Permit 1656 E Park Ter CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
rj ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 10-00000089 Date 2/05/10
Property Address . . . . . . 1656 E PARK TER
Application type description WINDOW AND/OR DOOR
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 6000
----------------------------------------------------------------------------
Application desc
REPLACING 20 WINDOWS
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
COTTRELL WINDOWS DIRECT USA OF JAX
1656 PARK TERRACE EAST 11200 ST JOHNS INDUSTRL PKWY N
ATLANTIC BEACH FL 32233 SUITE 8
JACKSONVILLE FL 32246
----------------------------------------------------------------------------
Permit . . . . . . WINDOW AND/OR DOOR PERMIT
Additional desc . .
Permit Fee . . . . 80 . 00 Plan Check Fee 40 . 00
Issue Date . . . . Valuation . . . . 6000
Expiration Date . . 8/04/10
----------------------------------------------------------------------------
Special Notes and Comments
*2007 FLORIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS .
2007 FLORIDA BUILDING CODE - RESIDENTIAL.
2005 NATIONAL ELECTRICAL CODE.
*REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING
DEPARTMENT IMMEDIATELY.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
* Wind Borne Debris Protection shall be provided for at
final window inspection per the Florida Building Code
R301 . 2 . 1 . 2 - Protection of openings . *
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 80 . 00 80 . 00 . 00 . 00
Plan Check Total 40 . 00 40 . 00 . 00 . 00
Grand Total 120 . 00 120 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
600 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233
-5826 9 FAX NO.:(904)247-5845
OFFICE:(904)247
-DEPT@COARUS
BUILDING
BUILDING PERMIT APPLICATION DUVAL COUNTY
1.JOB ADJDRESS� 2:VALUATION OF WORK 13,SQ.FT.UNDER ROOF
-16&4�e 009�4RI� gc,�0�'g 3 e�ege 0 1
4,LEGAL DESCRIPTION., 5.CLASS OF VVORK 6.USE OF STRUCTURE:
[3 NEWBUILDING 0 DEMOLITION WROESIDENTIAL
LOT_BLOCK_SUB DIVISION Oy3WITION 0 CONVERTING USE 0 COMMERCIAL
7.DESCRIPTION OF WORK: RI'ALTERATION 11 ACCESSORY BLDG. 8,FIRE SPRINKLEk,
1?E14tz-- "20 El REPAIR 11 POOL/SPA =YES SKIA
'P11 0 MOVE 11 OTHER El NO
PROPERTY OWNER: COUR kCTOR; ARCHITECT/ENGINEER:
9.NAME: 15.COMPANY rME' 23,COMPANY NAME:
'I
ligga &)5
16.WE: 24.LICENSEE NAME:
.0144'b rA
10.ADDRESS: 17.SjATE OF FLORIDA L10EN*E-NO.: 25.STATE OF FLORIDA LICENSE NO.:
11's6 40'eR li-ze' /-q/,/ 11".9
ls�)DRESS-
dl%YA) 26,ADDRESS:
J,4X �e6 -IM10-1410
1.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 120.FAX NO.: 27.OFFICE PHONE:,,,��
7
4-
�Io L/4.3�1- '7(,5�(
13.CELL PHONE: 21.CELL PHONE' 29.CELL PHONE: T6 JPWV�o-P
14.EMAIL ADDRESS: 22.EMAILIADDRESS: 30.EMAIL ADDRESS:
FEE 11IMPLEWILE.HOLDER:
JIF OTHER THAN OVMER) BONDING COMPANY-. MORTGAGE LENDER:
31.NAME: 33.NAME: 35.NAME:
32.ADDRESS: 34.ADDRESS: 36.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 construction 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
abandoned for a period 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,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc.
OWNEITS AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and
prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law.
