Permit 1852 Francis Avenue t
/� J
j t City of Atlantic Beach
Building Department
J ; S' " Certificate of Occupancy
This Certificate issued pursuant to the requirements of Section 110.2 of the
Florida Building Code certifying that at the time of issuance this structure
was in compliance with the various ordinances of the City regulating
building construction or use. For the following:
Date: August 8, 2006
Owner: Beaches Habitat
Address: 1852 Francis Ave, Atlantic Beach, Florida 32233
Construction Type: Wood Frame
Use Classification: Residential
Permit Numb 105 -29568
ST =. . OWSKI, C.B.O
Building Official
L.c ____
LARRY HI GG
Deputy Building Official
Post in a conspicuous space.
i - , ,:,) CITY OF ATLANTIC BEACH
e ., 1 ,, ,;,,,,,
(
soo SEIVIINOLE ROAD
ATLANTIC BEACH, FL 32233
/ / INSPECTION PHONE LINE 247-5826
- - , /
.-.--. - -
Application Number 06-00033689 Date 8/15/06
Property Address 1852 FRANCIS AVE
Application type description FENCE PERMIT
Property Zoning TO BE UPDATED
Application valuation . . . 0
Application desc
6FT FENCE
Owner
Contractor
LOCKWOOD OWNER
1852 FRANCIS AVE
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) 241-1222
Permit FENCE PERMIT
Additional desc .
Permit Fee . . . 35.00 Plan Check Fee . . .00
Issue Date . . . Valuation . . . . 0
Expiration Date . 2/11/07
Fee summary Charged Paid Credited Due
Permit Fee Total 35.00 35.00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 35.00 35.00 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
rS = CITY OF ATLANTIC BEACH
r =. j ) PLAN REVIEW SHEET Routed to:
7 34, s S. i - . • ski
Building Department Public Works & Public Utilities Departments
J 131 9r 800 Seminole Road 1200 Sandpiper Lane 4 3111 o r
Atlantic Beach, Florida 32233 Atlantic Beach, Florida 32233 R. Carper
(904) 247 -5800 (904) 247 -5834 D. Kaluzniak
(904) 247 -5845 Fax (904) 247 -5843 Fax Public Safety
PLAN REVIEW COMMENTS
Permit Application # 4 6 .33-6 c 9
Property Address: l0 .h.- fie Add / ...S jiV L-
Applicant: / _ — 0110ff
D 4i'
Project: 117)61_
This permit application has been:
1
A pproved as noted by the 2-- Department.
Final application approval must come om the Building Department.
E Reviewed and the following items need attention:
Please re- submit your application when these items have been completed.
Reviewed By:
.rJ"" Date: i 4
Date Contractor Notified:
` r - = 'L'_ CITY OF ATLANTIC BEACH
61 FENCE PERM AP ' LICATION
Aituip
r
'' 01119
PLEASE SUBMIT (3) COMPLETE SETS 7 ANS WITH APPLICATION.
Job Address: M5e2 rt 4C)v,„„ 0 ,--- 4—_____
Owner's Name: C.X./t- °-RG- Lp ciCc......a3 cD d t
8509 F ( 1�� Phone: `tD °�o3LI
Address: // �� �� 9
Legal Description: Block Number: Lot Number: LOT / a Zoning District: Nil -• 4 C/— Q 0 / "
Fence Contractor: I A JA. - Ce/`4 L6.1"),,, SAS 1- `, L L C
Address: G. . ,Z - � . P Ha.I''I 4 0 1
City: - S GEC.. „S O'n`(∎ 1\'R.- State: L Zip: 3 aS Fax:
Type of fence and materials to be u :`, G -;-. C.).'e-•ell cre.,-55 (Ai L - bte -
Valuation Of Fence: (,---)C00 XInterior Lot ❑ Corner Lot ❑ Dumpster or storage tank enclosure
Is approval of Homeowner's Association or other private entity required? If yes, please submit with this application.
Tree Protection: ❑ NO. Applicant certifies that no trees will be removed for the installation of this fence.
° YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS
REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board, which
meets two times each month.
Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.
Incomplete applications may result in delay in issuance of permit.
1. Attach copy of property survey showing location, height and all distances from property lines of the proposed
fence. (Fences shall not be placed within any utility or drainage easements without written permission from the
Utility and/or Public Works Departments. Fences shall not restrict any private easement.)
Address and contact information of person to receive all correspondence regarding this application (please print).
Name: G C1
C't ,1 C L.�DC DC- c
Mailing Address: f &s a r ri Yl c("5 (A VC , `C& C4”[ c_ 'Let/ rG 3 7 as ....
Phone:
d' 9D S LI Fax: E -Mail:
800 Seminole Road • Atlantic Beach, Florida 32233 -5445
Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us
Page 1 Revised 3/04/04
I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All
provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a
permit does not presume to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws
in any manner, including the governing of construction or the performance of construction of the property. I understand that the issuance of this
permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as
required.
Signature of Owner: I L v. / � � as ■ 1 _ _, Date:
AS TO OWNER:
q V
Sworn to and subscribed before me this day of 4:tigo,dk- , 662
State of Florida, County of Duval
Notary's Signature: f _,OiA) ti les._ IIP . _ _ �r� 11
❑ Personally known
Produced identification ,
Type of identification produced U.ttjc (X/ � t Calms{
/ `i SANDRA J. TUZZOLO
1 MY COMMlSSlON # DD 274078
EXPIR Jan uar y 17, rOg , 1.I1+
1- 800 -3- NOTARY FL Notary Discount • ` Co 4 1
Signature of Contractor: \ V ,, ,` \ /// ` ` ' vv/
AS TO CONTRACTOR:
9*-1,...
Sworn to and subscribed before me this day of
,4/.6,,,,,,a1-- , 20
State of Florida, County of Duval
Notary's Signature: _ AIL / d -- L . �i i
or __ _ '
1 ,e
J� Personally known
,❑ Produced identification
Type of identification produced
SANDRA J. TUZZOLO
ill j MY COMMISSION # DO 274078
"
'g EXPIRES: January 17, 2008
1400 -3- NOTARY FL Notary Discount Assoc. Co.
800 Seminole Road • Atlantic Beach, Florida 32233 -5445
Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us
Page 2 Revised 3/04/04
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PERMIT WORKSHEET Certificate of Occupancy
Job Address: Type Work: �--��
1 8 5Z 4-- f2_� �e t. f
Property Owner: Phone #
i s -kE aiNt( -F-4\-1- ZA-1, tZ Z z
Contractor: Phone #
c-w1■e_fe_,
Permit #: �� Date Issued: I-21,-0S
bS - Z
Tree Permit # a , g , b � 0
Foundation Permit # 6 � Z �'
Demolition Permit #
BUILDING ELECTRIC O6 t � MECHANICAL PLUMBING c a�SC.e
yyy
�� Temp.Power # ----- D6 - 31 P
Footing 2' JEA Release
Date
Temp. Power
Slab Letter Rec'd. Underslab 2 /4
Tie Beam Temp Pole #
Lintel JEA Release Gas Piping
Date
"PI) ( Nailing/ 0 Water/
Sheathing P''. 1p] Sewer
f
V) aft ti Rough/
Rou h Topout
Framing y�' Rough 9
Insulation JEA Release
Date
Building Electric Mechanical Plumbing .
Final Final Final Final
VE��P JEA Release
b
�3 1 0
to Date
W
Drainage Inspection:
Pool Permit #
Inspections: Steel Final
Elec. /Grounding Final
Roofing Permit #
Inspect: Nailing /Sheathing Final 1
Fire hit, . ction:
Failed Inspections: Date Paid: 1
Building,
Planning &
Zoning
Inspection CITY OF ATLANTIC BEACH
Department CERTIFICATE OF OCCUPANCY WORKSHEET
Date Requested: t • 0
Contractor Name: f Q G' htJ i/ rdQ
Permit #: D 5 8 Pa'
- L
116-2- 3311 ZZ 78
Property Address: �l a�!i 5 dY
Legal Description
Improvements to the above - described property have been completed in accordance
with the terms of the permit and are certified to be ready for occupancy as:
❑ Single- Family Residence
❑ Commercial
[VOther: k t/
Lowest Floor Elevation:
Required As Built
The following must be completed before issuing Certificate of Occupancy:
Department Date Notified Date Approved Approved By
Firet.�
Public Works f c f . a
Public Utilities
Planning Dept.
