HomeMy WebLinkAbout710 Briarcliffe St 18-3742; NEW SFH (A)r
t r
f'
CITY OF
Ski4FORD
PERMIT APPLICATION
`4.
BUILDING DIVISION
_Application No: T '
Documented Construction Value:
-7
1 o J'/'
Job Address v CItrC r' i-� s 3 ��� 3 Historic District: Yes ❑ No ❑
Parcel ID: 730 — 50,q da o ' Residential ❑ Commercial ❑
Type of Work: New ®/Addition ❑ Alteration ❑Repair ❑Demo ❑ Change of Use ❑ Move ❑
Description of %York:' Cs �
Plan Review Contact Person: ��-�/ lJ� Title: N
Phone: 3� ' 1 _ J�L S Fax: Email:. ..���� s9 ✓� v-t
Property Owner Information
Name__ -'_ — Phone: 7/
P3 P - S104
Street: 3Y U 541G��J�` Resident of property?:_ 41�0
City, State Zip:
Contractor Information
Name Phone:
Street: O .� (�� J Fax
City, State Zip: - eJeo:x San -75 State -License No.: C&��� d 3-0
Architect/Engineer Information
Name: 1w r 111-v /I - Phone: 3% .5"3.� =
Street: Fax:
` City, St, Zip: �,�o P: �. t� �jv-'7 6 . ' E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF. CO-MMENCEMENT XI AY RESULTIN YOUR PAYING
T,NVICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CODIAIEI\TCEMEN7T MUST BE RECORDED AND
POSTED;ON THE;JOB SITE BEFORE THE FIRST INSPECTION. -:IF YOU INTEND TO OBTAIN FINTANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF CONII1IFNCENIENT
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior
to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this -jurisdiction. I understand
that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners,
etc.
Rear E18;,vatiot%1......1/4°'=1'0"
Left Side ElizvatiOUI......114 -1 10"
It
rn
fin fl
12
5
Right Side Elevation ...... 114"=1'0"
cementious finish
Front Elevation ...... 11411-1 '011
�e��� �■epi �l
ISI ISI ISI ISI ISI ISI
RECORD COPY
REVIEVVED FOR CODE COMPLIANCE
PLANS EXAMINER
(- �\..c>
PATE
iI NFt i® E3 llf DIA S10
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF -THE TECHNICAL
coDE , NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
CCyMPA,CTION TEST
REQUIRED
Results to be Verified
at Slab Inspection
(SANFORD
rr��a
a-374
Bryan A Molyet P,E,
License#PE041509
Suite "W"
1060 East Industrial dr
Orange City FL 32763
Tel. 386-532-8000
L
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Q �J i .
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_ flj�4-all
Yzzozi.e t to
_ truss company_
_ _5125118 tgsd _
REVISIONS
DATE 5/18/2018
Dwg By
tract' s dooley
SHEET
1 OF 5_
DWG NO
�JR1518A
RE.Seaf
L
valid only when signed in
.blue ink with raised seal
Q C
GENERAL NOTES:
-t:) � o o
15#UL bldg paper, Rino Guard
SHEARWALL SEGMENTS ARE BETWEEN DOWNPOURS. IF OPENINGS EXIST GREATER THAN ONE SQ. FT.,
� o
or Stick & Peel, secure to
SHEARWLL LOADS ARE DISTRIBUTED TO ADJOINING SHEARWALLS BY WIND DIRECTION.
in.�,
sheathing 7/$" capped
roofing nails 12" spacing
WOOD FOR STRUCTURAL CONDITIONS TO BE GROUP TI SPECIES MINIMUM f/b => 1300 P.S.I.
0.
STRUCTURAL SHEATHING SHALL BE MIN 7/16 OSB or, 15/32" C -D PLYWOOD, 5/8" PLYWOOD or, ZIP
a X
(underlayment per R905.2.7)
SYSTEM.
° �, �, x ° �] z
O
'
ALL BRACING REQUIRED FOR ROOF TRUSSES SHALL BE AS INDICATED BY TRUSS MANUFACTURER.
.-� L O> O
a �, � �:Structural
Sheathing
(Min per•rnanent truss bracing shall be one (1) 2x4 "X" brace for every ten (10) sets of tr•uses, or fraction trereof,
o A zi
(min 19/32 plywood)
and, one (1) 2x4 "Rat Runner" for every 16 ft of span, rounded down) CONFIRM DESIGNS, LAYOUT, LOADS
I° ° a
°
AND ALL TRUSS UPLIFTS WITH EACH INDIVIDUALLY ENGINEERED TRUSS DETAIL DWG TO ASSURE
Metal Roof
PROPER DESIGN, HURRICANE HOLD DOWNS, STRAPING FOOTER etc., AT CONSTRUCTION SITE.