WARNING TO OWNER:
YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR
LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
OWNER or AGENT CONTRACTOR
(IfAfflWA*of Attorney or Agency Letter Required) 4
1--,7, (k.t.: -2-sr I
Signed: //11.0���� Date: �yo Signed: k I',,
Before me this_day of -Po"I the county of Before me this 2��day of "I\ ,2W9 in the coun y of
Duval,State of Florida,has personally appeared 0,0%10 Duval,State of Florida,has personally ap eared Fz a 0
herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are
true and accurate. SHARON true and accurate.
Notary Public at Large,State of KE N t P blic at Large,State of SHANU
rl P,,ggWW.Kg.. -Raw"Ui 9�pp.rscnually Known WO-tarY Public, State of Florkla
13 Produced Identilication- Mv rnmm Fyn .7,2012 13 Produced Identification- A4 Gomm F.
ota [�,dl�,n. re� 4J1Z-
gqIVFH gM
A
14WO IF %ff%W mlt- %�-
REVIEMED FOR CODE COMPLUNCE
1&) 9LA
n AIMW
THIS PLAN MUST BE D FOR
CITY OF ATLANTIC BEACH
0f4GJ10ErS1TEDF00R RMr
SEE PERMITS FOR ADDITIONAL
QUIREMENTS:AND COTIMITIONS.
7
Y.
::B DATE: 91-/0
EACH INSPECTION P.EVMWFZBY:A
NOTICE OF COMMENCEMENT
(PREPARE IN DUPLICATE)
Permit No. Tax Folio No.
State of—FLORIDA County of DUVAL
To whom It may concern:
The undersigned hereby informs you that Improvements will be made to certain real prop",and in
accordance with SecItIon 713 of the Florida Statutes,the following information Is stated in this NOTICE OF
COMMENCEWENT
Legal description of property being improved: 34-51 09-9 -29R SELVA MARTNA UNTT NO 6
Address of properlybeing improved: irc;r, pAgx 9TTr RF.A(T4
General description of improvements:- REPLACE 2 0 WINDOWS
Owner RICK GLAWE---
Address jj;g;r, pAgTc Tggg A TANTTr gpAr
_T;o PT. I I I
Owner's interest in site of the improvement loot
Fee Simple Titleholder(if other than owner)
Name
Address
Contractor WINDOWS DIRECT USA OF JACKSONVILLE
Address 112 0 0 ST. JOHNS IND .PKWY. N- - 3 2-2A 6
PhoneNo. 904-493-8550 FaxNo. 904-493-85
Surety(if any) --Lu
Address _Amount of bond$ —W CC Z ;
Phone No. Fax No. 00t!
lhawi LL
Name and address of any person making a loan for the conshiction of the improvements.
Name Uj
Address 1000. Ui
Phone No. Fax No. rA CL
Awn-a
Name of person within the State of Florida,other than himself,designated by own pon wh i co
documents may be served: er u om not ;Cor Z
:5
Name CL 0
Address sa-3 am
Phone No. Fax No. Z
-A.; 0
In addition to himself,owner designates the following person to receive a copy of the Lienor's Nofi as provided 16— LU
Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option).
Name
Address
Phone No. Fax No.
Expiration date of Notice of Commencement(the expiration da is one(1)year from the date of recording unless a
different date is specified): r
THIS SPACE FOR RECORDEWS USE ONLY L�11OJPHEI�,
Signed: DA It—
Before me Ifis�LTL.J��y of ci in the
County of Duval,state of Florida,has Personally appeared
himself/herself and affirms It SNAVC911 hereiriby
Doc#2010020410,OR 6K 16-139 Page 444, are true and amurate Notary PubliC,State of
Number Pages:I MY COMM.EXP- OCL 17,2W2
Recorded 01128/2010 at 12:04 PM, Comm.No. DD=493
JIM FULLER CLERK CIRCUIT COURT DUVAL Notary Pubic—at Gge,S Countyof_
,�,jUN 1) My commission expires:
RECORDING$10-00 Personally Known V or
Produosdl
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Facsimile 813.754.9989
Florida Board of Professional Engineers Certificate of Authorization No.9813
Product Evaluation Report
Report No.: FL-4065.2 R5
Date: February 5,2009
Product Category: Window
Product sub-category: Single Hung
Product Name: Series 2900/4900-Model 2901 /4901
Oriel
Extruded Vinyl Single Hung Window with Nailing Fin
"Non-Impact"
Manufacturer: SilverLine Building Products Corporatioti
I Silverline Dr
North Brunswick,NJ 08902
Phone 732.435.1000
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F.
