
& EACH OTHER INA4" WIDT
(JF ASPHALT PLASTIC ROOF
CEMENT
NON -CORRODING PLACE SHINGLES 3/8"
MTL EAVE DRIP OVER EAVE & RAKE
EDGES TO PROVIDE DRIP
EDGE
FIRST COURSE
DUPONT- TYVEK @(
TAP
0 O
0
0
0
STEP 5
0 A. FOLD SIDE FLAPS INTO ROUGhI
OPENING AND SECURE TO INSIDE WAIL.
SECURE TO INSIDE WALL WITH TYVEK @/TAPE
OR DUPONTTM TYVEK @/ WRAP CAP
FASTENERS
VALLEY SHINGLE INSTALLATION:
INSTALL SHINGLES USING WEAVE METHOD
1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST
CENTER LINE OF VALLEY. SEE MANUF WRITTEN
INSTRUCTION FOR ADDITIONAL INSTALLATION
INFORMATION
2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE
FIBERGLASS SHINGLE
ROOFING OVER 15# FELT
OVER 7/16" OSB OVER
PRE -ENG WD TRUSSES
24" WIDE METAL VALLEY
FLASHING OVER 15# FELT
VALLEY FLASHING DETAIL
N.T.S.
OPT. PROVIDE LEAD VENT
BOOT WITH INTEGRAL FLANGE
VENT STACK, SEE PLUMBING
FOR SIZE & LOCATION
PREFORMED FLEXIBLE BOOT
FLASHING W/ INTEGRAL FLANGE.
SET IN PLASTIC ROOF CEMENT
INSTALL FLANGE OVER
SHINGLE @ BASES
INSTALL SHINGLES OVER
FLANGE @ HEAD
FIBERGLASS SHINGLE
ROOFING OVER 15# FELT
OVER 7/16" OSB OVER
PRE -ENG WD TRUSSES
FLA5HIN65 FOR kNINDON5
all
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0 0
co
0
0
0
0
0 0
STEP 4 0
A. CUT AN "I -CUT" (STANDARD I -CUT) 1 0
THE DUPONTTM TYVEK @/ WRB.
B. CUT AHEAD FLAP ATA45ANGLE TO
EXPOSE 8" OF SHEATHING TO ALLOW
FOR HEAD FLASHING INSTALLATION.
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0
0 0 0
0
0
m /
/ 0
0
0
0 0,
STEP 14
0 0
A. FLIP DOWN UPPER FLAP OF DUPONTTM 0 STEP 13
TYVEK @/ WRB SO IT LAYS FLAT ACROSS THE
HEAD FLASHING.
A. CUT PIECE OF DUPONTTM
STRAIGHTFLASHTM DUPONTTM FLASHING
TAPE FOR HEAD FLASHING,
B. HEAD FLASHING TO EXTEND BEYOND
OUTER EDGES OF JAMB FLASHING.
C. REMOVE RELEASE PAPER AND INSTALL
COMPLETELY COVERING WINDOW
MOUNTING FLANGE AND ADHERING TO THE
EXPOSED SHEATHING.
0
0
0
0
0
0
0
STEP
3 0
A. DUPONTTM TYVEK WRB TO BE
MECHANICALLY FASTENED AND INSTALLED
OVER SHEATHING.
B. DO NOT INSTALL FASTENERS WITHIN 6"
OF
THE SILLS AND JAMBS OF THE OPENINGS
AND WITHIN 9" OF THE HEAD OPENINGS,
ORREC 0
UPONTl FLA HING TAPE OVE LAPS
UPONT (LE WRAP- NF
0
INCORRECT 0 0
DUPONTTM FLASHING TAPE fLUSM
WITH
0 /
INCORRECT /
DUPONT- FLEXWRAP-NF /
REVERSE
0
O„p
�fq
0
STEP 12
0
A. CUT TWO PIECES OF DUPONTTM
FLASHING TAPE OR DUPONTTM
STRAIGHTFLASHTM FOR JAMB FLASHING
EXTENDING VABOVE WINDOW HEAD
FLANGE AND 4" TO 6" BELOW BOTTOM
EDGE OF SILL FLASHING.
B. REMOVE RELEASE PAPER AND PRESS
TIGHTLY ALONG SIDES OF WINDOW
FRAME.
ROOFINCG
FIBERGLASS SHINGLE ROOFING OVER
UNDERLAYMENT —
INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT
HEAD
GALVANIZED METAL OFF -RIDGE
VENT WITH BAFFLE. SET IN
PLASTIC ROOF CEMENT OR
SEALANT
SCREEN
INSTALL OFF -RIDGE
VENT FLANGE OVER
SHINGLES AT BASE
7/16" OSB OVER
PRE -ENG WD
TRUSSES
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS
2. APPLY ROOFING CEMENT OR SELF -ADHERING
FLASHING OVER FLANGE AT HEAD ONLY
OFF -RIDGE VENT FLASHING DETAIL
N.T.S.
STUCCO/CV FINISH
bA
ASSEMBLY
NOTES:
LAP BARRIER OVER NAILING
•i
FLANGE
W
1. INSTALL IN STRICT ACCORDANCE WITH
®^b
5"x5" METAL FLASHING
Ilf//
MANUFACTURERS WRITTEN INSTRUCTIONS
KICK -OUT
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2. APPLY ROOFING CEMENT OR SELF -ADHERING
FLASHING (SEE
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u_
VENT STACK FLASHING DETAIL
N.T.S.
1—
FLA5HIN65 FOR kNINDON5
all
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0 0
co
0
0
0
0
0 0
STEP 4 0
A. CUT AN "I -CUT" (STANDARD I -CUT) 1 0
THE DUPONTTM TYVEK @/ WRB.
B. CUT AHEAD FLAP ATA45ANGLE TO
EXPOSE 8" OF SHEATHING TO ALLOW
FOR HEAD FLASHING INSTALLATION.
0 yyyyy���
0
0 0 0
0
0
m /
/ 0
0
0
0 0,
STEP 14
0 0
A. FLIP DOWN UPPER FLAP OF DUPONTTM 0 STEP 13
TYVEK @/ WRB SO IT LAYS FLAT ACROSS THE
HEAD FLASHING.
A. CUT PIECE OF DUPONTTM
STRAIGHTFLASHTM DUPONTTM FLASHING
TAPE FOR HEAD FLASHING,
B. HEAD FLASHING TO EXTEND BEYOND
OUTER EDGES OF JAMB FLASHING.
C. REMOVE RELEASE PAPER AND INSTALL
COMPLETELY COVERING WINDOW
MOUNTING FLANGE AND ADHERING TO THE
EXPOSED SHEATHING.
0
0
0
0
0
0
0
STEP
3 0
A. DUPONTTM TYVEK WRB TO BE
MECHANICALLY FASTENED AND INSTALLED
OVER SHEATHING.
B. DO NOT INSTALL FASTENERS WITHIN 6"
OF
THE SILLS AND JAMBS OF THE OPENINGS
AND WITHIN 9" OF THE HEAD OPENINGS,
ORREC 0
UPONTl FLA HING TAPE OVE LAPS
UPONT (LE WRAP- NF
0
INCORRECT 0 0
DUPONTTM FLASHING TAPE fLUSM
WITH
0 /
INCORRECT /
DUPONT- FLEXWRAP-NF /
REVERSE
0
O„p
�fq
0
STEP 12
0
A. CUT TWO PIECES OF DUPONTTM
FLASHING TAPE OR DUPONTTM
STRAIGHTFLASHTM FOR JAMB FLASHING
EXTENDING VABOVE WINDOW HEAD
FLANGE AND 4" TO 6" BELOW BOTTOM
EDGE OF SILL FLASHING.
B. REMOVE RELEASE PAPER AND PRESS
TIGHTLY ALONG SIDES OF WINDOW
FRAME.
ROOFINCG
FIBERGLASS SHINGLE ROOFING OVER
UNDERLAYMENT —
INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT
HEAD
GALVANIZED METAL OFF -RIDGE
VENT WITH BAFFLE. SET IN
PLASTIC ROOF CEMENT OR
SEALANT
SCREEN
INSTALL OFF -RIDGE
VENT FLANGE OVER
SHINGLES AT BASE
7/16" OSB OVER
PRE -ENG WD
TRUSSES
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS
2. APPLY ROOFING CEMENT OR SELF -ADHERING
FLASHING OVER FLANGE AT HEAD ONLY
OFF -RIDGE VENT FLASHING DETAIL
N.T.S.
STUCCO/CV FINISH
bA
ASSEMBLY
i
LAP BARRIER OVER NAILING
•i
FLANGE
W
VINYL DRIP/WEEP SCREED
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5"x5" METAL FLASHING
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EXTEND KICK -OUT 2" C
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BEYOND FASCIA
o
% FELT UNDERLAYMENT
/ SHINGLE ROOFING
w
MTL DRIP EDGE
FASCIA
NOTE: INSTALL KICKOUT
FLASHING AT BOTTOM OF
ROOF & WALL INTERSECTIONS
WATER
TIGHT
WALL/KICKOUT FLASHING DETAIL
SEAL
N.T.S.
w
0 °
0
0
STEP 2
0 A. SHEATHING TO BE INSTALLED OVER BARE °
STUDS.
B. AFTER SHEATHING HAS BEEN INSTALLED,
CUT
AN OPENING IN THE SHEATHING ALONG THE
PERIMETER OF THE ROUGH OPENING FOR
WINDOW,
C. ENSURE THE SHEATHING IS CUT FLUSH WITH
OR SLIGHTLY BELOW THE SILL FRAMING TO
ALLOW FOR POSITIVE DRAINAGE,
EXTERI
OR
STEP 1
BARE STUDS PRIOR TO SHEATHING INSTALLATION.
SLOPE SILL FRAMING TO EXTERIOR. FRAMING AND
NON -WATERPROOFING COMPONENTS ARE ONLY
SHOWN SCHEMATICALLY. SEE DRAWINGS BY
OTHERS FOR DETAILED INFORMATION.
I
STEP 11
A. INSTALL WINDOW ACCORDING TO
MANUFACTURER'S INSTALLATION
INSTRUCTIONS,
INTERI
STEP 10 � \
A. APPLY (CONTINUMSLY) DUPONTT`
RESIDENTIAL SEALANT OR RECOMMENDED
SEALANT ON THE HEAD AND JAMBS OF
ROUGH OPENING (ON TOP OF WRB).
B. IF SEALANT IS APPLIED TO THE SILL,
ENSURE THAT THERE ARE AT LEAST TWO
(2) 2" INCH GAPS IN THE SEALANT BEAD FOR
EVERY 4' OF WINDOW TO ALLOW FOR
DRAINAGE.
WALL SHEATHING
SYN WD SIDING OVER
APPROVED WEATHER
BARRIER
LAP WEATHER BARRIER OVER
METAL FLASHING AND SECURE
WITH STARTER STRIP
EXTEND 15# ROOFING FELT
_ UP WALL 7" MIN.
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I ? ROOFING FELT (NAIL TO ROOF
in N DECK NOT WALL. SHEATHING)
CAP SHINGLE - DO NOT NAIL
INSTALL WITH ROOF CEMENT
SHINGLE ROOFING
ROOF CEMENT
WALL FLASHING DETAIL - LAP SIDING
N.T.S.
z
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LID N
ROOF CEMENT -
WALL SHEATHING
STUCCO/CV FINISH
ASSEMBLY W/ 15# FELT
OVER APPROVED WEATHER
BARRIER
LAP FELT AND WEATHER
BARRIER OVER VINYL
STUCCO STOP/WEEP
EXTEND 15# ROOFING FELT
UP WALL 7" MIN.
5x5 METAL FLASHING OVER
ROOFING FELT (NAIL TO
ROOF DECK NOT WALL
SHEATHING)
CAP SHINGLE - DO NOT NAIL
INSTALL WITH ROOF
CEMENT
SHINGLE ROOFING
WALL FLASHING DETAIL STUCCO
N.T.S.
FLA5HINCG5 FOR DOORS
OSB OR SIMILAR
Z
SECONDARY
WEATHER BARRIER
FIBER CEMENT
BOARD OR
SIMILAR
CLOSING BEAD
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CLOSED CELL BACKER ROD, IF
GAP GREATER THAN 1/4"
DRIP EDGE
FLASHING
DOOR HEAD
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OSB OR SIMILAR
IAA SHEATHING
SECONDARY
WEATHER
BARRIER
CLOSING BEAD FIBER CEMENT
APPROVED SEALANT.USE BOARD OR
CLOSED CELL BACKER ROD, SIMILAR
IF DOORJAMB
GAP GREATER THAN 1/4"
GRI
EXTERIO
— FRAMED WALL BEYOND
DOOR FRAME PER SCHEDULE
INTERIOR
FLOOR SLAB ASSEMBLY PER
PLAN AND SECTIONS
ALUMINIUM THRESHOLD SET IN
CONTINUOUS BED OF BUTYL
SEALANT
CONCRETE SLAB. SEE PLANS
EXPANSION JOINT
DOOR THR SHOD MATERIAL
0
0
0
0
0 �
STEP 9 0
A. REMOVE NARROW PIECE OF THE 0
RELEASE
PAPER.
B. FAN DUPONTTM FLEXWRAPTM NF AT
BOTTOM
CORNERS AND ADHERE ONTO EXTERIOR
FACE OF WALL. COVERAGE SHOULD BE 2
TO 3" INCHES ONTO THE FACE OF THE WALL
C. PRESS SILL FLASHING W/ FIRM HAND
.PRESSURE OR J -ROLLER TO ENSURE FULL
ADHESION ON ALL SURFACES.
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DATE:
6/13/2019
SCALE:
R5 NOTED
SHEET:
Ab
U
LIVE LOAD
DEAD LOAD
w
ROOF:
20 PSF
10 PSF
L/240 - L/180
CEILING:
O
5 PSF
L/240 - L/180
U
40 PSF
15 PSF
L/360 - L/240
GENERAL STRUCTURAL NOTES
PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS -1 FOR
`-`
L/360 - L/240
CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP -108 PERFORMANCE STANDARDS. UNLESS OTHERWISE
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THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING
NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN
>
WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE
ON THE DRAWINGS.
Z
ENGINEER PRIOR TO COMMENCING WORK,
40.6
-53.2
20.1 to 50
PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT
O
DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONS
PANEL EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.
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ELSEWHERE, EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF DETAILS, SECTIONS, PLANS, AND
38.1
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NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR.
ALL SUB -FLOORING, ROOF, AND SHEARWALL SHEATHING SHALL BE 114STALLED WITH FACE GRAIN PERPENDICULAR
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17.4
TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. STAGGER ENDS OF ADJACENT PANELS 4'-0".
17.4
DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE
17.4
1-
DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA
ROOF SHEATHING SHALL BE BLOCKED, TONGUE -AND -GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS.
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INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR
ATTACH PLYWOOD PANELS TO SUPPORTING MEMBERS WITH 1 Od NAILS SPACED 4" ON CENTER ALONG THE PANEL
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OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS, IF ANY WORK IS
EDGES AND AT 6" ON CENTER ALONG INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE.
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PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF
-
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APPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO
SUB -FLOORING SHEATHING SHALL BE UNBLOCKED, EXCEPT AS INDICATED ON DRAWINGS. ATTACH PLYWOOD
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EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION
PANELS TO SUPPORTING MEMBERS WITH 8d NAILS SPACED 4" ON CENTER ALONG THE PANEL EDGES AND AT 8" ON
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BY THE OWNER.
CENTER ALONG INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE.
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TONGUE AND GROOVE
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CENTER ALL FOOTINGS AND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE.
PREFABRICATED WOOD TRUSSES:
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STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL,
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT
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MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES,
DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE
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DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.
CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. CONTRACTOR SHALL NOT BE
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RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE
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CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDING FOUNDATIONS. THE
ENGINEER'S REVIEW.
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STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN FOUNDATIONS AND BURIED
■■■■
vi
UTILITIES.
DESIGN AND MANUFACTURE IN ACCORDANCE WITH TPI "DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED
WOOD TRUSSES", LATEST EDITION.
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CODE REQUIREMENTS:
ROOF TRUSS LOADING: SEE TRUSS MANUFACTURES SIGNED AND SEAL TRUSS SHOP DRAWINGS FOR APPLICABLE
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THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2017 EDITION OF THE FLORIDA BUILDING
TRUSS DESIGN LOADS. TRUSS LOADINGS SHALL BE BASED ON THE PROJECTS DESIGN LOADS AND THE MINIMUM
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CODE 6TH EDITION, OTHER CODES IMPLEMENTED FOR DESIGN INCLUDE:
LOAD REQUIREMENTS SET FORTH BY ASCE 7-10 AND THE FLORIDA BUILDING CODE, 2017 RESIDENTIAL.
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ASCE7-10, ACI 315/318/530, NDS 2015, APA, A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDA
BUILDING CODE AND OTHER RELATED CODES FOR ALL PHASES OF CONSTRUCTION.
ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY TRUSS MANUFACTURER AND MADE USING TRUSS
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HANGERS. TRUSS DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. TRUSS DESIGNER TO DETERMINE AND
TEMPORARY CONDITIONS:
ESTABLISH EXACT HEIGHT, LENGTH, LOCATION, SPACING, AND WEB MEMBER FOR EACH TRUSS, COORDINATE
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WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL ITEMS INCLUDING AIR HANDLER LOCATIONS,
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THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS
MECHANICAL ROOMS AND DUCT SPACE AND ROUTING.
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CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS
REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED
BUILDER SHALL COORDINATE WITH TRUSS DESIGNER FOR PERMANENT TRUSS BRACING. IF NO BRACING
J
FOR STABILITY UNDER FINAL CONFIGURATION ONLY.
INFORMATION IS PROVIDED, BOTTOM CHORD LATERAL BRACING SHALL BE CONTINUOUS FROM ONE END OF THE
BUILDING TO THE OTHER AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. LATERAL
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BRACING SHALL BE NAILED TO EACH TRUSS WITH A MIN. OF (2) 16d NAILS INCLUDING INTERMEDIATE TRUSSES.
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FOUNDATIONS:
SEE TRUSS SHOP DRAWINGS FOR OTHER DETAILS AND SPECIFICATIONS FOR BRACING.
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FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ON COMPACTED FILL.
REINFORCING STEEL:
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NO GEOTECHNICAL REPORTS AND/OR IN-SITU SOIL DATA WAS GIVEN TO THE STRUCTURAL ENGINEER PRIOR TO
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DESIGN. THE BEARING CAPACITY USED FOR DESIGN IS BASED ON ALLOWABLE LOADS FROM THE FLORIDA
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185 FOR
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BUILDING CODE, 2017 FOR SANDY SOILS WITH NO CLAY, ORGANIC MATERIAL, OR OTHER DELETERIOUS MATERIALS
SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL
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THAT WOULD AFFECT DESIGN BEARING PRESSURE AND THE PERFORMANCE OF THE FOUNDATIONS.
CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON
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BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE
WIRE.
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INVESTIGATION,AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY,
WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR
ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP 66. PROVIDE CHAIRS,
SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOTDIP GALVANIZED LEGS OR PLASTIC LEGS.
:2
THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW
ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK
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BEFORE FOUNDATION CONSTRUCTION BEGINS.
CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS. "WET -STICKING" OF REINFORCING IS PROHIBITED.
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CONCRETE:
REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE):
FOOTINGS 3" BOTTOM AND SIDES, 2" TOP
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REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODE
SLABS 3/4"
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REQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD
COLUMNS 1-1/2" TO TIES, 2" TOP
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28 -DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:
BEAMS 1-1/2" TO STIRRUPS
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WALLS 1-1/2"
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ABS WIC MIN CEME<NTSLUMP USE
2,500 PSI 0.58 470 LBS 5" +/- 1 ALL SLABS, MONOLITHIC FOOTINGS, SPREAD FTG
LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI
3
3,000 PSI 0.58 470 LBS 5" +/- 1 TIEBEAMS, COLUMNS, WALLS, ELEVATED SLABS
318, LATEST EDITION, FOR CLASS "B" TENSION LAP SPLICES. DO NOT SPLICE CONTINUOUS TOP BARS IN BEAMS AT
ENDS OF CLEAR SPANS. DO NOT SPLICE CONTINUOUS BOTTOM BARS IN BEAMS IN CLEAR SPANS BETWEEN
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CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE F OR TYPE C, MAY
SUPPORTS. SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE LOCATIONS AND METHODS SUBJECT TO APPROVAL
BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS
OF STRUCTURAL ENGINEER.
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SUBSTANTIATED BY TEST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF
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3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33.
AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARS ALL FOUR SIDES AND DIAGONALLY; EXTEND
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THESE BARS A LAP DISTANCE OR A MINIMUM OF 24" PAST THE OPENING OR HOOK BARS IF DISCONTINUOUS.
7
A WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH THE
3
MANUFACTURER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. A HIGH -RANGE
DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL REINFORCING
WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE
UNLESS OTHERWISE SHOWN.
MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8".
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SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS
MASONRY WALLS:
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SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAY
MASONRY UNITS SHALL MEET ASTM C90, TYPE 2, ASSEMBLIES SHALT_ HAVE A MINIMUM COMPRESSIVE STRENGTH
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BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. CONDUITS EMBEDDED IN
OF fm= 1500. MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C270. GROUT SHALL BE 2000 PSI MINIMUM
SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND
COMPRESSIVE STRENGTH AT 28 DAYS IN ACCORDANCE WITH ASTM C476. GROUT SHALL CONSIST OF A MIXTURE
Q
SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER.
OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE
MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. GROUT SHALL HAVE A MAX. COURSE AGGR.
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PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATED
SIZE OF 8' & SHALL BE PLACE WITH A SLUMP OF 8 TO 11 INCHES, ALL CELLS CONTAINING VERTICAL BARS, BOND
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OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS.
BEAMS, AND ALL CELLS BELOW GRADE SHALL BE FILLED WITH GROUT. MAXIMUM HEIGHT OF GROUT POUR
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ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS.
ALLOWED IS 5'-0" UNLESS CLEAN-OUT OPENING IS PROVIDED AT BOTTOM OF CELLS TO BE FILLED. LOCATE
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CLEAN-OUT OPENINGS IN AREAS NOT EXPOSED TO VIEW. CLEAN OUT OPENINGS SHALL HAVE A MIN, OPENING
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WEATHER RESISTANCE:
DIMENSION OF 3 INCHES.
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°-BASED
ALL CONCRETE INCLUDING BALCONY CONCRETE EXPOSED TO CHLORIDES SHALL CONTAIN A CALCIUM -NITRITE
UNLESS NOTED OTHERWISE EIGHT INCH MASONRY WALLS SHALL BE PARTIALLY REINFORCED MASONRY WALL
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CORROSION -INHIBITING ADMIXTURE. THE DOSAGE FOR CONCRETE EXPOSED TO AIRBORNE CHLORIDES
SHALL BE MINIMUM TWO GALLONS PER CUBIC YARD. THE WATER CONTAINED IN THE CORROSION -INHIBITING
CONSTRUCTION WITH #5 AT 48 INCH O.C. IN GROUT FILLED CELLS. ADD (1) #5 REINFORCING BAR EACH SIDE OF
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OPENINGS EXCEEDING 3 FEET.
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SHALL BE USED IN THE CALCULATION OF THE WATER-TO-CEMENTITIOUS RATIO OF THE CONCRETE.
PROVIDE RHEOCRETE CNI BY MASTER BUILDERS OR APPROVED EQUIVALENT.
NT.
PROVIDE REINFORCING BARS AT CORNERS, INTERSECTIONS, AND EACH SIDE OF OPENINGS. PROVIDE (2)
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CONCRETE BALCONIES OR OTHER CONCRETE FLAT SURFACES EXPOSED TO THE WEATHER THROUGHOUT THE
REINFORCING BARS EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND AS SHOWN ON THE PLANS. PROVIDE
HOOKED DOWELS INTO FOOTINGS AND STRUCTURE ABOVE AND/OR BELOW TO PROVIDE
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LIFE OF THE BUILDING, SHALL BE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALER OF THE
CONTINUITY. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WAL OR
C) 0
ALKYL _ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN PENETRATING SEALER 20, HYDROZO ENVIROSEAL
ENGINEER -APPROVED EQUAL) AT 16" O.C.
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20, OR OTHER APPROVED WEATHER RESISTANT SYSTEM. APPLICATION AND SURFACE PREPARATION SHALL BE IN
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ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
DO NOT PLACE CONDUITS, PIPES, ETC., IN CELLS WITH VERTICAL REINFORCING. DO NOT RUN CONDUITS, PIPES,
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SHORING AND RESHORING:
ETC., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL. WHERE MASONRY WALLS ABUT CONCRETE
COLUMNS TO BE PLACED PRIOR TO
ERECTION OF MASONRY WALLS, PROVIDE DOVETAIL SLOTS BETWEEN COLUMN
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SHORING AND RESHORING SHALL CONFORM TO ACI 347R-88. SHORING AND SUPPORTING FORMWORK SHALL NOT
AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAIL ANCHORS. OTHERWISE, EXTEND CMU
HORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN.
C)
BE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN
STRENGTH, AS DETERMINED BY FIELD CURE CYLINDERS. IN ADDITION, SHORING SHALL NOT BE REMOVED
CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON
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SOONER THAN RECOMMENDED BY ACI 347R-88, SECTION 3.7.2.3. FORMWORK SHALL NOT BE REMOVED IN LESS
THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL
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THAN TEN (10 ) DAYS.
JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS:
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PRECAST CONCRETE LINTELS:
USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS. SHEET METAL, FELT, BUILDING PAPER, OR LIKE MATERIALS
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UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE "U" TYPE PRECAST CONCRETE UNITS EQUAL TO UNITS
ARE PROHIBITED.
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MANUFACTURED BY CAST CRETE CORP. AND PRESTRESSED (AND ADDITIONALLY REINFORCED AS REQUIRED) IN
CHEMICAL ADHESIVE ANCHORING IN HOLLOW CELL APPLICATIONS
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ACCORDANCE WITH CASTCRETE CORP. 'DESIGN MANUAL", LATEST EDITION, FOR THE SPAN AND LOADING
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CONDITION RELATIVE TO LINTEL LOCATION. LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8 -1B FOR
ADHESIVE ANCHORS (EPDXY STYLE) SHALL BE USED IN HOLLOW CMIJ APPLICATIONS FOR STRUCTURAL
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OPENINGS LESS THAN 10 FEET AND 8F16-1 B/1T FOR OPENINGS 10 FEET TO 20 FEET. PROVIDE 8" MINIMUM BEARING
ANCHORING. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBO AC58. ICBO AND/OR SBCCI CODE COMPLIANCE
FOR LINTELS UNLESS NOTED OTHERWISE.
IS REQUIRED IN APPROPRIATE AREAS. METRO-DADE COMPLIANCE AND/OR FLORIDA BUILDING CODE COMPLIANCE
CL �
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WOOD:
ARE REQUIRED IN FLORIDA. ANCHORING SYSTEM SHALL INCLUDE THE ADHESIVE, MESH SCREEN (OR UMBRELLA),
ANCHOR (OR INSERT) AND WASHER/NUT FOR
PROPER ANCHORING. ACCEPTED PRODUCTS ARE ITW RED HEAD
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SAWN LUMBER SHALL BE SOUTHERN PINE #2 WITH THE ALLOWABLE FIBER STRESSES PER THE AWC NATIONAL
ACRYLIC 7, GRANITE 5 OR ENGINEER APPROVED SUBSTITUTION.
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DESIGN SPECIFICATION. ALL MANUFACTURED LUMBER SHALL BE 2.0E GLUED LAMINATED GEORGIA PACIFIC (OR
ADHESIVE SHALL BE MOISTURE INSENSITIVE (ALLOWING INSTALLATIONS IN DAMP OR WATER -FILLED HOLES )
EQUIV.) AND INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIONS. ALL HEADERS/BEAMS SHOULD
ADHESIVE SHALL HAVE A FULL -CURE LOAD OF 2 HOURS OR LESS AT 70°F OR SAFETY ISSUES.
BEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTED OTHERWISE ON PLANS. CONTACT ENGINEER
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OF RECORD IF HEADER/BEAMS SIZE IS NOT SPECIFIED.
MESH SCREENS SHALL BE FORMED INTO A CYLINDRICAL SHAPE WITH ONE END CLOSED. ALTERNATELY,
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FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY OR USP
UMBRELLA SUPPLIED BY ITW RED HEAD MAY BE USED INAPPROPRIATE APPLICATIONS. THREADED STUDS SHALL
CONFORM TO ASTM A36 (STANDARD CARBON STEEL) UNLESS NOTED OTHERWISE. PERMANENTLY EXPOSED
ZQ Q
(OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE
STUDS SHALL BE STAINLESS STEEL. NUTS AND WASHERS SHALL CONFORM TO THE SAME SPECIFICATION AS THE
SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL CONNECTORS SHALL BE GALVANIZED. UNLESS SHOWN
SUPPLIED STUD.
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OTHERWISE, INSTALL MAXIMUM SIZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOG
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ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE
INSTALLATION SHALL BE IN CONFORMANCE WITH MANUFACTURER'S PRINTED LITERATURE. INSTALLATION SHALL
AS INSTRUCTED.