Eng Truss secure as per
b '� h a h .a _4 v
a o
Or Rafter. Mfg instructions
UNLESS OTHERWISE INDICATED, ALL INTERIOR WALLS ARE 2x4 Horn 16' oc.
O
TYPICAL FILLED CELLS AS INDICATED SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH ONE'
NE-
#5
#5 REBAR (SAE40) TIED TO FOOTING AND TIE BEAM DOWEL. (all rebar 25" MIN LAP and tied) (unless
otherwise specified)
Optional !°COO f Flnlsh
Roof
FIN GRADE TO BE MIN 6" BELOW FIN FLOOR. BOT OF FTR TO BE 12" MIN BELOW FIN. GRADE,
PLUMBING PLAN IS SCHEMATIC. ACTUAL LOCATION AND SIZE OF RISER VENTS SHALL BE DETERMINED
Optional design for Metal ROOF attached
BY A LICENSED FLORIDA PLUMBER. NO PLUMBING REQUIREMENTS SHALL INTERRUPT THE STRUCTURAL
directly to structural sheathing. Attach
INTEGRITY OF.THE BUILDING.(plurner, to provide affidavit prior to final purge per FPC 610)
Q N d
meta roof per mfg. instructions.
ELECTRICAL PLAN AS SHOWN MAY VARY., ACTUAL LAYOUT AND ELECTRICAL SERVICE TO BE
DETERMINED BY A LICENSED FLORIDA ELECTRICIAN. PANEL SIZE AND LOCATION TO BE DETERMINED
V d h
BY BUILDER AND ELECTRICIAN. (Electrical systems shall comply with the provisions of NFPA 70.)
q a w
Q v
ALL DIMENSIONS ARE NOMINAL AND MAY VERY DUE TO CONSTRUCTION. CONFIRM ALL R/O SIZES
z
; 2,
WITH SUPPLIER OF PRODUCT.(ie Windows, Doors, cabinets fixtures etc) ADJUST AT CONST AS REQ.
h b
v
DESIGNS ARE CONCEPTUAL, ACTUAL CONSTRUCTION MAY VERY.
CABINET DESIGNS AND DIMENSIONS MAY VARY SLIGHTLY FROM THOSE SHOWN. REFER TO CABINET
w
MFG DETAIL DVVGS FOR EXACT DIM AND INSTALLATION.
4
F- 3 F- " �, ,� •r n � a V
A/C PLAN IS SCHEMATIC. ACTUAL LAYOUT OF UNITS, DUCTS, RIA & VENTS ETC, SHALL BE DETERMINED
BY A FLORIDA A/C CONTRACTOR.
SAFETY GLAZING SHALL BE USED ON WINDOWS AS REQ BY CODE TE: ( bath, < 18" from from fin floor etc.)
b o
Pressure treated wood shall be used as specified by manufacturer., (ie: interior,exterior etc)
°
( Must also be compatable with all hangers, coated fasteners, nails etc used.)
3
N ? b
Bath ventilation shall be conform to 501.3 of the mechanical specs,
b 4
4
Precast lintle shall have 8" nom brg ea side unless otherwise specified.
a � �
� "n i�
12
5
Right Side Elevation ...... 114"=1'0"
cementious finish
Front Elevation ...... 11411-1 '011
�e��� �■epi �l
ISI ISI ISI ISI ISI ISI
RECORD COPY
REVIEVVED FOR CODE COMPLIANCE
PLANS EXAMINER
(- �\..c>
PATE
iI NFt i® E3 llf DIA S10
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF -THE TECHNICAL
coDE , NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
CCyMPA,CTION TEST
REQUIRED
Results to be Verified
at Slab Inspection
(SANFORD
rr��a
a-374
Bryan A Molyet P,E,
License#PE041509
Suite "W"
1060 East Industrial dr
Orange City FL 32763
Tel. 386-532-8000
L
v
u Vsz
b
Q �J i .