Schmidt,P.E. (System ID# 1998)for SilverLine Building Products Corporation based on Rule
Chapter No. 9B-72.070, Method I d of the State of Florida Product Approval, Department of
Community Affairs-Florida Building Commission,
RW Building Consultants and Lyndon F. Schmidt, P.E.do not have nor will acquire financial
interest in the company manufacturing or distributing the product or in any other entity involved
in the approval process of the product named herein,
This product has been evaluated for use in locations adhering to the Florida Building Code(2007
Edition).
See Drawing No. FL-4065.2 prepared by R W Building Consultants, Inc. and signed and sealed
by Lyndon F. Schmidt,P.E. (FL 4 43409)for specific use parameters.
Lyndon F. Schmidt, P.E.
JOB COPY FL No. 43409
FTIR s I February 5,2009
THIS PLAN MUST BE
ON JOB SITE FOR
PFI 198 EACH INSPECTION Sheet I of 3
Limitations
I. This product has been evaluated and is in compliance with the 2007 Florida Building Code
structural requirements excluding the "High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
base material shall be beyond wall dressing or stucco.
I When used in areas requiring wind borne debris protection this product is required to be
protected with an impact resistant covering that complies with Section 1609.1.2 of the
Florida Building Code.
4. Site conditions that deviate from the details of drawing FL-4065.2 require further
engineering analysis by a licensed engineer or registered architect.
5. See drawing FL-4065.2 for size and design pressure limitations.
Lyndon F. Schmidt, P.E.
FL No. 43409
February 5,2009
PF 1198 Sheet 2 of 3
Supporting Documents
A Drawing
I Drawing No. FL-4065.2 prepared by R W Building Consultants,Inc. (Florida Board of
Professional Engineers Certificate of Authorization No. 9813),signed and sealed by
Lyndon F. Schmidt, P.E.
B Tests
I. Testing per AAMA/WDMA/CSA I Ol/I.S.2/A440-05 as performed by Architectural
Testing. Inc. and reported in test report ATI 7148').Ol-109-47,signed by Michael D.
Stremmel,P.E.
C Calculations
1. Product anchoring for tested specimens is in accordance with manufacturer's published
reconin-iendations as substantiated by tested specimens reported in test report ATI
71483.01-109-47. Additional product anchor analysis for loading conditions prepared,
signed and sealed by Lyndon F. Schmidt, P.E.
2. Buck anchor analysis for loading conditions prepared,signed and sealed by Lyndon F.
Schmidt, P.E.
D Other
I. Certificate of Participation issued by Window &Door Manufacturers Association,
certifying that SilverLine Building Products Corporation is manufacturing products within
a quality assurance prograrri that complies with ISO/IEC 17020 and Guide 5').
Lyndon F. Schmidt, P.E.
FL No.4')409
February 5, 2009
PF 1198 Sheet 3 of 3
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R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico.FL 33595 Phone 813.659.9197 Facsimile 8 13.754.9989
Florida Board of Professional Engineers Certificate of Authorization No.9813
Product Evaluation Report
Report No.: FL-4065.1 R5
Date: February 5, 2009
Product Category: Window
Product sub-category: Single Hung
Product Name: Series 2900/4900- Model 2901 /4901
Extruded Vinyl Single Hung Window with Nailing Fin
"Non-Irn pact"
Manufacturer: SilverLine Building Products Corporation
I Silverline Dr
North Brunswick,NJ 08902
Phone 7')2.43 5.1000
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F.
Schmidt, P.E. (System ID# 1998)for SilverLine Building Products Corporation based oil Rule
Chapter No. 913-72.070, Method I d of the State of Florida Product Approval, Department of
Community Affairs-Florida Building Commission.