ALSO INCLUE BAND CLEANING OFDACTURER'S
HOLES WITH COMPRESSEDIDMENT
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DRAWINGS. MINIMUM NAILING REQ. NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE FBC. INSTALL
10d NAILS UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DETAILS. BOLTS AND
INSTALLERS D HALL BEITRAINED BY THE MAN REPRESENTATIVE. EM ERILLED
SHALL BE AS
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LAG SCREWS SHALL CONFORM
INDICATED ON THE STRUCTURAL DRAWINGS.
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TO ANSI/ASME STANDARD B18.1. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT
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WASHERS:
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ALL ANCHOR BOLTS AND THREADED ANCHOR RODS SHALL BE IN ACCORDANCE WITH ASTM A307, GRADE A, OR
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ASTM F1554, GRADE 36. ANCHOR ADHESIVES SHALL BE EITHER SET (EPDXY-TIE) OR AT (ARCYLIC-TIE) BY SIMPSON
STRONG -TIE AND INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS. ALL DRILLED ANCHOR HOLES
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SHALL BE CLEANED OF ALL DEBRIS AND BRUSHED OUT PRIOR TO INSTALLATION OF ANCHOR ADHESIVE.
ALL WOOD MEMBERS EXPOSED TO EXTERIOR CONCRETE, MASONRY, WEATHER, OR EARTH SHALL BE PRESSURE
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TREATED LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. FASTENER
REQUIREMENTS IN PRESSURE TREATED LUMBER ARE AS FOLLOWS:
ACZA PRESERVATIVE: STANDARD CARBON STEEL.
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ACQ & MCQ PRESERVATIVE: HOT DIPPED GALVANIZED.
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SODIUM BORATE: STAINLESS STEEL CONNECTORS & FASTENERS (NOT REQ. FOR
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SILL PLATES OVER CONCR. & VAPOR BARRIER NOT DIRECTLY
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EXPOSED TO EARTH OR WEATHER)
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ALL DECKS, GUARDS, RAILS, STAIRS AND OTHER ACCESSORY DECK COMPONENTS SHALL BE CONSTRUCTED IN
(� =
ACCORDANCE WITH AWC DCA6 PRESCRIPTIVE GUIDE FOR DECK CONSTRUCTION & THE FLORIDA BUILDING CODE,
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2017. ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALT
WATER SHORE LINE SHALL BE STAINLESS STEEL GRADE 304 OR 316
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ALL EXTERIOR WOOD WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEAR WALLS. ALL WOOD DESIGN
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SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2015 & WITH
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THE FLORIDA BUILDING CODE, 2017.
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DESIGN CRITERIA:
DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE 2017 FLORIDA BUILDING
CODE 6TH EDITION. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND
ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER THE 2017 FBC:
L180 - FLEXIBLE
ULTIMATE WIND SPEED 130 MPH PER ASCE 7-10
NOMINAL WIND SPEED: 101 MPH PER FBC R301.2.1.3
EXPOSURE C PER ASCE 7-10
IMPORTANCE FACTOR 1.0 CATEGORY 11
INTERNAL PRESSURE COEFF +/- 0.18 ENCLOSED (PROTECTED OPENINGS)
COMPONENTS & CLADDING PRESSURES PER TABLE & CHARTS ON THIS PAGE.
WIND BORNE DEBRIS REGION NO
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WIND PRESSURES ON WALLS & ROOFS 3
EFFECTIVE AREA OF
LIVE LOAD
DEAD LOAD
DEFLECTION
ROOF:
20 PSF
10 PSF
L/240 - L/180
CEILING:
10 PSF
5 PSF
L/240 - L/180
FLOOR:
40 PSF
15 PSF
L/360 - L/240
DECK:
50 PSF
15 PSF
L/360 - L/240
WALLS:
PER WIND CHART
ASCE7-10 TBLE. C3-1
L/240 - BRITTLE
L180 - FLEXIBLE
ULTIMATE WIND SPEED 130 MPH PER ASCE 7-10
NOMINAL WIND SPEED: 101 MPH PER FBC R301.2.1.3
EXPOSURE C PER ASCE 7-10
IMPORTANCE FACTOR 1.0 CATEGORY 11
INTERNAL PRESSURE COEFF +/- 0.18 ENCLOSED (PROTECTED OPENINGS)
COMPONENTS & CLADDING PRESSURES PER TABLE & CHARTS ON THIS PAGE.
WIND BORNE DEBRIS REGION NO
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WIND PRESSURES ON WALLS & ROOFS 3
EFFECTIVE AREA OF
ROOF ZONES'
EXTERIOR WALLS'
OPENING/ROOF ZONEZ
INTERIOR ZONE 1
EDGE ZONE 2
CORNER ZONE 3
INTERIOR ZONE 4
END ZONE 5
0 to 10
24.5
-38.9
24.5
-67.8
24.5
-100.2
42.6
-46.2
42.6
-57.0
10.1 to 20
22.4
-37.8
22.4
-62.4
22.4
-93.8
40.6
-44.2
40.6
-53.2
20.1 to 50
19.5
-36.4
19.5
-55.2
19.5
-85.1
38.1
-41.7
38.1
-48.0
50.1 to 100
17.4
-35.3
17.4
-49.8
17.4
-73.1
36.3
-39.8
36.3
-44.2
100.1 to 500
-
-
-
-
-
-
31.8
-35.3
31.8
SYP
1. WIND PRESSURES SHOWN ABOVE ARE FOR STRUCTURES WITH A MEAN ROOF HEIGHT OF 30 FEET OR LESS WITH A ROOF PITCH
BETWEEN 2/12 & 6/12 (VERT./HORIZ.). IF THE STRUCTURE IS OUTSIDE THESE PARAMETER PLEASE CONTACT THE ENGINEER.
2. THE EFFECTIVE AREA IS EQUAL TO THE LENGTH * WIDTH OF THE PROPOSED OPENING OR SPAN. THE WIDTH SHALL BE
PERMITTED TO BE NOT LESS THAN 3 OF THE SPAN LENGTH. THE EFFECTIVE AREA FOR FASTENERS SHALL NOT BE GREATER
THAN THE TRIBUTARY AREA B/T FASTENERS.
3. ALL WIND PRESSURE VALUES IN POUNDS PER SQ. FT(PSF) & ARE CONSIDERED ULTIMATE VALUES. MULTIPLY VALUES BY 0.6
FOR NOMINAL PRESSURES PER FBC R301.2.1.6
ZONE CHARTS
C,
m
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a
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ABBREVIATIONS
BM
BEAM
B/T
BETWEEN
CONN.
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CONT.
CONTINUOUS
CL
CENTER LINE
CLG
CEILING
CMU
CONCRETE MASONRY UNIT
DL
DEAD LOAD
EOR
ENGINEER OF RECORD
EXT.
EXTERIOR
FBC
FLORIDA BUILDING CODE (2017, 6TH EDITION)
FFE
FINISHED FLOOR ELEVATION
FTG
FOOTING
FPA
FLORIDA PRODUCT APPROVAL
INT.
INTERIOR
LG
LENGTH
LL
LIVE LOAD
LVL
LAMINATED VENEER LUMBER (2.OE, 1 4' WIDE MIN. U.N.O.)
MAX.
MAXIMUM
MIN.
MINIMUM
OR
"OR" MEANS THAT EITHER OPTION PROVIDED IS SUFFICE FOR THE APPLICATION
O.C.
ON CENTER SPACING
OPT
OPTIONAL
OSB
ORIENTED STAND BOARD (APA RATED MIN.)
PCF
POUNDS PER SQUARE FEET
PLYW.
PLYWOOD (APA RATED MIN.)
PSF
POUNDS PER SQUARE FEET
PSI
POUNDS PER SQUARE INCH
SS
STAINLESS STEEL
STAGG.
STAGGERED
SPF
SPRUCE -PINE -FIR
SYP
SOUTHERN YELLOW PINE (No. 2 MIN.)
SW
SHEAR WALL
T/G
TOGETHER
T&G
TONGUE AND GROOVE
TYP
TYPICAL
U.N.O.
UNLESS OTHERWISE NOTED
W/
WITH
w/o
WITHOUT
W.W.M/F
WELDED WIRE MESH OR FABRIC
GABLE ROOFS
WALLS
SHEETINDEX
S-1
STRUCTURAL NOTES &SPECIFICATIONS
S-2
FOUNDATION PLAN
S-3
FRAMING PLANS
S-4
TRUSS PLANS
S-5 THRU S-7
STRUCTURAL DETAILS
SECTION CUT
SYMBOL LEGEND
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1
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LOCATION OF
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S-1 VIEW DIRECTION
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m
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2
DETAIUSECTION NUMBER
DETAIL
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S-1 SHEET No. WHERE
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1'- 6"
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2'- 0"
2'- 0"
11-01,
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N/A
SPREAD FOOTING
F30
2'- 6"
---I ----
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N/A
SPREAD FOOTING
F36
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92'-7"
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CON
SLAB HT. VARIES
HEIGHT OF CURB VARIES w/ SLOPE OF
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FILL SLAB TO STEMWALL JOINT w/
ELASTOMERIC SEALANT FILLER.
7-7 r7-
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
GARAGE FIBERMESH OVER 6 MIL VAPOR
8"x16" CMU STEMWALL. FILL BARRIER & CLEAN COMPACT FILL
REINFORCED CELLS SOLID
ADD (1) #4 MIN. IN
FOOTING FOR BRICK /�/ , VERTICAL REINFORCING TO BE (1) #5
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STEMWALL FOOTER. SEE SCHEDULE
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BEARING SOILS TO BE
COMPACTED & FREE OF
DELETERIOUS MATERIALS
(-4--� GARAGE/STEP STEMWALL FOOTING
NOTE: CONTACT ENGINEER IF STEMWALL EXCEEDS 48",
FROM T.O.S TO FOOTER (6 COURSES).
s
GIRDER
PER
DRAWINC
FASTEN BTM. I
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SDWC
INSTALL 2x BLOCKIN
B/T FLR. TRUSSE
UNDER WALL ABOV
FASTEN WALL TO BL
W/ 16d NAILS AT 6" O.
FASTEN TOP. PLATE
TO FLR. TRUSS ABOVE
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WIDTH
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DEPTH
REINFORCING
BOTTOM TOP
TYPE
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1' - 8"
CONT.
10"
(2) #5 CONTIN.
N/A
STEMWALL FTG.
M12A
11-01,
CONT.
11-01,
(2) #5 CONTIN.
N/A
INTERIOR MONOLITHIC
M16A
V- 4"
CONT.
11-01,
(2) #5 CONTIN.
N/A
EXTERIOR STEMWALL FTG.
TE8
8"
CONT.
11-01,
(1) #5 CONTIN.
N/A
THICKENED EDGE
M8A
8"
CONT.
1' - 0"
N/A 1 #4 IN STEP CONT.
NON-BEARING MONO w/ STEP
P18
1'- 6"
1'- 6"
1' - 0"
(2) #5 EACH WAY
N/A
PAD FTG. AT PORCH CORNER
F24
2'- 0"
2'- 0"
11-01,
(2) #5 EACH WAY
N/A
SPREAD FOOTING
F30
2'- 6"
2'- 6"
11-01,
(3) #5 EACH WAY
N/A
SPREAD FOOTING
F36
T- 0"
T- 0"
11-01.
(3) #5 EACH WAY
N/A
SPREAD FOOTING
U -BLOCK w/ (�"`� ^"^
CON
SLAB HT. VARIES
HEIGHT OF CURB VARIES w/ SLOPE OF
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7-7 r7-
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GARAGE FIBERMESH OVER 6 MIL VAPOR
8"x16" CMU STEMWALL. FILL BARRIER & CLEAN COMPACT FILL
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STEMWALL FOOTER. SEE SCHEDULE
FOR SIZE AND REINFORCING.
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BEARING SOILS TO BE
COMPACTED & FREE OF
DELETERIOUS MATERIALS
(-4--� GARAGE/STEP STEMWALL FOOTING
NOTE: CONTACT ENGINEER IF STEMWALL EXCEEDS 48",
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GIRDER
PER
DRAWINC
FASTEN BTM. I
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SDWC
INSTALL 2x BLOCKIN
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UNDER WALL ABOV
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FASTEN TOP. PLATE
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REVISION -2:
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INSTALL PER TYP. ANCHOR DETAILS.
STRUCTURAL SHEATHING REQUIREMENTS
TYPE
SHEATHING
ZONE 1
ZONE 2
ZONE 3
NAIL
EDGE/FIELD
NAIL
EDGE/FIELD
NAIL
LEDGE/FIELD
7/16"
8d AT 6"
SHINGLE
7/16"
8d AT 12"
32" O.C.
2
SW -2*
7/16"
8d AT 3"
(ROOF)
I OSB/PLY
8d R.S.
6"/12" O.C.
8d R.S.
6"/12" o.c.
8d R.S.
6"/6" o.c.
METAL
(ROOF)
15/32"
OSB/PLY
8d R.S.
6"/12" o. c.
8d R.S.
6"/12" O.C.
8d R.S.
6"/6" o.c.
TILE
(ROOF)
19/32" PLY
R.S..S
6"/12" o.c.
8d R.S.
6"/12" O.C.
8d R.S.
6"/6" o.c.
FLOOR
23/32" T&G
OSB/PLY
10d OR
8d R.S.
GLUED & NAILED - EDGES: 6" o.c; FIELD: 12" o.c.
PORCH
CEILINGS
3/8"
OSB/PLY
8d
EDGES: 3" o.c; FIELD: 6" o.c.
WALLS
7/16"(MIN.)
OSB/PLY
SEE SHEAR WALL LEDGED
1. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATEb, EXPOSURE 1.
2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET
THE FOLLOWING MINIMUM REQUIREMENTS:
7/16" =.437 THICKNESS - 24/16 SPAN RATING
15/32" =.469" THICKNESS - 32/16 SPAN RATING
19/32" =.594" THICKNESS - 40/20 SPAN RATING
23/32" =.719" THICKNESS - 48/24 SPAN RATING
3. ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION
PERPENDICULAR TO THE ROOF SUPPORTS.
4. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN
ACCORDANCE w/ THE FLORIDA PRODUCT APPROVAL.
5. ALL NAILS SHALL BE RING SHANK NAILS U.N.O.
6. 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING
FASTENING.
SHEAR WALL LEGEND
ID
SHEATHING
FASTENING
SILL
ANCHORS
STUBBIES
END
STUD
GROUPS
VERTICAL
EDGES
HORIZONTAL EDGES
FIELD
NAIL/SPACING
ROW
SW -1
7/16"
8d AT 6"
8d AT 3"
SINGLE
8d AT 12"
32" O.C.
2
SW -2*
7/16"
8d AT 3"
8d AT 3"
SINGLE
8d AT 6"
24" O.C.
2
SW -3*
7/16
(DBL. SIDED)
8d AT 3"
8d AT 3"
SINGLE
8d AT 6"
24" O.C.
2
* SHEATHING TO BE INSTALLED HORIZONTALLY w/ BLOCKED EDGES
1. ALL SHEATHING MUST BE MINIMUM OF 16" RATED OSB OR PLYWOOD & FASTENED
PER THE TYPICAL DETAILS.
2. ALL WALL SHEATHING SHALL BE FULL HEIGHT SHEATHING THAT EXTENDS FROM THE
BOTTOM PLATE TO THE UPPER MOST STUD IN THE DBL. TOP PLATE.
3. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY(U.N.O.). ALL
HORIZONTAL EDGES MUST BE FULLY BLOCKED w/ 2x FRAMING LAID FLAT AGAINST
BACK SIDE OF SHEATHING FOR NAILING.
4. A MINIMUM GAP OF 8' AT SHEATHING JOINTS MUST BE MAINTAINED.
5. HOLDOWNS MUST BE PLACED AT EACH END OF SHEARWALL, U.N.O. SEE FRAMING
PLAN/DETAILS FOR HOLDOWNS TYPES, LOCATIONS, & INSTALLATION SPECS.
6. ALL SILL ANCHORS(STUBBIES) SHALL BE A MIN. OF I" IN DIA. w/ 3"x3"x$" SQUARE
WASHER & NUT. EDGE OF WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF
THE SILL PLATE ON THE SHEATHED SIDE. PLACE ANCHORS ON EACH SIDE OF PLATE
SPLICE. SEE TYPICAL ANCHOR DETAILS FOR INSTALLATION SPECS.
7. EXTERIOR STUCCO FINISH REQUIRES A MIN, 15/32" RATED SHEATHING INSTALLED
HORIZONTALLY w/ 2x FLAT WISE BLOCKED EDGES.
8. MINIMUM END STUDS FOR EACH SHEAR WALL SECTION ARE SHOWN IN TABLE ABOVE
AND SHALL BE CONSTRUCTED PER THE TYPICAL CORNER FRAMING DETAIL.
9. SHEARWALL FASTENING SHOULD BE CONSTRUCTED PER THE TYPICAL SHEATHING
FASTENING DETAILS AND NOTES.
EXTERIOR WALL STUD SPACING
LOAD BEARING
STUDS SUPPORTING
STUD TYPE
WALL HEIGHT
(STUCCO FINISH)
WALL HEIGHT
(FLEXIBLE FINISH)
8' 9' 10' 12'
8' 9' 10' 12'
ROOF ONLY
2X4 SPF STUD
16"
16"
12"
-
16"
16"
16"
-
2X4 No. 2 SPF
16"
16"
16"
-
16"
16"
16"
12"
2X6 SPF STUD
16"
16"
16"
16"
16"
16"
16"
16"
2X6 No. 2 SPF
24'*
24"*
16"
16"
24'*
24"*
16"
16"
ROOF & FLOOR
2X4 SPF STUD
16"
12"
-
-
16"
12"
-
-
2X4 No. 2 SPF
16"
16"
16"
-
16"
16"
12"
-
2X6 SPF STUD
16" 1
16"
16"
16"
16"
16"
16"
16"
2X6 No. 2 SPF
16"
16"
16"
�16-24'*
24"*
16"
16"
1. T*HE ABOVE STUD SPACING ARE THE MAXIMUM ALLOWABLE STUD SPACING FOR THE
REFERENCED LOADING CONDITIONS, WALL HEIGHT, EXTERIOR CLADDING TYPE, ANC
STUD TYPE, UNLESS NOTED OTHERWISE ON THE FRAMING PLAN.
2. IF THE STUD SPACING IS NOT LISTED, THE STUD SIZE AND GRADE IS NOT
ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT.
3. ( ) ALL WALLS WITH STUD SPACING OF 24" O.C. SHALL HAVE THE SHEATHING
INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE
STUDS AND ALL EDGES BLOCKED w/ 2x FLAT WISE STUDS.
4. IF PROJECT HAS REQUIREMENTS OUTSIDE THE PARAMETERS OF THIS TABLE,
CONTACT ENGINEER BEFORE CONSTRUCTION.
FASTENER LEGEND
NAIL
DIAMETER
LENGTH
8d COMMON
0.131"
2 z"
8d RINGSHANK
0.113"
2 8'
10d X 1 2"
0.148"
1 2"
10d COMMON
0.148"
3"
10d RINGSHANK
0.120"
2 $"
12d COMMON
0.148"
3 4"
16d COMMON 1
0.162"
3.1"
1. ALL NAILS SHALL BE COMMON NAIL
UNLESS OTHERWISE NOTED ON THI
PLANS.
2. INSTALL 10d NAILS IF NOT
OTHERWISE NOTED ON THE PLANS.
3. INSTALL THE APPROPRIATE
FASTENERS FOR PRESSURE
TREATED LUMBER. SEE NOTES ON
SHEET S-1.
FRAMING LEGEND
[� STRUCTURAL BEARING WALLS
® OPENING HEADER BEAMS
PORCH BEAMS & OTHERS
GIRDER ROOF TRUSS
® POSTS/COLUMNS
1/2" THREADED ROD w/ 3" SQ. WASHER FROM DBL. TOP
Q PLATE TO FTG. DRILL & EPDXY w/ MIN. 7" EMBEDMENT.
1 -STORY 2 -STORY PLACE WITHIN 3" OF HEADER STUD GROUP OR TRUSS
BEARING WHERE SHOWN.
No. OF PLIES- /- SIZE OF HEADER
(2) 2x
QUANTITY- QUANTITY
OF KING STUDS OF JACK STUDS
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PROJECT #: 18-404
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 7/16/19
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FLOOR TR
AT 24"
FI nC)R TRI ISSFq
PER CONVENTIONAL &
OVERFRAMING ROOF NOTES
- I V V L— LJ L—/ -l1 v l
X
�O
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(7 cn
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ROOF TRUSS PLAN
SCALE: 1/4" = 1'-0"
TRUSS NOTES:
_L BE DESIGNED AND APPROVED BY THE DELEGATED TRUSS ENGINEER AND BE LICENSED IN THE STATE OF
_L BE DESIGNED TO MEET OR EXCEED THE ULTIMATE WIND SPEED, EXPOSURE CATEGORY, AND LOADINGS
STRUCTURAL NOTES PAGE S-1.
)OR TRUSS ENGINEERING SHALL MATCH THE PROVIDED LAYOUT SHOWN IN THESE PLANS. ANY VARIATIONS
ED LAYOUTS SHOULD BE REPORTED TO THE ENGINEER OF RECORD BEFORE CONSTRUCTION BEGINS.
CAPABLE OF TRANSFERRING LATERAL LOADS TO THE STRUCTURAL LOAD BEARING WALLS SHOWN ON THE
N CALCULATED BY THE ENGINEER OF RECORD AND ALL CONNECTIONS FROM TRUSSES TO STRUCTURE HAVE
qD SHOULD BE FOLLOWED. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP
ED BY THE STRUCTURAL ENGINEER.
3 WEB BRACING SHALL BE INSTALLED WITH THE SAME QUANTITY AND LOCATIONS SHOWN ON THE TRUSS
P DRAWINGS. CONTINUOUS LATERAL BRACING SHALL BE IN ACCORDANCE WITH THE DETAILS
'ASTENING SHALL BE IN ACCORDANCE w/ TABLE R702.3.5 OF THE FBC.
fHE FLORIDA BUILDING CODE NAILING REQUIREMENTS ARE IN ADDITION TO THE STRAPPING REQUIREMENTS.
X GYP. BD. @ GARAGE CLG. BENEATH HABITABLE SPACE & 1/2" MIN GYP. BD. @ GARAGE SIDE WALLS &
,IRWAY IF USED AS ACCESSIBLE SPACE.
NTION, HANDLING, SHIPPING, INSTALLING, AND BRACING SHALL BE IN ACCORDANCE WITH BCSI 1-03 MANUAL
IENT SAFETY INFORMATION) PRODUCED BY THE SBCA AND TPI.
CONVENTIONAL ROOF FRAMING NOTES
1. ALL ROOF FRAMING MATERIALS SHALL BE No. 2 SOUTHERN YELLOW PINE (SYP).
2. ALL RAFTER, JOISTS, BEAMS, AND OTHER FRAMING MEMBER SIZES ARE NOTED ON THE PLANS.
3. FASTEN ROOF RAFTERS/HIPS BEAMS TO TOP PLATES OR HEADER BEAMS W/ (1) SIMPSON
SDWC15600 TRUSS SCREW OR H2.5A CLIPS.
4. FASTEN ROOF RAFTERS TO RIDGE/HIP BEAMS AND "SLEEPERS" W/ SIMPSON A35 CLIPS, (12) 8D
X1.5" NAILS, U.N.O.
5, FASTEN CEILING JOISTS TO ROOF RAFTERS TOP PLATE INTERSECTION W/ (8) 16d NAILS AT
EACH END.
6. FASTEN COLLAR TIES TO ROOF RAFTERS w/ (8) 16d NAILS, EACH SIDE. COLLAR TIES SHALL NOT
TO BE FASTENED HIGHER THAN 2/3 OVERALL ROOF RAFTER HEIGHT.
7. FASTEN HIPS TO RIDGE BOARD W/ SIMPSON A35 CLIPS W/ (12) 8D X1.5" NAILS.
8. FASTEN CEILING JOISTS TO OTHER INTERSECTING CEILING JOISTS W/ (6) 16d TOE -NAILS OR
LUS28 HANGERS, U.N.O.
4X4 POST OR 2 PLY STUD GROUP FOR RIDGE BEAM SUPPORT. FASTEN
SUPPORT TO RIDGE BEAMS AND BELOW BEAMS W/ (2) CST16 STRAPS OR HTS16
STRAPS EACH SIDE AND EACH END
OVER FRAMING NOTES:
1. ALL ROOF FRAMING MATERIALS SHALL BE No. 2 SOUTHERN YELLOW PINE (SYP) AT 24" O.C., U.N.O.
2, ALL ROOF RAFTERS AND COLLAR TIES TO BE A MIN. OF 2x6 No. 2 SYP. RIDGE BOARDS TO BE MIN, OF 2x8
No. 2 SYP.
3. ALL SLEEPERS TO BE A MIN. OF 2x8 No. 2 SYP FASTENED TO EACH TRUSS/RAFTER BELOW w/ (4) 16d NAILS
4. FASTEN ROOF RAFTERS TO RIDGE BOARDS AND "SLEEPERS" W/ SIMPSON A35 CLIPS, U.N.O.
5. FASTEN COLLAR TIES TO ROOF RAFTERS W/ (5) 16d NAILS AT EACH END.
6. COLLAR TIES SHALL NOT TO BE FASTENED HIGHER THAN 2/3 OVERALL ROOF RAFTER HEIGHT,
TRUSS TO TOP PLATE CONNECTOR SCHEDULE
1. SIMPSON SDWC15600 TRUSS SCREWS THROUGH TOP PLATES/HEADERS INTO TRUSSES
** MULTI -PLY TRUSSES MUST HAVE (1) UPLIFT CONNECTOR PER TRUSS PLY UNLESS NOTED OTHERWISE.
2X6 AT RIM BOARD OR
O.C.(MIN.) N.)
TRUSSES, TYP.
TYPICAL EXTERIOR
FRAMING PER
FRAMING PLAN &
DETAILS
1
2x JOISTS TO LANDING BEAM
w/ LUS28 HANGERS, TYP.
(2) 2x12 No. 2 SYP LANDING -
BEAM FOR JOIST & STRINGER
SUPPORT,TYP.
FASTEN LANDING BEAM TO -
EACH POST w/ (2) MTS 12 OR
(2) CS16 STRAPS, TYP/
INSTALL 4x4 POST FOR —
LANDING BEAM SUPPORT
FASTEN TO FTG. w/ ABU44 PER
TYP. ANCHOR DETAILS
TYP. INTERIOR FTG.
J 1/'11 RJ vrL_Iv11VV I-rr%ml IlIVL7
2x12 No. 2 SYP LANDING
—� JOISTS AT 16" O.C. TYP.
LANDIN
4'-0"
FFE
�.iwr-%1 1v V. V. n1 01/-%1R
OPENING (MIN.)
EXTERIOR 2x6
WALL AT 16"
O.C.,TYP
2x12 No. 2 RIM
BOARD AT
LANDING,TYP.
2,4.. --mak
FASTEN TOP PLATE
TO JOISTS w/ (1)
SDWC 15600
EXTERIOR 2x6
WALL AT 16"
O.C.,TYP
GRADE
STAIRS LANDING FRAMING
TYP. EXTERIOR FTG.
TRUSS END
INTERIOR BEARING POINTS
TRUSS END
TRUSS
UPLIFT/CONNECTOR
UPLIFT/CONNECTOR
UPLIFT/CONNECTOR
UPLIFT/CONNECTOR
ALL TRUSSES**
<615# / 1
<615# / 1
<615# / 1
<615# / 1
ALL TRUSSES**
>615# - < 1230#/ (2) 1
>615# - < 1230#/ (2) 1
>615# - < 1230#/ (2) 1
>615# - < 1230#/ (2) 1
1. SIMPSON SDWC15600 TRUSS SCREWS THROUGH TOP PLATES/HEADERS INTO TRUSSES
** MULTI -PLY TRUSSES MUST HAVE (1) UPLIFT CONNECTOR PER TRUSS PLY UNLESS NOTED OTHERWISE.
2X6 AT RIM BOARD OR
O.C.(MIN.) N.)
TRUSSES, TYP.
TYPICAL EXTERIOR
FRAMING PER
FRAMING PLAN &
DETAILS
1
2x JOISTS TO LANDING BEAM
w/ LUS28 HANGERS, TYP.
(2) 2x12 No. 2 SYP LANDING -
BEAM FOR JOIST & STRINGER
SUPPORT,TYP.
FASTEN LANDING BEAM TO -
EACH POST w/ (2) MTS 12 OR
(2) CS16 STRAPS, TYP/
INSTALL 4x4 POST FOR —
LANDING BEAM SUPPORT
FASTEN TO FTG. w/ ABU44 PER
TYP. ANCHOR DETAILS
TYP. INTERIOR FTG.
J 1/'11 RJ vrL_Iv11VV I-rr%ml IlIVL7
2x12 No. 2 SYP LANDING
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LANDIN
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OPENING (MIN.)
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O.C.,TYP
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BOARD AT
LANDING,TYP.
2,4.. --mak
FASTEN TOP PLATE
TO JOISTS w/ (1)
SDWC 15600
EXTERIOR 2x6
WALL AT 16"
O.C.,TYP
GRADE
STAIRS LANDING FRAMING
TYP. EXTERIOR FTG.