� o
V
_ flj�4-all
Yzzozi.e t to
_ truss company_
_ _5125118 tgsd _
REVISIONS
DATE 5/18/2018
Dwg By
tract' s dooley
SHEET
1 OF 5_
DWG NO
�JR1518A
RE.Seaf
L
valid only when signed in
.blue ink with raised seal
hurricane anchor
jack studs as req
for opening A Simpson H6 ea stud
nail with 16 8d nails 5imp5on H2.5
r (2) at openings <50"
(3) at openings >50" & <72"
(4) at openings >72" & <110"
nail with 1010d nails
hdr as specified
_._ _ 1/2" dia anchor
Simpson ST18 nail with 14 16d nails. 4" rain emb
(1) strap ea side openings <74" conc/blk
(2) straps ea side openings > 74"<110"
Typ Int Hdr Det H1D H5D Floor Attachment At Hdr N6A
n � thru O
w �
Q Simpson HUC410 secured to
blk with(18)1/4" tapcons 3" min
LU lenth. nail hdr w/10 10d nails
HDR TO BLK P1A
I
I
416d nails
ea joint
'I" hdr as specified
impson ST18
4x6 or > u 1416d nails
pt post 2 ea hdr
Typ Post To Hdr P1 D
�Eny Truss hurricane
anchor
exterior drvwall�
hdr as '
\ vented
specified
i
11 soffit
* re -cast eng cont hdr used as lintle (see detail)
(2) Simpson
®) 2x12 with 1/2" plywood flitch
ST18 post to hdr
H2 n
Simpson ABU88Z, A13U66Z,
(see detail)
ABU46Z or ABU44Z as reg
PT post
per post size specified
H4 n
hollow out top blk pour
(see detail)
solid concrete to accept
#5 rebar
anchor bolts
turned into
footer
(install as per mfg. specs as
with all Simpson products)
8x16 crossed or
plywood
16x16 conc blk
cosmetic fin
gee typ ftr
Typ Post Sec CP�
eng truss
(2) 2x plt
Simpson SP2
ea stud
1/2"(
Simpson SP1
ea stud
Wood hdr desigation
II
I I
Symbol
®Description
* re -cast eng cont hdr used as lintle (see detail)
N1 n
®) 2x12 with 1/2" plywood flitch
(see detail)
H2 n
®) 2x10 with 1/2" plywood flitch
(see detail)
H3 n
() 2x8 with 1/2" plywood flitch
(see detail)
H4 n
(A) 2x6 with 1/2" plywood flitch
(see detail)
H5 n
pre-eng hdr by truss co.
(see detail)
H6 n
floor connection at hdr
(see detail)
note:
® on windows with arc top omit (1)1/2"
flitch and see arc win framing detail
A (2) on 2x4 wall .... (3) on 2x6 wall
plywood
1/2" drywall
hurricane anchor
2x blocking 48"
max space on all
walls > 8" tall
__-,lnsulation
--2x studs 16" oc
1/2" dia anchor bolts
32" spacing to be
within 11" of corner
and openings
pt plt
see typ ftr sec
Brg Wall At Gar I=q
See typ
Roof Finish
eng truss
,11onnn --—
insulation
1/2" drywall
bond beam
1#5 rebar
continuous II
sill
insulation
pt fur strips
1/2" drywall
cone slab , I
See typ ftr detail
Typ Wall Sec FA
(std truss heel)
hurricane
anchor
�"—facia
vented soffit
precast hdr
window
precast conc sill
where required
-- #5 rebar
finish as
specified
8x16
conc blk
O
tt'
M
hurricane -
II
I I
anchor emb as
Cl n
* re -cast eng cont hdr used as lintle (see detail)
specified
/
1#5 ret ar• .
* pre -cast eny conc hdr with blk & lintle over (see detail)
precast
C8 n
8x16 conc block
(1)* #5 rebar in lintel,bond beam etc as shown.
(power box steel lintels may be' used in lieu
of precast lintels with rebar as specified)
(2) precast lintel length to be opening size plus 8" brg ea side
(3) solid pour 3000 psi conc from bond beam to lintle
(4) use recess lintels over doors as required
lintel
bond beam w/1#5
rebar continous
I !'
column or
wall beyond
Precast lintle over C2
0
�o
i
Precast hdr desigation
Symbol
Description
Cl n
* re -cast eng cont hdr used as lintle (see detail)
CZ n
re -cast eng conc hdr with lintle over. (see detail)
C3 n
* pre -cast eny conc hdr with blk & lintle over (see detail)
C8 n
* pre -cast eng conc hdr, special (see detail)
(1)* #5 rebar in lintel,bond beam etc as shown.
(power box steel lintels may be' used in lieu
of precast lintels with rebar as specified)
(2) precast lintel length to be opening size plus 8" brg ea side
(3) solid pour 3000 psi conc from bond beam to lintle
(4) use recess lintels over doors as required
„
16'-0"
20'-0"
Bryan A Molyet P.E.