RW Building Consultants and Lyndon F. Schmidt,P.E. do not have nor will acquire financial
interest in the company manufacturing or distributing the product or in any other entity involved
in the approval process of the product narned herein.
This product has been evaluated for use in locations adhering to the Florida Building Code(2007
Edition).
See Drawing No. FL-4065.1 prepared by R W Building Consultants, Inc. and signed and sealed
by Lyndon F. Schmidt, P.E. (FL 4 43409)for specific use pararneters.
L43_1�71
Lyndon F. Schmidt,P.E.
FL No. 43409
February 5,2009
PF 1198 Sheet I of 3
Limitations
I. This product has been evaluated and is in compliance with the 2007 Florida Building Code
structural requirements excluding the "High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind bome debris protection this product is required to be
protected with an impact resistant covering that complies with Section 1609.1.2 of the
Florida Building Code.
4. Site conditions that deviate from the details of drawing FL-4065.1 require further
engineering analysis by a licensed engineer or registered architect.
4--
5. See drawing FL-4065.1 for size and design pressure limitations.
Lyndon F. Schmidt, P.E.
FL No. 43409
February 5,2009
PF 1198 Sheet 2 of 3
Supporting Documents
A Drawing
Drawing No. FL-4065.1 prepared by R W Building Consultants, Inc. (Florida Board of
Professional Engineers Certificate of Authorization No. 9813), signed and sealed by
Lyndon F. Schmidt, P.E.
B Tests
I Testing per AAMA/WDMA/CSA 10 1/l.S.2/A440-05 as performed by Architectural
Testing. Inc. and reported in test report ATI 82601-01-109.47, signed by Michael D.
Stremi-nel, P.E.
2. Testing per AAMA/WDMA/CSA 101/i.S.2/A440-05 as performed by Architectural
Testing, Inc. and reported in test report ATI 72129.01-109-47., signed by Michael D.
Strerni-nel, P.E
Testing per AAMA/WDMA/CSA 101/i.S.2/A440-05 as perforn-ied by Architectural
Testing, Inc. and reported in test report ATI 82599.01-109-47, signed by Michael D.
Strernmel, RE
4. Testing perANSI/AAMA/NWWDA 101/l.S.2-97 as performed by Architectural Testing,
Inc. and reported in test report ATI 55067.02-122-47,signed by Steven M. Urich,P.E
5. Testing per AAMA/WDMA/CSA 10 1/l.S.2/A440-05 as performed by Architectural
Testing, Inc. and reported in test report ATI 71051-01-109-47, signed by Michael D.
Strernmel, RE
C Calculations
1. Product anchoring for tested specimens is in accordance with manufacturer's published
recommendations as substantiated by tested specimens reported in test report AT]
82601-01-109.47, ATI 72129.01-109-47, ATI 82599.01-109-47, ATI 55067.02-122-47 and
AT] 71051-01-109-47. Additional product anchor analysis for loading conditions prepared,
signed and sealed by Lyndon F. Schmidt, P.E.
2. Buck anchor analysis for loading conditions prepared,signed and sealed by Lyndon F.
Schmidt,P.E.
D Other
I Certificate of Participation issued by Window&Door Manufacturers Association,
certifying that SilverLine Building Products Corporation is manufacturing products within
a quality assurance program that complies with ISO/IEC 17020 and Guide 53.
t;4—�
Lyndon F. Schmidt,P.E.
FL No. 4-3409
February 5, 2009
PR 198 Sheet 3 of 3
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800 Seminole Road
Atlantic Beach,Florida 32233
Telephone(904)247-5800
FAX (904)247-5805
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.
I. Parking plan -parking plan showing how site will be accessed and all onsite
and abutting street parking areas.
2. Location of construction trailers, load ing/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 for Ad. Beach are Advanced Disposal,Realco Recycling, and
Shappells. 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.
