Permit 1830 Mayport.doc City of Atlantic Beach APPLICATION NUMBER
jS Building Department (To be assigned by the Building Department.)
Y .` 800 Seminole Road = /
Atlantic Beach, Florida 32233-5445 �. {
Phone(904)247-5826 " Fax(904)247-5845
E-mail: building-dept@coab.us Date routed:
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: � d`/� ent review required Yes No
Bu"
Applicant: .- — i ,7) Ptanning &20DAg
Tr istrator
Project: 0M,00,e7- Public Work
blic Utilities
u is Safety
ire Services
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified B
Florida Dept.of Environmental Protection
Florida Dept. of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: ❑Approved. ❑Denied.
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: Date:
TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES 'third Review: ❑Approved as revised. ❑Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
800 Seminole Road, Atlantic Beach, FL 32233N o e o M
Office (904) 247-5826 Fax (904)247-5845 U
i� ` 11A/
Job Address: � M f 1�C1 Permit ber:
Legal Description '�� ��`� Parcel#
Floor Area ot k Sq.Ft. Sq.Ft
Valuation of Work Proposed Work heated/cooled non-heated/cooled MC
Class of Work(circle one): NewAddition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s) circle one): Residential
If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A
Florida Product Approval#
For multiple products use product approval orm _
Describe in detail the type of work to be performed: � A �
Prouerty Owner Information: ®.S.S l4 1</L 4'7z, L
Name:
_ Address: ��---lir„
City 72- Iv Zip 5��Phone
E-Mail or Fax# (Optional) 31R 933 Y q 7 530 V
Contractor Information:
Company Name: Qualifying A ent: 2 `( 005
Address: City / k.01 State 2 Zip 73/
Office Phone 3 S.1. - 3 -O/o//_Job Site/Contact Number _W2 -tea Fax#
State Certification/Registration# 06 C D S'& oX
Architect Name&Phone#
Engineer's Name&Phone#
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
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 the standards of all laws regulating a
onstruction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months, or if construction or work is suspended or bandoned for apertod of six 6)months at any time after
work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, urnaces, Boilers,Heaters,
Tanks a►id Air Conditioners,eta
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
1 here b certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and 'n ces governing this
type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give aut ity t� iolate or cancel the
provisions ofany other federal,stat local 4W re u ti g o ion or the performance of construction.
Signature of Owner `/ Signature of Contractor
Print Name ; -............. Print Name ................................................./r! ✓=`
Sworn to and subscribed before me rp to and subscribed before me
this Day of ar 20 1 th s Day of �/e e /
J V FRANCINE DE
DD8
MY COMMISSION# 00450
Not u lic ,,tipMCDON&D Notary Public . = EXPIRES:June 24,2012
Commission#EE 047497 Bonded ThN riomry Punk urw nem
Expires December 8,2014
ft&dThu Troy Fain NreuwwW0,M5-7019 .
CITY OF ATLANTIC BEACH
OWNER / BUILDER AFFIDAVIT
I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION
CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW:
DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES:
STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED
CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT
LAW. THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY,TO ACT AS
YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST
SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE-OR
TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR
IMPROVE A COMMERCIAL BUILDING AT A COST OF$25,000.00 OR LESS. THE BUILDING
MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE.
IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR
AFTER THE CONSTRUCTION IS COMPLETE,THE LAW WILL PRESUME THAT YOU BUILT
IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT
HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST
BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS
YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE
LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING
ORDINANCES.
II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE,
THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE
PURCHASED.
III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO
OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY
EMPLOY ON THEIR IMPROVEMENT TRADES.
IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY
CIRCUMSTANCES. OWNERS BEING SUBJECT TO$5,000 PENALTY UNDER FLORIDA STATUTE NO.
455-228(1). AN"OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY
SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS
CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE
BUILDING DEPARTMENT(247-5826)IF IN DOUBT.
V.ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE
STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN
OWNER-BUILDER PERMIT.