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DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 7/16/19
REVISION -1:
REVISION -2:
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12' RECESS (CMU ONLY)
INSTALL TRANSFER BARS PER
PLANS (CMU WALLS ONLY)
VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN
COMPACTED FILL
d d a
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SEE FOOTING
SCHEDULE
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BAR FROM GRADE TO BOT. OF
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MONOLITHIC FOOTING, SEE
FOOTING SCHEDULE FOR SIZE &
REINFORCING
EXTERIOR MONOLITHIC FOOTING
THICKENED EDGE SLAB, SEE FOOTING
SCHEDULE FOR SIZE & REINFORCING
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
FIBERMESH
zu
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GARAGE RETURN WALL —T
EMBED (1) STHD14 AT EACH
END OF GARAGE RETURN
WALL. FILL ALL HOLES W/
16d NAILS
INSTALL #5 VERTICAL
PLACE (1) #5 BAR CONTIN. IN
BARS AT 18" O.C., OR 2
CURB AT GARAGE RETURN w/
z
TOTAL MIN. EXTEND
MIN. 28" BEND INTO
INSTALL #5 VERTICAL -
INTO CURB &BEND 7"
ADJACENT
WALL
BARS AT 18" O.C., OR 2
MIN, AT BOT.
V
TOTAL MIN. EXTEND
N
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SLAB REINFORCING CONSTRUCTION JOINT
°
THICKENED EDGE TO
SOLID
MONOLITHIC FOOTING
d �^ ° as a
GARAGE RETURN
PER PLAN
W/ CURB. SEE DETAILS
,
a . d. 4 .
FOOTING
STEMWALL FOOTING
& SCHEDULE FOR SIZE
° ,
REINFORCEMENT.
W/ CURB. SEE DETAILS
& REINFORCING
FLUSH W/
& SCHEDULE FOR
SAW CUT FORMED
JOINT JOINT
SIZE & REINFORCING
VAPOR BARRIER (6 -MIL
z
NOTE: CONTROL JOINTS TO BE 15-0" OC MAX
z
MIN.) OVER CLEAN
GARAGE DOOR
VAPOR BARRIER (6 -MIL
COMPACTED FILL
\ \/\/\\/\\/\
THICKENED EDGE
FOOTING. SEE
MIN.) OVER CLEAN
COMPACTED FILL
SCHEDULE FOR SIZE &
..�
'
Ln
REINFORCING
MONOLITHIC
GARAGE RETURN FTG.
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
FIBERMESH OVER 6 MIL VAPOR
CMU HEADER BLOCK w/ BARRIER & CLEAN COMPACT FILL
(1) #5 BAR CONTINUOUS F.F.E.
a —
8"x16" CMU STEMWALL. FILL
REINFORCED CELLS SOLID `°
\ VERTICAL REINFORCING TO BE (1) #5
AT 48" O.C. & AT CORNERS w/ MIN. 7"
BEND AT BOTTOM & 12" MIN. BEND INTO
ADD (1) #4 MIN. IN GRADE ° \\\ SLAB, U.N.O.
FOOTING FOR BRICK \
LEDGE d
/ -4 \� STEMWALL FOOTING. SEE SCHEDULE
'd / FOR SIZE AND REINFORCING.
BEARING SOILS TO BE
COMPACTED & FREE OF
DELETERIOUS MATERIALS
13 STEMWALL FOOTING
NOTE: CONTACT ENGINEER IF STEMWALL
EXCEEDS 48", FROM T.O.S TO FOOTER (6
COURSES).
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
FIBERMESH.
F.F.E.
-� _— _ _
a o
a ° e z
1 �
VAPOR BARRIER (6 -MIL \ \ \ \\
MIN.) OVER CLEAN /\ //\ Ste` C IN
COMPACTED FILL SCHEDULE
INTERIOR MONOLITHIC FOOTING. SEE
FOOTING SCHEDULE FOR SIZE AND
REINFORCING
(_q�lN�TER_IOR_MO_NOLITHIC FOOTING
(1) #4 BAR IN STEP
CONTIN. (GARAGE 4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
ONLY) FIBERMESH.
F.F.E. r4„
SE AR H. PLANS
z
a' N
4.
VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN 8"x8" FOOTING AT STEP
COMPACTED FILL
6 CURB STEP FOOTING
GARAGE RETURN WALL
A
2 COURSES OR LESS: EMBED (1)
STHD14RJ AT EACH END OF GARAGE
RETURN WALL. FILL ALL HOLES w/ 16d
SINKERS.
GREATER THAN 2 COURSES: FASTEN (1)
MSTCM40 TO EACH END OF GARAGE
RETURN WALL. USE (1) 4"x2 4' TITEN
SCREWS INTO STEMWALL & (26) 16d
SINKERS IN STUDS.
' USE Z -BAR FOR
Lu W THICKENED EDGE TO
a GARAGE RETURN
o FOOTING
N REINFORCEMENT.
a
.. a
GARAGE DOOR
\ THICKENED EDGE
FOOTING. SEE
\ \ \ \/\ SCHEDULE FOR SIZE
&REINFORCING
STEMWALL
U -BLOCK w/ (1) #5 BAR
CONTINUOUS
8"x16" CMU STEMWALL. FILL
REINFORCED CELLS SOLID
ADD (1) #4 MIN. IN
FOOTING FOR BRICK
LEDGE /
�j
04 /
4" CONCRETE SLAB W/ 6X6 HEIGHT OF CURB VARIES w/ SLOPE OF
W1.4x1.4 OR FIBERMESH GARAGE
6" MIN.
INSTALL TRANSFER BARS PER CURB w/ (1) #5 CONTINUOUS (CMU WALLS ONLY,
PLANS (CMU WALLS ONLY) W U.N.O.)
a d 4�
(1) #5 DOWEL w/ 6" BEND AT BOT. &
° °° d " IN CURB. PLACE AT CORNERS,
4$
GRADE CURB ENDS, AND AT 48" O.C.
VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN \
COMPACTED FILL �� r 6" OPT. BRICK LEDGE w/ (1) #4 OR #5 BAR
FROM GRADE TO BOT. OF FOOTING. SEE PLAN
S E FOOT[ G FOR LOCATIONS.
SCHEDULE 6
MONOLITHIC FOOTING, SEE
FOOTING SCHEDULE FOR SIZE &
REINFORCING
GARAGE/CURES MnNni ITHIr. FnnTinir;
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
FIBERMESH.
d
a d`
VAPOR BARRIER (6 -MIL
FOOTER AT THICKENED EDGE.
SE� /' /// �f\/ MIN.) OVER CLEAN
SCHEDULE FOR SIZE AND COMPACTED FILL
REINFORCING. SEE FOOTING
SCHEDULE
SPREAD FTG. AT THICKENED EDGE
3/4" MIN
KEYED JOINT (AT SLAB MID -DEPTH)
z
PAINT w/ CURING COMPOUND AS
BOND BREAK BEFORE ADJACENT
r
SLAB IS PLACED
V
N
OZ
�
M
IV:3H
SLAB REINFORCING CONSTRUCTION JOINT
PER PLAN
Ln
N
O
SLAB REINFORCING
3/4" SAW CUT (SAW
PER PLAN
SAME DAY AS POUR)
1/8x3/4"
FILL W/JOINT SEALER
d.
PRE -MOLDED
Lu
STRIP
$
FLUSH W/
SURFACE
SAW CUT FORMED
JOINT JOINT
d'
CONTROL JOINT
z
NOTE: CONTROL JOINTS TO BE 15-0" OC MAX
�„� TYPICAL JOINT DETAILS
U
HEIGHT OF CURB VARIES w/ SLOPE OF
GARAGE OR STEP
FILL SLAB TO STEMWALL JOINT w/
ELASTOMERIC SEALANT FILLER.
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
FIBERMESH OVER 6 MIL VAPOR
BARRIER & CLEAN COMPACT FILL
VERTICAL REINFORCING TO BE (1) #5
AT 48" O.C. & AT CORNERS w/ MIN. 7"
BEND AT BOTTOM & 12" BEND INTO
U -BLOCK, U.N.O.
STEMWALL FOOTER. SEE SCHEDULE
FOR SIZE AND REINFORCING.
BEARING SOILS TO BE �
COMPACTED & FREE OF \ /`
DELETERIOUS MATERIALS
\ /1 A r-% A /1r/f1Tr r-% w At
NOTE: CONTACT ENGINEER IF STEMWALL EXCEEDS 48",
FROM T.O.S TO FOOTER (6 COURSES).
SYP PT POST, SEE
PLAN FOR SIZE
�,�IXED POST FOOTING
1 2' RECESS (CMU ONLY)
4" CONCRETE (1) #4 BAR IN STEP CONTIN. (FOR
SLAB W/ 6X6 GARAGE ONLY)
W1.4x1.4 OR CURB HEIGHT VARIES, SEE ARCH
FIBERMESH. d d" PLANS.
/ \/\ d .
dd ° Z
/\/\ `/;\\x
// N
a. .
o Iy \ �\
SCHEDULE /INTERIOR MONOLITHIC FOOTING. SEE
VAPOR BARRIER (6 -MIL FOOTING SCHEDULE FOR SIZE AND
MIN.) OVER CLEAN REINFORCING
COMPACTED FILL
INTERIOR MONO. STEPDOWN FTG.
INSTALL TRANSFER BARS PER
PLANS (CMU WALLS ONLY)
4" CONCRETE SLAB w/ 6 MIL MIN.
VAPOR BARRIER OVER CLEAN
COMPACTED FILL.
40 d
a
�/
Z / ®. a d
\ \ Q ° ° MONOLITHIC FOOTING.
j\ •' . \ \� SEE FOOTING SCHEDULE
FOR SIZE AND REINFORCING
ISOLATED SPREAD FOOTING
/\ \
SE HbO /\ SEE FOOTING SCHEDULE
SCHEDULEE
srI FOR SIZE AND REINFORCING
PLACE VERTICAL -
REINFORCEMENT ON
EACH SIDE OF FOOTING
ELEV. CHANGE
STEP DOWN VARIES PER
ELEVATION CHANGE.
CONTACT ENGINEER IF
STEP IS MORE THAN 24"
EMBED POST MIN. 2'-6"
IN WET CONCRETEd. ° d j
a ° o
C7 a4d
d a .
I
o .. a
W
gg
a° . a 48IAAR 0 LA a a N
ROUND OR SQUARE ° d 4
POST FOOTING
bI F
0
d7-7' a. O
7 _ a
;d
MIN. 12" USE Z -BAR FOR STEP DOWN
48 BAR 0 LAP H OR H MAINTAIN 48 BAR
EXTEND BOT. BARS DIAMETERS FOR SPLICES
FROM FOOTING -1 INTO INTO EACH FOOTING.
FOOTING -2 A MIN. OF 8".
FORM & POUR SHOWER 6" MIN.
CURB/RECESS w/ (1) #4 HEIGHT OF CURB PER SHOWER RECESS
CONTIN. ® .,
8"x16" CMU STEMWALL. FILL
REINFORCED CELLS SOLID \/\ \ 4"CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
\ \\/ FIBERMESH OVER 6 MIL VAPOR
ADD (1) #4 MIN. IN \\ / BARRIER & CLEAN COMPACT FILL
FOOTING FOR BRICK GRADE
�T /\
LEDGE VERTICAL REINFORCING TO BE (1) #5
/ \/ AT 48" O.C. & AT CORNERS w/ MIN. 7"
° ° \' BEND AT BOTTOM & 12" MIN. BEND INTO
4 SLAB, U.N.O.
4.
/ STEMWALL FOOTER. SEE SCHEDULE
FOR SIZE AND REINFORCING.
L
BEARING SOILS TO BE
COMPACTED & FREE OF
DELETERIOUS MATERIALS
15 EXTERIOR STEMWALL AT SHOWER
NOTE: CONTACT ENGINEER IF STEMWALL EXCEEDS 48",
FROM T.O.S TO FOOTER (6 COURSES).
�,� STEPPED FOOTING
POST w/ HOLDOWN. SEE FRAMING
PLANS & DETAILS FOR SPECS.
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SEE TYP. STEMWALL • ° \\
DETAIL FOR SPECS.CN
SEE
SEE FOOTING \ \\
SCHEDULE
GRADE /\\ PAD FOOTING FOR PORCH
POST SUPPORT. SEE PLAN &
SCHEDULE FOR SIZE,
LOCATION, & REINFORCING
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DETAIL & SCHEDULE FOR
SIZE &REINFORCING
SEE FOOTING SCHEDULE �\
16 STEMWALL FTG. & PAD
NOTE: CONTACT ENGINEER IF STEMWALL
EXCEEDS 48", FROM T.O.S TO FOOTER (6
COURSES).
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PROJECT #: 18-404
DESIGNED: KCM
DRAWN KCM
SCALE: AS NOTED
ISSUED: 12/19/18
REVISION -1: 4/15/19
REVISION -2:
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SHEET
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DBL. TOP PLATE. Lu
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} FLOOR SYSTEM: FASTEN DETAILS, TYP.
FLOOR TRUSS/JOISTS/RIM
Lu BOARD TO TOP PLATE PER
TYPICAL WALL SECTIONS FASTEN SHEATHING TO HEADER W/ (2) ROWS
Z OF 8d NAILS @ 6" O.C. FOR 2X10 HEADERS OR
3� MIN. �s" APA RATED OSB/PLYW. ROOF ROOF SYSTEM: FASTEN FLOOR OR ROOF SYSTEM GREATER FASTEN w/ 3 ROWS V)
7 DECK. SEE FRAMING PLAN FOR DETAILS MIN. 16" APA RATED OSB ROOF TRUSSES/RAFTERS TO TOP HEADER BEAM PER FRAMING PLAN. FASTEN z z
PLATE PER TRUSS PLAN OR
O DECK. SEE FRAMING PLAN FOR ROOF FRAMING PLAN ° ° ° ° ° TOGETHER W/ (2) ROWS OF 10d NAILS @ 8"
Z 2x FASCIA FASTEN TO DETAILS PRE-ENGINEERED TRUSSES OR . . ° ° ° ° ° °� , ,� O.C. SEE FRAMING PLAN FOR SIZES. CORNER c~
J_ TRUSS/RAFTER TAILS W/ (2) 16d CONVENTIONAL ROOF FRAMING. FASTEN SHEATHING TO DBL. ° ° ° ° of STUD cG
2x FASCIA FASTEN TO AT EACH HEADER END, NAIL SHEATHING TO GROUP LAj N
r NAILS, TYP. SEE TRUSS PLAN OR ROOF TOP PLATE PER SHEARWALL HEADER W/
TRUSS/RAFTER TAILS w/ FRAMING PLAN. (6) 8d NAILS, TYP.
LAP TOP &BTM. STUDS �
Z LEDGED ON FRAMING PLAN FASTEN KING STUD TO HEADER BEAM PER
(2) 16d NAILS, TYP.
O � IN TOP PLATES AT ALL
Z TABLE R702.3.5 °°°°°°° °°°°°°° CORNERS. FASTEN
GYPSUM WALL BOARD, FASTEN PER FBC TABLE SHOWN ON THIS DETAIL STUDS TOGETHER w/
ALL SHEATHING SHALL BE FULL HEIGHT �— GYPSUM WALL BOARD, FASTEN PER FBC (5) 16d NAILS
Z AND EXTEND TO THE TOP STUD IN THE TABLE R702.3.5 FASTEN SHEATHING AT CRIPPLES W/ 8d NAILS
uj SEE TRUSS PLAN OR ROOF
DBL. TOP PLATE (2) 2x No. 2 SYP TOP PLATE FASTENED w/ 2 FRAMING PLAN FOR ROOF TO (2) 2x No. 2 SYP TOP PLATE FASTENED w/ 2 @ 3" O.C. STAGGERED FROM HEADER
ROWS OF. 131 x3" NAILS AT 12" O.C. TYPICAL WALL SHEATHING BEARING TO SILL PLATE. SILL PLATE
TOP PLATE CONNECTIONS. ROWS OF. 131x3" NAILS AT 12" O.C. PER SHEAR WALL LEGEND OPENING
Z STAGGERED. MINIMUM 48" LAP WITH (24) STAGGERED. MINIMUM 48" LAP WITH 24 VARIES CORNER 2x FRAMING Z
1u .131x3" NAILS IN LAP. ( ) ON FRAMING PLAN FASTEN SHEATHING AT KING STUDS PER
> ----\ 131x3" NAILS IN LAP. TYPICAL VERTICAL SPACING ON SHEARWALL (2) ROWS OF 10d NAILS
APA RATED OSB/PLYWOOD SHEATHING.
NSEE FRAMING PLAN FOR FASTENING 2x SPF No. 2 STUDS. SEE FRAMING PLAN FOR �— WALL SHEATHING SHALL EXTEND TO TOP LEGEND AT 8" O.C. INTO TRIPLE
AND OTHER SHEATHING SPECS.oll SIZE, SPACING, AND LOCATIONS STUD OF DBL. TOP PLATE IN ALL LOCATIONS. GROUP
APA RATED OSB/PLYWOOD FASTEN SHEATHING PER FRAMING PLAN. FOUNDATION: ANCHORS REQ. AT ° KING & JACK STUDS PER FRAMING PLAN, TYP.
U ° o ° ° ° ° ° ° e ° ° ° USE 10d NAILS AT
Z GYPSUM WALLBOARD, FASTEN PER FBC SHEATHING. SEE SHEARWALL FOUNDATION & WITHIN 6" MAX OF FASTEN KING & JACK STUDS TOGETHER w/ (2) 8" O.C. FOR STUD
LEGEND FOR FASTENING AND GYPSUM WALL BOARD, FASTEN PER FBC KING/CRIPPLE UNIT, U.N.O. SEE
TABLE R702.3.5 ROWS OF 10d AT 8" STAGGERED, TYP. GROUP
< OTHER SHEATHING SPECS. TABLE R702.3.5 SHEARWALL LEGEND FOR REQ. SILL PLATE
NAIL SILLS & PLATES TO JACKS W/ (3) .131 x 3" PLAN
�No. 2 STUDS. SEE
SIZEPSPAC G AND LOCATIONS ONS FRAMING PLAN FOR
FLOOR SYSTEM: FASTEN SILL TO 6" MAX ° 16" O.C. ° 6„ MAX TOENAILS OR ENDNAIL, TYP.
BAND/RIM BOARD PER TYPICAL NOTE: ADD 1
U FASTEN BTM. PLATE TO RIBBON TYP. WALL FRAMING PER FRAMING PLAN. (1) ADDITIONAL ROW OF NAILS AT
� APA RATED FLOOR SHEATHING NAILED & WALL SECTIONS FASTEN TO PLATES w/ (2} .131 x 3" END NAILS EACH STUD FACE FOR 2X6 & 2X8 FRAMING
�— BOARD w/ .131x3" NAILS AT 8" O.C. GLUED TO FLOOR FRAMING. SEE FRAMING
OR (3) .131 x 3' TOENAILS, TYP.
O �— 2x No. 2 SYP PT BOTTOM PLATE. FASTEN TO
Z PLAN FOR SIZES, FASTENING, & OTHER FOUNDATION w/ MIN. 2' ANCHOR BOLTS PER
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FASTEN TO TRUSSES w/ (3) .131x3" NAILS EXTEND TO BOTTOM PLATE & 2X6 FOUNDATION OR FLOOR SYSTEM
(j BE NAILED AT 3" O.C. U.N.O. DETAILS. (3) NAILS PER PLY SHEARWALL LEGEND ON FRAMING PLAN
2X8 (4) NAILS PER PLY CORNER FRAMING DETAIL C W
NAIL SHEATHING BETWEEN FLOORS SEE SEE FOUNDATION PLAN FOR FOOTING 2X10 (5) NAILS PER PLY 6 W r ,
TRUSS V
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9.5" LVL (5) NAILS PER PLY Q V,
w FASTENING DETAILS. MaNUF. 11 s"LVL (6) NAILS PER PLY
z / �+ 14" LVL (7) NAILS PER PLY TYPICAL HEADER DETAIL w ~ W
z PRE -MANUFACTURED FLOOR TRUSSES TYPICAL )'✓ VALL SECTION 16" LVL (8) NAILS PER PLY
`u GYPSUM WALL BOARD, FASTEN PER FBC
FASTEN TRUSSES TO TOP TABLE R702.3.5 ♦ ^ ' `
< PLATES w/ (3) .131x3" (2) 2x No. 2 SYP TOP PLATE FASTENED w/ 2
TOE -NAILS. PRE:MANUF. TRUSSES OR fy
: ROWS OF D. x3" NAILS AT 12" O.C. CONVENTIONALLY FRAMED FASTEN SHEATHING TO
p STAGGERED. MINIMUM 48" LAP WITH (24)
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ROOF PER OFRAMI GI PLAN FASTEN SHEATHING AT HNGS EADER R PER SHEAR P PLATE & LU REMAINING Z
HEADER w/ 8d NAILS IN A 3" ° ° ° ° ° ° I° ° ° WALL LEDGED & Q
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°°° ° °
�„ GYPSUM WALL BOARD, FASTEN PER FBC ° ° o ° ° ° ° ° i °
Z SEE FRAMING PLAN FOR FASTENEING TABLE R702.3.5 2x SPF BLOCKING/NAILERS B.T ° ° ;
AND OTHER SHEATHING SPECS. ZSOANI
O EACH TRUSS OR ALONG TOP No. OF KING STUDS SHOWN WALL OPENING
U 2x SPF BLOCKING/NAILERS OF BEAM(PARALLEL TRUSSES).
ON FRAMING PLAN BLOCKING LOCATED
� 2x SPF No. 2 STUDS. SEE FRAMING PLAN FOR B.T EACH TRUSS OR ALONG FASTEN TO BEAM w/ 10d NAILS ,°°° I �
TOP PLATE(PARALLEL UNDER STUDS TO U
SIZE, SPACING, AND LOCATIONS TRUSSES). FASTEN TO DBL. AT 3" O.C.
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FRAMING PLAN
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LOADS FROM
CL FOUNDATION w/ MIN. 1" ANCHOR BOLTS PER — — — — — I /
ZD ALL WALL SHEATHING TO EXTEND FRAMING PLAN 2 MIN, 31,
PLYWOOD OR OSB PORCH BEAMS. SEE FRAMING ( INSTALL TOP PLATE &
TO BOTTOM PLATE & BE NAILED AT PLAN FOR SIZES. I FASTEN TO HEADER BTM.
°°°°
O FASTENED TO PORCH CEILING ° I _
? 3" O.C. U.N.O. ROOF FRAMING w/ 8d NAILS AT 6" NAIL SHEATHING TO ALL ° ° ° ° w/ (2) ROWS OF 16d NAILS
3 SEE FOUNDATION PLAN FOR FOOTING O.C. ALONG EDGES & 12" O.C. IN FASTEN EACH PORCH BEAM FRAMING w/ 8d NAILS AT 3" AT 3" O.C.
Q DETAILS. FIELD, BLOCK ALL UNSUPPORTED TO POST (3) 16d TOE -NAILS & O.C.
EDGES (1) MSTA24 STRAP SIMPSON ( )�
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u- ZZ TYPICAL EXTERIOR LOCATION 16" O.C. AS REQ. I I FLOOR N
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FRAMING PLAN &
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0 MIN. 2 -PLY STUD GROUP OR SPEC. GARAGE RETURN. FILL ALL I I OPENING W M
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°°°° °°
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3 w MIN. 3"x3"X 1/4" SQUARE MINIMUM 1/2" DETAILS /� ' _� :: INTO ADJACENT WALL. Q .., t--.
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NOTE: TRUSSES PARALLEL TO WALLS SHALL HAVE BLOCKING M ��
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� PER TYPICAL ANCHOR ° � •. .
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PORCH FRAMING DETAIL GARAGE RETURN DETAIL LOAD FROM WALL ABOVE TO WALL BELOW. .. ■ ■
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PROJECT #: 18-404
—' W SIDE OF WALL TYPICAL STUD TO PLATE
Qp
'— o o (2) 2x DOUBLE TOP PLATE, — CONNECTIONS PER
V) U o o NAIL PER TYPICAL TYPICAL FRAMING WALL DESIGNED: KCM
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DRAWN: KCM
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w X EMBEDMENT INTO FOUNDATION. o ° SPECS. 2 SPH4 STRAPS INSTALLED STAGGARD. ! OR FLOOR LOADS FROM
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\ I ISSUED: 12/19/18
Q Q 12 LG. GABLE END TRUSS, SEE TRUSS SHOP � I
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W w PRESSURE TREATED PORCH o o THREADED ROD / \ ` �" !' / i I BAND REVISION -1: 4/15/19
� POST. SEE PLAN FOR SIZE & o
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ABU66: ANCHOR BOLT OR
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WALL * , °•'k
FLOOR TRUSS, SEE TRUSS SHOP ®-p ; �-•:�
ABU88: (2) $" ANCHOR
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FOUNDATION.
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0-
°
0
°
°
°
°
°
°
°
°
°
°
°
°
°
°
°
°
°
°
°
°
INISTALL BLOCKING
(I`F APPLICABLE)
PER THE SHEAR
WALL LEGEND ON
FRAMING PLAN
�- NAIL SPACING A
12" O.C. MAX FO
INTERMEDIATE
SUPPORTS, U.N
SEE SHEAR WALL LEGEND
ONE STORY SHEATHING FASTENING i
2x BLOCKING B/T
OUTLOOKERS. FASTEN
TO ROOF DECK & TOP
CHORD(TOE-NAILS) w/ 8d
NAILS AT 3" O.C.
— 2x FASCIA FASTENED
TO OUTLOOKERS w/ (2)
16d NAILS EACH
— 2x4 No. 2 SYP
OUTLOOKER AT 24" O.0
— FASTEN OUTLOOKER
TO TOP CHORD OF
GABLE END TRUSS w/
(1) H2.5A CLIP. FILL ALL
HOLES w/ 8d NAILS.
— FASTEN SHEATHING TO
GABLE END TRUSS PER
TRUSS PLAN
FASTEN (1) MSTA18 AT
48" O.C.,TYP.
— FASTEN (1) MSTA12 AT
48" O.C.,TYP.
311
4
SINGLE ROW NAILING - TOP PLATES
ov I I vIw rLH I �
SINGLE ROW NAILING - BOTTOM PLATES
TYPICAL SHEATFUNG FASTENING DETAILS
6" MAX
i.l
I�I
I•I
I.I
I I
I I
I•I
I.I
I I
6" MAX
TO TRUSS WEB w/ 10d
NAILS AT 6" O.C.
6" I MAX I
.I
6" MAX
CONTIN. LATERAL RESTRAINT BFZACING
1. T AND/OR L BRACING MAY BE USED IN LIEU OF
CONTIN. LATERAL RESTRAINT BRACING WHERE
SPECIFIED ON THE TRUSS SHOP DRAWINGS
AND/OR TRUSS LAYOUT.
2. TO REPLACE (1) ROW OF LATERAL BFACiNG
INSTALL (1) 2x4 T/L BRACE AT EACH TRUSS WEB.
3. TO REPLACE (2) ROWS OF LATERAL E�RACING
INSTALL (1) 2x6 T/L BRACE AT EACH TRUSS WEB.
4. BRACING MUST MATCH SIZE, SPECIES, AND
GRADE OF WEB MEMBER.
TRUSS BRACING
L -BRACE
FASTENED TO
TRUSS WEB w/
10d NAILS AT 6"
D.C.
FASTEN ROOF
SHEATHING TO
TRUSSES w/ 8d
NAILS AT 3" O.C.
ROOF TRUSSES,
SEE TRUSS PLANS
FASTEN BRACE
TO BTM. TRUSS
CHORDS w/ (3)
10d TOE NAILS
FASTEN BRACE TO TOP
PLATES w/ (4) 10d NAILS
ROOF TRUSS
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O.0 (STRONGBACK) w/2 -10d TO EACH TRUSS (TYP.)
NAILS EA. TRUSS
TYPICAL CUT STRONGBACK FOR A/C DUCT
DBL. TOP PLATE
PANELEDGE
311 ` 311
4Frn 1 ® ® ® ® ® 4
411 ® ®I ® ® 311
4
' ®I ® BTM. PLATE
1 I /
i
FLOOR SHEATHING
PANEL EDGE
STUD / 2x RIBBON BOARD OR
FLATWISE BLOCKING
9I ® PANEL SPLIC
FLOOR TRUSS OR B/T
FLOOR BLOCKING, TYP
lit
2
1,1
2
2x BLOCKING AT VER
DOUBLE ROW NAILING - TOP PLATES EDGES. INCREASE
TO 3" O.C. B/T FL(
ovl Ivrn rLrI�
DOUBLE ROW NAILING - BOTTOM PLATES
FASTEN A MIN. OF (4) 8d NAILS AT
3" O.C. ON EACH SIDE OF HORIZ,
PANEL SPLICE. RETURN TO
FIELD/EDGE SPACING
THEREAFTER
NAIL SPACING TO BE 6" O.C. AT
HORIZONTAL SPICE EDGES B/T
STUDS ONLY. SEE SHEAR WALL
LEGEND FOR ALL OTHER
FASTENING SPECS.
2x FLATWISE BLOCKING --/
ROOF SHEATHING FASTEN ROOF
PER SHEATHING SHEATHING TO
LEDGED ON TRUSSES w/ 8d
FRAMING PLAN NAILS AT 3" O.C.