Building Dept.
Final Survey with FFE ❑ es No
All Re- Inspect Fees Paid Yes 0 No
Graham Shirley
From: Graham Shirley
Sent: Friday, August 04, 2006 10:12 AM
To: Kaluzniak, Donna; Carper, Rick; Deming, James; Nodine, Phil; Walker, Chris
Cc: Brugman Kerri; Matthews, Carlene; Lanier, Joyce
Subject: FINAL CO INSPECTION- 8.8.06
Paul Finley W /Beaches Habitat called for a final co inspection on 8.8.06 for 1850 Francis Ave 05 29567 and 1852 Francis
Ave 05 29568
Paul can be reached at 334 2278
Shirley
1
,f z : ` ` CITY OF A TLANTIC BEACH
i 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
/ INSPECTION PHONE LINE 247 -5826
Application Number 06- 00032285 Date 2/08/06
Property Address 1852 FRANCIS AVE
Tenant nbr, name NEW SRVC 150AMP /240V
Application description . . ELECTRIC ONLY
Property Zoning TO BE UPDATED
Application valuation . . . 0
Owner Contractor
BEACHES HABITAT BROOKS & LIMBAUGH ELECTRIC CO
1671 FRANCIS AVE. 42 WEST 8TH STREET
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) 241 -1222 (904) 241 -9051
Permit ELECTRICAL PERMIT
Additional desc .
Permit Fee • - . 95.00 Plan Check Fee . . .00
Issue Date . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
Permit Fee Total 95.00 95.00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 95.00 95.00 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING OFFICIAL
4
CITY OF ATLANTIC BEACH
ELECTRICAL PERMIT APPLICATION
Date: Z)320�
Property Address: VS Z MC 4 ' L 4,_
Owner: 7V Telephone #: - 1 —
Contractor: , ,,g;a 5n "d- 1-7 I Telephone #: mil— 9°
Contractor Address: .A g � Fax #:
Contractor Signature:
fr l
In consideration of permit given for doing e wor .. • escribed in the above statement, we hereby agree to perform said work in
accordance with the attached plans and specificati. s which are a part hereof and in accordance with the City of Atlantic Beach
ordinance and standards of good practice listed therein.
Building: Building Type: ❑ Trailer Service: If other construction is
New Residence ❑ Temp. }7j. New being done on this building
Or site, list the building
D Old D Commercial D Signs D Increase Permit number:
❑ Re -wire ❑ Addition Sq. Ft. ❑ Repair eA a Lq)--6R
Conductor Size: AMPS: )Sv COPPER 0 ALUMINUM X
Switch or RACE
Breaker AMPS AS —0 PH / W VOLT 2 9-0 WAY
Existing Service RACE
Size AMPS PH W VOLT WAY
Meter
Number
Feeders: NO. SIZE NO SIZE NO SIZE
Lighting Outlets
, CONCEALED OPEN
Receptacles CONCEALED OPEN
O 3(1 AMPC 11 1f10 AMPS
Switches
Incandescent
Fluorescent &
M.V. •
Fixed 0.100 AMPS OVER BELL
Appliances TRANSFER.
Air H.P.RATING H.P. RATING CEILING KW -HEAT
Conditioning COMP. MOTOR OTHER MOTORS AMPS HEAT
Motors 0 -1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS
UNDER600V OVER600V
Transformers NO. KVA NO. KVA
No.Neon_Transf.
Ea._Sign
Miscellaneous N�, ,.a
800 Seminole Road • Atlantic Beach, Florida 32233 -5445
Phone: (904) 247 -5800 • Fax: (904) 247 -5845. httm / /w w.ci.atiantic- beach. LuE
Revised 1/04
. -,-
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
\ 6 cv ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5826
Application Number 06-00033130 Date 6/01/06
Property Address 1852 FRANCIS AVE
Tenant nbr, name INSTALL CU & AHU
Application description . . MECHANICAL ONLY
Property Zoning TO BE UPDATED
Application valuation . . . 0
Owner Contractor
BEACHES HABITAT OCEAN STATE HEAT & AIR
1671 FRANCIS AVE. 1476 ATLANTIC BLVD.
ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266
(904) 241-1222 (904) 249-8251
Permit MECHANICAL PERMIT
Additional desc .
Permit Fee . . . 71.00 Plan Check Fee . . .00
Issue Date . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
Permit Fee Total 71.00 71.00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 71.00 71.00 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
t I .
BIALDO,IG OFFICIAL ,", E ik.
9
;:, CITY OF ATLANTIC BEACH
MECHANICAL PERMIT APPLICATION
Date:
Property Address: i ,2 • e fr ' s U ' , P 11. _ ■ ► • `
Owner: • _ I ' Au g _ ■ c! . / / Telephone #: 9 t 7oaa
Contractor . 4 , '., 5-1a- ikar -h 4 - 19 5/'' Telephone g 09-�a- -ens'/
Contractor Address: Phi ' 144C 1t 5 hid 4 y?.JC�k • FI • Fax #:('e'Yj 0
Contractor Signatur • •/ //
In consideration of permit g en for doin- -• • de 'bed in the above statemr t, we hereby agree to perform said work in accordance
with the attached plans and specifications whi4 are a part here CtiLraccordan with the City of Atlantic Beach ordinances and standards of
good practice listed therein
Type of Heating Fuel: If other construction is being done on this building
or site, list the building permit number:
Electric
❑ Gas: _LP Natural Central Utility ,fir 0 16/5 -
❑ Oil 0 ° `Z 7
❑ Other - Specify
MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
dale Heat _ Space _Recessed _ Central _ Floor I Residential
vle Air Conditioning: _Room Central i ,
❑ Duct System: Material bu.C. &v,e� Thickness (ePIi ❑ Commercial
Maximum capacity cfm
,'Q' Refrigeration W New Building
❑ Cooling Tower: Capacity gpm ❑ Existing Building
❑ Fire Sprinklers: Number of Heads
❑ Elevator: _ Manlift Escalator (Number) ❑ Replacement of Existing System
❑ Gasoline Pumps (Number)
❑ Tanks (Number) jt New Installation
❑ LPG Containers (Number) (No system previously installed)
❑ Unfired Pressure Vessel ❑ Extension or Add -on to Existing System
❑ Boilers
❑ Gas Piping ❑ Other - Specify
❑ Other - Specify
LIST ALL EQUIPMENT
AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving
Number Units Description Model # Manufacturer Ton' s Agency
I el ,d' asr &tr 'er a.o ct/z
HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving
Number Units Description Model # Manufacturer BTU's Agency
i4 // F Y Co.miter tag e.-
TANKS Nominal Capacity Type Liquid Serial `
How Many & Dimensions Contained Manufacturer N f..,,, F � i
800 Seminole Road • Atlantic Beach, Florida 32233 -5445
Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 1/04
,
8 i+ 1 W
(�' CITY OF ATLANTIC BEACH
z16 MECHANICAL PERMIT APPLICATION
- - Date:
Property Address: : s 1, 2 4 A
At L) rig• - ■ •. . ■ •
Owner: '(g2cif Telephone #: c2 i 7■7,.,
Contractor& ea 54. ?te i i emh;1 } cy- Telephone #(Q y) 4 ( 21/ = __
Contractor Addrecc: 11 k . ' lake -A62 lcAtl'Mt -k $cJ• FI • Fax #:(19Y1 o Z Y `ezete?
Contractor Sign a Cur % �
In considerntion of nitwit g' . in fur tctoti " -- . e c d • 'tied in the uhovc sultemcnl, we hereby agree to perform said work in accordance
with the attached plans and ipeciiications whi are a pin hereo lxtxxdance with thc'City of Atlantic peach ordinances and standards of
good�racticc YAW therein.
Type of Heating Fuel: \ if other construction is being duce on this building
or site, list the building permit number:
4W Electric
0 Gas: „LP _Natural _Central Utility
O Uil ONS1-6
❑ Other — S • ecify
MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
art Pleat _ Space _ Recessed _ Central ^, Floor A t d� Air Conditioning: fioom Central Residential
0 Duct System: Material -,4 hicknrss VeRIV 0 Commercial
Maximum capacity din
0 Refrigeration fie New Building
O Cooling Tower: Capacity Rlmm
0 Fire Sprinklers: Number of Beads ❑ Existing Building
O Elevator: Manlift Escalator (Number) 0 Replacement of Existing, System
n Gasoline Pumps (Number)
u Tanks
(Number)
l New installation
(No system previously installed)
0 LPG Containers (Number)
O Unfired Pressure Vessel
0 Boilers 0 Extension or Add-on to Existing System
O Gas Piping 0 Other - Specify
d Other , - Specify
-
- LIST ALL E L.... ENT
AIR CONDITIONING. 1 E FRit:Wt2AT1ON EQUYPKENT & CONDRNSOR'S Appmving
Number Unity Description Model # Manufacturer Ton' s Agency
1 - • ' c -s . • a.o ui...