License#PE041509
Suite "W"
1060 East Industrial dr
Orange City FL 32763
Tel. 386-532-8000
v
19,\-c 61,Pi
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_ _ �I JL DZIB -
T/4/18 sent to
truss company_ .
-
_ _525,118 tgsd -
_-
REVISIONS
DATE 5/18/2018
Dwg By
tracy s doo~l'ey
/ 1
SEE 1
OF 5
D WG NO
JR1518A
RE'.Seal
t
valid only when signed in
blue ink with raised seal
L •� O b � O
++
C2b d> n k
A sq ft
O trl fi
pprox
Q
O
X V, c a k q d i^
Living area
N
Q,
n o +�
?. o b U c U .� -A E
��'.fi °; x_104,
...................1363
F
U C
Cara e
9
C_ V L' L'
b y 4- ,o
...........................464
Cvrd entry......................4 9
V
m v a a 0 3
_ Total
Patio .............................. 200
„
16'-0"
20'-0"
Bryan A Molyet P.E.
License#PE041509
Suite "W"
1060 East Industrial dr
Orange City FL 32763
Tel. 386-532-8000
v
19,\-c 61,Pi
o O
\C)
°\bA\ M
v �
o
Q I-
� o
V
_ _ �I JL DZIB -
T/4/18 sent to
truss company_ .
-
_ _525,118 tgsd -
_-
REVISIONS
DATE 5/18/2018
Dwg By
tracy s doo~l'ey
/ 1
SEE 1
OF 5
D WG NO
JR1518A
RE'.Seal
t
valid only when signed in
blue ink with raised seal
w•
overhead service
riser (min 2") for
utility attachment
0
I meter a 1
approved surface
raceway for
utility under
ground feeder
4 wire service
conductors in
approved raceway
see note
#1 below� _-
distribution
panel
main disconnect
if required
(1) #4
CWP ground
round
under ground 4---j (2) 5/8 x 8'0
elec service long copper clad
grounding rods
NOTE: o
1) 120/240 volt, 3 wire, single phase distribution 6' 0" min
200 AMP: #2/0 copper 4/0 aluminum spacing
2) All wire shall be THHN
3) A/C loads are assumed, verify equipment loads
prior to installation, revise branch as necessary
Typical Electrical Riser (200 AMP Service)
Note:
Electrial layout is schematic only ,final electrical
layout, including meter and electrical panel location,
shall be determined by a Florida licensed electrician,
(in conjunction with owner/builder) and shall comply
with NFPA 70.
Elec note:
Provide AFIC in all bedrooms and living areas.(ref 2008 NEC)
Tamper resistant recepticals required. (ref 2008 NEC)
Missed dowel procedure:
Wall not erected:
Drill 1" dia hole 5" deep into slab at correct location,
epoxy min 30" long rebar into hole, lap all rebars 25" min.
Wall erected:
Core wall 16" wide and 4" deep, drill 1" dia hole into slab
at correct location, epoxy min 30" long rebar into hole, lap
all rebars 25" min. Form cored wall and pour solid with
3000 PSI concrete using 8" slump, and is to include repairs
to the tie beam as necessary.
Missed footer repair procedure
#5 rebar, 25" min lap
NEW FTR
2 drill existing ftr 4" deep, insert
1#5 rebar ea hole and secure
X cr with epoxy ie: Rawl Hammer
w ri Capsul Anchor, Simpson SET etc.
#5 rebar 25" ruin lap
— — - NEW FTR
Footer Connection
Suplimental detail for attaching
a new ftr to an existing ftr RA
26" min lap
(Typ) Footer Continuity
Block
I
i
,i
1#5 rebar ea filled
cell 25" min lap
° conic slab
I
I
I.
I G
2#5 rebar
v
�16"�
p mono Ftr AB
o conc slab`
°v. G
C)
2#5 rebar
Typ Mono Ftr AA
O
Ty
1#5 rebar ea filled
ce1125" min lap
Ilf
iii
8x16 conc block
11
4" nom
(varies)
p
conc slab
1 ° 9
l �.
l n
A
- =- #5 rebar
C'
p
16"
mono Ftr AC
i
I
1#5 rebar ea filled
step
cell
25" min lap
down
I I
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\_J11
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1
l l n
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b
-W -1-ZCV d i N
-t
O
VL'.
N V .tj ? p. V O
L:
conc slab'. °
i�
O
d
-'v.