"a I ut;-C' 0--
9,
Revised 6/2009
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 09-00001959 Date 12/03/09
Property Address . . . . . . 1656 W PARK TER
Application type description ELECTRIC ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
CHANGE OUT DEFECTIVE PANEL BX; 2 GRG LGHTS;2 OUTLE
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
MARTIN, R. R. ADVANCED WIRING SERVICES INC.
1656 PARK TERRACE WEST 2800 ALMEDA STREET
ATLANTIC BEACH FL 32233 (AS OF 01/01/05)
JACKSONVILLE FL 32209
(904) 744-4446
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . . CHANGE OUT PANEL BOX
Permit Fee . . . . 90 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 6/01/10
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 90 . 00 90 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 90 . 00 90 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
4
800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233
09
""'v' OFFICE:(904)247-5826 0 FAX NO,.(W4)247-%45
"'i
BUILDING-DEPT@COAB.US
ELECTRICAL PERMIT APPLICATION
1 JOB ADDRESSS: DUVAL COUNTY
2.IS THIS-A-SUB
3.DATE
L
ONO
-33 0 YES PERIl
PROPER 0 1
4.NA NER:
R,cK (-)k ) c ADDRESS IF DIFFERENT FROM 1OB ADDRESS: 6.PHONE,
7.NA 1 11-11l EL.ECTRICAL CONTRACTOR: 6.5 q
A d VOOCed V"( el 8-ADDRESS:
9.STATE OF FLORIDA LICENSE NO: TOO A(AleodPeA
JE9()C, .I -) 10.CELL PHONE 11.FAX NO.
12.EMAIL ADDRESS: 3/14 IV q1 t ), -7��,�
n 6 '16 ll- 13 OF ICE P-1- 14.
L-1 L1 '-i Ll 1-1 (0
15. pplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet
the standards of all laws regulating construction 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 abandoned for a period of six(6)months at any time after work is commenced.
CONTRACTORS SIGNATURE:-(A)
0, 111C Will!)1:11 Ilk: 17.SERVICE:
0 MULTI FAMILY-#-OFUNITS.. TIAL 18.METE
;KSINGLE FAMILY 0 TEMP�ERvICE 13 COMMERCIAL Cw6q :3 2- 1
R; ER�
0 ADDITION 11 TRAILOR 19.BUILDING:
0 ALTERATION 11 SIGN - 19.CURRENT ril
OE
�Tl CZ
LD 0 NEW V0 INA I IUNAL F-LECZTRICAL CODE
0 REPAIR 0 POOL SPA *8�
0 REWIRE 0 OTHER:
UsTALL EL� K:
JECTRICAL WOR
2 T P
0.TYPE OF SERVICE: CIOVERHEAD AUNDERGROUND 0 UNDERGROUND UP POLE
Y 0
WS ---------------
t2l.NEW SERVICE: CONDUCTORSPE PHAS 0 POWER IS ON :)POWER IS OFF
22.SIZE OF CONDUCTOR: - AMPACITY: IJCOPPER 0 ALUMINUM
23.SWITCH OR BREAKER SIZE: AMPS:_ PH: W:- VOLT:- :-:WAY IZE:
24.EXISTING SERVICE SIZE: -AMPS:400 PH: W:-3- VOLT: RACEWAYSIZE: Se
25.FEEDERS: .#OF- AMPS:_ #OF- AMPS:
CEWAY SIZE*
EWAY SIZE. le
#0
)F- AMPS:
26. LIGHTING FIXTURES: INCANDESCENT:- FLUORESCENT&M.V.:
27.FIXED APPLIANCES: 0-30 AMPS: 31-100AMPS:
8. OVER 100 AMPS:
28.FIRE ALARM: OYES 0 NO
I 2 - 11DONO APPLY ONE INGLE FAI.I.L.,.-1 11-FAMILT All ROOM ADDITIONS
k29.SMOKE DETECTORS: NUMBER:
30. RECEPTACLES: 0-30AMPS:- 31-100AMPS: OVER 100 AMPS:
31.SWITCHES: 0-30 AMPS: 31- OAM S:_ OVE 100A IPS:
rION!