HEATING — FURNACES. ROLLERS, 11Ut PLACES & AIR HANDLER'S Approving
Number Units Description Model # Manufacturer BTU's Agoncy
1 i /H F YI,ItWFA)2y Cihriti- tt��se , Ve.....
TANKS Nominal Utpacity Type Liquid Seri& Approving
}low Main' & Di me lions Contained - Manufacturer No. Agenc}
R00 Seminole Road • Atlantic Beach, Florida 32233
Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www ci.atlantic heach.fl.us Revised 1/04
z•d 6 66- 642 -406 0/d aaeas ueao0 d80:*0 90 IC ReW
�1 1
CITY OF ATLANTIC BEACH
1� t 800 SEMINOLE ROAD
_
r ` ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247 -5826
Application Number 05- 00029568 Date 2/08/06
Property Address 1852 FRANCIS AVE
Tenant nbr, name THOUSE 614RADON /1216SCHG
Application description . . TWO FAMILY RESIDENCE
Property Zoning TO BE UPDATED
Application valuation . . . 65261
Owner Contractor
BEACHES HABITAT BEACHES HABITAT
1671 FRANCIS AVE. 1671 FRANCIS AVENUE
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) 241 -1222 (904) 241 -1222
Permit BUILDING PERMIT
Additional desc .
Permit Fee . . . .00 Plan Check Fee . . .00
Issue Date . . -. 1/25/05 Valuation . . . . 65261
Expiration Date . 8/08/06
Other Fees CITY RADON SURCHARGE .15
CAPITAL IMPROVEMENT 325.00
ST CONSTRUCTION SURCHARGE 5.47
AB CONSTRUCTION SURCHARGE .60
STATE RADON SURCHARGE 2.91
SEWER IMPACT FEES 1250.00
WATER IMPACT FEE 410.00
WATER CONNECT /TAP & METER 525.00
WATER CROSS CONNECTION 35.00
Fee summary Charged Paid Credited Due
Permit Fee Total .00 .00 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 2554.13 2554.13 .00 .00
Grand Total 2554.13 2554.13 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
BUILDING OFFICIAL
r i o 4 ' 0 , CITY OF ATLANTIC BEACH
, , 800 SEMINOLE ROAD
j r ia µ. 0 ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247 -5826
44 - I -. artiV
Application Number 05- 00029568 Date 1/26/05
Property Address 1852 FRANCIS AVE
Tenant nbr, name THOUSE 614RADON /1216SCHG
Application description . . TWO FAMILY RESIDENCE
Property Zoning TO BE UPDATED
Application valuation . . . 65261
Owner Contractor
BEACHES HABITAT BEACHES HABITAT
1671 FRANCIS AVE. 1671 FRANCIS AVENUE
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) 241 -1222 (904) 241 -1222
Permit BUILDING PERMIT
Additional desc .
Permit Fee . . . .00 Plan Check Fee . . .00
Issue Date . . . 1/25/05 Valuation . . . . 65261
Expiration Date . 7/24/05
Other Fees CITY RADON SURCHARGE .15
CAPITAL IMPROVEMENT 325.00
ST CONSTRUCTION SURCHARGE 5.47
AB CONSTRUCTION SURCHARGE .60
STATE RADON SURCHARGE 2.91
SEWER IMPACT FEES 1250.00
WATER IMPACT FEE 410.00
WATER CONNECT /TAP & METER 525.00
WATER CROSS CONNECTION 35.00
Fee summary Charged Paid Credited Due
Permit Fee Total .00 .00 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 2554.13 2554.13 .00 .00
Grand Total 2554.13 2554.13 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
CODES.
6 04 10 4$0), C ' 6
6
BUILDING OFFICIAL
.6'. Y CITXdpAT 'WC IBEADCH
CITY OF ATLANTIC BEAC JAN 20 2005 1
^— r BUILDING PERMIT APPLICAT ION j
(FOR NEW SINGLE FAMILY RESIDENCE • ;; : I
DUPLEX CONSTRUCTION)
Date: / /7,0 / 4 S
Job Address: /Fs ) ?.S2 t.1)u0< -)5 4-0 c.J.L.I
Owner of Property: & 4,u5 AJAN 7-A -7-- •
Address: A7 / FA .4.+) G I-s to .� i'1. 'd )17.4., 7.2_4- 3111 -3.i Telephone: '9. /w—
Legal Description: Block Number: Lot Number: Zoning District: sh
Contractor: Br-A, E-0s )A , 'f'a9 V - State License Number:
Contractor's Address: )47r 0, '1 /1^tc,.Js-re_ r, cz._ 3E1_3 i
Telephone: 9 *VI 2 > - )2? - 1-- Fax: l'Si- Z41/--e _ri er p
Describe proposed use and work to be done: C-.../13 C-.../13 4- r�•� re S ....)-- >.•.t p !�w
Present use of land or building(s): V,P S" )0u-eV
Valuation of proposed construction: 7 2� O) °
Is approval of Homeowner's Association or other private entity required? Ai:, If yes, please submit with this
application.
Will this project involve changes in elevation, site grade or any use of fill material or the removal of any trees?
NO. Applicant certifies that no change in site grade or fill material will be used on this project.
YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Permit.
m #
NO. Applicant certifies that no trees will be removed for this project.
YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree
Removal Permits to be reviewed by the Tree Conservation Board, which meets two times each month.
Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.
Incomplete applications may result in delay in issuance of permit.
STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please
contact the Planning and Zoning Department at 904- 247 -5826. In order to correctly verify zoning designation, please have
Property Appraiser's Real Estate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre - construction or post - construction
topographical survey or grading plan is required. (If not required, written verification must be provided with this application.)
The Department of Public Works is located at: 1200 Sandpiper Lane, Atlantic Beach, FL 32233 Telephone: (904) 247 -5834
STEP 3. Submit Tree Removal Application if trees are to be removed or relocated.
STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner /Contractor Affidavit if
owner is contractor, and four (4) complete sets of construction plans to the Building Department, which is located at the Atlantic
Beach City Hall, 800 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247 -5826
800 Seminole Road • Atlantic Beach, Florida 32233 -5445
Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic - beach.fl.us
Page 1 Revised 1/14/03
In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being
performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner.
1. Current survey showing the property boundary with bearings and distances and the legal description.
2. Location of all structures. temporary and permanent, including setbacks, building height, number of stories and square footage. Identify
any existing structures and uses.
3. If required by the Department of Public Works, a pre - construction topographical survey.
4. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies.
5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools
may be excluded from total Impervious Surface.
6. Other information as may be appropriate for individual applications.
I hereby certify that all information provided with this application is correct. ,
Signature of owner: " ----.- .----5 . .
Date: //o r
I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and
ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordinances, or laws in any manner, including the
governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the
above information being true and correct and that the plans and supporting data have been or shall be provided as required.
i ,�� 7 ` / / f
Signature of Contractor: Date:
Address and contact information of person to receive all correspondence regarding this application (please print).
Name: •.4-A.. c.- F, )4... -
Mailing Address: /67 r P 4 � e " c.,f .14
r L.4...gr ,L gE4crs, ,A_ _72233
Telephone: 90.5 1-�-78 Fax: '7/— 2-- 91- VVio E -Mail:
AS TO OWNER:
Sworn to and subscribed before me this 2 ' day of �GkA✓1 , 20.
