315 2nd St RES19-0199 Int Reno FellRevision Request/Correction to Comments **ALL INFORMATION
��t"L1,-� HIGHLIGHTED IN
/� 'z` City of Atlantic Beach Building Department GRAY IS REQUIRED.
; ;li
� 800 Seminole Rd, Atlantic Beach, FL 32233
" '1S'',, Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES19-0199
ElRevision to Issued Permit OR []Corrections to Comments Date:10/21/2019
Project Address: 315 2nd Street
Contractor/Contact Name: DSM Renovations LLC/Denise McPherson
Contact Phone: (904)239-0059 Email: dsmcph@comcast.net
Description of Proposed Revision/Corrections:
RFCE IV E D
Garage Door replacement
OCT 21 2019
Building Department
I DSM Renovations LLC/Denise McPherson affirm the revision/correction to comments is ince®#tAttll tai'ioagtvoluf L
(printed name)
• Will proposed revision/corrections add additional square footage to original submittal?
ENo 0 Yes (additional s.f.to be added: )
• ill proposed revision/corrections add additional increase/uildin g value to original submittal?
v1No 0*Yes (additional increase in building value '> ) (Contractor must sign if increase in valuation)
if'
*Signature of Contractor/Agent:
(Office Use Only)
4proved Denied E Not Applicable to Department Permit Fee Due s(' 00
Revision/Plan Review Comments
De artment Review Required: n
Building j M1
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities /d — 2'/ ^ a 0/
Public Safety Date
Fire Services Updated 10/17/18
OFFICE COPY REVISION
BP# ,2eS /9-0/9f
DATE /UI • 1. r/-
SIGNED
1
3 ♦ 2 1
4
Window Options:
1/8" DSB
1/4" Tempered Glass
1/4" Polycarbonate D
7/16" Insulated Glass
D 10'4"(see notes for other widths) 7/16" Tempered Insulated Glass
Optional Standard LitesMax daylight opening 39-3/8 x 12-1/2"
(see window options) Intermediate Hinge
III_,
b
'Iii Flag
Top Fixture ,
Bracket
I!!! f / /1 :I1/1 HiP gb
iit n N li q door height g o Q ii
V6,o tt v 6-6"to 7'-0" 4 2 2
14
End Stile
T-6"to 8'-0" 5 3 3 C
d •t i
Vv = Track 8'-3"to 8'-9" 5 3 3
® v
C 7 !I11.
o Bracket 9'-0"to 10'-6" 6 3 4
End Hinge n I
10'-9"to 12'-3" 7 3 5
;; .. 12'6"to14'-0" 8 4 6
B14-3"to 15-9" 9 4 7
® I I! 16-0"to 17-6" 10 4 8
Bottom Fixture
17-9"to 19'-3" 11 5 9
This door has been evaluated in accordance with ASTM E 330-02 and ANSI/DASMA 108-02 and 108-05. GO 431 19'-6"to 20'-0" 12 5 10
Supporting structural elements to be designed by registered professional engineer for specified wind loads. bracket quantities shown are for B
B If door is not electrically operated,a lock must be installed. Strut Strut use Track h gcq2 a better spruce-re forir
Maximum door height: 20'-0" Maximum section height 21" Attachment (SPF)or southern pine jambs.
Per ASCE 7-10,Design Pressures(DP)typically meet or exceed the requirements for the following wind speeds.
These exposure"B"wind speeds are for 7'high doors on 30'tall buildings. \\\1111 ISI
I I��// p g
Width Design Pressure Wind Speed Windows Center Stiles �\ E, SC //� Supplemental Instructions contain details
14'-00" 10.0(psf)/-11.2(psf) 104(mph) YES 3 \\ '1 "e N a' FS �i for doors u to 20'-0"high.These are required in
_ 13'00" 11.6(psf)/-13.0(psf) 112(mph) YES 3 \., )O,•ate F'•, addition to this drawing for installation. Always -
No.51737 use supplemental instructions in addition to this
12'-00" 13.6(psf)/-15.3(psf) 121(mph) YES 2 John E.States,P.E. = *= drawing during door installation.
