1619 ATLANTIC BEACH DR - REVISION 10/11/17 rSwyr
-)' / _ <• . � CITY OF ATLANTIC BEACH
800 Seminole Road
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Atlantic Beach,Florida 32233
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OFFICE COPY
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
Date /04 i/l " Revision to Issued PermitCorrections to Comments Permit# 4'—c --9C6
Project Address fie(/ 14-14 ill We- i e4 C L. DV:
Contractor/Contact Name ui,.. It ., &u j Ile 4^c /illIce_ 114-44--v(,a.--
Phone 90 y i.5' l0 ( c3 Email ha ct 1,1 ab“ ! fc(ek‘s 0 iOO. c!o44-..
\
Description of Proposed Revision/Corrections: Permit Fee Due �d• CSO
GA-V41 e, p e k etL L _-- (l e-�VE (- S'cD brh,�' * Q
ff �
D C_( 1` - !\cam l Q- CL) _ r e__&) e�''(G_
L -7 ` 'Q
Additional Increase in Building Value $ , Additional S.F.
By signing below,I /`1 (kg— /74A—41-41.6L. affirm the Revision is inclusive of the proposed changes.
(printed name)
L.Z.:--tvi .moi /0/ t /z0 / -7-
Signature of Contractor 4 gent(Contractor must sign if increase in valuation) Date
(Office Use Only)
Approved Denied Not Applicable to Department
Revision/Plan Review Comments
De s . ment Review Required:
Building
'Mal ' g : Zoning 111 eviewed By
Tree Administrator
Public Works
Public Utilities JO ! I — / 7
Public Safety Date
Fire Services
T
OFFICE COPY
rz_. l7y° q
20GA STRUT •
_ • 3,
ATTACHED AT EACH - • - - IF TOP SECTION ATTACHED.W/1(2)
END STILE LOCATIONAT
• 16 GA.GALV.TOP ROLLER W/(2)1/4'X1"SCREWS - - . OPTIONAL COMPOSITE OVERLAY\ EACH X 1"HEX AND CENTER
E
BRACKET ATTACHED I a- END AND CENTER STILE
W/(3)1/4"x I'SCREWS PER 200A.STRUT ATTACHED 14GA.MIN.CENTER • _ ,
BRACKETHINGE ATTACHED ..
W/(2)1/4"x I"SCREWS AT EACH ed WI(5)1/G z I•SCREWS POLYSTYRENE INSULATIO - •
CENTER STILE
• , • WEATHERTIGHT XIINT ��160A.(MIN.)TOP FIXTURE
1 maim ATTACHED W!(3)1/4"x 1'HEX
ii
2"10 BALL STEEL OR ADJUSTABLE ROLLER CARRIER 20GA.STRUT ATTACHED WEAR SEAL HEAD SCREWS EACH
140A.MIN.END HINGE
IS BALL NYLON ATTACHED W/(2)5/16•x3/4' - W/(2)1/4'a I"SCREWS AT • ATTACHED W/(5)1/4"
4.S STEM ROLLERS(MIN.) _ EACH END STILE
W/RETAINERS USED FOR • BOLT t NUT PER BRACKET _ xl"SCREWS
NON THREADED SHAFTS (I) �-_7I I II
(MIN.)ENDHINGE
TYPICAL TOP FIXTURES • / 11 ROLLER CARRIERS ATTACHED
11.TS 2"10 BALL STEEL OR L W/(5)1/Gal^HEX HEAD
TYPICALSCENTER HINGE __C), •O BALL NYLON maw EACH
43MRJJ
"STEM ROLLERS(
W/RETAINERS USED FOR 'L.i•
NON
THREADED SHAFTS THERMAL BREAK •
TYPICAL END HINGE_/ / 27 GAUGE INTERIOR SKIN
N.T.S..T. l\-TJ27 GAUGE EXTERIOR SKIN
1 42'TOGA STRUT (I)20 GA.STRUT PER SECTION
411 / ATTACHED W/(2)1/4"X I"HEX
i HEAD SCREWS AT EACH END
�I 200A STRUT 3-In•uSi1APED ALLTTECRNATING BETWEEN 3•&2"
ATTACHED AT EACH VINYL BOTTOM SEAL STARTING WITH 3'ON THE
3"20GA STRUT CENTER STILE LOCATION NV/ALUMINUM RETAINER
A A A W/(1)STRUT CLE AND(I) BOTTOM SECTION
1/4"X I"SCREW. II
���
(TOP SECTION ONLY)
• ;.+q�q���
2'20GA STRUTAPI )�1'i I BOTTOM BRACKET
6
11111=.111111
13 GA.(MIN.)ATTACHED
DOOR HEIGHT
r gy
44.1.S. HEX
1N'X I"
7 TYPICAL STRUT CLIP ATTACHMENT(2) HEX HEAD SCREWS
7
3.20GA STRUT SECTION A-A(SIDE VIEW)
A ek )MTs
TYPICAL 24" M1 - BOTTOM BRACKET BASE - BOTTOM BRACKET ASSEMBLY
SECTION �.' 13 GA.(MN.)ATTACHED 13 GA.(MN.)ATTACHED
pJ■, , W/(2)1/4'X 1. RN (awn OF MOM DATE Ri
HEX HEAD SCREWS W/(4)1/4"X I'
HEX HEAD SCREWS
(2 ON BASE AND 2 ON ROLLER
TYPICAL STEP LIFT I FLANGE) .•• "' Ea
PANEL HANDLE MAX SIZE •'• ��
9_2• 2^10 BALL STEEL OR 9.2 14' A -•s',^ z
--. DOOR WIDTH ••• l0 BALL NYLON W E .• ••-'•..�• - •�• c 6
• .- - - 4.5•STEM ROLLERS(MIND
�� W/RETAINERS USED DESIGN LOADS e,
DOOR INTERIOR ELEVATION TYPICAL BOTTOM BRACKET' SA FOR NON THREADED SHAFTS +26.4 PSF os I. N 48679
11.T.5. -31.1 PSF .