State of Florida, County of Duval
Notary s Signature: ellit
�Y. ' JENNIFER SCHLUETER
3 , ., ` •, ,, __ MY COMMISSION # DD 121301 ersonally known
tr r a z - EXPIRES: May 27, 2009 y...\ / , 4
• •�: 47,4.0., BaWedThru Wary Pa underwriters ❑Produced identification
�- Type of identification produced
AS TO CONTRACTOR:
Sworn to and subscribed before me this �0 d ay of L_CA/Y , 20 05
State of Florida, County of Duval
,„,,,,, JENNIFER SCHLUETER
Notary's Signature: Sc U�c
MY COMMISSION # D0
' : * EXPIRES: May '
= 27, 2006 ersonally known
� �
J . , � p ` , � q , gqdad Notary ' ic Underwriters ❑ Produced identification
Type of identification produced
800 Seminole Road • Atlantic Beach, Florida 32233 -5445
Telephone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us
Page 2 Revised 1/14/03
TVir DEPARTMENT OF PUBLIC WORKS
r -1 -� 1200 SANDPIPER LANE
J `` f . ,u �. .s .. ATLANTIC BEACH, FLORIDA 32233 -4313
TELEPHONE: (904) 247 -5834
FAX (904) 247 -5843
3 SUNCOM:852 -5334
,: ` — ' 44. - 7 http: / /ci.atlan tic - beach. fl. us
PLAN REVIEW COMMENTS FROM THE
PUBLIC UTILITIES DEPARTMENT
Permit Application # 0 5 ''21 S Cp
Applicant: TIC f i-1-444.1731 -Pc j
Address: 1 & S 2 F /2J Ls , ivE .
)roject:. 'DUnl.
X Your application is approved as noted by the Public Utilities Department. Final
application approval must come from the Building Department.
o Your permit application has been reviewed by the. Public Utilities. Department and the
following items need attention:
— nat.) - r - A p 15 A r,4 47,q -f3 /� / en_F is T €n G4,
/2.Ped f--0. p A' w a/er �,p d- /71- e°�r e
arte`, G,: / / vv 4 ,6-P ii7d, j/1/1/ /, /, /yr- P -A-PrP
/- rte' ` -P a "'( aJ -
dal
i
Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions please call (904) 247 -5834.
Review • .y Donn aluzr' , ublic Utilities Director
;� !` ■ Date /-
Signature • /
PGA"
Contractor Notified Date
LAPP/.
r f `' ' ' CITY OF ATLANTIC BEACH D. o •
N 4 F ‘ BUILDING / ZO DEPARTMENT , 9�ns
4. * j 800 SEMINOLE ROAD Srr
ATLANTIC BEACH, FLORIDA 32233 -5445
TELEPHONE: (904) 247 -5800
FAX: (904) 247 -5845
" P - 1 - 0111 . http: / /ci.atlantic- beach.fl.us
PLAN REVIEW COMMENTS
Permit Application # 05- -q 5 �P S
Property Address: 1 (b 5 2 FJ�1 �vJ ( S Pt \7
Applicant: �J C—/ - t o l - ret T
Project: - D lJ p
This permit application has been:
❑ Approved
❑ Reviewed and the following items need attention:
Please re- submit your application when these items have been completed.
Reviewed by: Date:
1,e1 CC:
, CITY OF ATLANTIC B EACH D. Ford
BUILDING / ZONING DEPARTMENT / o ai s
"?, °?' ) 800 SEMINOLE ROAD `
J � ATLANTIC BEACH, FLORIDA 32233 -5445
TELEPHONE: (904) 247 -5800
FAX: (904) 247 -5845
http: / /ci.atlantic- beach.fl.us
PLAN REVIEW COMMENTS
Permit Application # Cis Co 'Q3
Property Address: / S 2— Fro-1 cis ft '/V.
Applicant: E.AL 1"
�T� T
Project: 'Dv ►�L�-
This permit appti ion has been:
roved
❑ Reviewed and the following items need attention:
Please re- submit your a lication when these items have been completed.
Reviewed by: Date: V-C)S
Y „ . , `s x� CITY OF ATLANTIC BEACH
' = 800 SEMINOLE ROAD
;' ATLANTIC BEACH, FLORIDA 32233
2 INSPECTION PHONE LINE 247 -5826
4 Js1l 0
Application Number 05- 00029568 Date 1/26/05
Property Address 1852 FRANCIS AVE
Tenant nbr, name THOUSE 614RADON /1216SCHG
Application description . . TWO FAMILY RESIDENCE
Property Zoning TO BE UPDATED
Application valuation . . . 65261
Owner Contractor
BEACHES HABITAT BEACHES HABITAT
1671 FRANCIS AVE. 1671 FRANCIS AVENUE
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) 241 -1222 (904) 241 -1222
Permit BUILDING PERMIT
Additional desc .
Permit Fee . . . .00 Plan Check Fee . . .00
Issue Date . . . 1/25/05 Valuation . . . . 65261
Expiration Date . 7/24/05
Other Fees CITY RADON SURCHARGE .15
CAPITAL IMPROVEMENT 325.00
ST CONSTRUCTION SURCHARGE 5.47
AB CONSTRUCTION SURCHARGE .60
STATE RADON SURCHARGE 2.91
SEWER IMPACT FEES 1250.00
WATER IMPACT FEE 410.00
WATER CONNECT /TAP & METER 525.00
WATER CROSS CONNECTION 35.00
Fee summary Charged Paid Credited Due
r
Permit Fee Total .00 .00 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 2554.13 2554.13 .00 .00
Grand Total 2554.13 2554.13 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
CODES.
Q
%.,‘ Akbro. C 9 1 °16A411(k'
A
BUILDING OFFICIAL
rsyLv;'J, CITY OF ATLANTIC BEACH
Aiso
t - PERMIT CALCULATION SHEET
js� .5
. 1
/ - 2 c/ OS
Address /y r2-F 4 c ( s vF , - /ounibio uS
Heated Square Footage / d 7 6 @$ 5 per sq ft = $ 6 3 Z 2
Garage She J @ $ 1 1 ( per sq ft = $ / / Y l
Carport /Pori ,' 6 @$ /e persgft= $ 3 0
Patio @ $ / S per sq ft = $ 4 7 J 0
TOTAL VALUATION: $ 3, 2 6 /
$
Total Valuation
1 $
$
Remaining Value $ . per thousand
or portion thereof
CONSTRUCTION TYPE: :VI: TOTAL BUILDING FEE $ /WA
ZONING: /Z G - 2 - + 1 Filing Fee $ iU / /q
FLOOD ZONE: X ( ) Fireplaces @ $35.00 $ - G -
IMPERVIOUS SURFACE: Sc' "
BUILDING PERMIT FEE $ -&
WATER IMPACT FEE $ 47 / Q
SEWER IMPACT FEE $ //s 0
WATER METER/TAP $ 5 -
CAPITAL IMPROVEMENT $ 3 2..."
SEWER TAP $ -
C (G I(/) RADON HRS .0050 $
SECTION H PAVING ( ) $ • -O -
CROSS CONNECTION $ 3 r
ST02/G ) SURCHARGE $
OTHER $
GRAND TOTAL DUE: $
1/13/03
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WATER IMPACT FEE WORKSHEET
ADDRESS: / e5 2 — F /44) c / 5 p t c/E . — c-) f-{o v,JF
DRAINAGE
FIXTURE UNIT
FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS
Automatic clothes washers, commercial 3
Automatic clothes washers, residential 2 1 Z
Bathroom group consisting of water closet, lavatory,
Bidet, and bathtub or shower 6 1- / Z
Bathtub (with or without overhead shower or whirlpool
attachments) 2
Bidet 2
Combination sink and tray ' 2
Dental lavatory 1
Dishwashing machine, domestic 2 2
Drinking fountaiMcemake y2 I
Floor drains 2
Hose bib 1 2 _ 2
Kitchen sink, domestic 2
Kitchen sink, domestic with food waste grinder and/or
dishwasher 2
Laundry tray (1 or 2 compartments) 2
Lavatory 1
Shower compartment, domestic 2
Sink 2
Urinal 4
•
Urinal, 1 gallon per flush or less 2
Wash sink (circular or multiple) each set of faucets 2
Water closet, ffushometer tank, public or private 4
Water closet, private installation 4
Water closet, public installation 6
TOTAL NUMBER OF UNITS= ,2 .