#OF UNITS: COMP. MOTOR HP RATING: AMPS: HEAT KV-VE:d
#OF UNITS.- COMP. MOTOR HP RATING: All W:
NUMBER: VOLTAGE: RS: HEAT KW:
HP: KVA:
NUMBER: VOLTAGE: HP: KVA:
34.TRANSFORME
UNDER 60OV.- NUMBER: KVA:
OVER 60OV: NUMBER: KVA:
IB
LDESCRIBE]IN DETAIL: to MISCELANE
CAN&vl�q 7ef)Lt C)�e ple(_Tk
BLDG02 Permit Application Elec:REVISED:07/20/2009 r-,!;
C)t4-1(e-7S I
NEW BRICK VENEER ON
EXISTING CONCRETE FOOTING
(SEE ARCH AND NOTE 16)
................
MODIFY EXISTING WALL
FOR NEW SW-3 SHEAR
WALL REQUIREMENTS
U)
X,
04
x, 1
PT 6X6 WOOD POST
ATTACHED TO FOUNDATION -7 7-,
WITH SIMPSON ABU66 AND
5/8"OXV-0" ANCHOR BOLT
(-TYPICAL)
, PARTIAL FOUNDATION AND FLOOR PLAN
REFERENCE SHEET-JEVISION NO. DATE
LATITUDE 3 0 S_100 . 09/16/11
ENGINEERING PROJECT TITLE PROJECT
COTTRELL RESIDENCE SHEET 1030
1510 B Second Street, South - Jacksonville Beach,FL 32250 ADDITION & RENOVATION
904-247-1855 - Fax904-247,4900 - mail@lat3Oeng.com ATLANTIC BEACH, FLORIDA SK-5
Brim R.Stoddard,P.E.(FL PE#58773) Certificate of Authorization#26691
x
C�q
Q_ PT 2X4 OUTRIG
SL6PE AT 2'-0" ON C
/—n4
PT 2X12 I BALLOON FRAMED GABLE END WALL
GABLE END GIRDER 'rRUSS
\-5/8"O UPLIFT ROD THREADED
THROUGH 2—PLY TRUSS AND
ATTAPHEn TO BOTTOM CHORD WITH
�LATE WASHER AND HEX
NUT. ROD SHALL BE CONTINUOUS
TO ANCHOR BOLI EMBEnnF
1'-0" INTO FOUNDATION.
z
Uj
SLOPE 0 SLOPE
J I
L Nli,V,
W WHERE UPLIFT RODS CAN NOT BE
PLI
mr,
.w()
"ANrHORUrn TO WALL-BELOW- ATTACH Top
CHORD OF TRUSS TC DOUBLE TOP PLATE
WITH (2)10d NAILS AT 12" OC STAGGERED. BEARING STUD
ATTACH BOTTOM CHORD OF TRUSS TO WALL WALL BELOW
STUD WITH SIMPSON A34 AT T--8- ON
CENTER. ATTACH WAL- STUD WITH A34 TO
BEAM BELOW IMPSCf4 CS16 STRA
�GABLE �END TRUSS
GABLE END WALL
BALLOON F MED
PARTIAL ROOF FRAMING PLAN
REFERENCE SHEET JEVISION NO. DATE
LATITUDE 30 S-100 09/16/11
PROJECT TITLE PROJECT
ENGINEERING
1030
COTTRELL RESIDENCE
1510 B Second Street, South - Jacksonville Beach,FL32250 ADDITION & RENOVATION SHEET
904-247-1855 - Fax904-247,4900 - mail@lat3Oeng.com ATLANTIC BEACH, FLORIDA
Brian R.Stoddard,P.E.(FL PE#58773) Certificate ofAuthorization#26691 1 SK-6
ATTACH TRUSS TO TOP
PPLATE WITH (3)12d TOE
NAILS AND SIMPSON H10
NAI L
TE
"'L S A
W
A
N
I
T
DH
u
SI
3
M
3
'*�"—ATTACH TOP PLATE TO
EVERY WALL STUD WITH
1/2" PLYWOOD SI M So S
SIMPSON 7SPH6. ATTACH
WALL SHEATHING---,"",,, To P T
TOP PLATE TO HEADER
WITH SIMPSON SPH6 AT
ATTACH BOTTOM OF EVERY 1'-4" ON CENTER.