ADDRESS PHONE NUMBER
r
PRINT)ME /j
SIG ATUR /��( DATE
Before me thisin*ay of ��,20," in the county of
Duval,State of Florida,has personally appeared herin by himself/herself and affirms that
all statements and declarations are true and accurate.
Notary Public at Large,State of ,County of Ot7}y Public State of Florida
? Gail Testa
1(Personally Known c. My Commission DD999061
❑Produced Idenfdication- xpires 06/07/2014
Notary Signature:`► ,Z,,
F:/BLDG/Owner-Builder Affadavit;REVISED: 4/16/2009
800 Seminole Road
Atlantic Beach,Florida 32233
Telephone(904)247-5800
r' s) FAX(904)247-5845
Construction Site Management Plan Compliance
A construction site management plan conforming to Atlantic Beach City Code Sec 6-18
has been approved as a part of this building permit. The Construction site management
plan was approved based upon the following information.
1. Parking plan-parking plan showing how site will be accessed and all onsite
and abutting street parking areas.
2. Location of construction trailers, loading/unloading area and material storage
area.
3. Location of chemical toilet area- chemical toilets must be kept out of City
right-of-way and not further than 15 feet from structure under construction.
4. Location of dumpster-dumpster must be from approved waste company(in
accordance with Chapter 16 City Code). As of 2009, approved dumpster
companies fox Atl. Beachare Advanced Disposal,Realco Recycling,and,
5happells. Dumpsters are to have tarp covers or rigid covers on windy days.
Dumpsters must be removed prior to issuance of Certificate of Occupancy or
Completion.
5. Traffic control plan, showing access with dimensions, area to be stabilized,
narrative on phasing of construction with adequate parking and delivery of
materials.
6. Site cleanliness. Contractor must have the entire construction site cleaned by
Friday of each week. This means removal of scrap lumber, concrete remnants
and other such construction debris including cans,metal,plastic and paper.
7. Erosion and Sediment Control. Contractor must maintain all elements of the
approved Erosion& Sediment Control Plan(silt fence, catch basin filters, etc.)
until sod or other stabilization has been placed and approved by Public Works.
8. Other activities, where special conditions are identified by the Building
Official.
Failure to comply with the Construction Site Management
Ordinance may result in a Stop Work Order being issued in
accordance with City Code Sec. 6-17 (3)
Revised 6/2009
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3. 3/4d)XIO" WEDGE ANGHOR5
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ALL ANCHOR 13OLT5.5HALL BE A50-7 6ALV. OR BETTER R4 • ANCHOR5
DATf: DRAAWM IRlt:
EAGLE CARPORTS,INC. IA6101
JAN 2 2��7 D ,� TYPICAL BUILD#N6 SECTION
16398 FANCY GAP HWY. .1M5
Al , CANA,VA 24317 checuo e.: DRAM*NO.:
TOLL ME-1-800-579.5589 OA
PHONE-1-276-7S5.2030 E6L-40FL ..
. PAX-1.276-755-2031 5HEET #.2 OF 8
S
OVERALL LENGTH VARIES 100' MAX-)
0
DEPENDS ON NUMBER AND SPACING Cr BOWS
aN
TO a M.n c
(J•n oo A
GI'�•.N T N
6'TYP. 29 GAGE R—PANEL ROOFING WWw(QJ j
(OPTIONAL SIDE PANELS) F w
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NDTFS,
/-�, DETAIL 1. ALL STEEL TUBING SHALL BE 50 KSI
SEE, SM.3
I 2 LOCATE ANCHORS AT EACH END OF BOW
m n m
3. FASTEN METAL ROOF PANELS TO BOW
TABLE I ,EE TABLE i s.TABLE i SEE TABLE t FRAME WITH 1/4"x 1" SELF DRILLING opo°•°
FASTENERS D B" O.C. MAX. > ry
I I 6. I I 6 I I I fi• I I g d N m m
{• 6• 4. ALL FIELD CONNECTIONS SHALL BE W �m '•.-
1/4"x 1" SELF DRILLING SCREWS '� w ?S
c fl a
5. ALL SHOP CONNECTIONS SHALL BE K_o w
WELDED. w
S. THE PLANS ARE VALID UNTIL THE '
NEXT REVISION OF THE FLORIDA Mo
BUILDING CODE.