ROOF
TRUSSES,SEE
TRUSS PLANS
2x4 No. 2 SPF
BRACE B/T
TRUSSES AT 12"
O.C. ON TOP OF
WALL
ABOVE BRACING
FOR INTERIOR
SHEAR WALLS
ONLY
2X4 CROSS BRACING MEMBER
FASTENED TO TRUSSES W/
(2) 16d NAILS EACH END (REFER
TO TRUSS NOTES AND TRUSS
LAYOUT FOR LOCATIONS)
FASTEN BTM.
TRUSS CHORD
TO TOP PLT. w/
10d TOE NAILS
AT 3" O.C.
FASTEN FLOOR
\ GABLE END TRUSS
N U
N
�
\ VERTICALS
n~ry
U Z
DIAGONAL BRACING
INSTALL SIMPSON GBC
SHEATHING LEDGED ON
6"O.C.
, O.
° F =
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CLIP (2) REQ. AT EACH
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w
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BRACE.
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LATERAL BRACING
\
/
LEDGED ON
PER
s' o.c. Q
I
SEE TRUSS PLANS
Q :�i
Lu x
2x4 No. 2 SYP
SHEATHING
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BLOCKING/NAILERS B/T
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OF TRUSS TO TOP PLT.
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Z 0
BRACES. FASTEN TO
SEE TRUSS PLANS
Q Q
TOP PLATE w/ 10d NAILS
1.TO ADJACENT TRUSSES PER
AT 8" O.C.
N
SHEARWALL LEGEND FOR
QQ
Lu
— �
FASTEN BRACE TO
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TOP PLATES w/ (4)
10d NAILS
EDGES
TRUSS CHORD TO
::Ez
2x4 No. 2 SPF BRACE B/T
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SHEATHING TO TOP
ABOVE BRACING
FASTEN ADDITIONAL
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NAILS AT 3" O.C.
CHORD OF TRUSS.
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—a�
TOP OF WALL
FASTEN PER
FOR INTERIOR
SHEAR WALLS
TOP PLATE w/ 10d
--/
ABOVE BRACING FOR �
SHEARWALL LEGEN[
3:Z
NAILS AT 3" O.C.
ABOVE BRACING FOR
PRE-ENGINEERED
O O
(2) 16d NAILS EACH
WOOD TRUSS
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NONE
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J 11-1
Z
Z
z
w
2X4 CONT. LATERAL WOOD BRACING NAILED
LU
Z_ P
TO BOTTOM CHORD MAXIMUM 10'-0" SPACING
(D =
AND AS REQUIRED BY TRUSS MANUFACTURER
,Z 3
(REFER TO TRUSS NOTES AND TRUSS LAYOUT
Z V
FOR LOCATION)
�- z
TYPICAL
LATERAL BRACE SPLICE
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Cow
00
311
4
SINGLE ROW NAILING - TOP PLATES
ov I I vIw rLH I �
SINGLE ROW NAILING - BOTTOM PLATES
TYPICAL SHEATFUNG FASTENING DETAILS
6" MAX
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I•I
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I I
I I
I•I
I.I
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6" MAX
TO TRUSS WEB w/ 10d
NAILS AT 6" O.C.
6" I MAX I
.I
6" MAX
CONTIN. LATERAL RESTRAINT BFZACING
1. T AND/OR L BRACING MAY BE USED IN LIEU OF
CONTIN. LATERAL RESTRAINT BRACING WHERE
SPECIFIED ON THE TRUSS SHOP DRAWINGS
AND/OR TRUSS LAYOUT.
2. TO REPLACE (1) ROW OF LATERAL BFACiNG
INSTALL (1) 2x4 T/L BRACE AT EACH TRUSS WEB.
3. TO REPLACE (2) ROWS OF LATERAL E�RACING
INSTALL (1) 2x6 T/L BRACE AT EACH TRUSS WEB.
4. BRACING MUST MATCH SIZE, SPECIES, AND
GRADE OF WEB MEMBER.
TRUSS BRACING
L -BRACE
FASTENED TO
TRUSS WEB w/
10d NAILS AT 6"
D.C.
FASTEN ROOF
SHEATHING TO
TRUSSES w/ 8d
NAILS AT 3" O.C.
ROOF TRUSSES,
SEE TRUSS PLANS
FASTEN BRACE
TO BTM. TRUSS
CHORDS w/ (3)
10d TOE NAILS
FASTEN BRACE TO TOP
PLATES w/ (4) 10d NAILS
ROOF TRUSS
— N__ �+-�+ ��.� vw1.- u %71UC VV/kJ) IVU INPULJ
O.0 (STRONGBACK) w/2 -10d TO EACH TRUSS (TYP.)
NAILS EA. TRUSS
TYPICAL CUT STRONGBACK FOR A/C DUCT
DBL. TOP PLATE
PANELEDGE
311 ` 311
4Frn 1 ® ® ® ® ® 4
411 ® ®I ® ® 311
4
' ®I ® BTM. PLATE
1 I /
i
FLOOR SHEATHING
PANEL EDGE
STUD / 2x RIBBON BOARD OR
FLATWISE BLOCKING
9I ® PANEL SPLIC
FLOOR TRUSS OR B/T
FLOOR BLOCKING, TYP
lit
2
1,1
2
2x BLOCKING AT VER
DOUBLE ROW NAILING - TOP PLATES EDGES. INCREASE
TO 3" O.C. B/T FL(
ovl Ivrn rLrI�
DOUBLE ROW NAILING - BOTTOM PLATES
FASTEN A MIN. OF (4) 8d NAILS AT
3" O.C. ON EACH SIDE OF HORIZ,
PANEL SPLICE. RETURN TO
FIELD/EDGE SPACING
THEREAFTER
NAIL SPACING TO BE 6" O.C. AT
HORIZONTAL SPICE EDGES B/T
STUDS ONLY. SEE SHEAR WALL
LEGEND FOR ALL OTHER
FASTENING SPECS.
2x FLATWISE BLOCKING --/
ROOF SHEATHING FASTEN ROOF
PER SHEATHING SHEATHING TO
LEDGED ON TRUSSES w/ 8d
FRAMING PLAN NAILS AT 3" O.C.
ROOF
TRUSSES,SEE
TRUSS PLANS
2x4 No. 2 SPF
BRACE B/T
TRUSSES AT 12"
O.C. ON TOP OF
WALL
ABOVE BRACING
FOR INTERIOR
SHEAR WALLS
ONLY
2X4 CROSS BRACING MEMBER
FASTENED TO TRUSSES W/
(2) 16d NAILS EACH END (REFER
TO TRUSS NOTES AND TRUSS
LAYOUT FOR LOCATIONS)
FASTEN BTM.
TRUSS CHORD
TO TOP PLT. w/
10d TOE NAILS
AT 3" O.C.
w id
SPLICE BETWEEN STUDS
ROOF TRUSS
SPLICE AT RIBBON/FLOOR TRUSSES
FIELD SPACIN^ neo
SHEARWALL I
VERTICAL EDGE SPACING
PER SHEARWALL LEGEND
2x FLATWISE BLOCKING wl
SHEATHING SPLICE PLATE
NAIL SPACING AT EACH SIDE
OF SPLICE PER SHEARWALL
LEGENED
SPLICE AT RIM BOARD
16" MIN. FULL LENGTH APA
RATE SHEATHING, TYP.
FIELD NAILING PATTERN 1'2" O.C. MIN.
BTM. PLATE NAILING PER
SHEARWALL LEGEND
2x RIBBON BOARD OR 2x FLATWISE
BLOCKING AT PANEL SPLICE.
MIN. 8' SPLICE B/T PANELS.
FASTEN SHEATHING AT EACH SIDE OF
SPLICE w/ HORIZ. SPACING PER
SHEARWALL LEGEND
NAILING TO BE 3" O.C. STAGGERED
AT TRUSS ENDS/BLOCKING B/T
FLOORS
TOP PLATE NAILING PER
SHEARWALL LEGEND.
16" MIN. FULL LENGTH APA
RATE SHEATHING, TYP.
FIELD NAILING PATTERN PER
SHEARWALL LEGEND
BTM. PLATE NAILING PER
SHEARWALL LEGEND
;2) ROWS AT 6" O.C. STAGGERED IN
JPPER & LOWER PANEL ALONG RIM,
JSE NAILS PER SHEARWALL LEGEND
01N. !'SPLICE B/T PANELS.
SHEATHING TO EXTEND A MIN. OF
i ABOVE DBL TOP PLATE FOR
=ASTENING.
TOP PLATE NAILING PER
SHEARWALL LEGEND.
SPLICE BETWEEN STUDS (ALTERNATE)
2x FLATWISE
BLOCKING
SHEATHING SPLICE PLATE.
SAME SIZE, TYPE, &
ORIENTATION AS
SHEATHING.
FASTEN FLOOR
FASTEN FLOOR
�
U
O
SHEATHING TO
FLOOR
� U
U \ W
o mo
SHEATHING LEDGED ON
6"O.C.
, O.
° F =
z<
ROOF
w
° °° a0
.0
° z
SHEATHING
SHEATHING
FASTEN BRACE
(
FLOOR TRUSSES,
LEDGED ON
PER
s' o.c. Q
I
SEE TRUSS PLANS
a
° ; Z
SHEATHING
CHORDS w/ (4) I
10d NAILS I
° z
w id
SPLICE BETWEEN STUDS
ROOF TRUSS
SPLICE AT RIBBON/FLOOR TRUSSES
FIELD SPACIN^ neo
SHEARWALL I
VERTICAL EDGE SPACING
PER SHEARWALL LEGEND
2x FLATWISE BLOCKING wl
SHEATHING SPLICE PLATE
NAIL SPACING AT EACH SIDE
OF SPLICE PER SHEARWALL
LEGENED
SPLICE AT RIM BOARD
16" MIN. FULL LENGTH APA
RATE SHEATHING, TYP.
FIELD NAILING PATTERN 1'2" O.C. MIN.
BTM. PLATE NAILING PER
SHEARWALL LEGEND
2x RIBBON BOARD OR 2x FLATWISE
BLOCKING AT PANEL SPLICE.
MIN. 8' SPLICE B/T PANELS.
FASTEN SHEATHING AT EACH SIDE OF
SPLICE w/ HORIZ. SPACING PER
SHEARWALL LEGEND
NAILING TO BE 3" O.C. STAGGERED
AT TRUSS ENDS/BLOCKING B/T
FLOORS
TOP PLATE NAILING PER
SHEARWALL LEGEND.
16" MIN. FULL LENGTH APA
RATE SHEATHING, TYP.
FIELD NAILING PATTERN PER
SHEARWALL LEGEND
BTM. PLATE NAILING PER
SHEARWALL LEGEND
;2) ROWS AT 6" O.C. STAGGERED IN
JPPER & LOWER PANEL ALONG RIM,
JSE NAILS PER SHEARWALL LEGEND
01N. !'SPLICE B/T PANELS.
SHEATHING TO EXTEND A MIN. OF
i ABOVE DBL TOP PLATE FOR
=ASTENING.
TOP PLATE NAILING PER
SHEARWALL LEGEND.
SPLICE BETWEEN STUDS (ALTERNATE)
2x FLATWISE
BLOCKING
SHEATHING SPLICE PLATE.
SAME SIZE, TYPE, &
ORIENTATION AS
SHEATHING.
INTERIOR SHEAR WALLSWALLS ONLY BLOCK ALL EDGES
ONLY
FLOOR TRUSS FLOOR TRUSS
PARALLEL TRUSS TO SHEARWALL BRACING
2X4 CONT. LATERAL WOOD
BRACING NAILED TO BOTTOM
CHORD MAXIMUM 10'-0"
SPACING AND AS REQUIRED
BY TRUSS MANUFACTURE
(REFER TO TRUSS NOTES
AND TRUSS LAYOUT FOR
LOCATION)
DIAGONAL LATERAL BRACING DETAIL
2x4 X 24" LONG w/ 16d NAILS
AT 3" O.C. CONNECT EACH
BRACE w/(2) 16d NAILS TO 2x4 MULTI -PLY GIRDER
\7-N
2x4 DIAGONAL BRACING
I TRUSS
TRUSS
(2) 16d NAILS AT
EACH TRUSS, TYP.
2x4 LATERAL BRACING
PLAN VIEW
TYPICAL BRACING TO GIRDER DETAIL
LA
z z
0 0
ez
> C54
wU
t4 o
0
z
FASTEN FLOOR
FASTEN FLOOR
SHEATHING
TRUSSES w/ 10Odd
FLOOR SHEATHING PER
SHEATHING TO
FLOOR
NAILS AT 3" O.C.
SHEATHING LEDGED ON
TRUSSES w/ 10d
NAILS AT 3" O.C.
SHEATHING PER
ROOF
FRAMING PLAN
SHEATHING
SHEATHING
FASTEN BRACE
(
FLOOR TRUSSES,
LEDGED ON
PER
TO BTM. TRUSS
I
SEE TRUSS PLANS
FRAMING PLAN
SHEATHING
CHORDS w/ (4) I
10d NAILS I
I
I
FLOOR TRUSSES,
d"
LEDGED ON
FRAMING PLAN
FASTEN 16" MIN. SHEATHING
SEE TRUSS PLANS
1.TO ADJACENT TRUSSES PER
N
SHEARWALL LEGEND FOR
FASTEN BRACE TO
WALL BELOW, BLOCK ALL
FASTEN BTM.
v
TOP PLATES w/ (4)
10d NAILS
EDGES
TRUSS CHORD TO
EXTEND g" MIN.
2x4 No. 2 SPF BRACE B/T
TOP PLT. w/ 10d TOE
SHEATHING TO TOP
ABOVE BRACING
FASTEN ADDITIONAL
TRUSSES AT 12" O.C. ON
NAILS AT 3" O.C.
CHORD OF TRUSS.
2x No 2. SYP. PLATE
TOP OF WALL
FASTEN PER
FOR INTERIOR
SHEAR WALLS
TOP PLATE w/ 10d
--/
ABOVE BRACING FOR �
SHEARWALL LEGEN[
ONLY
NAILS AT 3" O.C.
ABOVE BRACING FOR
INTERIOR SHEAR
FOR WALL BELOW,
INTERIOR SHEAR WALLSWALLS ONLY BLOCK ALL EDGES
ONLY
FLOOR TRUSS FLOOR TRUSS
PARALLEL TRUSS TO SHEARWALL BRACING
2X4 CONT. LATERAL WOOD
BRACING NAILED TO BOTTOM
CHORD MAXIMUM 10'-0"
SPACING AND AS REQUIRED
BY TRUSS MANUFACTURE
(REFER TO TRUSS NOTES
AND TRUSS LAYOUT FOR
LOCATION)
DIAGONAL LATERAL BRACING DETAIL
2x4 X 24" LONG w/ 16d NAILS
AT 3" O.C. CONNECT EACH
BRACE w/(2) 16d NAILS TO 2x4 MULTI -PLY GIRDER
\7-N
2x4 DIAGONAL BRACING
I TRUSS
TRUSS
(2) 16d NAILS AT
EACH TRUSS, TYP.
2x4 LATERAL BRACING
PLAN VIEW
TYPICAL BRACING TO GIRDER DETAIL
LA
z z
0 0
ez
> C54
wU
t4 o
0
z
PROJECT #: 18-404
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 12/19/18
REVISION -1: 4/15/19
REVISION -2:
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PROJECT #: 18-404
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 12/19/18
REVISION -1: 4/15/19
REVISION -2:
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KEVIN C. MARTIN, PE #80359
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GENERAL NOTES:
1. IT 15 THE INTENT THAT THI5 WORK BE IN CONFORMANCE WITH THE FLORIDA BUILDING CODE 2011, 6TH ED. RESIDENTIAL AND ALL AUTHORITIES HAVING
JURISDICTION OVER THI5 TYPE OF CONSTRUCTION AND OCCUPANCY. CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE
CODES AND REGULATIONS.
2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB5ITE PRIOR TO COMMENCING WORK. CONTRACTOR SHALT_ REPORT
ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK.
3. THESE DOCUMENTS, A5 INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR REPRODUCED WITHOUT
EXPRE55ED WRITTEN CONSENT OF THE ENGINEER.
4. AL DETAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY 51MILAR
51TUATION ELSEWHERE IN THE WORK, EXCEPT WHERE A DIFFERENT DETAIL 15 SHOWN.
5. CONTRACTOR WILL INCORPORATE ALL NECE55ARY LOCAL/STATE/FEDERAL BUILDING, FIRE, AND HANDICAP CODES INTO THE DESIGN AND BASE
PROP05AL FOR A COMPLETE TURN -KEY PROJECT.
6. PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITH ALL TRASH AND DEBRIS REMOVED FROM SITE. ALL WINDOWS AND CLA55
CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL PLUMBING AND TOILET FIXTURES CLEAN AND IN GOOD
WORKING ORDER. CONTRACTOR SHALL HAUL ALL RUBBISH FROM SITE ON A REGULAR BASIS. 00 NOT ALLOW TO ACCUMULATE.
1. CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES AND TAXES. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & WORKMANSHIP FREE FROM
DEFECTS. FOR A PERIOD OF NOT LE55 THAN ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED
WITHOUT ADDITIONAL CHARGE ION AND SHALL INCLUDE INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY
HAVE BEEN DAMAGED THEREBY.
8. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITION ARE THE BEST AVAILABLE DATE OBTAINABLE, BUT ARE NOT
GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL
DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS AT THE 51TE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK 15
PERFORMED BY THE CONTRACTOR OR ANY OF H15 SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT
EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS, SHALL BE A55UMED BY THE CONTRACTOR WITHOUT
REIMBURSEMENT OR COMPENSATION BY THE OWNER.
9. A DE5I6NATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE DETERMINED BY THE OWNER AND IDENTIFIED AT
THE PRE -CONSTRUCTION MEETING.
10. CONTRACTOR PER50NNEL ARE CONFINED TO AREAS OF BUILDING NECE55ARY FOR COMPLETION OF WORK. FREE ACCESS TO ALL PARTS OF THE
BUILDING 15 NOT ALLOWED.
11. CONTRACTOR 15 RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, UNCRATING, SORTING, SETTING IN PLACE, AND PROTECTING
FROM DAMAGE ALL NEW EQUIPMENT FURN15HED BY THE CONTRACTOR. THI5 SHALL XL50 APPLY TO ITEMS FURNISHED BY THE OWNER TO THE
CONTRACTOR.
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING 501L APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES
APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW
CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHIALL BE
155UED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPAWTHAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH THE RULES AND
LAlNS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
13. TERMITE PROTECTION TO BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION 15 COMPLETE. ANY O15TURBED 501L TREATMENT MUST
BE RETREATED.
14. TREATMENT SHALL BE PROTECTED FROM RAINFALL BY 6 MIL VAPOR BARRIER. IF RAINFALL OCCURS BEFORE BARRIER PLACEMENT, SOIL MUST BE
RETREATED.
15. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL BE NON-CIELLUL05E CONTAINING
MATERIALS AND RECEIVE AN APPLICATION OF TERMITICIDE IN ANNULAR SPACE BETWEEN SLEEVE AND PIPE.
ELECTRICAL NOTES:
CON5TRUCTION FLAN5
FOR
NEW SINGLE FAMILY
LOCATED AT
366 5TH STREET
ATLANTIC BEACH, FL 32233
1. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH 2011 FLORIDA BUILDING CODE, 6TH EDITION, RESIDENTIAL AND 2011
NATIONAL ELECTRIC CODE (NEC).
2. ALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH THE 2011 FLORIDA BUILDING
CODE, 2011.
3. ELECTRICAL CONTRACTOR SHALL PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN LIVING, DINING, HALLWAYS, AND BEDROOMS
PER 2011 FBG R3902.12
4. ALL OUTDOOR RECEPTACLES SHALL BE PROTECTED FROM MOISTURE PER 2011 FBG R3905.11
5. ALL PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL COMPLY WITH THE MINIMUM REQUIREMENTS PER FBG -ENERGY
CONSERVATION R404.
6. ELEVATORS SHALL BE IN ACCORDANCE WITH FBG 2011, 5TH ED, SECTION 8321.1
MECHANICAL NOTES:
1. ALL DUCT 51ZING SHALL BE IN ACCORDANCE W/ ACOA MANUAL "0". PROVIDE DUCT TESTING IN ACCORDANCE W/ ASHRAE
STANDARD 152.
2. DUCT LAYOUT AND ALL OTHER MECHANICAL COMPONENTS ARE SHOWN ON THE APPROVED DUCT LAYOUT PLAN INCLUDED IN
THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS.
3. ALL DUCTS & AIR HANDLERS NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED TO BE "SUBSTANTIALLY" LEAK FREE.
4. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL
BE INSTALLED ACCORDING TO FBG R302.5.2
5. ALL INSULATION SPECIFICATIONS ARE INCLUDED IN THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS. IF ANY
INSTALLED INSULATION MATERIALS 00 NOT MATCH THE ENERGY FORMS, NEW CALCULATIONS SHALL BE PERFORMED OR THE
ORIGINAL APPROVED INSULATIONS SHALL BE INSTALLED.
6. ELEVATORS SHALL BE IN ACCORDANCE WITH THE FBG 2011, 5TH ED., SECTION R321.1
FLUMSING NOTES:
1. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIR5T-CLA55 WORKMANLIKE MANNER. THE
COMPLETE SYSTEM SHALL BE FULLY OPERATIVE.
2. ALL EXCAVATION & BACK FILL AS REQUIRED FOR THI5 PHASE OF CONSTRUCTION SHALL BE A PART OF TH15 CONTRACT,
3. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO A VOID INTERFERENCE WITH THE PROCE55 OF CONSTRUCTION.
4. VERIFY LOCATION, SIZE, TRAPS, INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADV15E ENGINEER
OF ANY DISCREPANCIES. ANY 605T RES UL TING FROM DISCREPANCIES NOT REPORTED AT THIS TIME SHALL BE PAID BY THE
CONTRACTOR.
5. WATER PIPING TO BE "PEX OR TYPE "M" OR TYPE"L" COPPER ABOVE OR BELOW GRADE.
6. SOIL, WASTE & VENT PIPING TO BE PVC. #40 DVN.
I. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS
8. WHERE D1551MILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED.
9. INSULATE HOT WATER LINES WITH 1" THICK SNAP ON INSULATION FIRST 6 FEET FROM WATER HEATER.
10. CONDENSATE LINES TO BE COPPER/PVC DEPENDING ON PROJECT REQUIREMENTS.
11. INSULATE WITH 1/2" THICK ARMAFLEX INSULATION.
BUILDING STRUCTURE INFORMATION:
UNCONDITIONED SPACE:
GARAGE........................................................................602
S.F.
MECHANICAL ROOM..................................................10
S.F.
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FRONTPORCH............................................................121
S.F.
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REAR COVERED PORCH (15T FLR.)
......................102 5.F
REAR BALCONY(2ND FLR.)......................................2315.F.
FRONT BALCONY(2ND FLR.)....................................215
S.F.
TOTAL UNCONDITIONED ..........................................
1,941 S.F.
CONPITIONED SPACE:
15T FLOOR ........................... ..............
.....................1,421 S.F.
2NDFLOOR....................................................................2,250
S.F.
TOTAL CONDITIONED:
3,665 S.F.
................................................
TOTALSPACE:.......................................................................5,615
S.F.
TYOE OF CONSTRUCTION..................................................SB
OaUPANCY:................................................ ............... ..... R-3
FI19E SPRINKLERS:................................................................NO
MAO< HEIGHT OF STRUCTURE ....................
WIND BORNE DEBRIS REGION...........................................NO
FLObDZONE.............................................................................X
SHEET NO, PAGE TITLE
A-0..........................................COVER SHEET
A-1..........................................ELEVATIONS
A-2 ..........................
. ................1ST FLOOR PLAN
A-3 .......................................... 2ND FLOOR PLAN & SECTIONS
A-4..........................................ROOF PLAN
A-5..........................................ELECTRICAL PLAN
A-6..........................................FLASHING DETAILS
5-1-5-1 .................................STRUCTURAL PLANS
C-1..........................................DRAINAGE PLAN
NOV ? 1 2019
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VENTILATION CALCULATIONS
VENTILATION REQUiRFn
ATTIC SPACE = 2,450 SOFT
2450 / 300 = 8.2 5QFT
8.2 X 144 = 1,176 50IN
1,176 X 0.5(50%) = 583 50IN NET FREE ROOF VENT REQ'D
1,176 X 0.5(50%) = 56350IN NET FREE SOFFIT VENT REO'D
UPPER ROOF VENT SPECS:
4'-0" VENT PROVIDES 144 50IN NET FREE SPACE
6-0" VENT PROVIDES 216 50IN NET FREE SPACE
8'-0" VENT PROVIDES 288 50IN NET FREE SPACE
UPPER ROOF VENT REQUIREMENTS*
(5) 4'-0" VENT @ 144 $01N = 720
(0) 6-0" VENT @ 216 501N = 0
(0) 8'-0" VENT @ 288 5QIN = 0
TOTAL =7250 50IN NET FREE AREA PROVIDED > 588 50IN REQUIRED
SOFFIT VENTS REQ JIREMENTS•
LIN. FT OF SOFFIT AVAILABLE = 220'
AIR FLOW PER LIN. FT. = 5.89 50IN
TOTAL =2,003 NET FREE SOFFIT AREA PROVIDED >1,003 5QIN REQUIRED
VENTILATION REQUIREMENT5 SHALL BE IN ACCORDANCE
K SECTION 8806.1 OF THE 2017 RE5IDENTIAL FLORIDA BUILDING CODE.
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MEMO
63
GENERAL NOTE5:
1. IT 15 THE INTENT THAT TH15 WORK BE IN CONFORMANCE WITH THE FLORIDA BUILDING CODE 2017, 6TH ED. RE51DENTIAL AND ALL AUTHORITIEE5 HAVING
JUR15DICTION OVER TH15 TYPE OF CON5TRUCTION AND OCCUPANCY. CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE
CODES AND REGULATION5.
2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB5ITE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPORT
ALL DISCREPANCIES THE DRAWINGS AND EX15TING CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK.
3. THESE DOCUMENTS, A5 INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR REPRODUCED WITHOUT
EXPRE55ED WRITTEN CONSENT OF THE ENGINEER.
4. ALL DETAILS AND SECTIONS 5HOWN ON THESE DRANING5 ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY 51MILAR
SITUATION EL5ENHERE IN THE WORK, EXCEPT NHERE A DIFFERENT DETAIL 15 5HONN.
5. CONTRACTOR WILL INCORPORATE ALL NECE55ARY LOCAL/STATE/FEDERAL BUILDING, FIRE, AND HANDICAP CODES INTO THE DESIGN AND BASE
PROP05AL FOR A COMPLETE TURN -KEY PROJECT.
6. PROJECT SHALL BE TURNED OVER TO OWNER IN A CLEAN CONDITION WITH ALL TRASH AND DEBRIS REMOVED FROM SITE. ALL WINDOWS AND CLA55
CLEAN, ALL FLOORS CLEAN, ALL HORIZONTAL SURFACES DUSTED AND CLEANED, AND ALL PLUMBING AND TOILET FIXTURES CLEAN AND IN GOOD
WORKING ORDER. CONTRACTOR SHALL HAUL ALL RUBBI5H FROM 51TE ON A REGULAR BASIS. DO NOT ALLOW TO ACCUMULATE.
7. CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES AND TAXES. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & NORKMAN5HIP FREE FROM
DEFECTS. FOR A PERIOD OF NOT LE55 THAN ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED
WITHOUT ADDITIONAL CHARGE ION AND SHALL INCLUDE INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION YVHICH MAY
HAVE BEEN DAMAGED THEREBY.
5. DIMENSIONS INDICATED ON THE DRANINC75 IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE DATE OBTAINABLE, BUT ARE NOT
GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL
DIMENSIONS, GRADE5, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS AT THE 51TE TO AVOID CONSTRUCTION ERRORS. IF ANY NORK 15
PERFORMED BY THE CONTRACTOR OR ANY OF H15 SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT
EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING LIMITATIONS, SHALL BE A55UMED BY THE CONTRACTOR WITHOUT
REIMBURSEMENT OR COMPENSATION BY THE OWNER.
q. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE DETERMINED BY THE OWNER AND IDENTIFIED AT
THE PRE-CON5TRUCTION MEETING.
10. CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETION OF WORK. FREE ACCE55 TO ALL PARTS OF THE
BUILDING 15 NOT ALLOWED.
11. CONTRACTOR 15 RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, UNCRATING, SORTING, SETTING IN PLACE, AND PROTECTING
FROM DAMAGE ALL NEW EQUIPMENT FURN15HED BY THE CONTRACTOR. TH15 SHALL AL50 APPLY TO ITEMS FURN15HED BY THE OWNER TO THE
CONTRACTOR.
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGI5TERED TERMITICIDE5, INCLUDING 501L APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES
APPLIED TO WOOD, OR OTHER APPROVED METH005 OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEPN
CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE
155UED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANYTHAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH THE RULES AND
LAN5 ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 5ERVICE5.
13. TERMITE PROTECTION TO BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION 15 COMPLETE. ANY 015TURBED 501L TREATMENT MUST
BE RETREATED.