U I
�
2#5 rebar
16"
o'W
Typ mono Ftr
AD
o conc slab`
°v. G
C)
2#5 rebar
Typ Mono Ftr AA
O
Ty
1#5 rebar ea filled
ce1125" min lap
Ilf
iii
8x16 conc block
11
4" nom
(varies)
p
conc slab
1 ° 9
l �.
l n
A
- =- #5 rebar
C'
p
16"
mono Ftr AC
i
V)
N
V �
J
1/2" dia anchor °
bolt 21" spacing to v
be within 11" from PT plt
icor and openings sill seal _ _ _ _ _ -
step down I conc slab - - - - - _ -o - -
V
b 7
2#5 rebar------____
L. — — .—. — — — — — —
-04P-7ZWZ-8 _
6/4/18 sent to
truss company_
16"
t�ss1-
Typ mono Ftr AE _5125118 tgsjl_
x(21118 tgsd _
V 7-
t conc flab �4 v
a I [—;�
.�
1#5 rebar
Thick EdgeSA
REVISIONS
DATE 5/18/2018
DW9 By
tracy s dooley
SHEET
3 OF 5
DWG NO
JR1518A
Se
Bryan A Molyet P.E. \�' �•
License#PE041509
Suite W
1060 East Industrial dr
Orange City FL 32763
Tel, 386-532-8000 valid only when signed in
blue ink with raised seal
41
V
O
h Vj Q tv
• o) m Q �� �' o d o 44
N
N v
�
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b
-W -1-ZCV d i N
-t
O
O)'zz
h
N V .tj ? p. V O
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O)fi
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s h c° v I�
N
v o ti 7 .� o
.12 .o
o'W
V
N
chit
i'. N
V)
N
V �
J
1/2" dia anchor °
bolt 21" spacing to v
be within 11" from PT plt
icor and openings sill seal _ _ _ _ _ -
step down I conc slab - - - - - _ -o - -
V
b 7
2#5 rebar------____
L. — — .—. — — — — — —
-04P-7ZWZ-8 _
6/4/18 sent to
truss company_
16"
t�ss1-
Typ mono Ftr AE _5125118 tgsjl_
x(21118 tgsd _
V 7-
t conc flab �4 v
a I [—;�
.�
1#5 rebar
Thick EdgeSA
REVISIONS
DATE 5/18/2018
DW9 By
tracy s dooley
SHEET
3 OF 5
DWG NO
JR1518A
Se
Bryan A Molyet P.E. \�' �•
License#PE041509
Suite W
1060 East Industrial dr
Orange City FL 32763
Tel, 386-532-8000 valid only when signed in
blue ink with raised seal
11
Roof Plan 118"-1'0
r
U
<t"
m
a -
50'
Missed anchor procedure:
Use (1) Simpson HTSM16 for ea 1175# of uplift load.
Secure to concrete block with (4) 1/4" tapcons, 3" min
length. Nail with 810d nails.(max 2 per truss joint)
Unless otherwise specified, truss to girder
connectors are HUS26 for (1) ply, HHU28
for (2) ply, and shall be supplied by the
truss supplier. Truss co to eng and supply
all girders required.
Note:
Roof sheathing shall be min 7/16" OSB. Long
dimension shall be perpendicular to framing members
and end joints shall be staggered. Sheathing shall be
fastened to roof framing with 8d ring shank nails 6"
O.C. All external edges of roof to be nailed 4" O.C.
Area marked "A" shall have nails spaced 4" O.C., min
48" from edge.(exclusive of oh)
Note:
Wall sheathing shall be fastened as follows:
4"O.C. short side
6" O.C, long side
12" O.C. field
Sheathing shall be nailed with 8d nails.
(blocking as req at sheathing joints)
13'-8" 9'_4„ r 7
For Dwg#JR1518A
Note:
For valleys less than 8' in
length all members may be 2x4.
nail all wood to wood with 10d
nails in addition to strapping
2x6 rafters
Wood to concrete connectors:
All hurricane hold downs are Simpson HETA-20
except as otherwise specified..
Wood to wood connectors:
All hurricane hold downs are Simpson MTS -12, except
as otherwise specified
LO
d-
CS16 from 24
ridge to nearest
truss below or
blocking
nail CS16 straps with
min (4) 8d nails ea end
la�rt truss
F(42x4 collar ties with 2x8 ridge 516 from
)10d nails ea end 2x8 ridge to� J
(2) 2x4 last truss /
sleepers CS16 from 2x6
rafter to nearest
2x6 rafter truss below
trusses
below
Typ Val Frame Detail HDE
Fasteners and anchors of like kind may be field substituted
providing uplift capabilitys are equal to or greater, than
those required for the specific item to be secured. If the
manufactures rating at time of construction differs from
tables below, the manufactures rating shall be used.