ANCMFt LIKATIONS SIDE ELEVATION a
SCALE- NTS `
Z
REV# D
1 aUo
ALL WIND LOADS ARE IN ACCORDANCE WRH ASCE 7-48
AND SECTION//o09, FLORIDA BUILDING CODE, 200 N
BASIC WINDSPEED . 120 MPH 130 MPH TABLE 1
]FACTOR 0.87 0.87 POST/BOW GAGE
IMPORTANCE
DST HEIGHT POST SIZE 80W SPAN BOW SPACING
BUILDING CATEGORY 2 2 1 ZO mp 130 mph
JIRAWNDY:
EXPOSURE C C 5'-0" TS 2 1/2"x2 1/2" 14 GA 12 GA 1.KREmm
EXTERNAL PRESSURE 12'-24' 5'-0" DATE
+/— 0.55 s/— 0.55 8'—O" S 2 1/2"x2 1/2" 14 GA 12 GA 12-16-05
COEFFICIENT 10'-0" IS 2 1/2"x2 1/2" 14 GA 12 JGA
PAGF_
COMPONENT AND WALLS 1+41.2f-41.2 PSF —48.0/-60.9 PSF 26'-30'
—32.8 —82.7 PSF 12'-0" S 2 1/2"x2 1/2" 12 GA 12
CLADDING PRESSURE r7�OqF +27.0/-70.5 P_I
-CORNER BRACE REQUIRED
I of9
29 GALE GALVANIZED
METAL ROOF PANELS
FASENED TO BOW
FRAME WTH 1/4"x t' � � ( �
SEF's O S"G.C. � � 11'..-IIr ,h
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x FASTENED To EACH BOW WITH V F a
(2)1/4'x 1"SELF DRILLING FASTENER
SPACED NO MORE THAN 41471 O.C.
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0
FIN. GRADE OR in d w
TOP OF CONC.
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7S 2..5
2.g
V1� Wo
30'-0'MAX- BOW SPAN q
3 ROOF PANEL ATTACHMENT R �AJp
(ALTERNATE FOR VERTICAL ROOF PANELS)
TYPICAL BOW SECTION SCALE 1"=1'-D"
SCALE NTS
REV#
NO SCREWS
REQUIRED �s
IN BOW BEND
TS 2.5 x 2,5 6" LONG
/
BOW RAFTER NIPPLE TO // TS 25 x 2.5 x 12 GA
BOW RAFTERS NIPPLE SECURE POST
36" x 2" x 2.25" 16 GA BRACE WELD s / /
/ (10' LEG ONLY) iY.� ir
ONETO NQN NEAIPPLE R SIDE, ONE pN SDF'swRBT.
/ S 6" LONG TS 2.25" x Z.25" x 12 38" x 2" x 2.5" 18 GA BRACE / FAR-SIDE AND ONE ON EACH J.KRE��
/ FACE, LOCATED ® 3" DOWN DATE
GANIPPLE SECURE BOW
(10' LEG ONLY) / FROM MEMBER END
do POST 70 NIPPLE WITH _ 12-16L5
TS 2.5 x 2.5 2- 1/4" x 1" SELF DRILLJNG TS 2.5 x 2.5
BOW POST FASTENERS ON EACH SIDE PAGE
(4PER SPLICE)
EMPOST DETAIL SOMPOST DETAIL P-2
SCALE: 3f4"=}'
SCALE: 3/4"=1' (BOXED SAVE OPTION) 2 of4
0
h
TS 25x2.5x 12 GA '^
CONT.BASE RAIL u t5
N
DRILL 5/15'HALE THROUGH THE
BASE RAI.AND SECURE TO INSTALL 1/2" x B" EXPANSION
ANCHOR THROUGH BASE RAIL
ANCHOR WITH V2'DIAMETER
THROUGH BOLT. WITHIN B" OF EACH BOW r• TS 2.5 x 2.5 x 12 GA P.
z'WASHERS CONT. BASE RAIL �¢v a N
W
CA a, yn
w r'�' N
TOP OF SOIL OR
CONCRETE SL4B I <a Z ral
,�F----__----tt rn m Q O O
GROUND ANCHOR
3/4'x 30"WITH MONOLITHIC CONC. FOOTING (2500 PSI MIN.)