MULTIPUED X 20
TOTAL $ z„7/0
. C . �,,
f CITY OF ATLANTIC BEACH
te a` ' y s) 800 SEMINOLE ROAD
J ;, ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247 -5826
Application Number 05- 00029568 Date 2/10/05
Property Address 1852 FRANCIS AVE
Tenant nbr, name THOUSE 614RADON /1216SCHG
Application description . . TWO FAMILY RESIDENCE
Property Zoning TO BE UPDATED
Application valuation . . . 65261
Owner Contractor
BEACHES HABITAT BEACHES HABITAT
1671 FRANCIS AVE. 1671 FRANCIS AVENUE
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) 241 -1222 (904) 241 -1222
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Sub Contractor . . ADVANTAGE PLUMBING
Permit Fee . . . . 112.00 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
Permit Fee Total 112.00 112.00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total 112.00 112.00 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDg CODES.
titraki...,
r
BUILDING OFFICIAL
LAN'r
S 2 - 9S
. 1"). ,N., CITY OF ATLANTIC BEACH
Y #, PLUMBING PERMIT APPLICATION
Date: 2) A -
Property Address: Z. PkAPi S Atif
Owner: q cuNkr 1 a, 1.4 r Telephone #: 2W-*/ 22.2.
Contractor: vii-a119 Ph) i f c Telephone #: Y7-98L
Contractor Address: (3 ,R. d 4 1 Fax #:--,2. - 9
In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in
accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach
ordinance and standards of good practice listed therein.
Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing
Code.
Plumbing Type: If other construction is being done on this building or site,
i t New list the building permit number:
❑ Re -Pipe
Number of Fixtures:
Bath Tubs 1 Showers
c2 Closets Shower Pans
Dishwashers 1 Sinks
Disposals Urinals
Floor Drains Washing Machine
A Lavatory 1 Water
Sewer 1 Water Heaters
Other
Fees
Permit Issuing Fee: $35.00
Total Fixtures: / X $7.00 + $35.00 = ) 1 a_ Q 0
800 Seminole Road • Atlantic Beach, Florida 32233 -5445
Phone: (904) 247 -5800 • Fax: (904) 247 -5845. http : /lwww.ci.atlantic- beach.fl.us
Revised 1/04
E 0 1 ,� - ':r DEPARTMENT OF PUBLIC WORKS
r s ' l 1200 SANDPIPER LANE
r ` AT LANTIC BEACH, FLORIDA 32233 -4318
Si! TELEPHONE: (904) 247 -5834
. ", " FAX: (904) 247 -5843
r� SUNCOM: 852 -5834
. http: / /ci.atlantic- beach.fl.us
` �� PLAN REVIEW COMMENTS FROM THE
PUBLIC WORKS DEPARTMENT
Permit Application # 05 - 1-0 51) g
Applicant: 1?)EINC E l S + 1 T
Address: / 43 62- F/ C t S Ps-\/ U
Project: Tom✓' t- '
K Your application is approved as noted by the Public Works Department.
Final application approval must come from the Building Department.
❑ Your permit application has been reviewed by the Public Works Department and the
following items need attention:
r _
Driveway must meet the asphalt road.
Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions, please call (904) 247 -5834.
Reviewed by Rick arper, P.E., Public Works Director
//
Date U
Signature
Contractor Notified Date , /?-./O5
S I T E P L A N
FOR 1850 AND 1852 FRANCIS AVENUE
LOT 1 1
11 11
1
0
M
-- -- -- -- -- -- -- --
N 89'26'40" E 145.00' II
W
NI Q
0 o ° I 0
6 I l 0 T 1 2 �;, I
4, E.H. DONNER SUBDIVISION
� ti
q� PLAT BOOK 8, PAGE 4 w
I
-S1761 m
0 4 ( Q co
0
a g 0
h z o
0
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' I* + `mob N 8976'40" E 120.00 + ° � '1 �N ;N �'Y` � , 1 ,'ti
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+ —N+- 4 4 a * - ". 4 - 1 1
o Z — 7.5 SETBACK : ' (n 70
L O T 8 U * 30 : :
: (((TTT��� D
FRANCIS COVE THREE 8 0) ~'I... i y« i• ` i -''' ': I a
PLAT BOOK 56. PAGE 26 01 / i. ..,- C11 ?, o m
.
AND 26A i
/i /i/ iiii, I Z
O , 7.5' SETBACK
' . APPROXIMATE e b > rn
b -
- - - - S 89'26'40" W . • _ TOP OF BANK I l . _ ' • -- +t�....... �.
25.00' 1283. ETE CURB 89'26'40" W 1 1. ' +` , � 2 �a
Re o x13.13 x13.13 `� 1
x12.78 1
BENCHMARK:
FORSYTH COURT SET MAGNAIL & DISK.
RECORDED IN FRANCIS COVE THREE LB P OF PO LB WW IN EAST HE 1
ER POLE WITH
PLAT BOOK 56, PAGE 26 AND 26A LIGHT. ELEVATION.15.08 1
50' RIGHT OF WAY (PAVED)
NOTES:
THIS IS A MAP ONLY.
BOUNDARY DATA AS PER PLAT.
SCALE: 1" = 30' BEACHES HABITAT
DRAWN BY: CEK 1671 FRANCIS AVENUE DATE: JANUARY 12, 2005
FILE #: 1850 & 1852 FRANCIS AVE ATLANTIC BEACH, FL 32233 SHEET 1 OF 1
4 CITY OF ATLANTIC BEACH
„;,,? FLOOD PLAIN DEVELOPMENT INFORMATION
Location: /Y.ro / f 2 4,o G s 4,IG”
Type of Development: I E E,)Tr,9 -L
Flood Zone: X
A
Required Lowest Floor Elevation: q
If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB
HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above
the base flood elevation established for that zone.
No final inspection will be made and no Certificate of Occupancy will be issued until the survey
is on file with the Building Department.
COMMENTS:
Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon
the above information being correct and that the plans and supporting data have been or shall be
provided as required. I agree to comply with all applicable provisions of Ordinance No. 25 -7 -11
and all other laws or ordinances affecting the proposed development.
Applicant's Signature: �� _ Date: 1 / 2 -A3.3 —
Department Use:
Required lowest floor elevation:
As built lowest floor elevation:
Survey filed with Building Department:
Building Department Representative
Revised 1/17/03
Beaches Habitat
Habitat for Humanity of the Jacksonville Beaches, Inc.
CITY ,r
January 20, 2005 y
JAN 2 Mr. Rick Carper •
, 3Y
Public Works Director - ° -- - °-
City of Atlantic Beach
1200 Sandpiper Lane
Atlantic Beach, FL 32233
Rick,
Attached are items relative to our Building Permit application for 1850/1852 Francis
Avenue:
1. A copy of the Site Plan is attached. This document shows planned drainage and
our erosion and sediment control plan.
2. Impervious calculations are as follows:
a. Total square footage of lot = 7,800
b. Total impervious square footage = 2,212
i. Slab = 1,360 sq ft
ii. Walks and drive = 852 sq ft
c. Percent impervious = 28.4%
Please give me a call if you require any additional information.
Sincerely,
Paul Finley
Construction Manager
904.334.2278
P.O. Box 50939 • Jacksonville Beach, Florida 32240 • (904) 241 -1222
_....,
SITE PLAN
FOR 1850 AND 1852 FRANCIS AVENUE
L O T 11
11 11
1
0
to _ _
N 89'26'40" E 145.00'
I II
Li_
I
m <
0
0
0 1
Q-
I
LOT T 1 2 0 cr)
0
0 4,,
4, E.H. DONNER'S SUBDIVISION
I PLAT BOOK 8, PAGE 4 ( 1,
•?' cb I
CI: Nr
k Q co
0
P
o
0 ci So z o
I ' I ' "
O ' 0
0 "5/
/.. 4 , a 1
4 ".
V CY
4 i t -% lE
(4.■ 1
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+ , 4 3 . , , ,
-7 + , : X ....../st--/ A ' — .4
P --V-•- .;0 . I -T1
0
----- SETBACK
_
0 Z
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FRANCIS COVE THREE 0 a) .1,,,...
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R A
PLAT BOOK 56, PAGE 26 cri / :, • 1 –
0 ‘(4t Z
AND 26A : _..., .. 0
CI 1 g, /*///zzaz/z. ;.•
7.5' SETBACK '' _ °.. C
,... —V-0.- ■ APpROXIMAT . .9, ti , 0 M
, b
S 89 W. . — — — ' -- TOP OF BANK ' — —4 Lt., ...3* N .y.l•
83 k3 5, 25.00' 12. <t,l
2.9z_, . 4. s
8926'40" W 12 .00 4,5'
I
4.s.GONGRETE OURB"7.1, )13.13
X13.13
X12.78 12.78 I
FORSYTH COURT BENCHMARK:
I
SET MAGNAIL & DISK.