Typ Wood to Wood Connectors
Connector
Fasteners
Uplift in lbs
Simpson H2.5
(10) 8d nails
415
Simpson H2.A
(12) 8d nails
575
Simpson H2.5A
(10) 8d nails
600
Simpson H3
(8) 8d nails
455
Simpson H6
(16) 8d nails
950
Simpson H8
(10) 10d nails
745
Simpson ST9
(8) 16d nails
885
Simpson ST12
(10) 16d nails
1105
Simpson ST18
(14) 16d nails
1420
Simpson MT512
(14) 10d nails
1000
Simpson HTS16
16 10d nails
1260
Simpson HTS20
(20)10d nails
1450
Simpson SPI
10 10d nails
585
Simpson SPZ
12 10d nails
1065
Simpson SP4
(6)10d nails
735
Simpson SPH4
12 10d nails
1360
—Simpson L90
10 10d nails
695
Simpson LS90
12 10d nails
840
Sim son U26
(6)10d hdr/(4)10d joist
480
Simpson LSU26
(6)10d hdr/(5)10d joist
485
Simpson HCP2
(6)10d hdr,/(6)10d joist
605
Simpson HUS26
(14)16d hdr/(6)16d truss
1550
Simpson HHUS28-2
(22)16d hdr/(8)16d truss
2000
Simpson HUSC412
(20) 16d nails
2195
Simpson MGT
5/8 bolt/22 10d nails
3965
Simpson LS-,
(14)10d nails
1065
** Typ Concrete to Wood Connectors
Connector
Fasteners
Uplift in lbs (DFL/SP)
1 ply
2or3 ply
Simpson META 20
(7)10d nails/(6) I6d nails
1450
1450
-Simpson HETA20
(9)10d nails/(8)16d nails
v 42
1810
(2)Simpson META20
(10)10d nails/(14)16d nails
1985
1900
(2)5imp5on HETA20
(10)10d nails/(12) 16d nails
2035
d r 1Z b b d b a q v
Simpson HETA16
embedded / (9)10d nails
1810
Simpson HTT4
5/8 "J" bolt(18)16d nails
4235
Simpson HTT22
5/8 "J" bolt(26)16d sinkers
5090
Simpson ABU44Z
N
>
Simpson ABU46Z
5/8 bolt/(12) 16d nails
2300
� +
5/8 bolt/(12) 16d nails
2300
v .o
T_ o o a E_ �
Simpson ABU88Z
U
ZI
a
Q d 45 6
1175
** Typ Concrete to Wood Connectors
Connector
Fasteners
Uplift in lbs (DFL/SP)
1 ply
2or3 ply
Simpson META 20
(7)10d nails/(6) I6d nails
1450
1450
-Simpson HETA20
(9)10d nails/(8)16d nails
1810
1810
(2)Simpson META20
(10)10d nails/(14)16d nails
1985
1900
(2)5imp5on HETA20
(10)10d nails/(12) 16d nails
2035
2500
Simpson HETA16
embedded / (9)10d nails
1810
Simpson HTT4
5/8 "J" bolt(18)16d nails
4235
Simpson HTT22
5/8 "J" bolt(26)16d sinkers
5090
Simpson ABU44Z
5/8 bolt/(12)16d nails
2200
Simpson ABU46Z
5/8 bolt/(12) 16d nails
2300
Simpson ABU66Z
5/8 bolt/(12) 16d nails
2300
Simpson ABU88Z
(2) 5/8 bolt/(18) 16d nails
2320
Simpson HTSM16
(4)1/4 tapcon/(8)10d nails
1175
Simpson HTSM20
(4)1/4 to con/(10)10d nails
1175
Simpson MTSM20
(4)1/4 tapcon/(7)10d nails
860
Simpson HUS26
(6 )114 to con/ 6 16d truss
1550
Simpson HHU28-2
(8)114 taPcona6_)16d truss
2000
Simpson HUSC410
(8)1/4 to con/ 8 16d nails
2310
Simpson MGT
5/8 "J" bolt 2210d nails
3965
Simpson MSTAM36
(8)1/4 tapcon/(13)10d nails
1870
Simpson HUC46
(4)3/16 to con(6)10d nails
940
Simpson HUC410
(6)3/16 tapcon(10)10d nails
1565
Simpson HGT
(2) 3/4" ATR /16 10d nails
Simpson HHETA?0
(17)10d nails
2130
® **Note: When double connectors are imbeded in concrete
and they are spaced closer than 6" the uplift value of one
strap shall be decreased by 50%. or as shown above
® (Alternate)Threaded rod (SAE1018), 4.25" emb,
secure with high strength epoxy. (ie: Simpson SET)
H6T-2 (10980#) H6T-3 (10530#) HGT-4 (9250#)
( min embbed depth 12" to obtain full loads)
with brg plt washer BP5/8-2
Bryan A Molyet P.E.