2-4'HELIX AND
3/4'EYE BOLT REINFORCED WITH 2-#!5's' CONTINUOUS
� �
a CD
00
M
CONCRETE RAIL ANCHORAGE CONCRETE BASE RAIL ANCHORAGE p1
SCALE: :r=11 SCALE 3/4"=T
v
Uaw �
m
CONCRETE: p
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH > n m
OF 2500 PST AT 28 DAYS.
COVER OVER REINFORCING STEEL
FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFORCING BARS r
SHALL 13L-
3
E3 INCHES IN FOUNDATIONS WHERE THE CONCRETE 15 CAST ANGAINST AND
PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH
OR WEATHER AND.1 1/2 INCHES ELSEWHERE, REINFORCING BARS EMBEDDED
e'LONG 15 215■225 x 12 rA NPM IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/4 INCH FOR
es¢F DRUM SMUEM °N NM FINE GROUT OR 1
SM ONE ON FAR EE AND ONE ON /2 INCH FOR COARSE GROUT BETWEEN REINFORCING BARS
EAW&OE o 3-uP"W SPME cart AND ANY FACE OF A CELL. REINFORCING BARS USED IN MASONRY WALLS
SHALL HAVE A MASONRY COVER INCLUDING GROUT) OF NOT LESS THAN
2 INCHES FOR MASONRY UNITS THE FACE EXPOSED TO THE EARTH OR WEATHER
1 1/2 INCHES FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER.
REINFORCING STEEL
THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40.
is 2.5 x 25 BOW POST GALVANIZATION:
� METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT
\ 7/fu^ DIRECTLY EXPOSED TO THE WEATHER SHALL BE GALVANIZED IN ACCORDANCE
HD'PLE TO
WITH ASTM A 153, CLASS 0-2. METAL PLATE CONNECTORS, SCREWS, BOLTS
WE M0.
TS 25 x 2s x 12 6A AND NAILS EXPOSED DIRECTLY TO THE WEATHER SHALL BE STAINLESS
cartO+uous eASE NAA. STEEL OR HOT'DIPPED GALVANIZED. DRAVMBy;
REINFORCEMENT MAY BE BENT IN SHOP OR THE FIELD PROVIDED: L
KRMaK
1. ALL REINFORCEMENT IS BENT COLD DATE
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS 12-16.05
NOT LESS THAN SIX-BAR DIAMETERS AND
_ 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE
FIELD BENT. PACTS:
EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH
BOW/BASE RAIL CONN.DETAIL A VERTICAL CELL• BARS PARTIALLY EMBEDDED IN CONCRETE SHALL BE
SCALE: 1"=1' PERMITTED TO BE BENT AT A SLOPE OF NOT MORE THAN 1 INCH OF P-3
HORIZONTAL DISPLACEMENT TO 6 INCHES OF VERTICAL BAR LENGTH.
3 of 9
a
30'-0"MAX
.0 n
q 'V o
MAX MAX
MAX�MAX�MAX MAX MAX
29 GAGE
/ \ GALVANIZED In a,
2 METAL ROOF U
5PANELS W Nif
Q
�ld>°ON
12 GA m
ENDWALLrd m d O
POST U 0 O
29 GAGE
GALVANIZED
METAL SIDE
PANELS
BREWV m
qq �
3 3 NOTE-
5
OTE p G
5 EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY Ei `^
o VERY ND o MERE AND APPROVED INDEPENDENT TESTING LABORATORY. AND BEAR o° ; tz
END POST LOCATION AND HAMA OR WOMA OR OTHER APPROVED LABE INDENTTFYING THE o 'C R
REAR WALL SECTION SEE DETAIL SHEL7 3 MANUFACTURER, PERFORMANCE CHARACTERISTICS AND �j w
APPROVED PRODUCT EVALUATION ENTRY TO INDICATE COMPLIANCE
SCALE: 3/15'=1' WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: ° q
e
ANSI/AAMA/NWWDA 101/152 2/97 w
THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WIT
ASTM E 330, STANDARD TEST METHODS FOR STRUCTURAL
30'-0" MAX PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND
DOORS BY UNIFORM STATIC AIR PRESSURE.