LB 3672 IN EAST SIDE
RECORDED IN FRANCIS COVE THREE OF POWER POLE WITH '
PLAT BOOK 56, PAGE 26 AND 26A LIGHT. ELEVATION=15.08 1
50' RIGHT OF WAY (PAVED)
NOTES:
THIS IS A MAP ONLY.
BOUNDARY DATA AS PER PLAT.
SCALE: 1" = 30' BEACHES HABITAT
DATE: JANUARY 12, 2005
DRAWN BY: CEK 1671 FRANCIS AVENUE
FILE #: 1850 & FRANCIS AVE ATLANTIC BEACH, FL 32233 SHEET 1 OF 1
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102 ALL VALLEYS ARE TO DE 4 oPN�(1IONAl LY
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/� 4.) AIL 11015SE5 ARE DES16rED FOR Z 04.
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ERwISE No
5) ALL WAILS SNOOK ON FLAMM*
_ _ PLAN ARE LOP60ER®10 of LOAD
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_ _ WITH 11E Tar MINS Ur. i i.
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011uilders
�& ` v
'4 FirstSource
Dunnall
PHONE; 384x437 -'1344 FAX; 306-43?-3q94
JacksonvIII&
PHONE: q04- 772 -6100 FAX- q04- 77Z -W7>
Lako Gity
YHONE: 366r757-6eg4 FAX! 366- 777 -7473
'< >
10-0-0 � an for d
'PHONE! 407- 322-0MGI FAX! 407 -322 -5777
> Naive
HA6ITAT 13EAGHE5
L0MBar
1050 -152 FRANCIS oft! MAN;
2 5 DUPLEX 5U: NT5
NIL DW416T; 111!
1/14/05 DAN J100675F
m ille rs
0-- F
Project Information for: J100615F
Builder: Habitat Beaches - 14, 2005
Address: 1850 & 1852 Francis Avenue
Jacksonville, FL ,
County: Duval
Truss Count: 12
(" Design Program: MiTek 20/20 5.2
Truss Design Load Information:
'" Gravity: Wind: Building Code:FBC2001
f Roof (psf): 42.0 Wind Standard: ASCE 7 -98
Floor (psf):55.0 Wind Speed (mph): 120
. Note: See the individual truss drawings for special loading conditions.
F Engineer of Record: Lawrence A. Paine, PE Florida P.E. License No. 21475
Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244
Truss Design Engineer:Lawrence A. Paine, PE Florida P.E. License No. 21475
Company: Builders FirstSource - Florida, LLC
Address: 6550 Roosevelt Blvd. Jacksonville, FL 32244
Notes:
1. Determination as to the suitability of these truss components for the structure is the responsibility of the building
designer /engineer of record, as defined in ANSI/TPI 1 -1995 Section 2.2
2. The seal date shown on the individual truss component drawings must match the seal date on this index sheet.
3. The Toads indicated on all referenced girder trusses are consistent with the truss placement plan numbered J100615F
provided by Builders First Source - Jacksonville, FL and dated 01/14/2005. Loads applied by non -truss elements
and basic load parameters /design criteria are to be reviewed and approved by the Engineer of Record /Building Designer.
Otherwise, the Truss Design Engineer's responsibilities are limited as stated in Chapter 2 of ANSI/TPI 1 -1995.
# Truss ID Dwg. # Seal Date I
1 F02 J 127415 10/22/04
3 F04 J1274159 10/22/04
4 F05 J1274160 10/22/04
5 F06 J1274161 10/22/04 4
7 F08 J 1274164 10 22/04
9 F F F F10 J 12 1 1 1 0/22/ QQ 0 4 4
12 T100 J127 1
Job Truss i Truss Type .
Qty Ply
F01 (FLOOR 19 1 J1274157
,
J ob Reference�optional�
Builders First Source, Jacksonville ,Florida 32244
5.200 s Oct 21 2003 MiTek Industries, Inc. Fri Oct 15 14:06:32,2004 Page
o 1 i t- 6 -1 -3-0 I 1 1-6-8 1
0-1 s
F
Scale = 1:33.7
4x6 =
4x6 =
1x3 -- 1x3 II 1x3 II 1x3
1 2 3 4 5 6 7 8 9 10
i %i
6 i - "._ , ,r1
22
N.
0 19 18 17 16 15 14 13 12 11
4x6 =
4x6 =
__ - -0-0 ..__._ i 10-9-8 , 19 -9 -8 _.- 1
19 -9 -8 -- - -- --
Plate Offsets (X,Y): -. [1 :Edge,0 1 -8], [10_0 1 8_Edge] [15:0 Edge], [16 0 1- 8,Edge]_
LOADING (psf) J SPACING 2 -0 -0 CSI DEFL in (loc) I /deft L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.37 Vert(LL) -0.34 15 -16 >681 360 MI120 249/190
TCDL 10.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.47 15 -16 >496 240
BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) 0.09 11 n/a n/a
BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 102 Ib
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing.
WEBS 4 X 2 SYP No.3
REACTIONS (lb/size) 20= 1069/0 -3 -8, 11= 1069/0 -3 -8
FORCES (lb) - Maximum Compression /Maximum Tension
TOP CHORD 20- 21=- 1063/0, 1 -21 =- 1062/0, 11- 22=- 1063/0, 10 -22 =- 1062/0, 1 -2 =- 1096/0, 2 -3 =- 2741/0, 3 -4 =- 3784/0, 4 -5 =- 4314/0, ,
5 -6 =- 4314/0, 6 -7 =- 4314/0, 7 -8 =- 3784/0, 8 -9 =- 2741/0, 9 -10 =- 1096/0
BOT CHORD 19 -20 =0/55, 18- 19= 0/2066, 17 -18 =0/3391, 16- 17= 0/4150, 15- 16= 0/4314, 14- 15= 0/4150, 13- 14= 0/3391, 12- 13= 0/2066,
11 -12 =0/55
WEBS 10- 12= 0/1415, 1 -19= 0/1415, 9 -12 =- 1349/0, 2 -19 =- 1349/0, 9 -13= 0/940, 2 -18= 0/940, 8 -13 =- 904/0, 3 -18 =- 904/0,
8 -14= 0/546, 3 -17= 0/546, 7 -14 =- 509/0, 4 -17 =- 509/0, 7 -15= 0/223, 4 -16 =0/223, 5 -16 =- 131/0, 6 -15= -131/0
JOINT STRESS INDEX
1 = 0.71, 2 = 0.95, 3 = 0.55, 4 = 0.34, 5 = 0.57, 6 = 0.57, 7 = 0.34, 8 = 0.55, 9 = 0.95, 10 = 0.71, 11 = 0.71, 12 = 0.77, 13 = 0.95, 14 = 0.55, 15 = 0.38, 16 = 0.38, 17 = 0.55, 18
= 0.95, 19 = 0.77, 20 = 0.71, 21 = 0.00, 21 = 0.57, 22 = 0.00 and 22 = 0.57
NOTES .
1) All plates are 3x4 MI120 unless otherwise indicated.
2) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
LOAD CASE(S) Standard
Truss Design Engineer: Lawrence A. Paine, PE
Florida PE No. 21475
Builders FirstSource - Florida, LLC
€550 Roosevelt Blvd. Jacksonville, FL 32244
October 22,2004
I A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors.
Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the 1 0- - Builtbrs .
I responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection
and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center,
6300 Enterprise Lane Madison, WI 53719 or the Truss Plate Institute 583 D Onofno Drive, Madison, WI 53719
Job Truss j Truss Type
Qty Ply I
F04 FLOOR J 1274150'
4 ' 1
— — - Job Reference (optional)
.
Builders First Source, Jacksonville ,Florida 32244 -
5.200 s Oct 21 2003 MiTek industries, Inc. Fri Oct 15 14:06:33,2004 Page 1
1 8 1-3-0 ) ) i F- ? -5 -12 I L_ - 0 - i o-s-
Scale = 1:19.3
WARNING: This truss has not been designed to support
concentrated loads on the cantilevered end.
1x3 -= 1x3 II
1 2 3 3x6 =
4 5 6 7 1x3 --
1
Mal
W, `, 17 0
_-/ I V
5 14 13 12 :
1 10 04 8
1x3 I1 11 ���,
3x6
4-0-0 ___.. - -- i .._ - -_ 5-8 _ - 1---- - - ___ - _.. - - - -- 10 - 6-4 i 11 -5-0
11 -5 -0
Plate Offsets (X, y): [4 0 1- 8,Edge], [7:0 1 -8 Edge], [j3:0 -1 -8 Edge] -
LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl Lid PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.29 Vert(LL) -0.05 12 >999 360 MI120 249/190
TCDL 10.0 Lumber Increase 1.00 BC 0.44 Vert(TL) -0.07 11 -12 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.01 9 n/a n/a
BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 65 Ib
— L
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing, Except
WEBS 4 X 2 SYP No.3 6 -0 -0 oc bracing: 9- 10,8 -9.