License#PE041509
TrussLayout ... 3116"- 1 "
Suite "W"
1060 East Industrial dr
Orange City FL 32763
Tel, 386--532-8000
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• _ —f�1�18
_525118 tg5,l_
• —X121-�� t�sd — -
REnsXONS
DATE 5/18/2018
Dwg By
tracys dooley
SHEET"
4 OF
D WG NO
JR1518A
RESeal.
valid only when signed in
blue ink with raised seal
8' spacing between filled cells j
IIIunless otherwise specified
�y
#5 rebar
/I vert reinf in
grouted cell
_sleeve main waste pipe
"U"block w/2500 psi . with schedule 40 6 PVC .
.. (2) #5 rebar in ftr __._ _..
(1) #5 rebar in lintle std 90 below bottom of footer 3" min cover std 90 hook
1 1/2" min cover bond beam hook
Sewer Pipe Detail Below Mono F=ooter Lf
F4Z25" min lap Block Wall Above
stub out location may differ on larger or, smaller walls.
#5 rebar pipe location must not interrupt the structural integrity of wall or footer
f
TYP DN POUR (�
ext finish as
specified precast cont hdr
tapcon min 1114" emb into 3/4 pt buck 1x6 pt
concrete, see wind load (min thick) furring
table for size and quantity
1/2 "drywall
caulk perimeter
and between
flange and buck
/ window wood load bearing
shim at each anchor as req
tapcon min 1114" emb into
window glass
shim 3/16" +/- 1/16" concrete. see wind load
Itable for size and quantity ext finish as
Q J specified
SGD Buck Header Detail and beerimeter
tween
(use door mfg installation if different than shown) flange and buck
(max 4 sliding door's)
door glass
V -C1
3/4 pt buck
(min thick)
window wood load bearing 1x6 pt furring
shim at each anchor, as req
shim 3/16" +/-1/16" 1/2 " drywall
conc floor
SGD Buck Jam Detail
caulk under sill or settapcon min 1114" emb into
(use door mfg installation if different than shown)
in bed of concrete concrete, same quantity (max 4 sliding doors)
and location as hdr buck
SGD Sill Detail
(use door mfg installation if different than shown)
(max 4 sliding doors)
tapcon min 1114" emb into
concrete. see wind load
table for size and quantity
ext finish as
caulk perimeter specified
and between
flange and buck
flange type
win frame
cont blk
window glass
window wood load 3/4 pt buck
bearing shim at each
(min thick)
anchor as req
shim 3/16" +/- 1/16"
1/2 " drywall 1x6 pt furring
Win Buck Jamb Detail
(use win mfg installation if different than shown)
flange type
win frame
caulk perimeter
precast
conc sill
ext finish a.
specified
window
glass
wd or marble sill
2 pt
rring
/2 It
-ywall
Win Sill Detail
(use win mfg installation if different than shown)
ext finish precast
as specified conc hdr
tapcon min 1114" emb into 3/4 pt buck 1x6 pt
concrete. see wind load (min thick) furring
table for size and quantity
caulk perimeter dr :
and between drywall
flange and buck
flange type rshim
wood load bearing
win frame each anchor as req
window shirrs 3/16" +/- 1/16"
glass I
Win Buck {-leader Detail
(use win mfg installation if different than shown)
E—
B—
center
®Bp--
C
2" min 4' max
D (typ all cor)
3116" tapcon
1,5" min emb
h 7— C
A
Tapcons
(typ)
E
B
Window Tapcon Placement Chart
Code
Size
Fastener
Location
Code
Size
Fastener
Location
-- #12
_ ALC _
_1/2 #32
_A; C
#13
ASC
1/2 #33
_A, C _ --
__ #14
— ALC r
1/2 #34
—A, C — —«
#15~
_A, C_
_
1/2 #35
_A, B, C
#16
A, C
1/2 #36
A B, C
_ #22
A, C
_#32 _
_ A, C-
__#23
--#23
__A,C
__#33_
A,C___
_ #24
_Ai 8 C
_#34
6
_ #245_
_A, B C
_ _#345
—A_ B, C
-- #25
—A1 E' .0
_ _ #35—
—Aq, 8' C --
-_#26
_A,, 8 C
_#36 _
Al
3/16" tapcon 1.5" min emb (typ)
Min Win Tapcon Placement (typ)
(use win mfg installation if different than shown)
Masonry 2" min 4" max
Opening (typ all cor)
•
n
3/16" Tapcon Quantity
side buck
hdr buck
sill
3068 Door
3
Header Buck
n 5
Db13068 Door
N -� vi � N o o •t, �
4
4
(2x pt buck or
Header
2
N n ti 0 1+ r
Db/ 3080 Door'
5
as specified by
Buck
•
V
N o d a a o .� c k o
4
2
door mfg)
4
9
41G�
vvo�
v
9068 SGD Unit
4
3116" tapcon
6
N
•
6
6
1,5" min emb
Tapcons
9
9
12
2
0
(typ) -
10'x10'
6
v
.