SECOND FLOOR STUD TO
CONTINUOUS BEAM WITH
SIMPSON CS16 X2'—O" STRA
ATTACH TOP OF EVERY OTHER
FIRST FLOOR STUD (2'-8" OC)
AND ALL JAMB STUDS TO
CONTINUOUS BEAM WITH
SIMPSON CS16 X2'—O" STRAPI
1/2" PLYWOOD
WALL SHEATHING
ATTACH JAMB STUDS TO FOO��—
WITH SIMPSON HDQ8—SDS3 AND PRESSURE TREATED SILL PLATE
7/8"OXV-2" ADHESIVE ANCHOR ATTACHED TO NEW FOOTING
BOLT. ATTACH STUDS WITH CS16 WITH 1/2"OX8" ANCHOR BOLT
STRAP TO SILL PLATE WITH Fl AT 2'-0" ON CENTER BETWEEN
SIMPSON TSP STUD PLATE TIE HDQ8 CONNECTORS
I 11::: 11 In
ALTERNATE UPLIFT CONNECTORS_
AT WALL SECTION 1 /S-200- ri-"�
NOT TO SCALE �S'K—�)
REFERENCE SHEET REVISION NO. DATE
S-200 09/16/11
LATITUDE 30
PROJECT TITLE PROJECT
ENGINEERING
COTTRELL RESIDENCE SHEET 1030
1510B Second Street, South - Jacksonville Beach,FL32250 ADDITION & RENOVATION
904-247,1855 - Fax904-247-4900 - mail@lat30eng.com ATLANTIC BEACH, FLORIDA SK-7
CERTIFICATE OF AUTHORIZATION#26691 1 1
SHEAR WALL SCHEDULE
MARK SPECIFICATION
ATTACH 1/2- APA RATED EXPOSURE 1 PLYWOOD SHEATHING TO OUTSIDE
FACE OF STUDS WITH 8d COMMON NAILS AT 3" ON CENTER AT ALL
ENDS, EDGES & BLOCKING AND AT 6- OC AT ALL INTERMEDIATE
Sw—1 SUPPORTS. IN ADDITION TO TYPICAL SPACING, PROVIDE ONE (1) 5/8"0
ALL—THREAD CONNECTOR ROD AT EACH END OF SHEAR WALL WITH
(1)2X6 STUD EACH SIDE OF ROD. CONNECTOR RODS SHALL EXTEND
CONTINUOUS TO ANCHOR BOLTS EMBEDDED 1'-0" INTO NEW FIRST
FLOOR CONCRETE FOOTING.
ATTACH 1/2- APA RATED EXPOSURE 1 PLYWOOD SHEATHING TO BM
FACES OF STUDS WITH 8d COMMON NAILS AT 3" ON CENTER AT ALL
ENDS, EDGES & BLOCKING AND AT 6" OC AT ALL INTERMEDIATE
SW-2 SUPPORTS. IN ADDITION TO TYPICAL SPACING, PROVIDE TWO (2) 5/8"0
ALL—THREAD CONNECTOR RODS AT EACH END OF SHEAR WALL WITH
A-24X'6-�u C E, U . FIR� 0 TORE D O�A.�
I N�
To N FLO�
C��BOO S EM DDE V-0", 0 TE OTIN
ATTACH 1/2- APA RATED EXPOSURE 1 PLYWOOD SHEATHING TO OUTSIDE
FACE OF EXISTING STUDS WITH 8d COMMON NAILS AT 3" ON CENTER AT
ALL ENDS, EDGES & BLOCKING AND AT 6- OC AT ALL INTERMEDIATE
SW-3 SUPPORTS. PROVIDE (3)2X4 FULL HEIGHT STUD POST AT EACH END OF
SHEAR WALL. ATTACH STUD POST TO EXISTING STEM WALL FOUNDATION
WITH SIMPSON HTT5 AND 5/8"OXV-0" ADHESIVE ANCHOR BOLT. IN LIEU
OF HTT5 CONNECTOR, IT IS ACCEPTABLE TO INSTALL 5/8"0 ALL—THREAD
CONNECTOR ROD WITHIN 3 INCHES OF EACH STUD POST.