REACTIONS (lb/size) 15= 563/0 -3 -8, 9= 653/0 -3 -8
Max Grav15= 565(load case 2), 9= 653(load case 1)
FORCES (lb) - Maximum Compression /Maximum Tension
TOP CHORD 15 -16 =- 554/0, 1 -16 =- 554/0, 8- 17 = -3/2, 7- 17 = -3/2, 1 -2 =- 513/0, 2 -3 =- 1204/0, 3 -4 =- 1204/0, 4 -5 =- 1072/0, 5 -6 =- 418/0,
6-7=-21/16
BOT CHORD 14 -15 =0/29, 13- 14= 0/973, 12- 13= 0/1204, 11- 12= 0/1204, 10- 11= 0/886, 9 -10 =- 16/21, 8- 9 = -0/0
WEBS 6 -9 =- 641/0, 1 -14= 0/659, 2 -14 =- 639/0, 2 -13= 0/315, 3 -13 =- 138/0, 6 -10= 0/610, 5 -10 =- 652/0, 5 -11= 0/261, 4 -11 =- 185/0,
4 -12= -60/0, 7 -9 = -31 /41
JOINT STRESS INDEX
1 = 0.60, 2 = 0.32, 3 = 0.14, 4 = 0.11, 5 = 0.33, 6 = 0.68, 7 = 0.06, 8 = 0.00, 9 = 0.21, 10 = 0.69, 11 = 0.26, 12 = 0.06, 13 = 0.29, 14 = 0.67, 15 = 0.37, 16 = 0.00, 16 = 0.00, 17
= 0.00 and 17 = 0.00
NOTES
1) Unbalanced floor live loads have been considered for this design.
2) All plates are 3x4 MI120 unless otherwise indicated.
3) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
4) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Truss Design Engineer: Lawrence A. Paine, PE
Florida PE No. 21475
Builders Fir tSource - Florida, LLC
6550 Roosevelt Blvd. Jacksonville, FL 32244
October 22,2004
AL Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE ME
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. r , ^i
Applicability of design parameters and proper incorporation of component into the overall building structure, including at temporary and permanent bracing, is the
responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection
and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 VVECA Center,
6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 FirstSource
Job Truss I Truss Type Qty I Ply - -
F06 I FLOOR J1274161
2 1
Jab Reference (option
Builders First Source, Jacksonville ,Florida 32244 - -33 s -
5.200 s Oct 21 2003 MiTek Industries, Inc. Wed Oct 20 14:h :542004 Page 1
1 3x6 2 1x3 I I 3 1x3 II 9 1 4
0-3-0
I -I 1 -3 -0 ... -- -- _.._— 1-4-0
- -.... -. -- 1 .._ I _ 0-3-0 i
Scyle: 1.5 " =1'
II 1 =Mil
9
Y
/
o,i / ,
:,,N `i - -
3x4 = 3x4 =
6 Simpson THA422 7 6 "11.41
1 .khk■
1 3x4 11_— 1-6-0 r 3 -1 -0
- --
4-7-0
�x4 - fN
Plate Offsets —= [6:0-1-8, -- -- -- - 1 8,Ed c _ [_.Edge 0 1 8]_
LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.87 Vert(LL) -0.01 7 >999 360 MI120 249/190
TCDL 10.0 Lumber Increase 1.00 BC 0.27 Vert(TL) -0.02 7 >999 240
BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.00 5 n/a n/a
BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 28 Ib
L
LUMBER
BRACING
TOP CHORD 4 X 2 SYP No.1 D TOP CHORD Sheathed or 4 -7 -0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing.
WEBS 4 X 2 SYP No.3
REACTIONS (Ib /size) 8= 770 /Mechanical, 5= 1023/0 -3 -8
FORCES (Ib) - Maximum Compression /Maximum Tension
TOP CHORD 1 -8 =- 748/0, 4 -5 =- 1026/0, 1 -2 =- 782/0, 2 -3 =- 782/0, 3 -9 =- 782/0, 4 -9= -782/0
BOT CHORD 7- 8 = -0 /0, 6- 7= 0/782, 5 -6 =0/0
WEBS 1- 7= 0/1022, 2 -7 =- 683/0, 4- 6= 0/1022, 3- 6= -608/0
JOINT STRESS INDEX
1= 0.94,2 = 0.73,3 = 0.73,4 = 0.94,5= 0.36,6= 0.96,7 =0.96 and 8 = 0.36
NOTES
1) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
2) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S)
1) Floor: Lumber Increase =1.00, Plate Increase =1.00 ,
Uniform Loads (plf)
Vert: 5- 8 = -10, 1- 4 = -100
Concentrated Loads (Ib)
Vert: 2=- 658(F) 9=- 658(F)
Truss Desinr Engineer: Lawrence A. Paine, PE
Florida PE No. 21475
Ehil 1=rs FirstSource - Florida, LLC
6550 Roosevelt Blvd. Jacksonville, FL 32244
October 22,2004
Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 7473 BEFORE USE �'
u 1
MI
I This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. 1 "
Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the 3a. IIII
responsibility of building designer and 1 or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection ■ ■
and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, , :>i Imo'` i �t
• 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719 e c 8" °
Zrd 1
Job I Truss I Truss Type Qly Ply I
F08 ( FLOOR 1 1 J1274163
Builders First Source, Jacksonville ,Florida 3244
Job Reference (o)ional)
•
5.200 s Oct 21 2003 MiTek Industries, Inc Fri Oct 15 14:06:34 Pagel
o 1 -3 -0 I _ 1-7-0 _
039
t
Scale = 1:16.3
1x3 1x3 II 1x3 II
3x6
1 2 3 4 5 6
13 '' – I_ e — � -- _ --
\ \ / )0 o
Y
.. , NW •
144 11 10 9 8 7
. Simpson THA422
- - - - -- -- - -_.. 4-0 -0 ' ._ - - -- 5 -10 -0 - - -__ - __ 9 -10-0
�
9 -10 -0 -- - - - �
Plate Offsets (X,Y): [9:0- 1- 8,Edge] [10 :O 1 8,Edgej
--
LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.02 10 >999 360 M1120 249/190
TCDL 10.0 Lumber Increase 1.00 BC 0.23 Vert(TL) -0.03 10 >999 - 240
BCLL 0.0 Rep Stress Incr NO WB 0.25 Horz(TL) 0.01 7 n/a n/a
BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 53 Ib
LUMBER BRACING
TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals.
BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing.
WEBS 4X2SYPNo.3
REACTIONS (lb/size) 12= 521/0 -3 -8, 7= 527 /Mechanical
FORCES (lb) - Maximum Compression /Maximum Tension
TOP CHORD 12 -13 =- 517/0, 1 -13 =- 516/0, 6 -7 =- 522/0, 1 -2 =- 472/0, 2 -3 =- 1021/0, 3-4 =- 1021/0, 4 -5 =- 1021/0, 5 -6= -471/0
BOT CHORD 11 -12 =0/27, 10- 11= 0/873, 9- 10= 0/1021, 8 -9= 0/876, 7 -8 =0 /0
WEBS 6 -8= 0/627, 1 -11= 0/606, 5 -8 =- 563/0, 2 -11 =- 558/0, 5 -9= 0/198, 2 -10= 0/202, 3 -10 =- 116/0, 4 -9= -113/0
JOINT STRESS INDEX
1 = 0.55, 2 = 0.28, 3 = 0.12, 4 = 0.12, 5 = 0.29, 6 = 0.56, 7 = 0.18, 8 = 0.64, 9 = 0.18, 10 = 0.18, 11 = 0.61, 12 = 0.34, 13 = 0.00 and 13 =0.00
NOTES
1) All plates are 3x4 MI120 unless otherwise indicated.
2) Recommend 2x6 strongbacks, on edge, spaced at 10 -0 -0 oc and fastened to each truss with 3 -16d nails. Strongbacks to be
attached to walls at their outer ends or restrained by other means.
3) CAUTION, Do not erect truss backwards.