TS2.5x2.5x12GA
2 MAX —4.
AX MAX MAX MAX 64X MAX HEADER
5
29 GAGE
GALVANIZED
METAL SIDE REV#
5 / ` PAELS
SECURE WNL.
PANELS TO
AND END POST CARPORT MAX DOOR
W/ 1/4"x 1'SELF WIDTH WIDTH
DRILLING SCREWS
O 8' O.C.
C GA IES 8'
16-0 A WID 18' 10'
20 12' pBAWND9e
12 GA 22' 12' 7.KRFMIDL
ENDWALL 24' 16: DATE:
POST 26' 16' 12-1fi-O5.
28' 16'
30' 16' PAGE:
GROUND POST
® END POST
LOCATIONS P-q.
FROUT WALL SECTION SEE SHEET 3
9CAE: 3116"=1' 4 of 9
2.5" x2.5" x 12 GA
END POST ♦ 2." x 2" x 2" 16 GA ANGLE CLIP
SECURE TO POST AND R
HEADER W/ 1/4" x 1" C4
2.5" x 2.5" x 12 GA SDF's-2 ON BOTTOM AND m w
HEADER 2 ON SIDE (2 REWD) L
N c
2" x 2"x 2" 15 GA ANGLE CLIP tw.7 7 N
SECURE TO THE POST AND
HEADER W/ 1/4" x 1" U3
SDF's-2 ON TDP AND En d O O
2 ON SIDE .7.,U F a]
n o IS2.5x2.5x12CA
STUD
94
> N m
cdNW
2 END POST/BOW CONN.DETAIL
1 END POST TO HEADERIRAIL CONN. o
SCALE tV,9. C) w
Q 0
Ts L5 x 2.5 BOW POST
2.5"x 2.5"x 12 GA END POST DATE;
28 GA GALYANIZET, 1 1/2'x 1 1/2"X 2"16 CA CLIP
METAL SATE PANEL�"�� ANGIE SECNR TO 2.5"X 2$" x 12 CA HEADER
. BOW POST AND 615E
NAL W/4— 1/4's V sW.
2" x 2"x 2' 16 G4 ANGLE CLIP
SECURE TO POST AND I7RATYH BY:
HEADER W/ 1/4' x i" 7.RREML7t
SOF',-2 ON TOP AND
2 ON SIDE DATM
12-16-05
*T9 2.S 2.5 x 12 CA
CONTINUO65 315E RAL
PAGE
END B.OW/BASE RAIL CONN. HEADER TO POST CONN.DETAIL
3 SCALE 1"=1' 4 SCALE: p-
5 of 9
s
N
SIZE VARIES.SEE PLAN
1/2" "M'ER TO POBTO0wMno"
8 x i 1/4" SDF
1Y17H ANUlE O.P.BEE{E7M I, x
CSD 8" O.C. m w
Su40N
cA},Nrn111
A
�Ilw.]fZ�o �
>- N
a
d:a
CURTAIN U
02
1 7/8"
1 n
2 1/2" EI
0
Q•n x
is �•r a
� m O
SECTION THROUGH ROLL UP
DOOR HEADER
CURTAIN:28 GA.galvanized steel With " 3
baked on epoxy primer&polyester top coat `^
DOOR HEADER QD :
N#B x 1 1/4" SDF
® e" Q.C. 25"x 2.5"s 12 a END POST _
2.5'x 2.5"x•12 G4 HEADER
INTERIO EXTER10 2" x 2" x 2" 1B G4 ANGLE CUP
SECURE TO POST AND DRAWN BY..