ATTACH 1/2- APA RATED EXPOSURE 1 PLYWOOD SHEATHING TO BD-0�
FACES OF NEW 2X6 STUD WALL WITH 8d COMMON NAILS AT 3" ON
CENTER AT ALL ENDS, EDGES & BLOCKING AND AT 6- OC AT ALL
SW-4 INTERMEDIATE SUPPORTS. PROVIDE (3)2X4 FULL HEIGHT STUD POST AT
EACH END OF SHEAR WALL. ATTACH EACH STUD POST TO NEW CONCRETE
FOOTING WITH SIMPSON HDQ8—SDS3 AND 7/8"OXV-2" ADHESIVE ANCHOR
BOLT. ATTACH SILL PLATE TO NEW FOOTING WITH 1/2-0X8- ANCHOR B0"_T
AT 2'-0" ON CENTER BETWEEN HDQ8 CONNECTORS.
------------------------------------------------
S�
REFERENCE SHEET REVISION NO. DATE
LATITUDE 30 S-500 09/16/11
ENGINEERINGPROJECT TITLE PROJECT
1030
COTTRELL RESIDENCE .SHEET
1510 B Second Street, South - Jacksonville Beach,FL32250 ADDITION & RENOVATION
904-247,1855 - Fax904-247,4900 - mail@lat30eng.com ATLANTIC BEACH, FLORIDA SK-8
CERTIFICATE Of AUTI-10RIZATION 026691
-0"±
(SEE NOTES 17 & 18)
-OOTING
#5 AT Sw-2 J
:ACH
TTOM 8'-6" MINIMUM 49
<
=777/77=7777/7
H.
(3)2X 12 (3)2X12
A
N WALL FOOTINGS ARE NOT 2
C14 REQUIRED TO BE ATTACHED rYF-
2 \\—NEW 620Xt6m'l
TYP C*4 w TO EXISTING STEM WALL WITH BEARING
,� EPDXIE
LL 14 D DOWELS STUD WALL
C
6
'-4"X 20-0"±
DNCRETE FOOTING
NONBEARING
CED WITH #5 AT UPLIFT CONNECTORS U D WALL
CENTER EACH NOT REQUIRED IN
AND BOTTOM THIS WALL
Z
4 NEW 2XIS
GRADE BEARING
-W1.4XW1.4 NEW 6X6 WOOD POST STUD WALL-
---R ON
'ACTED FILL
—,---ATTACH SECOND FLOOR
TRUSSES TO LVL BEAM
> WITH SIMPSON THA413 EXISTING CONCRETE
FACE MOUNT HANGER LOOR SLAI37 I
co I NEW 2X4 > 9
_>j
0 BEARING
STUD WALL— H* INTER
111, 10
NEW 6X6 EXISTING 2X4 BEARING
i NOT RE
WOOD POST---\ STUD WALL TO REMAIN x
Z I ATTACH
(SEE NOTES 17 & 18)
WALL V
5
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, PARTIAL FOUNDATION AND FLOOR PLAN
VISION NO. DATE
REFERENCE SHEET -T 09/16/11
LATITUDE 30 S-100
PROJECT TITLE
ENGINEERING PROJECT
COTTRELL RESIDENCE SHEET 1030
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L Bna,R.Stoddard,P.E.(FL PE#58773) Certificate ofAuthotization#26691 SK-4