LOAD CASE(S) Standard
Truss Design Engineer: Lawrence A. Paine, PE
Florida PE No. 21475 " '
B»ilders FirstSource - Florida, LLC
6550 Roosevelt Blvd. Jacksonville, FL 32244
October 22,2004
44 Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MlI -7473 BEFORE USE
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors.
Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the
brs ..
responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection Bulic
and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of Amenca, 1 WTCA Center, OFirstSource
6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719
Job
Truss Truss Type
Qty Ply
.. — — FLOOR 2 1 J1274164
F09
Builders First Jacksonville ,Florida 32244 I Job Reference {optional)
5 .200 s Oct 21 2003 MiTek Industries, Inc. Wed Oct 20 16:14 42,2004 Page 2
LOAD CASE(S)
Concentrated Loads (Ib)
Vert: 1=- 598(F) 2 = -274 15=- 527(F)
2) 1st unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (pIQ
Vert: 7- 12 = -10, 1- 3=- 210(F= -110), 3 -6 = -20
Concentrated Loads (lb)
Vert: 1=- 598(F) 2=- 548(F= -274) 15=- 144(F)
3) 2nd unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf)
Vert: 7- 12 = -10, 1- 3=- 130(F= -110), 3- 6 = -100
Concentrated Loads (Ib)
Vert: 1=-163(F) 2=- 349(F = -274) 15=- 527(F)
•
A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1 -7473 BEFORE USE J
T
MI
his design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors.
BUIW S
I Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the
responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection
and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 VVTCA Center, ttt -
6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 ou p"'1 s�
e
Job Truss Truss Type
Oty I pl
F10 1 FLOOR 8 1 J1274165
- Lonal L
Builders First Source, Jacksonville ,Florida 32244 P
-- Job Reference o -- — - -- - --
•
5.200 s Oct 21
1 2003 MiTek Industries, Inc. Wed Oct 20 16:20 1 `.x,2004 Page 2
•
LOAD CASE(S)
2) 1st unbalanced Floor: Lumber Increase =1.00, Plate Increase;
Uniform Loads (pif)
Vert: 6- 10 = -10, 1- 2 = -100, 2 -5 = -20
Concentrated Loads (Ib)
Vert: 1=- 347(F)
3) 2nd unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf)
Vert: 6- 10 = -10, 1- 2 = -20, 2- 5 = -100
Concentrated Loads (Ib)
Vert: 1= -95(F)
•
v Warning - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII -7473 BEFORE USE
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors.
Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the BUlkbrS
responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection
and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center,
6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 - -- ,("°'q f'*
Job Truss I Truss Type Qty Ply •
F11 FLOOR 2 1
• Job Reference (option_
Builders First Source, Jacksonville ,Florida 32244 5.200 s Oct 21 2003 MiTek Industries, Inc. Wed Oct 20 16:21:15 2004 Pagp 2
LOAD CASE(S)
Uniform Loads (plf)
Vert: 7- 12 = -10, 1 -6= -210
Concentrated Loads (Ib)
Vert: 1=-598(F) 2= -274 15=- 282(F) 16=- 347(F)
2) 1st unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf)
Vert: 7- 12 = -10, 1- 3 = -210, 3 -6= -130
Concentrated Loads (Ib)
Vert: 1=-598(F) 2 = -274 15=- 77(F) 16= -95(F)
3) 2nd unbalanced Floor: Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf)
Vert: 7- 12 = -10, 1 -3= -130, 3 -6= -210
Concentrated Loads (Ib)
Vert: 1=-163(F) 2= -274 15=- 282(F) 16=- 347(F)
•
•
•
A Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII -7473 BEFORE USE I
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors.
Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the li
responsibility of building designer and 1 or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection
and bracing, consult SCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center,
Madison, ro
'. 6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D O
not i Drive, rive
83 , WI 53719 i o c
Job Truss JTruss Type
Qty Ply
T100 FLAT 2
Builders First Source, Jacksonville ,Florida 32244
1 _ Job Reference (optional)
5.200 s Oct 21 2003 M1Tek Industries, Inc. Wed Oct 20 16:26:22e2004 Page 1
3-4-12 6-7-12
3- 4- 12-- __. - - - - I - - - -- - -- - i . _--- 9- 10 -12 � ._ -_. 13-1-12 I 16 -4 -12 + 19 -9-8
3-3-0 3 -3-0 –__ _____.-
3 -3-0 3 -3 -0
3 -4 -12
Scale = 1 34.3
5x6 = 4x6 = 4x6 - 2x4 II 4x6 - 4x6 = 5x6 =
r 1 2 3 4 15 5 6 7
MA 1
n ■
14 13 12 11 10 9
3x6 11 5x6 = 5x6 – 5x8 = 5x6 = 5x6 -- 3x6 II
3 -4 -12 I 6- 7 -12__ F– 9-10-12 - - I___— - 13- 1 -12__ _ I 16-4-12 - _ ..L - _ _ 19 -9-8 _ ... - ___ 1
3 -4 -12 3 -3 -0 3 -3 -0 3 -3 -0 3 -3 -0 3 -4 -12
Plate Offsets X [9:0-3-0,0-2-4], --
Y�; L 0 3 -0,0-2 4] _ - -- 0 0 1 -12] [6 0 -3 -0 0 1 12],_[7 0 3 0,0 -2 4], [9'03 0 0 2_4] (13.03 -0 0 -2 -41
LOADING (psf) SPACING 2 - - CSI DEFL in (loc) I/defl L/d PLATES GRIP
TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.22 11 >999 360 MI120 249/190
TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.30 11 >769 180
BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(TL) 0.02 8 n/a n/a
BCDL 5.0 Code FBC2001 /ANSI95 (Matrix) Weight: 217 Ib
-
LUMBER
BRACING
TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals.
BOT CHORD 2 X 6 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 14= 1073/0 -3 -8, 8= 1073/0 -3 -8
FORCES (lb) - Maximum Compression /Maximum Tension
TOP CHORD 1 -14 =- 920/0, 1 -2 =- 2822/0, 2 -3 =- 4607/0, 3 -4 =- 5053/0, 4 -15 =- 5053/0, 5 -15 =- 5053/0, 5 -6 =- 4607/0, 6 -7 =- 2822/0,
7 -8= -920/0
BOT CHORD 13- 14= 0/404, 12- 13= 0/2822, 11- 12= 0/4607, 10- 11= 0/4607, 9- 10= 0/2822, 8 -9 =0/404
WEBS 1 -13= 0/2521, 2 -13 =- 805/0, 2 -12= 0/1861, 3 -12 =- 467/0, 3 -11 =- 244/465, 4 -11 =- 305/0, 5 -11= 0/547, 5 -10 =- 467/0,
6- 10= 0/1861, 6 -9 =- 805/0, 7- 9= 0/2521
JOINT STRESS INDEX
1 = 0.41, 2 = 0.30, 3 = 0.18, 4 = 0.25, 5 = 0.18, 6 = 0.30, 7 = 0.41, 8 = 0.33, 9 = 0.35, 10 = 0.27, 11 = 0.19, 12 = 0.27, 13 = 0.35 and 14 = 0.33
NOTES
1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: ? )
Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc.
Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -9 -0 oc.
Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated.
3) Provide adequate drainage to prevent water ponding.
LOAD CASE(S)
1) Regular: Lumber Increase =1.00, Plate Increase =1.00
Uniform Loads (plf)
Vert: 1-7=-100_8-14=-10
2) User defined: Lumber Increase =1.00, Plate Increase =1.00
Truss Design Engineer: Lawrence A. Paine, PE
Continued on page 2 Florida PE No. 21475
Builders FirstSource - Florida, LLC
6550 Roosevelt Blvd. Jacksonville, FL 32244
October 22,2004
IA Warning - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1 -7473 BEFORE USE i
ir4
This design is based only upon the parameters shown for an individual building component that is installed and loaded vertically and fabricated with MiTek connectors. I
, Applicability of design parameters and proper incorporation of component into the overall building structure, including all temporary and permanent bracing, is the
responsibility of building designer and / or contractor per ANSI / TPI 1 as referenced by the building code. For general guidance regarding storage, delivery, erection I Buitiobrs
and bracing, consult BCSI -1 or HIB -91 Handling Installing and Bracing Recommendation available from the Wood Truss Council of America, 1 WTCA Center, A
6300 Enterprise Lane, Madison, WI 53719 or the Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719
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