14. TREATMENT SHALL BE PROTECTED FROM RAINFALL BY 6 MIL VAPOR BARRIER. IF RAINFALL OCCURS BEFORE BARRIER PLACEMENT, 501L MUST BE
RETREATED.
15. PROTECTIVE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL BE NON-CELLUL05E CONTAINING
MATERIALS AND RECEIVE AN APPLICATION OF TERMITICIDE IN ANNULAR 5PACE BETWEEN SLEEVE AND PIPE.
ELECTRICAL NOTE5:
i
CON5TRUCTION PLAN5ry
S.F.
MECHANICAL ROOM..................................................70 5.F.
FOR
5.F.
REAR COVERED PORCH (15T
NEW 51NOLE FAMILY
REAR BALCONY(2ND FLR.)......................................237
S.F.
LOCATED AT
....................................215 S.F.
TOTAL UNCONDITIONED ..........................................
3(o(o!5TH 5TREET
CONDITIONED SPACE:
ATLANTIC, BEACH, FL 32233
2NDFLOOR....................................................................2,250
S.F.
1. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE KITH 2017 FLORIDA BUILDING CODE, 6TH EDITION, RESIDENTIAL AND 2011
NATIONAL ELECTRIC CODE (NEC).
2. ALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH THE 2011 FLORIDA BUILDING
CODE, 2017.
3. ELECTRICAL CONTRACTOR SHALL PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN LIVING, DINING, HALLNAY5, AND BEDROOMS
PER 2017 FBC R3g02.12
4. ALL OUTDOOR RECEPTACLES SHALL BE PROTECTED FROM M015TURE PER 2017 FBC R3g05.11
5. ALL PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL COMPLY WITH THE MINIMUM REaUIREMENT5 PER FBG -ENERGY
CONSERVATION R404.
6. ELEVATORS SHALL BE IN ACCORDANCE WITH FBC 2017, 5TH ED, SECTION R321.1
MECHANICAL NOTE5:
1. ALL DUCT SIZING SHALL BE IN ACCORDANCE N/ ACOA MANUAL "D". PROVIDE DUCT TESTING IN ACCORDANCE N/ A5HRAE
STANDARD 152.
2. DUCT LAYOUT AND ALL OTHER MECHANICAL COMPONENTS ARE SHOWN ON THE APPROVED DUCT LAYOUT PLAN INCLUDED IN
THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS.
3. ALL DUCTS & AIR HANDLERS NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED TO BE "SUBSTANTIALLY" LEAK FREE.
4. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILING5 5EPARATING THE DWELLING FROM THE GARAGE SHALL
BE INSTALLED ACCORDING TO FBG R302.5.2
5. ALL INSULATION 5PECIFICATION5 ARE INCLUDED IN THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS. IF ANY
INSTALLED INSULATION MATERIALS DO NOT MATCH THE ENERGY FORMS, NEW CALCULATIONS SHALL BE PERFORMED OR THE
ORIGINAL APPROVED INSULATIONS SHALL BE INSTALLED.
6. ELEVATORS SHALL BE IN ACCORDANCE WITH THE FBG 2017, 5TH ED., SECTION R321.1
PLUMBING NOTE5:
1. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIR5T-CLA55 WORKMANLIKE MANNER. THE
COMPLETE SYSTEM SHALL BE FULLY OPERATIVE.
2. ALL EXCAVATION & BACK FILL A5 REQUIRED FOR TH15 PHASE OF CONSTRUCTION SHALL BE A PART OF TH15 CONTRACT,
3. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO A VOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION.
4. VERIFY LOCATION, SIZE, TRAPS, INVERTS OF ALL EX15TING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADVISE ENGINEER
OF ANY 015CREPANCIE5. ANY C05T RES UL TING FROM DISCREPANCIES NOT REPORTED AT TH15 TIME SHALL BE PAID BY THE
CONTRACTOR.
5. WATER PIPING TO BE "PEX" OR TYPE "M" OR TYPE "L" COPPER ABOVE OR BELOW GRADE.
6.501L, NA5TE & VENT PIPING TO BE PVC. #40 DVN.
7. ALL FIXTURES MUST BE PROVIDED KITH READILY ACCESSIBLE STOPS
5. NHERE 01551MILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED.
q. INSULATE HOT NATER LINES WITH 1" THICK SNAP ON INSULATION FIRST 6 FEET FROM NATER HEATER.
10. CONDENSATE LINES TO BE COPPER/PVC DEPENDING ON PROJECT REQUIREMENT5.
11. INSULATE KITH 1/2" THICK ARMAFLEX INSULATION.
BUILDING 5TRUCTURE INFORMATION:
UNCONDITIONED SPACE:
GARAGE........................................................................602
S.F.
MECHANICAL ROOM..................................................70 5.F.
FRONTPORCH............................................................121
5.F.
REAR COVERED PORCH (15T
FLR.)......................702 5.F
REAR BALCONY(2ND FLR.)......................................237
S.F.
FRONT BALCONY(2NO FLR.)
....................................215 S.F.
TOTAL UNCONDITIONED ..........................................
1,g47 5.F.
CONDITIONED SPACE:
15TFLOOR....................................................................1,421 S.F.
2NDFLOOR....................................................................2,250
S.F.
TOTAL CONDITIONED:................................................3,665
S.F.
TOTiINL SPACE: .......................................................................
5,61 a 5.F.
TYPE OF CONSTRUCTION..................................................5B
OCCUPANCY: .......................................................................... R-3
FIRE SPRINKLERS: ................................................................ NO
MAX HEIGHT OF STRUCTURE............................................31'
WIND BORNE DEBRIS REGION...........................................NO
FLOODZONE.............................................................................X
SHEET NO.
A-0..........................................COVER
PAGE TITLE
SHEET
A-1..........................................ELEVATIONS
A-2 ..........................................1
ST FLOOR PLAN
A-3..........................................2ND FLOOR PLAN & SECTIONS
A-4..........................................ROOF PLAN
A-5..........................................ELECTRICAL PLAN
A-6..........................................FLASHING DETAILS
5-1 - 5-7.................................STRUCTURAL
PLANS
C-1..........................................DRAINAGE
PLAN
"IMUNITY DEVELOPMENT
APPROVED
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VENTILATION CALCULATIONS
VENTILATION REQUIRED:
ATTIC 5PAGE = 2,450 5QFT
2450 / 300 = 8.2 5QFT
8.2 X 144 = 1,116 5QIN
1,116 X 0.5(50%) = 558 5QIN NET FREE ROOF VENT REQ'D
1,1'16 X 0.5(50%) = 5885QI N NET FREE SOFFIT VENT REQ'D
UPPER ROOF VENT SPEC S:
4'-0" VENT PROVIDE5 144 5QIN NET FREE 5PAGE
6-0" VENT PROVIDE5 216 5QIN NET FREE 5PAGE
8'-0" VENT PROVIDE5 288 5QIN NET FREE 5PAGE CO
UPPER ROOF VENT REQUIREMENTS: */,
(5) 4'-0" VENT @ 144 5QIN = 120
(0) 6-0" VENT @ 216 5QIN = 0 ,ci oF�tC`
(0) 8'-0" VENT @ 288 5QIN = 0 'Q0 l0/p
TOTAL = 1250 5QIN NET FREE AREA PROVIDED > 588 5QIN REQUIRED ���j
SOFFIT VENTS REQUIREMENTS '✓
LIN. FT OF SOFFIT AVAILABLE = 220'
AIR FLOW PER LIN. FT. = 5.89 5QIN
TOTAL= 2,003 NET FREE SOFFIT AREA PROVIDED >1,003 5QIN REQUIRED
VENTILATION REGtUIREMENT5 5HALL BE IN ACCORDANCE
W/ SECTION R806L1 OF THE 201'1 RE5IDENTIAL FLORIDA BUILDING CODE. .
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GENERAL NOTES:
�II�iNlfoll�'�I■IID
1. IT 15 THE INTENT THAT TH15 WORK BE IN CONFORMANCE WITH THE FLORIDA BUILDING CODE 2011, 6TH ED. RESIDENTIAL AND ALL AUTHORITIES HAVING
JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. CONTRACTOR SHALL DO THEIR WORK IN GONFORMANGE WITH ALL APPLICABLE
CODES AND REGULATIONS.
2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB5ITE PRIOR TO COMMENCING WORK. CONTRACTOR SHALL REPORT
ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK,
3. THESE DOCUMENTS, A5 INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR REPRODUCED WITHOUT
EXPRESSED WRITTEN CONSENT OF THE ENGINEER.
4. ALL DETAILS AND SECTIONS SHOWN ON THESE DRANIN675 ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR
51TUATION ELSEWHERE IN THE WORK, EXCEPT WHERE A DIFFERENT DETAIL 15 SHOWN.
5. CONTRACTOR WILL INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILDING, FIRE, AND HANDICAP CODE5 INTO THE DESIGN AND BASE
PROP05AL FOR A COMPLETE TURN -KEY PROJECT.
6. PROJECT SHALL BE TURNED OVER TO OWNER IN A GLEAN CONDITION WITH ALL TRASH AND DEBRIS REMOVED FROM 51TE. ALL NINDON5 AND CLA55
GLEAN, ALL FLOORS GLEAN, ALL HORIZONTAL SURFACES DUSTED AND GLEANED, AND ALL PLUMBING AND TOILET FIXTURES GLEAN AND IN 6000
WORKING ORDER. CONTRACTOR SHALL HAUL ALL RUBBISH FROM 51TE ON A REGULAR BASIS. DO NOT ALLOW TO ACCUMULATE.
1. CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES AND TAXES. CONTRACTOR SHALL GUARANTEE ALL MATERIALS & 1NORKMAN51lIP FREE FROM
DEFECTS. FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED
WITHOUT ADDITIONAL CHARGE ION AND SHALL INCLUDE INGLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY
HAVE BEEN DAMAGED THEREBY.
5. DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE DATE OBTAINABLE, BUT ARE NOT
GUARANTEED. BEFORE PROGEEDING WITH ANY WORK DEPENDENT ON THE DATA INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL
DIMENSIONS, GRADES, LINES, LEVELS, OR OTHER CONDITIONS OF LIMITATIONS AT THE 51TE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK 15
PERFORMED BY THE CONTRACTOR OR ANY OF HI5 SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF APPLICABLE DATA, AT RESULTANT
EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO EXISTING LIMITf�TIONS, SHALL BE A55UMED BY THE CONTRACTOR YNITHOUT
REIMBURSEMENT OR COMPENSATION BY THE OWNER.
9. A DESIGNATED LOCATION FOR 5TORA6E OF CONSTRUCTION MATERIAL AND EQUIPMENT SHALL BE DETERMINED BY THE OWNER AND IDENTIFIED AT
THE PRE-GON5TRUCTION MEETING.
10. CONTRACTOR PER50NNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETION OF WORK. FREE ACCESS TO ALL PARTS OF THE
BUILDING IS NOT ALLOWED.
11. CONTRACTOR 15 RESPON51BLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, UNGRATINO, SORTING, SETTING IN PLACE, AND PROTECTING
FROM DAMAGE ALL NEW EQUIPMENT FURNISHED BY THE CONTRACTOR. TH15 SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE
CONTRACTOR.
12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGIDE5, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES
APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW
CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE
ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: THE BUILDING HAS
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE YNITH THE RULES AND
LAW5 ESTABL15HED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.
13. TERMITE PROTECTION TO BE DONE AFTER ALL EXCAVATION, BACKFILLING AND GOMPAGTION 15 COMPLETE. ANY 015TURBED SOIL TREATMENT MUST
BE RETREATED.
14. TREATMENT 5HAL1.- BE PROTECTED FROM RAINFALL BY 6 MIL VAPOR BARRIER. IF RAINFALL OCCURS BEFORE BARRIER PLACEMENT, 501L MUST BE
RETREATED.
15. PROTECTIVE SLEEVES AROUND METALLIC, PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL BE NON-CELLUL05E CONTAINING
MATERIALS AND RECEIVE AN APPLICATION OF TERMITICIDE IN ANNULAR 5PAGE BETNEEN SLEEVE AND PIPE.
ELECTRICAL NOTES:
II
. 1
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NEW 5INGLE FAMILY
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366 5TH STREET �
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ATLANTIC BEACH, FL 32233 I
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1. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH 2011 FLORIDA BUILDING CODE, 6TH EDITION, RESIDENTIAL AND 2011
NATIONAL ELECTRIC CODE (NEC,).
2. ALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH THE 2011 FLORIDA BUILDING
GODS, 2011.
3. ELECTRICAL CONTRACTOR SHALL PROVIDE ARG -FAULT CIRCUIT INTERRUPTERS IN LIVING, DINING, HALLNAY5, AND BEDROOMS
PER 2011 FBG R3902.12
4. ALL OUTDOOR RECEPTACLE=S SHALL BE PROTECTED FROM MOISTURE PER 2011 FBG R3905.11
5. ALL PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL COMPLY 1NITH THE MINIMUM REaUIREMENT5 PER FBG -ENERGY
CONSERVATION R404.
6. ELEVATORS SHALL BE IN ACCORDANCE WITH FBG 2011, 5TH ED, SECTION R321.1
MECHANICAL NOTES:
1. ALL DUCT SIZING SHALL BE IN ACCORDANCE Wl AGCA MANUAL "D". PROVIDE DUCT TESTING IN ACCORDANCE N/ A5HRAE
STANDARD 152.
2. DUCT LAYOUT AND ALL OTHER MECHANICAL COMPONENTS ARE 5HONN ON THE APPROVED DUCT LAYOUT PLAN INCLUDED IN
THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS.
3. ALL DUCTS & AIR HANDLERS NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED TO BE "SUBSTANTIALLY" LEAK FREE.
4. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL
BE INSTALLED ACCORDING TO FBG R302.5.2
5. ALL INSULATION SPECIFICATIONS ARE INCLUDED IN THE ENERGY CALCULATION PACKAGE PERFORMED BY OTHERS. IF ANY iol
INSTALLED INSULATION MATERIALS DO NOT MATCH THE ENERGY FORMS, NEW CALCULATIONS SHALL BE PERFORMED OR THE
ORIGINAL APPROVED INSULATIONS SHALL BE INSTALLED.
6. ELEVATORS SHALL BE IN ACCORDANCE WITH THE FBG 2011, 5TH ED., SECTION R321.1
PLUMBING NOTF.5:
1. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING GONTRAGTOR IN A FIR5T-CLA55 WORKMANLIKE MANNER. THE
COMPLETE 5Y5TEM SHALL BE FULLY OPERATIVE.
2. ALL EXCAVATION & BACK FILL A5 REQUIRED FOR TH15 PHASE OF CON5TRUGTION SHALL BE A PART OF TH15 CONTRACT,
3. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO A VOID INTERFERENGE WITH THE PROCE55 OF CONSTRUCTION.
4. VERIFY LOCATION, SIZE, TRAPS, INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ADV15E ENGINEER
OF ANY 015GREPANGIE5. ANY COST RES UL TING FROM 015GREPANGIE5 NOT REPORTED AT TH15 TIME SHALL BE PAID BY THE
CONTRACTOR.
5. WATER PIPING TO BE TYPE "M" OR TYPE "L" COPPER ABOVE OR BELOW GRADE.
6. SOIL, NA5TE & VENT PIPING TO BE PVC. #40 DVN.
1. ALL FIXTURES MUST BE PROVIDED KITH READILY AGGE551BLE STOPS
S. NHERE 01551MILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED.
9. INSULATE HOT NATER LINES WITH 1" THICK SNAP ON INSULATION FIRST 8 FEET FROM NATER HEATER. "
10. CONDENSATE LINES TO BE GOPPER/PVG DEPENDING ON PROJECT REQUIREMENTS.
11. INSULATE 1NITH 1/2" THIGK ARMAFLEX INSULATION,
BUILDING STRUCTURE INFORMATION:
UNCONDITIONED SPACE:
GARAGE........................................................................602 S.F.
MECHANICAL ROOM..................................................10 5.F.
FRONT PORCH ......................... .........121 5.F.
REAR COVERED PORCH (15T FLR.)......................102 5.F
REAR BALCONY(2NO FLR.)......................................237 5.F.
FRONT BALGONY(2ND FLR.)....................................215 S.F.
TOTAL UNCONDITIONED .......................................... 1,941 5.F.
CONDITIONED SPACE:
15TFLOOR....................................................................1,421 5. F.
2NDFLOOR....................................................................2,250 S.F.
TOTAL CONDITIONED: ................................................ 3,665 S.F.
TOTALSPACE:.......................................................................5,618 5.F.
TYPE OF CONSTRUCTION..................................................5B
OC G U P A N C Y:.......................................................................... R-3
FIRE SPRINKLERS: ................................................................ NO
MAX HEIGHT OF STRUCTURE............................................31,
WIND BORNE DEBRIS REGION...........................................NO
FLOODZONE.............................................................................X
.
SHEET NO. PAGE TITLE
G- 1..........................................COVER SHEET
A-1..........................................ELEVATIONS
A -2 ..........................................15T FLOOR PLAN
A-3..........................................2ND FLOOR PLAN & SECTIONS
A-4 .......................................... PLAN
A-5..........................................ELECTRICAL PLAN
A-6..........................................FLASHING DETAILS
.................................STRUCTURAL PLANS
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"' o AHU IN — — — J
n ATTIC,
HEADER PER FRAMING PLAN I BED 2 � I ¢ <= I SPACE — — — v m i D16 in
L "� Q��1
WINDOW UNIT AS PER ELEVATIONS - I q GLG — - — t t z V I BED 1
AND FLOOR PLAN _ 1 BATH 1 q' GLG
`n <� t q'GLG
R-13 BATT INSULATION MIN, WINDOW BILL PER BUILDERS I / I t J L _
SEE ENERGY FORMS FOR INSULATION SPECS. SPEC. CAULKED @ WINDOW I von BATH 2 � - ]ID
(SEE FLASHING DETAILS) I
q'01_6 - "� - I I d- I Z I
m in v� FUTURE J V Lo I
APPROVED VAPOR BARRIER OVER 7/16" O.S.B. 2x6 OR 2x4 SILL PLATE I _ _ , m v E� VA \ R I Pill- X I J DOb In
¢ '
9 ; I , L
®I \ L— D 5HOWER m z v
SHEATHING 1/2" GYPSUM -BOARDS WALLS 0 1 0 / �
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& CEILINGS, U.N.O. — — — — —
EXTERIOR FINISH PER ELEVATIONS. 2x6 EXT. FRAMING 16" 104 Noa Nos
@ No; ma 2'-6" 5'-6" Not
D.G. RAILING5/GUARD5 W02 NO2
2xb OR 2x4 P.T. 50LE PLATE(5EE FRAMING PLAN FOR 0'-0" FIN. FLR. 2'-3" 1 t_q
PER FBG -R312.1 „ ,�
SPEGs) 0_�ff 8'-6" - 5'-6" 4'-3" 3''-g"/\t 11 2-q 2-10 2-5 4-5 3-11 SEE FOUNDATION PLAN FOR ALL FOOTING DETAILS.I_
THIS 15 FOR ILLUSTRATION ONLY AND MAY NOT = III=III 12 -b S'-4" b'-2 2'-10"
REFLECT THE ACTUAL FOUNDATION SYSTEM. I=III 61-2"
TYP. EXTERIOR HALL SECTION
1/2"= 1 1-011
BASE MOLDING
FIN15H FLOORING
PLYWOOD 5UBFLOOR
AT TREAD AND RISER
FULL 5TRINGER
10" MIN. TREAD
EQUALLY SPACED RISERS
T 3/4" MAX R15ER
i
NOTCHED
STRINGER
STAIRS, RAILINGS, & GUARD5 TO BE
IN ACCORDANCE w/ R311.5 & R312.1
INTERIOR 5TAIR DETAIL
1 11= 1 1-011
ININOON
56HEDULE
NUMBER
DOOR 5GHEDULE
NUMBER
QTY
IFLOOR
51ZE
OE5GRIPTION COMMENTS
001
1
12
3080 L EX
EXT. HINGED-GLA55 PANEL
002
1
12
2068 L IN
HINGED -DOOR PO4
003
2
12
2668 L IN
HINGED -DOOR PO4
004
2
12
2868 L IN
HINGED -DOOR PO4
005
1
12
2468 L IN
HINGED -DOOR PO4
006
2
2
2668 R
POCKET -DOOR PO4
007
1
2
2668 R IN
HINGED-5CO3 GLA55 DOOR
DOS
1
2
2666 L
POCKET -DOOR PO4
O0q
3
2
2868 R IN
HINGED -DOOR PO4
010
1
12
5080 R EX
EXT. 5LIDER-GLA55 PANEL
D11
1
12
6068 L EX
EXT. 5LIDER-GLA55 PANEL
012
1
2
6068 R EX
EXT. 5LIDER-GLA55 PANEL
013
1
2
2868 L
POCKET -DOOR PO4
014
1
2
3080 R EX
EXT. HINGED-GLA55 PANEL
015
1
2
3068 R IN
HINGED -DOOR PO4
016
2
2
2666 R IN
HINGED -DOOR PO4
ININOON
56HEDULE
NUMBER
QTY
FLOOR
51ZE
DESCRIPTION
COMMENTS
1401
2
2
20405H
51NGLE HUNG
<LuU-
1402
2
2
20505H
51NGLE HUNG
1403
2
2
2880FX
FIXED GLA55
HAZ. GLAZ. PER
FBG -R308.4.3
1N04
4
2
26505H
51NGLE HUNG
z
1405
2
2
35505H
51NGLE HUNG
1N06
2
2
36505H
SINGLE HUNG
07
1N07
1
2
36205H
51NGLE HUNG
HAZ. GLAZ. PER
FBG -R308.4.5
1N08 1
2
2 120405H
151NOLE
HUNG
HAZ. GLAZ. PER
FBG -R308.4.5
78'-2"
I
I
m
56ALE: 1/4" = V_0��
COMMUNITY DEVELOPMENT
DENIED
SQUARE FEETTAnB ATION•
UNCONDITIONED 5PAGE:
GARAG
E........................................................................602 5. F.
MECHANICAL ROOM .................................... ..70 5.F.
FRONT PORCH ............. ........121 5.F.
REAR COVERED PORCH (15T FLR.)......................7025.F
REAR BALCONY(2N0 FLR.)......................................237 5.F.
FRONT BALCONY(2ND FLR.
) ....................................215 5.F.
TOTAL UNCONDITIONED..........................................1,847 5.F.
ONDITIONED 5PAGE:
15TFLOOR....................................................................1,421 5.F.
2NDFLOOR....................................................................2,250 5,F.
TOTAL CONDITIONED: 3,665 5.F.
TOTAL 5PAGE:.......................................... 5,618 5.F.
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E
N.T.5.
O.H.
N.T.5.
ARCH ROOF
5CALE: 1/4" = V-0"
VENTILATION CALCULATIONS
VENTILATION REQUIRED:
ATTIC SPACE =:2,450 SOFT
2450 / 300 = 8.2 SQFT UN/rYD
8.2 X 144 = 1,116 5QIN O ^
1,116X0.5(50%) =55650INNET FREE ROOF PENT REQ'D �OjOp)
1,116 X 0.5(50%) = 588501 N NET FREE SOFFIT VENT REO'D
UPPER ROOF VENT SPECS -
4' -0" VENT PROVIDE5144 5QIN NET FREE SPACE
6-0" VENT PROVIDES 216 50IN NET FREE SPACE
S'-0" VENT PROVIDE5288 50IN NET FREE SPACE
UPPER ROOF VENT 8tQUIREMENTS-
(5) 4'-0" VENT @ 144 5GtIN =120
(0)6-0"VENT @a 21650IN=0
(0) 5'-0" VENT @ 256 50IN = 0
TOTAL =1250 50IN NET FREE AREA PROVIDED > 588 50IN REQUIRED
SOFFIT VENTS REQUIREMENTS*
LIN. FT OF SOFFIT AVAILABLE = 220'
AIR FLOYV PER LIN. FT. = 5.89 50IN
TOTAL = 2,003 NET F I
EE SOFFIT AREA PROVIDED >1,003 5QIN REQUIRED
VENTILATIA REQUIREMENTS SHALL BE IN ACCORDANCE
kV/ SECTION 8806.1 OF THE 2011 RESIDENTIAL FLORIDA BUILDING CODE.
DATE:
4/16/2019
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ELECTRICAL NOTES:
1. ELECTRICAL CONTRACTOR SHALL PROVIDE ARC -FAULT
CIRCUIT INTERRUPTER5 IN ALL BRANCH CIRCUITS THAT Ilk
5UPPLY 120 -VOLT, 51NGLE PHASE, 15 & 20 AMP OUTLETS IN
LIVING ROOM5, DINING ROOM5, HALLWAY5, BEDROOM5,
DEN5, 5UNROOM5, RECREATION ROOMS, CL05ET5, OR
51MILAR AREA5 PER 2011 FBG R3902.16
2. ALL PERMANENTLY IN5TALLED LIGHTING FIXTURES 5HALL
COMPLY WITH THE MINIMUM REQUIREMENTS FOR HIGH -
EFFICACY LAMP5 PER FBG -ENERGY CON5ERVATION R404
ELECTRICAL - DATA - AUDIO LEGEND
SYMBOL
DESCRIPTION
Ceiling Fan
WM
Ventilation Fans: Ceiling Mounted, Wall Mounted
0 S ® U
Ceiling Mounted Light Fixtures: Surface/Pendant,
Recessed, Heat Lamp, Low Voltage
®
Wall Mounted Light Fixtures: Flush Mounted,
Wall Sconce
m
m
Chandelier Light Fixture
0
Fluorescent Light Fixture
Q
240V Receptacle
^ WP( 1FC0
110V Receptacles: Duplex, Weather Proof, GFCI
"P$ 3$ 4$
Switches: Single Pole, Weather Proof, 3 -Way, 4 -Way
"$ '$
Switches: Dimmer, Timer
AV Control A$
Audio Video: Control Panel, Switch
SP gp
Speakers: Ceiling Mounted, Wall Mounted
C5 "'l 7 n
Wall Jacks: CATS, CAT5 + TV, TV/Cable
g
Telephone Jack
Intercom
Q
Thermostat
a Q
Door Chime, Door Bell Button
so sm, 15
Smoke Detectors: Ceiling Mounted, Wall Mounted
EP
Electrical Breaker Panel
I
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WM
MMI
-M)
0
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5CALE: 1/4" = V-0"
SCALE: 1/4" = V-0"
OMMUNITY DEVELOPMEN
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TYPICAL WALL
WOOD SIDING
WOOD FURRING
TYVEK HOMEWRAP
7/16" PLYWOOD SHEATHING
2"x4" WOOD STUDS
w/ R13 BATT INSULATION
1/2" GYPSUM BOARD
LAP AND TAPE TYVEK
AT JOINTS
TYPICAL WALL ISOMETRIC
RESIDENTIAL WOOD FRAME STRUCTURE w/ L
WINDOW WITH
INTEGRAL MOUNTING
FLANGE
MINIMALLY EXPANDINC
POLYURETHANE FOAM OF
APPROVED CAULP
(AROUND WINDOW RSO
WRAP TYVEK INTO
OPENING & TAPE TO
SILL (ESP. @ CORNERS)
USING TYVEK FLEXWRAP
LAP & TAPE TYVEK
AT JOINTS (UPPER SHEET
OVER LOWER SHEET)
FASTEN
CORNER L
INSTALL
AROUND PERIN
Wll \DO � • �111L LL 11 11L
RESIDENTIAL WDOD FRAME STRUCTURE W/
Y4BATHER BARRIER
ROOFING SHINGLES
MEMBRANE TYPE EAVE
PROTECTION
(48" HIGH MIN.)
ROOF SHEATHING c/w H CLIPS
2"x2" WOOD FURRINGS
1/2" PLYWOOD
WOOD ROOF RAFTERS
BATT IN
CEILING JOISTS
1/2" GYPSUM BOARD
EXTEND CUT PLYWOOD TO
TYVEKa HEADER WRAPA ALLOW FOR VENTILATION
AT TOP PLATE BETWEEN WOOD FURRINGS
OVER SHEATHING
,TAPE TYVEKAT JOINTS
1/2" GYPSUM BOARDy EAVESTROUGH
(SEAL ALL JOINTS/
& PENETRATIONS)ZL
FASCIA
XAYAK T'PSEK® TO L— TYPICAL VLENTED SOFFIT
FT IEYM BOAPO J -TRIM WOOD SIDING
WOOD FURRING
TYVEK6 HOMEWRAP
7/16" PLYWOOD SHEATHING
2"x4" WOOD STUDS
w/ R-13 BATT INSULATION
1/2" GYPSUM BOARD
ROOF/ WALL INTERFACE DETAIL
RESIDENTIAL WOOD FRAME STRUCTURE W/(COOLING CLIMTM
-W= SIDING
TYPICAL WALL
WOOD SIDING
WOOD FURRING
TYVEK HOMEWRAP
7/16" PLYWOOD SHEATHING
2"x4" WOOD STUDS
w/ R-13 BATT INSULATION
1/2" GYPSUM BOARD
INSTALL TYVEK FLEXWRAP
OVER MOUNTING FLANGE. LAP
MINIMALLY EXPANDING TYVEK & TAPE JOINTS.