HEADER W/ 1/4" x I" IK%F2.113R
5 'e-2 ON TOP AdD
2 DFON SME DATE
12-15-05
SECTION DETAIL C4 HEADER TO POST CONN.DETAIL PAS.
3
SCALE: N.T.S. SCALE: 1"=1' P--6
-
6cf9
OVERALL LENGTH VARIES 100' MAX
DEP DS ON NUMBER ANO SPACING OF BOWS TS 2.5 x 2.5
BOW RAFTER N
P'
U A
a N
6" LONG TS 2,25" x 2.25" x 12 �^
GA NIPPLE. SECURE B:)W �¢ o
Sc.POST TO NIPPLE WITH 0
r 2- 1/4" x 1" SELF.DRILLING S'`4 ct
FASTENERS ON EACH SIDE W Z;6-
E N
(4 PER SPLICE) w .�
En
5�ut- a
DOUBLETS 2.5 x 2.5
CLEAR SPAN AS REWRED 12•_0. MAX HEADER
b0 n
q �
3 •� r
6H 6tt (n"" NIPPLE TO -Sp >cc4 ''
!Y� BASE RAIL pa e m G
MUM2 6pWlHEADER DETAIL m P.
0
SCALE: N.T.S. L) W
SOIL ANCHOR J b
3/4"x 50'WRH
HELIX ON EACH SIDE
OF OPENING 5" LONG TS 2.25"z 2.25"x 12 GA. NIPPPW.
SECURE BOW& POST TO NIPPLE WITH v
SIDE OPENING 2- 1/4"x 1"SELF DRRLIPG FASTENERS
ON EACH STOE (4 PER SPLCE)
SCALE:N.T.S.
NIPPLE TO
�j6• BASE RAIL
TS 2.5 x ..5 BOW POST mvo A
TS 2.5 x 2.5
BOW RAFTER
5" LONG IS 2.25" x 2.25` x 12 TS 2.5 x 2.5 12 GA
GA NIPPLE SECURE BOW CONTINUOUS BASE RATL
& POST TO NIPPLE WITH
2- 1/4" x i" SELF DRILLING
FASTENERS ON EACH SIDE DRAWN BY:
(4 P n SPLICE) _ _ }} _ J.%BEMeR
DAM-
12-16.05
PAGI?:
SECTION DETAIL" NIPPLE TO
TS 2.5 x 2.s sc,aLe N.T.s. 3 BOWIBASE RAIL CONN,DETAIL '' R�sE SIL p..`7
BOW POST SCALE: N.T.S.
7 oP9
• 28 GAGE GALVANIZED - N
METAL POOF PANELS
FASTENED TO BOWh
FRAME WITH 1/4'x i" U
�o
or, O 8.O.0
m W
I fi �c4 0%
zz �
3 3 q a p
W F M
q•v.
N O•w d
12'-0'MAX.SPAN 30'-0"MAX, BOW SPAN
3 .. .. 5/6'x 46'WITH 6'HELIX WITHIN
6.OF EACH BOW WITH EXTENSIONS
ti
TYPICAL SIDE EXTENTION SECTION
SCALE,.N.T.S. NIPPLE TO
BOW RAFTER
WELD ,
12"LANG
TS Z.25 x 2.25 x 12 GA nlyvN
NIPPLE SECURE TO POST i
TO NIPPLE WTIFF 4— 1 4'x 1"SOF's
ONE ON NEA11 SIDE ONE ON i
FAR SIDE AND ONE ON EACH
FACE, LOCATED 0 3"DOWN � g- LONGi
FROM MEMBER ENO y" i / TS 225 x 2.25 x 12 GA
NIPPLE SECURE POST
TO NIPPLE W/4— t/4" z 1" SDF's '
ONE ON NEAR SIDE,ONE ON
FAR SIDE AND ONE ON EACH
i� FACE, LOCATED ® 3' DOWN DRAWN BY:
J
35' z 2" z 2.5' 16 GA DRAGS FROM MEMBER END
(f0' LEG ONLY) D&TE:
TS 2.5 x 2.5 12-1�0s
BOW POST
SECTION DETAIL, PAOF:
scALE; N.r,s. P_g
8of9