TYPICAL BOTTOM BRACKET 56 1„ CL
1LT.S
3T LOADS Ar •: \oispi.e."• SAA ,Rg
+39.66PSF _ j fA z2X6 No.2 OR BETTER SPF WOOD JAMB -�'T PSF Jq ••�� •• LLn-o• _2 '135/16•x15/6"LAG SCREW ��•I IAMB SEAL OPINING WIDTH I (1)PER JAMB BRACKET 'FL 0
���� OPTIONAL 4... .--,..„....0.7,,
��� THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE
�\- I / �� �� WITH THE PROCEDURES DESCRIBED IN DASMA 108. THE
-s/�i ualOx5/ TUACKSPIICE PRESSURES SHOWN ON THE DRAWINGS WERE CALCULATED USING ENTREJNATIC
I.
--, ._ , BOLT AND NUT ASCE 7-10 WITH THE FOLLOWING PARAMETERS(5 FEET OF DOOR
OR(2)RIVETS WROTH IN END ZONE. ROOF AT ANY SLOPE): 145 CARRIAGE COURT R'B:STMISALE11 N.0 27103
.051"MIN TRACK INTERMEDIATE J ROLLER
OPTIONAL COMPOSITEOVERLAY HINGESI4GA HINGE 140A 2'•I0BALL STEEL OR10BALL NYLON WIND SPEED (MPH) 168 152 145 138 133 MODEL #1480 CARRIAGE COURT
4.5"STEM ROLLERS(MIN.) -
W/RE'TAINERSUSEDFOR EXPOSURE LEVEL B C C D D 93 DRAM IT MR DAL 0/23/14 CRUM NUM
2"BRACKET MOUNT TO WOOD JAMB DETAIL NON THREADED SHAFTSMEAN ROOF HEIGHT 30' 15' 25' 15' 25' B OWED(R 60 RAE 11/23/I4 RC- 30 15
SNIT 16 3
OFFICE COPY
SPECFICATONS AND NOTES 14 GA.(MD4.)FLAG BRACKET ATTACHED TO
1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE W000 JAMB % N - -
VERTICAL TRACK.FROM THE TRACK THE LOAD IS TRANSFERRED TO THE WHT)5/16 DIA.X 1.15 LAO BOLTS AND TO � (V
VERTICAL JAMBS THE HORIZONTAL JAMB OR HEADER RECEIVES NO TRACK W/(4)1/4'-20.SB'TRACK SPACE 1-
PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. BOLTS AND NUTS /:.l
2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: - - I -
+121.0 LBS/FT & -142.5 LBS/FT
3.DOOR AND HARDWARE MALL BE DESIGNED.MANUFACTURED %.:El
Rrrrr*T. ''
AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA. / ~ :
4.DOOR SECTIONS SHALL BE 27 GA.(.015)MIN.EXTERIOR SKIN
ROLLED FORMED,W BAKED ON POLYESTER FINISH
5.DOORS UP TO 14'0"HIGH HAVE ALTERNATE BETWEEN(1)3"200A STRUT AND Alr-
5.
(1)2'20 GA STRUT PER SECTION STARTING WITH A 3.ON THE BOTTOM SECTION ��HCA SPLICE BRACKET ATTACHED TO WOOD JANE /-'� /
8.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESGNED w/(I)6/I6 DIA.XI.LTTAO IOLTAND TO TRACKW/ �;
BY A REOISTRED PROFESSIONAL ENGINEER FOR WAND LOADS la)1/r n.s6r TRAGIC SPLICE ROUTS AND NUTS
�46.,
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. INTERIOR OF GARAGE " 'I j.
(1)Yli•DIA.LYT
�- MAX.WIDTH 9'0" f - ATE�uw ATTACHED TO
�: /I.