OPTIONAL BACKDAM DETAIL
WHEN USING 9" WIDE
DUPONT' FLEXWRAPT'NF
PEEL LARGEST STRIP OF
RELEASE PAPER FIRST.
'OLYURETHANEFOAM OR
APPROVED CAULK —
(AROUND WINDOW RSO)
WINDOW WITH
INTEGRAL MOUNTING
FLANGE
WINDOW HEAD DETAIL
RESIDENTIAL WOOD FRAME STRUCTURE W/ WOOD SIDING (COOLING CUMATE�
v 0
SW
0 0
DUPONT' TYVEK Of
0 0 0 0 TAP
0 0 0
NO GAPS IN 0 0 0
CORNERS
0 0 0
C01- NCAPPECi \ O
0
_ _ OapOpe� 0 0 0 0
t= 0 S-
U 0 0 0
Rp.KE��IGF
11-1/2" to 12-1/2"
1"to 1-1/2"
n
UNDER
LAYMEN
T
ENP
SPP
ep pG-
O�t\P V -
11-1/2" to 12-1/2"
1" to 1-1/2"
O O
SHINGLE NAILING
NOTE: DETAILS ARE FOR SLOPES OF 3:12 OR GREATER,
FOR SLOPES BELOW 3:12, ALL ROOFING UNDERLAYMENT
SHALL BE SELF ADHERING SHEET MEMBRANE APPROVED
BY THE SHINGLE MANUFACTURER FOR USE ON LOW
SLOPE ROOFING PROJECTS
PLACE SHINGLES 3/8"
OVER EAVE & RAKE
EDGES TO PROVIDE DRIP
EDGE
ALONG RAKES, CEMENT
SHINGLES TO UNDERLAYMENT
& EACH OTHER IN A 4" WIDT
OF ASPHALT PLASTIC ROOF
CEMENT
NON -CORRODING
MTL EAVE DRIP
TRIM 6"-7" FROM END
OF FIRST SHINGLE
TRIM TABS FROM ALL
STARTER COURSE
SHINGLES
STARTER COURSE
PLACE SHINGLES CLOSE
TOGETHER BUT DO NOT
CROWD
ALONG RAKES, CEMENT
SHINGLES TO UNDERLAYMENT
& EACH OTHER INA 4" WIDTH
OF ASPHALT PLASTIC ROOF
CEMENT
NGN-CORRODING PLACE SHINGLES 3/8"
MTL EAVE DRIP OVER EAVE & RAKE
EDGES TO PROVIDE DRIP
EDGE
FIRST COURSE
STEP 8 STEP 7 0 STEP 6 0 STEP 5
A. INSTALL THE SILL FLASHING. REMOVE THE 0 A. PREPARE THE SILL FLASHING BY CUTTING 0 A. FLIP THE CUT HEAD FLAP UPWARD TO 0 A. FOLD SIDE FLAPS INTO ROUGH
LARGEST STRIP OF RELEASE PAPER, ALIGN PIECE OF DUPONTTM FLEXWRAPTM NF THAT IS EXPOSE THE SHEATHING AND OPENING AND SECURE TO INSIDE WALL,
THE FLASHING WITH THE INTERIOR EDGE OF AT LEAST 12" LONGER THAN THE SILL LENGTH. TEMPORARILY SECURE WITH DUPONTTM SECURE TO INSIDE WALL WITH TYVEK WTAPE
SILL AND INSTALL INTO ROUGH OPENING B. USE 6" DUPONTTM FLEXWRAPTM NF FOR 2"x TYVEK @/ TAPE. OR DUPONTTM TYVEK @/ WRAP CAP
ACROSS SILL AND UP JAMBS (6"MIN.).
4"
B. APPLY WORKING FROM THE MIDDLE OF
FRAMING AND 9" DUPONTTM FLEXWRAPTM NF
THE
FOR 2"x 6" FRAMING.
SILL TOWARDS THE SIDES. SECURE
C. INSPECT INSTALLATION SURFACE TO
DUPONTTM FLEXWRAPTM NF TIGHTLY INTO
ENSURE
THE CORNERS BY FIRST WORKING IN ALONG
THE SURFACE IS FREE OF DIRTAND
THE SILL BEFORE ADHERING UP THE JAMBS.
SUBSTANCES THAT COULD INTERFERE WITH
C. DO NOT STRETCH MATERIAL ALONG THE
ADHESION AS WELLAS ANY SHARP
SILL
PROTRUSIONS.
OR JAMBS.
c
-�
�- 2
EXTEND KICK -OUT 2" n
1L
=
BEYOND FASCIA
0
5
0
FELT UNDERLAYMENT
%Ds
zII-m
SHINGLE ROOFING
0
MTL DRIP EDGE
th
FASCIA NOTE: INSTALL KICKOUT
FLASHING AT BOTTOM OF
w
ROOF & WALL INTERSECTIONS
WATER
0 0
TIGHT
WALL/KICKOUT FLASHING DETAIL
SEA`
N.T.S.
W
U—
0
0
ui
>_
0
J
m
w
�
o
SEAu'NT
0
_OW
w
w
W
q,,
0
Q
0
W
0
0
m
STEP 16 0
A. TAPE ALL CUTS IN DUPONTTM TYVEK @/WRB AND 0
STEP 17
z
TAPE
ACROSS HEAD OF THE WINDOW WITH DUPONT(TM)
TYVEK(R) TAPE, 4" DUPONTTM FLASHING TAPE OR
DUPONTTM STRAIGHTFLASHTM.
A. INSTALL DUPONTTM RESIDF-NTIAL SEALANT OR
zt
RECOMMENDED SEALANT (AND BACKER ROD AS
NECESSARY) AROUND THE WINDOW OPENING AT THE
\
INTERIOR. IT IS ALSO ACCEPTABLE• I TO USE DUPONTTM
WINDOW AND DOOR FOAM OR RE'=MENDED FOAM AT
THE INTERIOR CAVITY OF THE JAVIBS AND HEAD. IF FOAM
IS USED AT THE SILL, RECOMMENDED SEALANT SHOULD
\
BE USED AT THE SILLAREA BEHIN D THE FOAM TO ENSURE
A PROPER WATER SEAL.
i
FASTENERS
VALLEY SHINGLE INSTALLATION:
INSTALL SHINGLES USING WEAVE METHOD
1. EXTEND (1) FULL END SHINGLE MIN. 12" PAST
CENTER LINE OF VALLEY. SEE MANUF WRITTEN
INSTRUCTION FOR ADDITIONAL INSTALLATION
INFORMATION
2. DO NOT NAIL 6" MIN. FROM VALLEY CENTER LINE
FIBERGLASS SHINGLE
ROOFING OVER 15# FELT
OVER 7/16" OSB OVER
PRE -ENG WD TRUSSES
24" WIDE METAL VALLEY
FLASHING OVER 15# FELT
VALLEY FLASHING DETAIL
N.T.S.
OPT. PROVIDE LEAD VENT
BOOT WITH INTEGRAL FLANGE -
VENT STACK,
LANGEVENTSTACK, SEE PLUMBING
FOR SIZE & LOCATION
PREFORMED FLEXIBLE BOOT
FLASHING W/ INTEGRAL FLANGE -
SET IN PLASTIC ROOF CEMENT
INSTALL FLANGE OVER
SHINGLE @ BASE ---I
INSTALL SHINGLES OVER
FLANGE @ HEAD
FIBERGLASS SHINGLE
ROOFING OVER 15# FELT
OVER 7/16" OSB OVER
PRE -ENG WD TRUSSES
[2.
OTES:
, INSTALL IN STRICT ACCORDANCE WITH
ANUFACTURERS WRITTEN INSTRUCTIONS
APPLY ROOFING CEMENT OR SELF -ADHERING
FLASHING OVER FLANGE AT HEAD ONLY
VENT STACK FLASHING DETAIL
N.T.S.
FLA5HING5 FOR NINDOV45
r QH
r CJ
0
O 0
0
0
CVV
0
0
0
0 0
STEP 4 0
A. CUTAN "I -CUT" (STANDARD I-CUT)1 0
THE DUPONTTM TYVEK V WRB,
B. CUT AHEAD FLAP AT A45ANGLE TO
EXPOSE 8" OF SHEATHING TO ALLOW
FOR HEAD FLASHING INSTALLATION.
8 ® 0
0 0
0
8 O 0 0 0
0 0
0
0 0 Op 0
8 0 0
STEP 15 0 STEP 14 v` 0
A. TRIM THE DUPON `w TYVEK ®/ WRB 1"-2' 0 A. FLIP DOWN UPPER FLAP OF DUPONTTM 0 STEP 13
ABOVE THE WINDOW OPENING. TYVEK @/ WRB SO IT LAYS FLAT ACROSS THE
B. WHEN TRIMMING THE DUPONTTM TYVEK 1 HEAD FLASHING.
WRB, DO NOT CUTOR DAMAGE THE HEAD A. CUT APIECE OF DUPONTTM
FLASHING THAT HAS BEEN INSTALLED STRAIGHTFLASHT" DUPONTTM FLASHING
BEHIND IT. TAPE FOR HEAD FLASHING,
B. HEAD FLASHING TO EXTEND BEYOND
OUTER EDGES OF JAMB FLASHING.
C. REMOVE RELEASE PAPER AND INSTALL
COMPLETELY COVERING WINDOW
MOUNTING FLANGE AND ADHERING TO THE
EXPOSED SHEATHING,
0
0
0
0
0
o
°
ASSEMBLY
/bill
i.�
0
0
OP-"
FLANGE
W
VINYL DRIPIWEEP SCREED
�bn
0 �,
0
STEP 3
0
A. DUPONTTM TYVEK @/ WRB TO BE
MECHANICALLY FASTENED AND INSTALLED
OVER SHEATHING,
B. DO NOT INSTALL FASTENERS WITHIN 6"
OF
THE SILLS AND JAMBS OF THE OPENINGS
AND WITHIN 9" OF THE HEAD OPENINGS,
ORREC D
UPONTI IFF -71 HIND TAPE OVE RLAPS
UPONT (LE RAP -NF
O
INCORRECT 0 0
DUPONT"' FLASHING TAPE FLUSH
WITH
INCORRECT /
DUPONT" FLEXWRAP- NF /
REVERSE
0 cp
p
�Iy
0
STEP 12
A. CUT TWO PIECES OF DUPONTTM
FLASHING TAPE OR DUPONTTM
STRAIGHTFLASHTM FOR JAMB FLASHING
EXTENDING I" ABOVE WINDOW HEAD
FLANGE AND 4" TO 6" BELOW BOTTOM
EDGE OF SILL FLASHING.
B. REMOVE RELEASE PAPER AND PRESS
TIGHTLY ALONG SIDES OF WINDOW
FRAME.
0
0
0
0
ROOFING
FIBERGLASS SHINGLE ROOFING OVER
UNDERLAYMENT —
INSTALL SHINGLES OVER OFF -RIDGE VENT FLANGE AT
HEAD
GALVANIZED METAL OFF -RIDGE
VENT WITH BAFFLE. SET IN
PLASTIC ROOF CEMENT OR
SEALANT
SCREEN
INSTALL OFF -RIDGE
VENT FLANGE OVER
SHINGLES AT BASE
7/16" OSB OVER /�
PRE -ENG WD
TRUSSES
NOTES:
1. INSTALL IN STRICT ACCORDANCE WITH
MANUFACTURERS WRITTEN INSTRUCTIONS
2. APPLY ROOFING CEMENT OR SELF -ADHERING
FLASHING OVER FLANGE AT HEAD ONLY
OFF -RIDGE VENT FLASHING DETAIL
N.T.S.
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A. SHEATHING TO BE INSTALLED OVER BARE ° BARE STUDS PRIOR TO SHEATHING INSTALLATION.
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B, AFTER SHEATHING HAS BEEN INSTALLED, NON -WATERPROOFING COMPONENTS ARE ONLY
CUT SHOWN SCHEMATICALLY. SEE DRAWINGS BY
AN OPENING IN THE SHEATHING ALONG THE OTHERS FOR DETAILED INFORMATION,
PERIMETER OF THE ROUGH OPENING FOR
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A. INSTALL WINDOW ACCORDING TO ® APPLY (CONTINUOUSLY) DUPONTTM
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INSTRUCTIONS. SEALANT ON THE HEAD AND JAMBS OF
ROUGH OPENING (ON TOP OF WRB).
'B. IF SEALANT IS APPLIED TO THE SILL,
ENSURE THAT THERE AREAT LEAST TWO
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STUCCO/CV FINISH
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DATE:
4/16/2019
SCALE:
AB NOTED
SHEET:
A6
U
Lu
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U GENERAL STRUCTURAL NOTES
w THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO COMMENCING
> WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE DRAWINGS AND EXISTING CONDITION TO THE
z ENGINEER PRIOR TO COMMENCING WORK.
O DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONS
ELSEWHERE, EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF DETAILS, SECTIONS, PLANS, AND
0 NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR.
Z DIMENSIONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITIONS ARE THE BEST AVAILABLE
U- DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA
>- INVOLVED, THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, GRADES, LINES, LEVELS, OR
Z OTHER CONDITIONS OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION ERRORS. IF ANY WORK IS
O PERFORMED BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS PRIOR TO ADEQUATE VERIFICATION OF
Z APPLICABLE DATA, AT RESULTANT EXTRA COST FOR ADJUSTMENT OR WORK AS REQUIRED TO CONFORM TO
O EXISTING LIMITATIONS, SHALL BE ASSUMED BY THE CONTRACTOR WITHOUT REIMBURSEMENT OR COMPENSATION
V„ BY THE OWNER.
z
Lu CENTER ALL FOOTINGS AND PIERS UNDER COLUMNS ABOVE UNLESS SPECIFICALLY DIMENSIONED OTHERWISE.
p STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL,
w MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES,
> DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.
(D
N CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDING FOUNDATIONS. THE
D STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN FOUNDATIONS AND BURIED
C5 UTILITIES.
? CODE REQUIREMENTS:
Q THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE 2017 EDITION OF THE FLORIDA BUILDING
p CODE 6TH EDITION. OTHER CODES IMPLEMENTED FOR DESIGN INCLUDE:
L ASCE7-10, ACI 315/318/530, NDS 2015, APA, A.I.S.C., ANSI. FOLLOW ALL APPLICABLE PROVISIONS OF THE FLORIDA
Q BUILDING CODE AND OTHER RELATED CODES FOR ALL PHASES OF CONSTRUCTION.
U
V) TEMPORARY CONDITIONS:
0z THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS
CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS
Q REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED
J FOR STABILITY UNDER FINAL CONFIGURATION ONLY,
J
FOUNDATIONS:
z
w FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF ON COMPACTED FILL.
z NO GEOTECHNICAL REPORTS AND/OR IN-SITU SOIL DATA WAS GIVEN TO THE STRUCTURAL ENGINEER PRIOR TO
DESIGN. THE BEARING CAPACITY USED FOR DESIGN IS BASED ON ALLOWABLE LOADS FROM THE FLORIDA
z BUILDING CODE, 2017 FOR SANDY SOILS WITH NO CLAY, ORGANIC MATERIAL, OR OTHER DELETERIOUS MATERIALS
Lu THAT WOULD AFFECT DESIGN BEARING PRESSURE AND THE PERFORMANCE OF THE FOUNDATIONS.
z
BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE
Q INVESTIGATION,AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY,
WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR
THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW
O BEFORE FOUNDATION CONSTRUCTION BEGINS.
Z CONCRETE:
N REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE FBC AND ACI 318 "BUILDING CODE
zREQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD
0
U 28 -DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS:
z
u.j fc ABS WIC MIN CEMENTSLUMP USE
�= 2,500 PSI 0.58 470 LBS 5" +/- 1 ALL SLABS, MONOLITHIC FOOTINGS, SPREAD FTG
3 3,000 PSI 0.58 470 LBS 5" +/- 1 TIEBEAMS, COLUMNS, WALLS, ELEVATED SLABS
CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE FOR TYPE C, MAY
BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS
SUBSTANTIATED BY TEST DATA: COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF
D 3/4". FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33.
O
A WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH THE
3 MANUFACTURER'S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. A HIGH -RANGE
_ WATER -REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE
< MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8".
0 - SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS
w N SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAY
W CO BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. CONDUITS EMBEDDED IN
O 0 SLABS SHALL NOT BE LARGER 1N OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND
Q SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER.
u- Z PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATED
}- O OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS.
z F= ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS.
Qp
Z 0 WEATHER RESISTANCE:
aa. 0 ALL CONCRETE INCLUDING BALCONY CONCRETE EXPOSED TO CHLORIDES SHALL CONTAIN A CALCIUM -NITRITE
z BASED CORROSION -INHIBITING ADMIXTURE. THE DOSAGE FOR CONCRETE EXPOSED TO AIRBORNE CHLORIDES
0 Q SHALL BE MINIMUM TWO GALLONS PER CUBIC YARD. THE WATER CONTAINED IN THE CORROSION -INHIBITING
J
Z ADMIXTURE SHALL BE USED IN THE CALCULATION OF THE WATER-TO-CEMENTITIOUS RATIO OF THE CONCRETE.
O PROVIDE RHEOCRETE CNI BY MASTER BUILDERS OR APPROVED EQUIVALENT.
Ov)
3 w CONCRETE BALCONIES OR OTHER CONCRETE FLAT SURFACES EXPOSED TO THE WEATHER THROUGHOUT THE
z LIFE OF THE BUILDING, SHALL BE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALER OF THE
ALKYL ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN PENETRATING SEALER 20, HYDROZO ENVIROSEAL
Lu __j 20, OR OTHER APPROVED WEATHER RESISTANT SYSTEM. APPLICATION AND SURFACE PREPARATION SHALL BE IN
U Q ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
_p > SHORING AND RESHORING:
O�
Lu > SHORING AND RESHORING SHALL CONFORM TO ACI 347R-88. SHORING AND SUPPORTING FORMWORK SHALL NOT
re p BE REMOVED FROM HORIZONTAL MEMBERS BEFORE CONCRETE STRENGTH IS AT LEAST 70 PERCENT OF DESIGN
ry 0 Q STRENGTH, AS DETERMINED BY FIELD CURE CYLINDERS. IN ADDITION, SHORING SHALL NOT BE REMOVED
SOONER THAN RECOMMENDED BY ACI 347R-88, SECTION 3.7.2.3. FORMWORK SHALL NOT BE REMOVED IN LESS
Cu U THAN TEN (10) DAYS.
cn w
=)=
w UPRECAST CONCRETE LINTELS:
m J
'- J UNLESS INDICATED OTHERWISE, ALL LINTELS TO BE "U" TYPE PRECAST CONCRETE UNITS EQUAL TO UNITS
Z = MANUFACTURED BY CAST _CRETE CORP. AND PRESTRESSED (AND ADDITIONALLY REINFORCED AS REQUIRED) IN
J V) ACCORDANCE WITH CAST CRETE CORP. "DESIGN MANUAL", LATEST EDITION, FOR THE SPAN AND LOADING
CONDITION RELATIVE TO LINTEL LOCATION. LINTEL SIZE IF NOT SHOWN ON THE PLANS SHALL BE 8F8-1 B FOR
N � OPENINGS LESS THAN 10 FEET AND 8F16-1B/1T FOR OPENINGS 10 FEET TO 20 FEET. PROVIDE 8" MINIMUM BEARING
V„ Q FOR LINTELS UNLESS NOTED OTHERWISE.
Uz WOOD:
0 U SAWN LUMBER SHALL BE SOUTHERN PINE #2 WITH THE ALLOWABLE FIBER STRESSES PER THE AWC NATIONAL
U w DESIGN SPECIFICATION. ALL MANUFACTURED LUMBER SHALL BE 2.0E GLUED LAMINATED GEORGIA PACIFIC (OR
z Q EQUIV.) AND INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATIONS. ALL HEADERS/BEAMS SHOULD
L) BEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTED OTHERWISE ON PLANS. CONTACT ENGINEER
Lu
OF RECORD IF HEADER/BEAMS SIZE IS NOT SPECIFIED.
p0
p FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY OR USP
ZZQ (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE
SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL CONNECTORS SHALL BE GALVANIZED, UNLESS SHOWN
Q 0 OTHERWISE, INSTALL MAXIMUM SIZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOG
w
w p ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE
Q Z DRAWINGS. MINIMUM NAILING REQ. NOT SHOWN SHALL BE AS INDICATED IN TABLE 2304.9.1 OF THE FBC. INSTALL
:>:10d NAILS UNLESS OTHERWISE SPECIFIED ON THE PLANS OR DETAILS. BOLTS AND LAG SCREWS SHALL CONFORM
O
z 0 TO ANSI/ASME STANDARD B18.1. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT
Lu U
Lu WASHERS.
w
Q
ALL ANCHOR BOLTS AND THREADED ANCHOR RODS SHALL BE IN ACCORDANCE WITH ASTM A307, GRADE A, OR
vi vi z ASTM F1554, GRADE 36. ANCHOR ADHESIVES SHALL BE EITHER SET (EPDXY-TIE) OR AT (ARCYLIC-TIE) BY SIMPSON
O O STRONG -TIE AND INSTALLED ACCORDING TO THE MANUFACTURES INSTRUCTIONS. ALL DRILLED ANCHOR HOLES
z Z SHALL BE CLEANED OF ALL DEBRIS AND BRUSHED OUT PRIOR TO INSTALLATION OF ANCHOR ADHESIVE.
Lu ALL WOOD MEMBERS EXPOSED TO EXTERIOR CONCRETE, MASONRY, WEATHER, OR EARTH SHALL BE PRESSURE
0 p TREATED LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. FASTENER
REQUIREMENTS IN PRESSURE TREATED LUMBER ARE AS FOLLOWS:
U w ACZA PRESERVATIVE: STANDARD CARBON STEEL.
Z ACQ & MCQ PRESERVATIVE: HOT DIPPED GALVANIZED.
ZSODIUM BORATE: STAINLESS STEEL CONNECTORS & FASTENERS (NOT REQ. FOR
SILL PLATES OVER CONCR. & VAPOR BARRIER NOT DIRECTLY
LU w EXPOSED TO EARTH OR WEATHER)
w
Z ALL DECKS, GUARDS, RAILS, STAIRS AND OTHER ACCESSORY DECK COMPONENTS SHALL BE CONSTRUCTED IN
(� = ACCORDANCE WITH AWC DCA6 PRESCRIPTIVE GUIDE FOR DECK CONSTRUCTION & THE FLORIDA BUILDING CODE,
Lu 2017. ALL FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALT
Z WATER SHORE LINE SHALL BE STAINLESS STEEL GRADE 304 OR 316
I= z
w 0 ALL EXTERIOR WOOD WALLS WITHOUT OPENINGS SHALL BE CONSIDERED SHEAR WALLS. ALL WOOD DESIGN
Z SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2015 & WITH
,L THE FLORIDA BUILDING CODE, 2017.
CN
PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS -1 FOR
CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP -108 PERFORMANCE STANDARDS. UNLESS OTHERWISE
NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN
ON THE DRAWINGS.
PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT
PANEL EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.
ALL SUB -FLOORING, ROOF, AND SHEARWALL SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR
TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. STAGGER ENDS OF ADJACENT PANELS 4'-0".
ROOF SHEATHING SHALL BE BLOCKED, TONGUE -AND -GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS.
ATTACH PLYWOOD PANELS TO SUPPORTING MEMBERS WITH 1 Od NAILS SPACED 4" ON CENTER ALONG THE PANEL
EDGES AND AT 6" ON CENTER ALONG INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE,
SUB -FLOORING SHEATHING SHALL BE UNBLOCKED, EXCEPT AS INDICATED ON DRAWINGS. ATTACH PLYWOOD
PANELS TO SUPPORTING MEMBERS WITH 8d NAILS SPACED 4" ON CENTER ALONG THE PANEL EDGES AND AT 8" ON
CENTER ALONG INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE.
PREFABRICATED WOOD TRUSSES:
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT
DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE
CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. CONTRACTOR SHALL NOT BE
RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE
ENGINEER'S REVIEW.
DESIGN AND MANUFACTURE IN ACCORDANCE WITH TPI "DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED
WOOD TRUSSES", LATEST EDITION.
ROOF TRUSS LOADING: SEE TRUSS MANUFACTURES SIGNED AND SEAL TRUSS SHOP DRAWINGS FOR APPLICABLE
TRUSS DESIGN LOADS. TRUSS LOADINGS SHALL BE BASED ON THE PROJECTS DESIGN LOADS AND THE MINIMUM
LOAD REQUIREMENTS SET FORTH BY ASCE 7-10 AND THE FLORIDA BUILDING CODE, 2017 RESIDENTIAL.
ALL TRUSS TO TRUSS CONNECTIONS TO BE DESIGNED BY TRUSS MANUFACTURER AND MADE USING TRUSS
HANGERS. TRUSS DIAGRAMS, IF SHOWN, ARE DIAGRAMMATIC ONLY. TRUSS DESIGNER TO DETERMINE AND
ESTABLISH EXACT HEIGHT, LENGTH, LOCATION, SPACING, AND WEB MEMBER FOR EACH TRUSS. COORDINATE
WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL ITEMS INCLUDING AIR HANDLER LOCATIONS,
MECHANICAL ROOMS AND DUCT SPACE AND ROUTING.
BUILDER SHALL COORDINATE WITH TRUSS DESIGNER FOR PERMANENT TRUSS BRACING. IF NO BRACING
INFORMATION IS PROVIDED, BOTTOM CHORD LATERAL BRACING SHALL BE CONTINUOUS FROM ONE END OF THE
BUILDING TO THE OTHER AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. LATERAL
BRACING SHALL BE NAILED TO EACH TRUSS WITH A MIN. OF (2) 16d NAILS INCLUDING INTERMEDIATE TRUSSES.
SEE TRUSS SHOP DRAWINGS FOR OTHER DETAILS AND SPECIFICATIONS FOR BRACING.
REINFORCING STEEL:
REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185 FOR
SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL
CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON
WIRE.
ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP 66. PROVIDE CHAIRS,
SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOTDIP GALVANIZED LEGS OR PLASTIC LEGS.
ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK
CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS. "WET -STICKING" OF REINFORCING IS PROHIBITED.
REQUIRED CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE):
FOOTINGS 3" BOTTOM AND SIDES, 2" TOP
SLABS 3/4"
COLUMNS 1-1/2" TO TIES, 2" TOP
BEAMS 1-1/2" TO STIRRUPS
WALLS 1-1/2"
LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCE WITH ACI
318, LATEST EDITION, FOR CLASS "B" TENSION LAP SPLICES. DO NOT SPLICE CONTINUOUS TOP BARS IN BEAMS AT
ENDS OF CLEAR SPANS. DO NOT SPLICE CONTINUOUS BOTTOM BARS IN BEAMS IN CLEAR SPANS BETWEEN
SUPPORTS. SHOW ALL SPLICES ON SHOP DRAWINGS. SPLICE LOCATIONS AND METHODS SUBJECT TO APPROVAL
OF STRUCTURAL ENGINEER.
AT SLAB AND WALL OPENINGS PROVIDE A MINIMUM OF (2) #5 BARS ALL FOUR SIDES AND DIAGONALLY; EXTEND
THESE BARS A LAP DISTANCE OR A MINIMUM OF 24" PAST THE OPENING OR HOOK BARS IF DISCONTINUOUS.
DOWEL ALL WALLS AND COLUMNS TO FOOTINGS WITH BAR SIZE AND SPACING TO MATCH VERTICAL REINFORCING
UNLESS OTHERWISE SHOWN.
MASONRY WALLS:
MASONRY UNITS SHALL MEET ASTM C90, TYPE 2. ASSEMBLIES SHALT_ HAVE A MINIMUM COMPRESSIVE STRENGTH
OF fm= 1500. MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C270. GROUT SHALL BE 2000 PSI MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS IN ACCORDANCE WITH ASTM C476. GROUT SHALL CONSIST OF A MIXTURE
OF CEMENTITIOUS MATERIALS AND AGGREGATE TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO CAUSE THE
MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. GROUT SHALL HAVE A MAX. COURSE AGGR.
SIZE OF 2'& SHALL BE PLACE WITH A SLUMP OF 8 TO 11 INCHES. ALL CELLS CONTAINING VERTICAL BARS, BOND
BEAMS, AND ALL CELLS BELOW GRADE SHALL BE FILLED WITH GROUT. MAXIMUM HEIGHT OF GROUT POUR
ALLOWED IS 5'-0" UNLESS CLEAN-OUT OPENING IS PROVIDED AT BOTTOM OF CELLS TO BE FILLED. LOCATE
CLEAN-OUT OPENINGS IN AREAS NOT EXPOSED TO VIEW. CLEAN OUT OPENINGS SHALL HAVE A MIN, OPENING
DIMENSION OF 3 INCHES.
UNLESS NOTED OTHERWISE EIGHT INCH MASONRY WALLS SHALL BE PARTIALLY REINFORCED MASONRY WALL
CONSTRUCTION WITH #5 AT 48 INCH O.C. IN GROUT FILLED CELLS. ADD (1) #5 REINFORCING BAR EACH SIDE OF
OPENINGS EXCEEDING 3 FEET.