J
(2x pt buck or as "
�.
otherwise specified
Side
by door mfg)
Buck
•
Side Buck
(1x pt buck may be used in
2" min 4" max
lieu of 2x , provided the
all ends)
Z
tapcon is secured thru door
•
n
DOOR
3/16" Tapcon Quantity
side buck
hdr buck
sill
3068 Door
3
J
n 5
Db13068 Door
N -� vi � N o o •t, �
4
4
�LL fi
b d
5
2
N n ti 0 1+ r
Db/ 3080 Door'
5
5
7
•
V
N o d a a o .� c k o
4
2
b.Q, v 1-+
o U o
4
9
41G�
vvo�
v
9068 SGD Unit
4
.I2 .p
trl d .b V
6
N
U 4
6
6
16080 SGD Unil
5
9
9
12
2
0
10'x10'
6
v
.
SZ Z -Z v
QO V +3GN F: d +°+
6
DOOR
3/16" Tapcon Quantity
side buck
hdr buck
sill
3068 Door
3
2
n 5
Db13068 Door
4
4
4
3080 Door
5
2
4
Db/ 3080 Door'
5
5
7
2
5
4
2
18' x 8'
4
9
2
9068 SGD Unit
4
6
6
9080 SGD Unit
5
6
6
16080 SGD Unil
5
9
9
12
2
6
10'x10'
6
1z
2
6
jamb and buck with 2" min 3/16" tapcon 1,5" min emb
emb in block wall)
Typ Door Bucks
(use door mfg installation if different than shown)
center buck
on opening • (min) 2x6 pt
hdr buck 2" min
• �. 4" max •
�<
DG
Door Size
Door Size
(X) Quantic
Masonry
side buck hdr buck
1/2" 1/4" 1/2" 1/4"
anchors to co onrhnrq to co
Frame
1/2" lag bolts
side hdr
I buck buck
8'x7'
4
n 7
2
n 5
4
2
9'x8'
4
7
2
5
4
2
16' x 8'
4
7
2
5
4
2
18' x 8'
4
9
2
6
4
2
12'x12'
6
12
2
6
10'x12'
6
12
2
6
10'x10'
6
1z
2
6
see mfg installation specs on gar
doors larger than specified above
MASONRY WALL (typ)
(X) 1/2" J -Bolts or 1/2" dia
friction bolts with 2" washer,
min emb 5" in poured conc cell
(equally spaced on side buck and
shall riot interfere with door roller
brackets)
Note:
(X) 1/4" tapcons with 3/4"
washer, 1314" min emb, 14"
max spacing on side buck, may
be used in lieu of anchor bolts
FRAME WALL (typ)
(X) 1/2"x 4" lag bolts with
2" flat washer emb min 1
3/4" into frame wall
(equally spaced on side buck and
shall not interfere with door
roller brackets)
Typ Garage Door Bucks
(use door mfg installation if different than shown)
(min) 2x6 pt
side buck
4" min 8"
max
•
Bryan A Molyet P.E.
License#PE041509
Suite "W"
1060 East Industrial dr
Orange City FL 32763
Tel. 386-532-8000
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-
_ _5125118 tgsd
-
REV15ION5
DATE 5/18/2018
Dwg By
tract' s dooley
SHEET
5 OF
DWG NO
�JR1518 A
P.E.Sea
YIN��\
valid only when signed in
blue ink with raised seal