. VIII i1 //i :::,,,,.....-=,,
11ATTR GAL WM)11I III JANR RIACICEISIII �iI11:"/Sl
DESIGNLOADS AMINP.O W/(O yr-m.yr+121.0 LBS SEE NOTE 2II TRACK sPL CE Dal•s T•u-142.5 LBS/FTII1A•i
WOOD JAMB ATTACHMENT TO STRUCTURE (OPTIONAL) DKMN
MOUNT,
OUNTOToamrr ET
MOUNT O0.TAPERED REVERSE ANGLE
IAOUVT.(SEE AVAILABLE TRACY.
C CONDUIRAT ONS ON THIS PACE)
• I 11 .1. ... .1 11 ..... A:.,. 1: ,hl °
5/16" X 3" LAG SCREWS STARTING 6"FROM ENDS B ARE A (rte I - 1 1
THEN 24'O.C. (1 1/2'EMBEDMENT) I I� 1r
• /.11 .: .1. ... .1 I I.I.I :. I. :.7111 : ALL TRACKRMCKl130R TRACK CLlS 1 I
HILTI KWIK BOLT 3/8' X 4'STARTING 6"FROM ENDS �� ARE TOEasIRAC:1maAS D'°IcwTm I
THEN 24'0.C. (2 1/2'EMBEDMENT) II I�
HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS AVAI.mr Haat dR.IaRIABws
THEN 24'O.C. (1 1/4'EMBEDMENT) TRACK CONF1GURAIDN FOR UP TO 14'TALL DOORS NTs
ITW/RAMSET REDHEAD (TRU-BOLT) 3/8'X 4• STARTING 6'FROM ENDS SEE TABLE I
THEN 24"O.C. (2 1/2'EMBEDMENT)
2 X 6 VERTICAL JAMB ATTACHMFNT TO HOLT OW C-90 BI OCK
SIMPSON 1/4'X 3'STEN SCREWS STARTING 8'FROM ENDS,
USE PAIRS OF FASTENERS(3"APART) REV WESII'PKII OFB WS ME BY
AT 24"O.C. (1 1/2' EMBEDMENT)
HILTI 1/4"X 2-3/4•KWIK-CON 11+ SCREWS STARTING 6' FROM ENDS,
USE PAIRS OF FASTENERS (3"APART)AT 24"0.C. (1 1/4" EMBEDMENT) , o
2 X 6 VERTICAL JAMB ATTACHMENT TO GROUTED C-90 BLOCK (2000 PTL. IdT) TABLE 1 MAX SIZE �� :
B g
TABLE 2 . •
I.
-_ �,. Section Center Max Design Loads
ac Width Stile Allowed
(R) 1st Positive Negithe
: F-77I
/// (in) (PSF) (PSF)
6' 0' 36" 40.3 47.5
6' 2' 37. 39.2 46.2
e 6' 4" 38" 38.2 45.0
OPTIONAL GLAZED TOP SECTION W/LONG PANEL 1480(CaniaRe Cour)WINDOWS AND STRUT LAYOUT 6' 6" 39" 37.2 43.8
N.T.S. 6' 8' 40" 36.3 42.7
6' 10" 41" 35.4 41.7 _
7' 0" 42" 34.5 40.7
A A A 7' 2" 43" 33.7 39.7
T 4" 44" I
388• 6" 380• 8" 37110' 363• 0" 3562" " 3494" ' 34.2
OPTIONAL GLAZED INTERMEDIATE SECTION W/LONG PANEL 1480(Carriage Coon)WINDOWS AND STRUT LAYOUT 8' 6" 51" 28.4 33.5
N.T.S. 8' 8" 52" 27.9 32.8
• 8' 10" 53' 27.3 32.2
9' 0" 54' 26.8 31.6
9' 2" 55' 26.4 31.1
38-SB"
MAX DLO
14" it I 53 RSQPIIDI 7 REBSOIS DAT 8T
MAX DLO I li _ .
!I MAXz SIZE ........
. �
e
- LONG PANEL 1480(Canine Cele)G1wzwG FASTENER DETAR.. - - - E `f"Ei Sn., • " �S
MTS. . •. - DESIGN LOADS LLa V— c
�f...
. —3/1 PSP .. 9 •4� .,..
�: *msIs
'TEST LOADS E r2 : .e STATE bF ; -6g
+39.6 PSI- ' :,,.'. :4
—46.7 PSF C2 •.1 ,.'• 3
f
f �nI ENTRErMATIC
NX I-W PHIL PAM READ
SECTION B-B LONG PANEL 1480(Carriage Cour)WINDOW DETAIL SCREW les CARRIAfECotnT WRtSIw15A1FN,NC.tilos
N.T.S. (GLAZING MEETS ASTM 01300-04)
MODEL #1480 CARRIAGE COURT
SE DRAIN SY FIR DAT 11/15/14 DRAM NAMED
B DCass 81 as, DAT n/15/14 IRC-1409-130-15
9111373