PROVIDE REINFORCING BARS AT CORNERS, INTERSECTIONS, AND EACH SIDE OF OPENINGS. PROVIDE (2)
REINFORCING BARS EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND AS SHOWN ON THE PLANS. PROVIDE
HOOKED DOWELS INTO FOOTINGS AND STRUCTURE ABOVE AND/OR BELOW TO PROVIDE
CONTINUITY. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WAL OR
ENGINEER -APPROVED EQUAL) AT 16" O.C.
DO NOT PLACE CONDUITS, PIPES, ETC., IN CELLS WITH VERTICAL REINFORCING. DO NOT RUN CONDUITS, PIPES,
ETC., HORIZONTALLY IN CMU WALLS PARALLEL TO LENGTH OF WALL. WHERE MASONRY WALLS ABUT CONCRETE
COLUMNS TO BE PLACED PRIOR TO ERECTION OF MASONRY WALLS, PROVIDE DOVETAIL SLOTS BETWEEN COLUMN
AND WALLS AND GROUT THE CMU CELL CONTAINING THE DOVETAIL ANCHORS. OTHERWISE, EXTEND CMU
HORIZONTAL JOINT REINFORCING THROUGH CONCRETE COLUMN.
CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON
THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL
JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS.
USE METAL LATH OR WIRE SCREEN FOR CAVITY CAPS. SHEET METAL, FELT, BUILDING PAPER, OR LIKE MATERIALS
ARE PROHIBITED.
CHEMICAL ADHESIVE_ ANCHORING IN HOLLOW CELL APPLICATIONS
ADHESIVE ANCHORS (EPDXY STYLE) SHALL BE USED IN HOLLOW CMU APPLICATIONS FOR STRUCTURAL
ANCHORING. ANCHORS SHALL BE TESTED TO ASTM E488 AND ICBO AC58. ICBO AND/OR SBCCI CODE COMPLIANCE
IS REQUIRED IN APPROPRIATE AREAS. METRO-DADE COMPLIANCE AND/OR FLORIDA BUILDING CODE COMPLIANCE
ARE REQUIRED IN FLORIDA. ANCHORING SYSTEM SHALL INCLUDE THE ADHESIVE, MESH SCREEN (OR UMBRELLA),
ANCHOR (OR INSERT) AND WASHER/NUT FOR PROPER ANCHORING. ACCEPTED PRODUCTS ARE ITW RED HEAD
ACRYLIC 7, GRANITE 5 OR ENGINEER APPROVED SUBSTITUTION.
ADHESIVE SHALL BE MOISTURE INSENSITIVE (ALLOWING INSTALLATIONS IN DAMP OR WATER -FILLED HOLES).
ADHESIVE SHALL HAVE A FULL -CURE LOAD OF 2 HOURS OR LESS AT 70°F OR SAFETY ISSUES.
MESH SCREENS SHALL BE FORMED INTO A CYLINDRICAL SHAPE WITH ONE END CLOSED. ALTERNATELY,
UMBRELLA SUPPLIED BY ITW RED HEAD MAY BE USED IN APPROPRIATE APPLICATIONS. THREADED STUDS SHALL
CONFORM TO ASTM A36 (STANDARD CARBON STEEL) UNLESS NOTED OTHERWISE. PERMANENTLY EXPOSED
STUDS SHALL BE STAINLESS STEEL. NUTS AND WASHERS SHALL CONFORM TO THE SAME SPECIFICATION AS THE
SUPPLIED STUD.
INSTALLATION SHALL BE IN CONFORMANCE WITH MANUFACTURER'S PRINTED LITERATURE. INSTALLATION SHALL
ALSO INCLUDE BRUSHING AND CLEANING OF DRILLED HOLES WITH COMPRESSED AIR AS INSTRUCTED.
INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. EMBEDMENT SHALL BE AS
INDICATED ON THE STRUCTURAL DRAWINGS.
DESIGN CRITERIA:
DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE 2017 FLORIDA BUILDING
CODE 6TH EDITION. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND
ALLOWABLES WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER THE 2017 FBC:
L180 - FLEXIBLE
ULTIMATE WIND SPEED 130 MPH PER ASCE 7-10
NOMINAL WIND SPEED: 101MPH PER FBC R301.2.1.3
EXPOSURE C PER ASCE 7-10
IMPORTANCE FACTOR 1.0 CATEGORY II
INTERNAL PRESSURE COEFF +/-0.18 ENCLOSED (PROTECTED OPENINGS)
COMPONENTS & CLADDING PRESSURES PER TABLE & CHARTS ON THIS PAGE.
WIND BORNE DEBRIS REGION NO
a
r/� a a
- V r�
a
a
WIND PRESSURES ON WALLS & ROOFS 3
EFFECTIVE AREA OF
LIVE LOAD
DEAD LOAD
DEFLECTION
ROOF:
20 PSF
10 PSF
L/240 - L/180
CEILING:
10 PSF
5 PSF
L/240 - L/180
FLOOR:
40 PSF
15 PSF
L/360 - L/240
DECK:
50 PSF
15 PSF
L/360 - L/240
WALLS:
PER WIND CHART
ASCE7-10 TBLE. C3-1
L/240 - BRITTLE
L180 - FLEXIBLE
ULTIMATE WIND SPEED 130 MPH PER ASCE 7-10
NOMINAL WIND SPEED: 101MPH PER FBC R301.2.1.3
EXPOSURE C PER ASCE 7-10
IMPORTANCE FACTOR 1.0 CATEGORY II
INTERNAL PRESSURE COEFF +/-0.18 ENCLOSED (PROTECTED OPENINGS)
COMPONENTS & CLADDING PRESSURES PER TABLE & CHARTS ON THIS PAGE.
WIND BORNE DEBRIS REGION NO
a
r/� a a
- V r�
a
a
WIND PRESSURES ON WALLS & ROOFS 3
EFFECTIVE AREA OF
ROOF ZONES'
EXTERIOR WALLS'
OPENING/ROOF ZONE2
INTERIOR ZONE 1
EDGE ZONE 2
CORNER ZONE 3
INTERIOR ZONE 4
END ZONE 5
0 to 10
24.5
-38.9
24.5
-67.8
24.5
-100.242.6
DEAD LOAD
-46.2
42.6
-57.0
10.1 to 20
22.4
-37.8
22.4
-62.4
22.4
-93.8
40.6
-44.2
40.6
-53.2
20.1 to 50
19.5
-36.4
19.5
-55.2
19.5
-85.1
38.1
-41.7
38.1
-48.0
50.1 to 100
17.4
-35.3
17.4
-49.8
17.4
-73.1
36.3
-39.8
36.3
-44.2
100.1 to 500
-
-
-
-
-
-
31.8
-35.3
31.8
-35.3
1. WIND PRESSURES SHOWN ABOVE ARE FOR STRUCTURES WITH A MEAN ROOF HEIGHT OF 30 FEET OR LESS WITH A ROOF PITCH
BETWEEN 2/12 & 6/12 (VERT./HORIZ.). IF THE STRUCTURE IS OUTSIDE THESE PARAMETER PLEASE CONTACT THE ENGINEER,
2. THE EFFECTIVE AREA IS EQUAL TO THE LENGTH * WIDTH OF THE PROPOSED OPENING OR SPAN. THE WIDTH SHALL BE
PERMITTED TO BE NOT LESS THAN' OF THE SPAN LENGTH. THE EFFECTIVE AREA FOR FASTENERS SHALL NOT BE GREATER
THAN THE TRIBUTARY AREA B/T FASTENERS.
3. ALL WIND PRESSURE VALUES IN POUNDS PER SQ. FT(PSF) & ARE CONSIDERED ULTIMATE VALUES. MULTIPLY VALUES BY 0.6
FOR NOMINAL PRESSURES PER FBC R301.2.1.6
ZONE CHARTS
a a
Q)l-------- ---------
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02� 01 �0
10)
a GABLE ROOFS
ABBREVIATIONS
BM
BEAM
BIT
BETWEEN
CONN.
CONNECTION
CONT.
CONTINUOUS
CL
CENTER LINE
CLG
CEILING
CMU
CONCRETE MASONRY UNIT
DL
DEAD LOAD
EOR
ENGINEER OF RECORD
EXT.
EXTERIOR
FBC
FLORIDA BUILDING CODE (2017, 6TH EDITION)
FFE
FINISHED FLOOR ELEVATION
FTG
FOOTING
FPA
FLORIDA PRODUCT APPROVAL
INT.
INTERIOR
LG
LENGTH
LL
LIVE LOAD
LVL
LAMINATED VENEER LUMBER (2.OE, 1 4" WIDE MIN. U.N.O.)
MAX.
MAXIMUM
MIN.
MINIMUM
OR
"OR" MEANS THAT EITHER OPTION PROVIDED IS SUFFICE FOR THE APPLICATION
O.C.
ON CENTER SPACING
OPT
OPTIONAL
OSB
ORIENTED STAND BOARD (APA RATED MIN.)
PCF
POUNDS PER SQUARE FEET
PLYW.
PLYWOOD (APA RATED MIN.)
PSF
POUNDS PER SQUARE FEET
PSI
POUNDS PER SQUARE INCH
SS
STAINLESS STEEL
STAGG.
STAGGERED
SPF
SPRUCE -PINE -FIR
SYP
SOUTHERN YELLOW PINE (No. 2 MIN.)
SW
SHEAR WALL
T/G
TOGETHER
T&G
TONGUE AND GROOVE
TYP
TYPICAL
U.N.O.
UNLESS OTHERWISE NOTED
W/
WITH
w/o
WITHOUT
W.W.M/F
WELDED WIRE MESH OR FABRIC
WALLS
SHEETINDEX
S-1
STRUCTURAL NOTES & SPECIFICATIONS
S-2
FOUNDATION PLAN
S-3
FRAMING PLANS
S-4
TRUSS PLANS
S-5 THRU S-7
STRUCTURAL DETAILS
M
SECTION CUT
SYMBOLLEGEND
VIEW DIRECTION
DETAIL/SECTION NUMBER
WALL SECTION
1
S -
LOCATION OF
M
SECTION CUT
SHEET No. WHERE
SECTION IS LOCATED.
N
DETAIL/SECTION NUMBER
ELEVATION
1
S-1 VIEW DIRECTION
SHEET No. WHERE
SECTION IS LOCATED.
N
DETAIUSECTION NUMBER
DETAI
1
S-1 SHEET No. WHERE
z�
SECTION IS LOCATED.
CALL OUT
]
CUT/ MATCH LINE
ELEVATION DATUM
N
SLAB STEP
X
(INCHES)
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PROJECT #: 18-404
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 2/5/19
REVISION -1: 4/15/19
REVISION -2:
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ID 1i
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S-5 S-5
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14 13
S-5 S-5
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
°
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
FOUNDATION SCHEDULE
FIBERMESH OVER 6 MIL VAPOR
BARRIER & CLEAN COMPACT FILL
1— — — — -�
F_FUTUF;E� 1 I
III
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I
REINFORCING
BOTTOM TOP
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SW -20
V- 8"
II
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(2) #5 CONTIN.
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III
I�IM16A I�I
CONT.
11-01,
(2) #5 CONTIN.
N/A
INTERIOR MONOLITHIC
M16A
l'- 4"
CONT.
0, I;
I SHAFT 11
L1 -J
I I III
TE8
8"
CONT.
11-011
(1) #5 CONTIN.
20'-6" I
S
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M8A
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(bY BUILDER
1' - 0"
III
NON-BEARING MONO w/ STEP
P18
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�U- M� I---------------
11-01,
----- I
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PAD FTG. AT PORCH CORNER
I
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-----
2'- 0"
I I 1 1
1
1-------------- P18
N/A
SPREAD FOOTING
F30
2' - 6"
2'- 6"
1' - 0"
(3) #5 EACH WAY
N/A
---1
--
------------------- j
3'- 0"
11-01,
(3) #5 EACH WAY
N/A
SPREAD FOOTING
CSC
--------- ---------
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SW20
d'
ISW20
1
- - - - - — - - - - -
SW20
6'-1"
5'-10" 4'-0"
4'-0"
19'-5"
28'-9
24'-7"
CL
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92'-7"
14 13
S-5 S-5
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
U -BLOCK w/ (1) #5 BAR HEIGHT OF CURB VARIES w/ SLOPE OF
CONTINUOUS GARAGE OR STEP
SLAB HT. VARIES FILL SLAB TO STEMWALL JOINT w/
ELASTOMERIC SEALANT FILLER.
°
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
FOUNDATION SCHEDULE
FIBERMESH OVER 6 MIL VAPOR
BARRIER & CLEAN COMPACT FILL
REIN
REINFORCED CELLS SOLID
TYPE
MARK
WIDTH
LENG.
DEPTH
REINFORCING
BOTTOM TOP
TYPE
SW -20
V- 8"
CONT.
10"
(2) #5 CONTIN.
N/A
STEMWALL FTG.
M12A
11-0.1
CONT.
11-01,
(2) #5 CONTIN.
N/A
INTERIOR MONOLITHIC
M16A
l'- 4"
CONT.
11-01,
(2) #5 CONTIN.
N/A
EXTERIOR STEMWALL FTG.
TE8
8"
CONT.
11-011
(1) #5 CONTIN.
N/A
THICKENED EDGE
M8A
8"
CONT.
1' - 0"
N/A 1 #4 IN STEP CONT
NON-BEARING MONO w/ STEP
P18
1'- 6"
1'- 6"
11-01,
(2) #5 EACH WAY
N/A
PAD FTG. AT PORCH CORNER
F24
2'- 0"
2'- 0"
1' - 0"
(2) #5 EACH WAY
N/A
SPREAD FOOTING
F30
2' - 6"
2'- 6"
1' - 0"
(3) #5 EACH WAY
N/A
SPREAD FOOTING
F36
3'- 0"
3'- 0"
11-01,
(3) #5 EACH WAY
N/A
SPREAD FOOTING
U -BLOCK w/ (1) #5 BAR HEIGHT OF CURB VARIES w/ SLOPE OF
CONTINUOUS GARAGE OR STEP
SLAB HT. VARIES FILL SLAB TO STEMWALL JOINT w/
ELASTOMERIC SEALANT FILLER.
NOTE: CONTACT ENGINEER IF STEMWALL EXCEEDS 48",
FROM T.O.S TO FOOTER (6 COURSES).
GIRDER -
PER
DRAWING
FASTEN BTM. I
TO FLR. TRUSS
SDWC
INSTALL 2x BLOCKIN
B/T FLR. TRUSSE
UNDER WALL ABOV
FASTEN WALL TO BL
w/ 16d NAILS AT 6" O.
FASTEN TOP. PLATE
TO FLR. TRUSS ABOVE
W/ (1) SDWC15600
16
S-5
16
S-5
PORCH BEAMS
PER FRAMING
PLAN,TYP.
:H SUPPORT
S&
ENINGS PER
ING
TYP.
WALL FTG.
'OUND. PLAN
-AILS,TYP.
6
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W
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z W
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8"x CMU STEMWALL. FILL GARAGE
°
FIBERMESH OVER 6 MIL VAPOR
BARRIER & CLEAN COMPACT FILL
REIN
REINFORCED CELLS SOLID
co
/�
ADD (1) #4 MIN. IN
FOOTING FOR BRICK \
VERTICAL REINFORCING TO BE (1) #5
LEDGE
�?Lu
\/
AT 48" O.C. & AT CORNERS w/ MIN. 7"
BEND AT BOTTOM & 12" BEND INTO
U
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-BLOCK, U.N.O.
�\ui�
°•.. '.• a ••°:. °• e
STEMWALL FOOTER. SEE SCHEDULE
/
A
SEE FOOTING SCHEDULE
\\
/
FOR SIZE AND REINFORCING.
BEARING SOILS TO BE
COMPACTED & FREE OF
DELETERIOUS MATERIALS
�,,�GARAGE/STEP STEMWALL FOOTING
til
NOTE: CONTACT ENGINEER IF STEMWALL EXCEEDS 48",
FROM T.O.S TO FOOTER (6 COURSES).
GIRDER -
PER
DRAWING
FASTEN BTM. I
TO FLR. TRUSS
SDWC
INSTALL 2x BLOCKIN
B/T FLR. TRUSSE
UNDER WALL ABOV
FASTEN WALL TO BL
w/ 16d NAILS AT 6" O.
FASTEN TOP. PLATE
TO FLR. TRUSS ABOVE
W/ (1) SDWC15600
16
S-5
16
S-5
PORCH BEAMS
PER FRAMING
PLAN,TYP.
:H SUPPORT
S&
ENINGS PER
ING
TYP.
WALL FTG.
'OUND. PLAN
-AILS,TYP.
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■■■■
PROJECT #: 18-404
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 2/5/19
REVISION -1: 4/15/19
REVISION -2:
C MA ®,®o
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KEVIN C. MARTIN, PE #80359
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SCALE: SCALE: 1 /4' = 1'-0"
K6 No. 2 PORCH POST,
(STALL (2) CS 16 FROM
TM. TO LOWER
ORNER STUD GROUP
ALL EXTERIOR WALLS NOT LABELED AS SHEARWALLS SHALL
BE CONSIDERED SHEARWALL "SW -1" AND CONSTRUCTED
ACCORDING TO THE SHEARWALL LEGEND, U.N.O.
PLACE DBL. STUD GROUP UNDER PORCH BEAM OR GIRDER TRUSS
3EARING IN EXTERIOR WALL. NOTCH BEAM AT TOP PLATE & (IF
VEEDED) FASTEN STUD GROUP TO PORCH BEAM W/ (2) MSTA24 `
STRAPS OR (2) HTS16 TWIST STRAP. FASTEN STUD GROUP TO FTG.
NI DTT2Z HOLDOWN(U.N.O.) PER TYP. ANCHOR DETAILS.
INSTALL SIMPSON HTT5 HOLDOWN AT BASE OF CORNER,
OPENING KING STUD GROUP, OR WHERE SHOWN. INSTALL
PER TYPICAL ANCHOR DETAILS (DETAIL 7 ON S-6)
'LACE 4X6/6X6 POST OR 3 -PLY STUD GROUP UNDER TRUSS
31IRDER BEARING; POST/STUD GROUP TO MATCH WALL
THICKNESS. BLOCK BETWEEN FLOORS WHERE REQUIRED.
'LACE 6X8 POST UNDER TRUSS GIRDER BEARING; PLACE
kLL-THREAD ROD WITHIN 3" OF TRUSS BEARING WHERE SHOWN.
`ASTEN UPPER CORNER STUD GROUP TO LOWER STUD GROUP
OR BEAMS w/ (2) CS16 COIL STRAPS, TYP
PLACE 6x8 POST UNDER PORCH/PATIO BEAM BEARINGS. FASTEN
EACH BEAM TO POST w/ (2) CS16 COILS STRAPS OR (2) HTS16
STRAPS. FASTEN POST TO STEMWALL w/ (1) HTT5 HOLDOWN.
INSTALL PER TYP. ANCHOR DETAILS.
STRUCTURAL SHEATHING REQUIREMENTS
TYPE
SHEATHING
ZONE 1
ZONE 2
ZONE 3
NAIL
EDGE/FIELD
NAIL
EDGE/FIELD
NAIL
EDGE/FIELD
7/16"
8d AT 6"
SHINGLE
7/16"
8d AT 12"
32" O.C.
2
SW -2"
7/16"
8d AT 3"
(ROOF)
OSB/PLY
8d R.S.
6"/12" o.c.
8d R.S.
6"/12" o.c.
8d R.S.
6"/6" o.c.
METAL
(ROOF)
15/32"
OSB/PLY
8d R.S.
6"/12" O.C.
I.
8d R.S.
6"/12" O.C.
8d R.S.
6"/6" o.c.
TILE
(ROOF)
19/32" PLY
10d
R.S.
6"/12" o.c.
8d R.S.
6"/12" o.c.
8d R.S.
6"/6" o.c.
FLOOR
23/32" T&G
OSB/PLY
10d OR
8d R.S.
GLUED & NAILED - EDGES: 6" o.c; FIELD: 12" o.c.
PORCH
3/8"
-
-
CEILINGS
OSB/PLY
8d
EDGES: 3" o.c; FIELD: 6" o.c.
WALLS
7/16°(MIN.)
OSB/PLY
SEE SHEAR WALL LEDGED
1. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1.
2. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET
THE FOLLOWING MINIMUM REQUIREMENTS:
7/16" =.437" THICKNESS - 24/16 SPAN RATING
15/32" =.469" THICKNESS - 32/16 SPAN RATING
19/32" =.594" THICKNESS- 40/20 SPAN RATING
23/32" =719" THICKNESS - 48/24 SPAN RATING
3. ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION
PERPENDICULAR TO THE ROOF SUPPORTS.
4. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN
ACCORDANCE w/ THE FLORIDA PRODUCT APPROVAL,
5. ALL NAILS SHALL BE RING SHANK NAILS U.N.O.
6. 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING
FASTENING.
SHEAR WALL LEGEND
ID
SHEATHING
FASTENING
SILL
ANCHORS
STUBBIES
END
STUD
GROUPS
VERTICAL
EDGES
HORIZONTAL EDGES
FIELD
NAIL/SPACING
ROW
SW -1
7/16"
8d AT 6"
8d AT 3"
SINGLE
8d AT 12"
32" O.C.
2
SW -2"
7/16"
8d AT 3"
8d AT 3"
SINGLE
8d AT 6"
24" O.C.
2
SW -3*
7/16 (DBL. SIDED)
8d AT 3"
8d AT 3"
SINGLE
8d AT 6"
24" O.C.
2
* SHEATHING TO BE INSTALLED HORIZONTALLY w/ BLOCKED EDGES
1. ALL SHEATHING MUST BE MINIMUM OF 16" RATED OSB OR PLYWOOD & FASTENED
PER THE TYPICAL DETAILS.
2. ALL WALL SHEATHING SHALL BE FULL HEIGHT SHEATHING THAT EXTENDS FROM THI
BOTTOM PLATE TO THE UPPER MOST STUD IN THE DBL. TOP PLATE.
3. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY(U.N.O.). ALL
HORIZONTAL EDGES MUST BE FULLY BLOCKED w/ 2x FRAMING LAID FLAT AGAINST
BACK SIDE OF SHEATHING FOR NAILING.
4. A MINIMUM GAP OF $" AT SHEATHING JOINTS MUST BE MAINTAINED.
5. HOLDOWNS MUST BE PLACED AT EACH END OF SHEARWALL, U.N.O. SEE FRAMING
PLAN/DETAILS FOR HOLDOWNS TYPES, LOCATIONS, & INSTALLATION SPECS.
6. ALL SILL ANCHORS(STUBBIES) SHALL BE A MIN. OF 2' IN DIA. w/ 3"x3"xe" SQUARE
WASHER & NUT. EDGE OF WASHER SHALL EXTEND TO WITHIN 1/2" OF THE EDGE OF
THE SILL PLATE ON THE SHEATHED SIDE. PLACE ANCHORS ON EACH SIDE OF PLATE
SPLICE. SEE TYPICAL ANCHOR DETAILS FOR INSTALLATION SPECS.
7. EXTERIOR STUCCO FINISH REQUIRES A MIN. 15/32" RATED SHEATHING INSTALLED
HORIZONTALLY w/ 2x FLAT WISE BLOCKED EDGES.
8. MINIMUM END STUDS FOR EACH SHEAR WALL SECTION ARE SHOWN IN TABLE ABOVE
AND SHALL BE CONSTRUCTED PER THE TYPICAL CORNER FRAMING DETAIL.
9. SHEARWALL FASTENING SHOULD BE CONSTRUCTED PER THE TYPICAL SHEATHING
FASTENING DETAILS AND NOTES.
EXTERIOR WALL STUD SPACING
LOAD BEARING
STUDS SUPPORTING
STUD TYPE
WALL HEIGHT
(STUCCO FINISH)
WALL HEIGHT
(FLEXIBLE FINISH)
8' 9' 10' 12'
8' 9' 10' 12'
ROOF ONLY
2X4 SPF STUD
16"
16"
12"
-
16"
16"
16"
-
2X4 No. 2 SPF
16"
16"
16"
-
16"
16"
16"
12"
2X6 SPF STUD
16"
16"
16"
16"
16"
16"
16"
16"
2X6 No. 2 SPF
24'*
24"*
16"
16"
24'*
24"*
16"
16"
ROOF &FLOOR
2X4 SPF STUD
16"
12"
-
-
16"
12"
-
-
2X4 No. 2 SPF
16"
16"
16"
-
16"
16"
12"
-
2X6 SPF STUD
16"
16"
16
16"
16"
16"
16"
16"
2X6 No. 2 SPF
16"
16"
16"
16"
24"*
24"*
16"
16"
1. THE ABOVE STUD SPACING ARE THE MAXIMUM ALLOWABLE STUD SPACING FOR
REFERENCED LOADING CONDITIONS, WALL HEIGHT, EXTERIOR CLADDING TYPE,,
STUD TYPE, UNLESS NOTED OTHERWISE ON THE FRAMING PLAN.
2. IF THE STUD SPACING IS NOT LISTED, THE STUD SIZE AND GRADE IS NOT
ALLOWABLE FOR THE CORRESPONDING WALL HEIGHT.
3. ( ) ALL WALLS WITH STUD SPACING OF 24" O.C. SHALL HAVE THE SHEATHING
INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE
STUDS AND ALL EDGES BLOCKED w/ 2x FLAT WISE STUDS.
4. IF PROJECT HAS REQUIREMENTS OUTSIDE THE PARAMETERS OF THIS TABLE,
CONTACT ENGINEER BEFORE CONSTRUCTION.
FASTENER LEGEND
NAIL
DIAMETER
LENGTH
8d COMMON
0.131"
2 2"
8d RINGSHANK
0.113"
2 $"
10d x 1 2"
0.148"
1 2'
10d COMMON
0.148"
3"
10d RINGSHANK
0.120"
2 $"
12d COMMON
0.148"
3 4"
16d COMMON
0.162"
31"
1. ALL NAILS SHALL BE COMMON NAIL
UNLESS OTHERWISE NOTED ON THI
PLANS.
2. INSTALL 10d NAILS IF NOT
OTHERWISE NOTED ON THE PLANS.
3. INSTALL THE APPROPRIATE
FASTENERS FOR PRESSURE
TREATED LUMBER. SEE NOTES ON
SHEET S-1.
FRAMING LEGEND
C� STRUCTURAL BEARING WALLS
® OPENING HEADER BEAMS
® PORCH BEAMS & OTHERS
GIRDER ROOF TRUSS
® POSTS/COLUMNS
1/2" THREADED ROD w/ 3"SQ. WASHER FROM DBL. TOP
Q Q PLATE TO FTG. DRILL & EPDXY w/ MIN. 7" EMBEDMENT,
1 -STORY 2 -STORY PLACE WITHIN 3" OF HEADER STUD GROUP OR TRUSS
BEARING WHERE SHOWN.
No. OF PLIES
QUANTITY
OF KING STUDS
SIZE OF HEADER
QUANTITY
OF JACK STUDS
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PROJECT #: 18-404
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 2/5/19
REVISION -1: 4/15/19
REVISION -2:
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FLOOR TRUSSES
AT 24 O.C.
.11
TRUSS NOTES:
1. ALL TRUSSES SHALL BE DESIGNED AND APPROVED BY THE DELEGATED TRUSS ENGINEER AND BE LICENSED IN THE STATE OF
FLORIDA.
2. ALL TRUSSES SHALL BE DESIGNED TO MEET OR EXCEED THE ULTIMATE WIND SPEED, EXPOSURE CATEGORY, AND LOADINGS
SPECIFIED ON THE STRUCTURAL NOTES PAGE S-1.
3. ALL ROOF AND FLOOR TRUSS ENGINEERING SHALL MATCH THE PROVIDED LAYOUT SHOWN IN THESE PLANS. ANY VARIATIONS
FROM THE PROVIDED LAYOUTS SHOULD BE REPORTED TO THE ENGINEER OF RECORD BEFORE CONSTRUCTION BEGINS.
4. TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO THE STRUCTURAL LOAD BEARING WALLS SHOWN ON THE
FRAMING PLAN.
J 5. UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND ALL CONNECTIONS FROM TRUSSES TO STRUCTURE HAVE
BEEN SPECIFIED AND SHOULD BE FOLLOWED. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP
SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER.
6. PERMANENT TRUSS WEB BRACING SHALL BE INSTALLED WITH THE SAME QUANTITY AND LOCATIONS SHOWN ON THE TRUSS
ENGINEERING SHOP DRAWINGS. CONTINUOUS LATERAL BRACING SHALL BE IN ACCORDANCE WITH THE DETAILS
7. GYPSUM CEILING: FASTENING SHALL BE IN ACCORDANCE w/ TABLE R702.3.5 OF THE FBC.
8. TABLE 2304.9.1 OF THE FLORIDA BUILDING CODE NAILING REQUIREMENTS ARE IN ADDITION TO THE STRAPPING REQUIREMENTS.
9. PROVIDE 5/8" TYPE X GYP. BD. @ GARAGE CLG. BENEATH HABITABLE SPACE & 1/2" MIN GYP. BD. @ GARAGE SIDE WALLS &
UNDERSIDE OF STAIRWAY IF USED AS ACCESSIBLE SPACE.