10-00"- 16.1(pat)/-18.2(psf) 131(mph) YES 2 = * * - s
10'-06" 17.7(pat)/-19.9(psf) 137(mph) YES 2 3121 Fairgate Drive (7 if a nts
10'-02" 18.9(psf)/-21.2(psf) 141(mph) YES 2 Carrollton,Texas 75007 STATE OF to\ lUr Bap, a�
10'00" 19.5(pst)/-22.0(psf) 144(mph) YES 2 Florida P.E.#51737 --- 0., Ft�RtOP:G\2�, 1 a ❑ 1..a p oOOO 04-09-2015
09'-06" 20.5(psf)/-23.2(pst) 147(mph) YES 1 ..• .<,
, ... L O Ak-
////, �a\\\\ Models:2240,2241,2250,2251,4240,4241,
09'-00" 21.6(psf)/-24.5(psf) 151(mph) YES 1
//1I I I 1111\\\ 4250,4251,5240,5241,5250,5251 A
A OS'-06" 22.9(psf)/-25.9(psf) 155(mph) YES 1 32.5(psf)/-36.7(psf)at 06-00"through
08'-00" 24.3(psf)/-27.6(psf) 159(mph) YES 1 F L 15 01 ^H^ Digitally signed by John E.Scates,P.E. 10.0(psf)at /-11.2(psf)at 14'00"
07-06" 26.0(psf)/-29.3(psf) 163(mph) YES 1 (%b/JJJ^1111111c%s/ Date:2015.04.1411:14:15-05'00'
Center
32.5 /-36.7 180(mph) YES 1 C.H.I.Drawing: FZ3-10-01315
Center stile quantity is minimum per section. page 1_of_2
Professional Engineer's seal provided only for verification of windload construction details P g
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3 + 2 1 1
OFFICE COPY
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Strut(if applicable)not shown for clarity. Details on some views may have been omitted for clarity.
(.059)galvanized steel top The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface. I
D fixture.Each fixture attached See jamb attachment details for more information about attaching jambs to structure. (.086)galvanized steel D
III"��; with four 1/4"x 3/4"screws. 2"x 7/16"(nominal)stop molding to be secured with flag bracket fastened to
� wood jamb with three °�Iminimum 8d nail or 2-1/2"long screw on 8"spacing. 5/16"x 1-5/8"wood lag
push nut Stop molding not required when door is more than 1"wider than opening. screws.
. nominal(.0185)galvanized steel minimum +
�l� (.034)end stile ___
lioracro 4
�I I1
—�E� �� Flag bracket attached t
to horizontal track
'i ISI ,ISI ;I II ill> with two 1/4"x 5/8" I
(.109)galvanized steel top track bolts and nuts. 1Q
fixture. Each fixture attached
I�''
(.034)center stile 2" min x.045 min 'YI� C
C with two 1/4"x 3/4"screws. (min) (min)
IV�_0— galvanized steel track Flag bracket attached to
vertical track with two 1/4"
nut x 5/8"track bolts and nuts.
pushOr two 1/4"x 11/32"rivets.
Iii111111 (.034)end stile iii End Hinge Intermediate Hinge (.102)galvanized steel track r„,,,galvanized steel fastened (.058)galvanized steel bracket fastened to wood jamb
to section with • fastened to section with with one 5/16"x 1-5/8"wood -1
I_=1 four 1/4"x 3/4"screws. ire=1' four 1/4"x 3/4"screws. lag screw per bracket.
Optional low head room top bracket '� AB
push nut
2-3/4" Each track bracket attached with
2"(max.for.058 thick) f — ---.-- 2-3/4 one 1/4"x 5/8"track bolt and nut B
B 4"(max.for.109 thick)
Or two 1/4"x 11/32"rivets.
y
nominal 0 2"(min.)
10(mint ball roller r 3-1/2"(min.)stem John E.Scares,P.E.
with nylon or steel tread. push nut 3" 3121 Faon, Drive
Carrollton,Texas 75007
lilt
1-7/8" e. sC ii Florida\�0\111111/N/ P.E.#51737
�. �°:'(‘).‘".\-c."
..\-GEN dF•.S '' -r a Oat. •rr1; nts
(.102)galvanized steel bottom �+ 1/2" J L�
= 0JLo ol�O n•a
NObracket Each bracket attached •]�"' • No.51737 0409-2015
kr.. • �"_�— 051 50 ksi alvanized steel = * ;*= Models:2240,2241,2250,2251,4240,4241,
ijai..o _ with four red 1/4"x 3/4"screws. —�— 8
—� 3"strut attached with two 1/4"x 3/4" — A
��� •o. STATE OF ;yr` 4250,4251,5240,5241,5250,5251
A screws per stile or hinge plate. --P1'. •.,��
(.109)galvanized steel bottom ij A•'•.FLORIOP'.0%, .� • 32.5(psf)/-36.7(psf)at 06'-00"through
push nut bracket Each bracket attached �//�ss/ONA��?��\\ 10.0(psf)/-11.2(psf)at 14-00"
Vinyl Aluminum extrusion with four red 1/4"x 3/4"screws. �//III 111�1� C.H.I.Drawing: FZ3-10-01315
weatherstrip Optional low head room bottom bracket g• providedonly
p Professional Engineer's seal for verification of windload construction details page_2_of_2
4 1 3 + 2 I 1