10. ALL TRUSS FABRICATION, HANDLING, SHIPPING, INSTALLING, AND BRACING SHALL BE IN ACCORDANCE WITH BCSI 1-03 MANUAL
(BUILDING COMPONENT SAFETY INFORMATION) PRODUCED BY THE SBCA AND TPI
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SHAFT
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=�====JL==�=-= __=________=L_-__'�_____--__'
FLOOR TRUSSES
AT 24" O.C.
ROOF TRUSSES
OTOA11nr
FLOOR TRUSS PLAN
SCALE: 1/4" = 1'-0"
ROOF TRUSSES
AT 24" O.C.
ROOF TRUSS PLAN
2X6 AT 24"
O.C.,TYP.
(2) 1.75"x9.25
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RIDGE BEAM
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CONVENTIONAL ROOF FRAMING NOTES
1. ALL ROOF FRAMING MATERIALS SHALL BE No. 2 SOUTHERN YELLOW PINE (SYP).
2. ALL RAFTER, JOISTS, BEAMS, AND OTHER FRAMING MEMBER SIZES ARE NOTED ON THE PLANS.
3. FASTEN ROOF RAFTERS/HIPS BEAMS TO TOP PLATES OR HEADER BEAMS W/ (1) SIMPSON
SDWC15600 TRUSS SCREW OR H2.5A CLIPS.
4. FASTEN ROOF RAFTERS TO RIDGE/HIP BEAMS AND "SLEEPERS" W/ SIMPSON A35 CLIPS, (12) 8D
X1.5" NAILS, U.N.O.
5, FASTEN CEILING JOISTS TO ROOF RAFTERS TOP PLATE INTERSECTION W/ (8) 16d NAILS AT
EACH END.
6. FASTEN COLLAR TIES TO ROOF RAFTERS w/ (8) 16d NAILS, EACH SIDE. COLLAR TIES SHALL NOT
TO BE FASTENED HIGHER THAN 2/3 OVERALL ROOF RAFTER HEIGHT.
7. FASTEN HIPS TO RIDGE BOARD W/ SIMPSON A35 CLIPS W/ (12) 8D X1.5" NAILS.
8. FASTEN CEILING JOISTS TO OTHER INTERSECTING CEILING JOISTS W/ (6) 16d TOE -NAILS OR
LUS28 HANGERS, U.N.O.
4X4 POST OR 2 PLY STUD GROUP FOR RIDGE BEAM SUPPORT. FASTEN
SUPPORT TO RIDGE BEAMS AND BELOW BEAMS W/ (2) CST16 STRAPS OR HTS16
STRAPS EACH SIDE AND EACH END
TRUSS TO TOP PLATE CONNECTOR SCHEDULE
1. SIMPSON SDWC15600 TRUSS SCREWS THROUGH TOP PLATES/HEADERS INTO TRUSSES
** MULTI -PLY TRUSSES MUST HAVE (1) UPLIFT CONNECTOR PER TRUSS PLY UNLESS NOTED OTHERWISE.
TYPICAL EXTERIOR
FRAMING PER
FRAMING PLAN &
DETAILS
BOARD OR
31SES, TYP.
".w I Iv r,L 01AIR
OPENING (MIN.)
STAIRS OPENING FRAMING
TRUSS END
INTERIOR BEARING POINTS
TRUSS END
TRUSS
UPLIFT/CONNECTOR
UPLIFT/CONNECTOR
UPLIFT/CONNECTOR
UPLIFT/CONNECTOR
ALL TRUSSES**
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<600# / 1
<600# / 1
<600# / 1
Z
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1. SIMPSON SDWC15600 TRUSS SCREWS THROUGH TOP PLATES/HEADERS INTO TRUSSES
** MULTI -PLY TRUSSES MUST HAVE (1) UPLIFT CONNECTOR PER TRUSS PLY UNLESS NOTED OTHERWISE.
TYPICAL EXTERIOR
FRAMING PER
FRAMING PLAN &
DETAILS
BOARD OR
31SES, TYP.
".w I Iv r,L 01AIR
OPENING (MIN.)
STAIRS OPENING FRAMING
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PROJECT #: 18-404
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 2/5/19
REVISION -1: 4/15/19
REVISION -2:
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1 "' RECESS (CMU ONLY)
INSTALL TRANSFER BARS PER 4" CONCRETE SLAB W/ 6X6
PLANS (CMU WALLS ONLY) �— W1.4x1.4 OR FIBERMESH
z
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\/ is GRADE
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WOR BARRIER (6 -MIL
MIN.) OVER CLEAN r 6 OPT. BRICK LEDGE w/ (1) #4 OR #5
COMPACTED FILL \/\/\°° \, BAR FROM GRADE TO BOT. OF
FOOTING. SEE PLAN FOR LOCATIONS.
SEE FOOTI G 8 /
SCHEDULE
MONOLITHIC FOOTING, SEE
FOOTING SCHEDULE FOR SIZE &
REINFORCING
EXTERIOR MONOLITHIC FOOTING
I �
THICKENED EDGE SLAB, SEE FOOTING
SCHEDULE FOR SIZE & REINFORCING
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
FIBERMESH
gvA.
Z
04
VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN
SEE FOOTING COMPACTED FILL
SCHUDLE
5 THICKENED EDGE SLAB
GARAGE RETURN WALL
EMBED (1) STHD14 AT EACH
END OF GARAGE RETURN
WALL. FILL ALL HOLES w/
16d NAILS
INSTALL #5 VERTICAL
PLACE (1) #5 BAR CONTIN. IN
\
BARS AT 18" O.C., OR 2
CURB AT GARAGE RETURN w/
AT 48" O.C. & AT CORNERS w/ MIN. 7"
TOTAL MIN, EXTEND
MIN. 28" BEND INTO
INSTALL #5 VERTICAL -
INTO CURB & BEND 7"
ADJACENT WALL
BARS AT 18" O.C., OR 2
MIN. AT BOT.
FOR SIZE AND REINFORCING.
TOTAL MIN. EXTEND
a.
INTO CURB & EEND 7"
4,07 Aa
4.° a USE Z -BAR FOR
MIN. AT BOT. FILL CELLS
/J zo
° a THICKENED EDGE TO
SOLID
MONOLITHIC FOOTING
° �° ° . ad GARAGE RETURN
w/ CURB. SEE DETAILS
d
d . d. . FOOTING
a...
STEMWALL FOOTING
& SCHEDULE FOR SIZE
.a a° , REINFORCEMENT.
w/ CURB. SEE DETAILS
& REINFORCING
a
& SCHEDULE FOR
PRE -MOLDED
`° \\
4 ° a
SIZE & REINFORCING
VAPOR BARRIER (6 -MIL
d °
/\\
MIN.) OVER CLEAN
GARAGE DOOR
VAPOR BARRIER (6 -MIL
COMPACTED FILL
THICKENED EDGE
/ FOOTING. SEE
MIN.) OVER CLEAN
COMPACTED FILL
JOINT JOINT
SCHEDULE FOR SIZE &
CONTROL JOINT
REINFORCING
MONOLITHIC
CMU HEADER BLOCK w/
(1) #5 BAR CONTINUOUS
8"x16" CMU STEMWALL. FILL —
REINFORCED CELLS SOLID
ADD (1) #4 MIN. IN —�
FOOTING FOR BRICK
LEDGE
�2
��� GARAGE RETURN FTG.
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
FIBERMESH OVER 6 MIL VAPOR
BARRIER & CLEAN COMPACT FILL
°
\
VERTICAL REINFORCING TO BE (1) #5
AT 48" O.C. & AT CORNERS w/ MIN. 7"
\DE a \\
BEND AT BOTTOM & 12" MIN. BEND INTO
SLAB, U.N.O.
BOND BREAK BEFORE ADJACENT
STEMWALL FOOTING. SEE SCHEDULE
4 ° ad
FOR SIZE AND REINFORCING.
Q-. A
F /ING /� \ \/
BEARING SOILS TO BE
COMPACTED & FREE OF
DELETERIOUS MATERIALS
13 STEMWALL FOOTING
NOTE: CONTACT ENGINEER IF STEMWALL
EXCEEDS 48", FROM T.O.S TO FOOTER (6
COURSES).
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
FIBERMESH.
F.F.E.
a
° d. a °` z
VAPOR BARRIER (6 MIL
MIN.) OVER CLEAN /\ //\ sem` o IDdG \ /�
COMPACTED FILL SCHEDULE I
INTERIOR MONOLITHIC FOOTING. SEE
FOOTING SCHEDULE FOR SIZE AND
REINFORCING
INTERIOR MONOLI_ITHIC FOOTING
4 #
(1) # BAR IN STEP
1) 4 B ° (GARAGE 4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
ONLY) FIBERMESH.
F.F.E.4„
7LSErARH. PLANS
— --�
a c
d d d G
/\ a
VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN 8"x8" FOOTING AT STEP
COMPACTED FILL
6 CURB STEP FOOTING
GARAGE RETURN WALL —T
A
2 COURSES OR LESS: EMBED (1)
STHD14RJ AT EACH END OF GARAGE
RETURN WALL. FILL ALL HOLES w/ 16d
SINKERS.
GREATER THAN 2 COURSES:F,ASTEN (1)
MSTCM40 TO EACH END OF GARAGE
RETURN WALL. USE (1) 4'x2.1 TITEN
SCREWS INTO STEMWALL & (26) 16d
SINKERS IN STUDS.
USE Z -BAR FOR
Vl Lu THICKENED EDGE TO
a j GARAGE RETURN
o FOOTING
N REINFORCEMENT.
a n .
d °
® GARAGE DOOR
\ THICKENED EDGE
a / FOOTING. SEE:
°. .a . a' d
\ SCHEDULE FOR SIZE
\\/\\ \ &REINFORCING
STEMWALL
U -BLOCK w/ (1) #5 BAR
CONTINUOUS
8"x16" CMU STEMWALL. FILL
REINFORCED CELLS SOLID
ADD (1) #4 MIN. IN
FOOTING FOR BRICK
LEDGE
4" CONCRETE SLAB W/ 6X6 HEIGHT OF CURB VARIES w/ SLOPE OF
W1.4x1.4 OR FIBERMESH GARAGE
6" MIN.
INSTALL TRANSFER BARS PER CURB w/ (1) #5 CONTINUOUS (CMU WALLS ONLY,
PLANS (CMU WALLS ONLY) w U.N.O.)
a" a —mak (1) #5 DOWEL w/ 6" BEND AT BOT. &
° °° IN CURB. PLACE AT CORNERS,
a 48
coGRADE CURB ENDS, AND AT 48" O.C.
VAPOR BARRIER (6 -MIL
MIN.) OVER CLEAN \\ \\\ d.
COMPACTED FILL r 6" OPT. BRICK LEDGE w/ (1) #4 OR #5 BAR
�
FROM GRADE TO BOT. OF FOOTING. SEE PLAN
S EE FOOTI G FOR LOCATIONS.
SCHEDULE 6
MONOLITHIC FOOTING, SEE
FOOTING SCHEDULE FOR SIZE &
REINFORCING
GARAGE/CURB MONOLITHIC FOOTING
4" CONCRETE SLAB W/ 6X6 W1.4x1.4 OR
FIBERMESH.
d'
d
_ 4 /
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ij II I
II II
O
U
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BTM. PLATE NAILING PER
II II
II II I
II II
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0 0
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II II I
II II
FASTEN SHEATHING AT EACH SIDE OF
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I I I I
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BOTTOM PLATE
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SEE TRUSS PLANS
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NAILING TO BE 3" O.C. STAGGERED
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Z
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NAILS AT 3" O.C.
FLOORS
I
FOR WALL BELOW,
°
cq
O
INTERIOR SHEAR WALLSWALLS
SHEARWALL LEGEND.
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FOUNDATION BOND BEAM
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z
(7) 10d NAILS
°
°
< Q
z z
2x6 No. 2 SYP
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DIAGONAL BRACE 48"
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2x4 T -BRACE TO
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0
DIAGONAL BRACE w/ 45° MAX
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\
W
BRACE LENGTH
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/
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2x4 No. 2 SYP, 8'-0" LG., LATERAL
=
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°
Q
16d NAILS, TYP.
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O O
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GABLE END TRUSS
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\
VERTICALS
a~.DIAGONAL
BRACING `
INSTALL SIMPSON GBC
Z O
CLIP (2) REQ. AT EACH
O
~ '
BRACE.
zL
LATERAL BRACING \ /
�
—
Ji
2x4 No. 2 SYP
FASTEN BTM. CHORD
°
BLOCK[ NG/NAI LERS B/T —
OF TRUSS TO TOP PLT.
10d NAILS AT 8" O.C.
Z
BRACES. FASTEN TO
wl
Q Q
TOP PLATE w/ 10d NAILS
-.1Q AT
8" O.C.
—r
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GABLE END BRACING
DETAIL
Q�
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w
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(2) 16d NAILS EACH
PRE-ENGINEERED
WOOD TRUSS
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MEMBER
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°
°
J Z
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Lu w
2X4 CONT. LATERAL WOOD BRACING NAILED
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TO BOTTOM CHORD MAXIMUM 10'-0" SPACING
(D =
AND AS REQUIRED BY TRUSS MANUFACTURER
,ZL,
(REFER TO TRUSS NOTES AND TRUSS LAYOUT
Z V)
FOR LOCATION)
P= z
TYPICAL LATERAL BRACE SPLICE
CO LU
(:
00
°
*SEE SHEAR WALL LEGEND
O O
-00
O
O
O
O
O
O
O O
O
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O
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BRACE B/T
BTM. PLATE NAILING PER
TRUSSES AT 12"
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0 0
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O
ORIENTATION AS
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;
WZ
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SHEARWALL LEGEND
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SEE TRUSS PLANS
°
NAILING TO BE 3" O.C. STAGGERED
/
Z
AT TRUSS ENDS/BLOCKING B/T
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NAILS AT 3" O.C.
FLOORS
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FOR WALL BELOW,
°
cq
O
INTERIOR SHEAR WALLSWALLS
SHEARWALL LEGEND.
w
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FLOOR TRUSS
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TO SHEARWALL BRACING
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O O O O O
C O O O O
O O O
O O
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O O
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O
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O
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°
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O
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O
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//— INSTALIL BLOCKING
IF APPLICABLE)
PER THE SHEAR
WALL LEGEND ON
FRAMING PLAN
SEE SHEAR WALL LEGEND
ONE STORY SHEATHING FASTENING
2x BLOCKING B/T
OUTLOOKERS. FASTEN
TO ROOF DECK & TOP
CHORD(TOE-NAILS) w/ 8d
NAILS AT 3" O.C.
2x FASCIA FASTENED
TO OUTLOOKERS w/ (2)
16d NAILS EACH
2x4 No. 2 SYP
OUTLOOKER AT 24" O.C.
FASTEN OUTLOOKER
TO TOP CHORD OF
GABLE END TRUSS w/
(1) H2.5A CLIP. FILL ALL
HOLES w/ 8d NAILS.
FASTEN SHEATHING TO
GABLE END TRUSS PER
TRUSS PLAN
FASTEN (1) MSTA18 AT
48" O.C.,TYP.
FASTEN (1) MSTA12 AT
48" O.C.,TYP.
NAIL SPACING A
12" O.C. MAX FO
INTERMEDIATE
SUPPORTS, U.N
311
4
SINGLE ROW NAILING - TOP PLATES
vV 1 I VIVI �"L/'11 L
SINGLE ROW NAILING - BOTTOM PLATES
TYPICAL SHEATHING FASTENING DETAILS
6" MAX
7_ I.I
I I
I I
I•I
LI
I
I•I
I•I
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6" MAX
1 -u"1-11,, L_ F110 1 F__ IN CU
TO TRUSS WEB w/ 10d
NAILS AT 6" O.C.
6" MAX
I L -BRACE
FASTENED TO
j TRUSS WEB w/
10d NAILS AT 6"
O.C.
FASTEN ROOF
SHEATHING TO
TRUSSES w/ 8d
NAILS AT 3" O.C.
6 MAX ROOF TRUSSES, -
SEE TRUSS PLANS
CONTIN. LATERAL RESTRAINT BRACING FASTEN BRACE
TO BTM. TRUSS
1. T AND/OR L BRACING MAY BE USED IN LIEU OF CHORDS w/ (3)
CONTIN. LATERAL RESTRAINT BRACING WHERE 10d TOE NAILS
SPECIFIED ON THE TRUSS SHOP DRAWINGS
AND/OR TRUSS LAYOUT.
2. TO REPLACE (1) ROW OF LATERAL BRACING
INSTALL (1) 2x4 T/L BRACE AT EACH TRUSS WEB,
3. TO REPLACE (2) ROWS OF LATERAL BRACING
INSTALL (1) 2x6 T/L BRACE AT EACH TRUSS WEB.
4. BRACING MUST MATCH SIZE, SPECIES, AND
GRADE OF WEB MEMBER.
T/L TRUSS BRACING
J
FASTEN BRACE TO TOP
PLATES w/ (4) 10d NAILS
ROOF TRUSS
\,—_ --.+ L/1T vlvL. u 1 Qlwf-- Vv/kQ) IOU IM MILD
O.0 (STRONGBACK) w/2 -10d TO EACH TRUSS (TYP.)
NAILS EA. TRUSS
TYPICAL CUT STRONGI3ACK FOR A/C DUCT
DBL. TOP PLATE
PANEL EDGE
311
4 3..
® ® ® ® 4
311 ® E)
4
1 ®I ® BTM. PLATE
1 I �
I
FLOOR SHEATHINC
PANEL EDGE
I
2x RIBBON BOARD OR:
j STUD FLATWISE BLOCKING F
®I ® PANEL SPLIC
FLOOR TRUSS OR B/T
FI OOR RI OrKINC; TYP
2x BLOCKING AT VER'
DOUBLE ROW NAILING - TOP PLATES EDGES. INCREASE NA
TO 3" O.C. B/T FLC
OV I I VIVI rLH I C
DOUBLE ROW NAILING - BOTTOM PLATES
FASTEN A MIN. OF (4) 8d NAILS AT
3" O.C. ON EACH SIDE OF HORIZ.
PANEL SPLICE. RETURN TO
FIELD/EDGE SPACING
THEREAFTER
U
O
NAIL SPACING TO BE 6" O.C. AT
HORIZONTAL SPICE EDGES B/T
STUDS ONLY, SEE SHEAR WALL
LEGEND FOR ALL OTHER o
FASTENING SPECS,
2x FLATWISE BLOCKING
ROOF SHEATHING FASTEN ROOF
PER SHEATHING
SHEATHING TO
LEDGED ON
TRUSSES w/ 8d
FRAMING PLAN
NAILS AT 3" O.C.
RATE SHEATHING, TYP.
ROOF
\
TRUSSES,SEE
6" 0,C.
TRUSS PLANS
— 2x4 No. 2 SPF
U
BRACE B/T
BTM. PLATE NAILING PER
TRUSSES AT 12"
U
O.C. ON TOP OF
7 U
WALL
0 0
°
ABOVE BRACING
FOR INTERIOR
SHEAR WALLS
ONLY
2X4 CROSS BRACING MEMBER
FASTENED TO TRUSSES W/
(2) 16d NAILS EACH END (REFER
TO TRUSS NOTES AND TRUSS
LAYOUT FOR LOCATIONS)
FASTEN BTM.
TRUSS CHORD
TO TOP PLT. w/
10d TOE NAILS
AT 3" O.C.
U
O
SPLICE BETWEEN STUDS
ROOFTRUSS
SPLICE AT RIBBON/FLOOR TRUSSES
FIELD SPACIN"
SHEARWALL I
VERTICAL EDGE SPACING
PER SHEARWALL LEGEND
2x FLATWISE BLOCKING w/
SHEATHING SPLICE PLATE
NAIL SPACING AT EACH SIDE
OF SPLICE PER SHEARWALL
LEGENED
SPLICE AT RIM BOARD
Lu
1--
Q
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cn
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16" MIN. FULL LENGTH APA
U
O
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RATE SHEATHING, TYP.
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\
M
6" 0,C.
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BTM. PLATE NAILING PER
°
U
SHEARWALL LEGEND
7 U
N
0 0
°
LEDGED ON
o
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ii
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BLOCKING AT PANEL SPLICE.
SHEATHING SPLICE PLATE.
SAME SIZE, TYPE, &
FRAMING PLAN
MIN. !' SPLICE B/T PANELS.
SHEATHING
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V
FASTEN SHEATHING AT EACH SIDE OF
O
ORIENTATION AS
SHEATHING.
;
WZ
Q
SHEARWALL LEGEND
FOR INTERIOR
Go
z
SEE TRUSS PLANS
°
NAILING TO BE 3" O.C. STAGGERED
/
Z
AT TRUSS ENDS/BLOCKING B/T
CHORDS w/ (4)I
NAILS AT 3" O.C.
FLOORS
I
U
O
SPLICE BETWEEN STUDS
ROOFTRUSS
SPLICE AT RIBBON/FLOOR TRUSSES
FIELD SPACIN"
SHEARWALL I
VERTICAL EDGE SPACING
PER SHEARWALL LEGEND
2x FLATWISE BLOCKING w/
SHEATHING SPLICE PLATE
NAIL SPACING AT EACH SIDE
OF SPLICE PER SHEARWALL
LEGENED
SPLICE AT RIM BOARD
Lu
1--
Q
D
ts1 MIN. FULL LENGTH APA
RATE SHEATHING, TYP.
FIELD NAILING PATTERN PER
SHEARWALL LEGEND
BTM. PLATE NAILING PER
SHEARWALL LEGEND
2) ROWS AT 6" O.C. STAGGERED IN
JPPER & LOWER PANEL ALONG RIM.
JSE NAILS PER SHEARWALL LEGEND
01N. g' SPLICE B/T PANELS,
SHEATHING TO EXTEND A MIN. OF
i ABOVE DBL TOP PLATE FOR
=ASTENING.
TOP PLATE NAILING PER
SHEARWALL LEGEND.
SPLICE BETWEEN STUDS (ALTERNATE)
2x FLATWISE
cn
I
16" MIN. FULL LENGTH APA
Z
�'
RATE SHEATHING, TYP.
O
SEE TRUSS PLANS
FIELD NAILING PATTERN 12" O.C. MIN.
O
TO ADJACENT TRUSSES PER
U
a
BTM. PLATE NAILING PER
SHEATHING TO
U
SHEARWALL LEGEND
W
N
NAILS AT 3" O.C.SHEATHING
LEDGED ON
TRUSSES w/ 10d
NAILS AT 3" O.C.
2x RIBBON BOARD OR 2x FLATWISE
,,��//
ii
N
BLOCKING AT PANEL SPLICE.
SHEATHING SPLICE PLATE.
SAME SIZE, TYPE, &
FRAMING PLAN
MIN. !' SPLICE B/T PANELS.
SHEATHING
��1
V
FASTEN SHEATHING AT EACH SIDE OF
IR/
ORIENTATION AS
SHEATHING.
SPLICE w/ HORIZ. SPACING PER
V
Q
SHEARWALL LEGEND
FOR INTERIOR
Go
PER TO BTM .TRUSS
SEE TRUSS PLANS
z
NAILING TO BE 3" O.C. STAGGERED
TO TOP PLATE w/ 10dABOVE
AA
V`
AT TRUSS ENDS/BLOCKING B/T
CHORDS w/ (4)I
NAILS AT 3" O.C.
FLOORS
1�
FOR WALL BELOW,
TOP PLATE NAILING PER
cq
O
INTERIOR SHEAR WALLSWALLS
SHEARWALL LEGEND.
w
v�`'
ts1 MIN. FULL LENGTH APA
RATE SHEATHING, TYP.
FIELD NAILING PATTERN PER
SHEARWALL LEGEND
BTM. PLATE NAILING PER
SHEARWALL LEGEND
2) ROWS AT 6" O.C. STAGGERED IN
JPPER & LOWER PANEL ALONG RIM.
JSE NAILS PER SHEARWALL LEGEND
01N. g' SPLICE B/T PANELS,
SHEATHING TO EXTEND A MIN. OF
i ABOVE DBL TOP PLATE FOR
=ASTENING.
TOP PLATE NAILING PER
SHEARWALL LEGEND.
SPLICE BETWEEN STUDS (ALTERNATE)
2x FLATWISE
10d NAILS
I
FLOOR TRUSSES,
Z
�'
BLOCKING
SEE TRUSS PLANS
r
1...
TO ADJACENT TRUSSES PER
U
SHEATHING TO
TRUSSES w/ 10dL
FLOOR SHEATHING PER
SHEATHING TO
^■
Lli
�q
Q
NAILS AT 3" O.C.SHEATHING
LEDGED ON
TRUSSES w/ 10d
NAILS AT 3" O.C.
A�1
`�
,,��//
ii
N
„
SHEATHING SPLICE PLATE.
SAME SIZE, TYPE, &
FRAMING PLAN
SHEATHING
��1
V
rri
IR/
ORIENTATION AS
SHEATHING.
I FLOOR TRUSSES,
V
Q
N
FOR INTERIOR
■ ■
PER TO BTM .TRUSS
SEE TRUSS PLANS
FASTEN PER
FRAMING PLAN
TO TOP PLATE w/ 10dABOVE
AA
V`
N
CHORDS w/ (4)I
NAILS AT 3" O.C.
00
1�
FOR WALL BELOW,
Ln
v-
cq
O
INTERIOR SHEAR WALLSWALLS
ONLY
w
v�`'
^N
w
FLOOR TRUSS
FLOOR TRUSS
M
TO SHEARWALL BRACING
Z
( -ter .PARALLEL
Q
�
V
;
�.z
ov
Lu
QO
a�
t/)
SHEATHING
LEDGED ON
10d NAILS
I
FLOOR TRUSSES,
Z
�'
FASTEN FLOOR
SEE TRUSS PLANS
FASTEN FLOOR
1...
TO ADJACENT TRUSSES PER
U
SHEATHING TO
TRUSSES w/ 10dL
FLOOR SHEATHING PER
SHEATHING TO
FLOOR
Lli
�q
Q
NAILS AT 3" O.C.SHEATHING
LEDGED ON
TRUSSES w/ 10d
NAILS AT 3" O.C.
SHEATHING PER
,,��//
ii
N
„
ROOF
FRAMING PLAN
SHEATHING
2x4 No. 2 SPF BRACE B/T
rri
IR/
FASTEN BRACE
SHEATHING
I FLOOR TRUSSES,
TRUSSES AT 12" O.C. ON
LEDGED ON
CHORD OF TRUSS.
FOR INTERIOR
■ ■
PER TO BTM .TRUSS
SEE TRUSS PLANS
FASTEN PER
FRAMING PLAN
TO TOP PLATE w/ 10dABOVE
BRACING FOR
■ ■ ■ ■
CHORDS w/ (4)I
NAILS AT 3" O.C.
ABOVE BRACING FOR
INTERIOR SHEAR
FOR WALL BELOW,
SHEATHING
LEDGED ON
10d NAILS
I
FLOOR TRUSSES,
FRAMING PLAN
FASTEN ,, MIN. SHEATHING
1
SEE TRUSS PLANS
TO ADJACENT TRUSSES PER
SHEARWALL LEGEND FOR
FASTEN BRACE TO
WALL BELOW, BLOCK ALL
FASTEN BTM.
TOP PLATES w/ (4)
10d NAILS
EDGES
TRUSS CHORD TO
EXTEND 16' MIN.
2x4 No. 2 SPF BRACE B/T
TOP PLT. w/ 10d TOE
SHEATHING TO TOP
ABOVE BRACING
FASTEN ADDITIONAL
TRUSSES AT 12" O.C. ON
NAILS AT 3" O.C.
CHORD OF TRUSS.
FOR INTERIOR
2x No 2. SYP. PLATE
TOP OF WALL
FASTEN PER
SHEAR WALLS
TO TOP PLATE w/ 10dABOVE
BRACING FOR
SHEARWALL LEGEND
ONLY
NAILS AT 3" O.C.
ABOVE BRACING FOR
INTERIOR SHEAR
FOR WALL BELOW,
INTERIOR SHEAR WALLSWALLS
ONLY
BLOCK ALL EDGES
ONLY
FLOOR TRUSS
FLOOR TRUSS
TRUSS
TO SHEARWALL BRACING
( -ter .PARALLEL
2x4 X 241, LONG w/ 16d NAILS
AT 3" O.C. CONNECT EACH
BRACE vW(2) 16d NAILS TO 2x4 MULTI -PLY GIRDER
2x (AGONAL BRACING
(2) 16d NAILS AT
TRUSS
EACH TRUSS, TYP
2X4 CONT. LATERAL WOOD
BRACING NAILED TO BOTTOM
CHORD MAXIMUM 10'-0"
SPACING AND AS REQUIRED
BY TRUSS MANUFACTURE TRUSS
(REFER TO TRUSS NOTES
AND TRUSS LAYOUT FOR
LOCATION)
DIAGONAL LATERAL BRACING DETAIL
2x4 LATERAL BRACING
PLAN VIEW
8 TYPICAL BRACING TO GIRDER DETAIL
PR03ECT #: 18-404
DESIGNED: KCM
DRAWN: KCM
SCALE: AS NOTED
ISSUED: 12/19/18
REVISION -1: 4/15/19
REVISION -2:
` ®ea`�ee'a'�r®`®�e®
C. M e
%��e
o`
® 35
®�•• STATE OF
i /..
♦ Q • 4C/
, F•• C�
KEVIN C. MARTIN, PE #80359
SHEET
S-7