Permits 1101 Main St (vault) JOB SITE HANDLING BEGINNING THE ERECTION PROCESS 3)WEB MEMBER PLANE.abracing,asshown,Rcriticalin DO NOT USE SHORT BLOCKS BRACE
preventing trusses from leaning or dominoing. Repeat as INDIVIDUAL TRUSSES WITHOUT A
It is important for the builder or erection contractor to provide substantial bracing for the first truss erected.The two or more shown to create a succession of rigid units. SPECIFIC BRACING PLAN
trusses making up the rest of the first set are tied to and rely upon the first truss for stability.Likewise,after this first set of truss-WARNIN Continuous X-bracing DETAILING THEIR USE
Spreader bar for es is adequately cross-braced,the remaining trusses installed rely upon this first set for stability.Thus,the performance of the lateral bracing
larger trusses truss bracing system depends to a great extent on how well the first group of trusses is braced.
GENERAL GROUND BRACE-EXTERIOR GROUND BRACE-INTERIOR Web members k 15' -15'►I
®®® "`-= One satisfactory method ties the first unit of trusses off to a Another satisfactory method where height of building or max. max.
Familiarity with the CONSTRUCTION DESIGN DOCUMENTS,the TRUSS DESIGN DRAWINGS,and TRUSS Q s, series of braces that are attached to a stake driven into the ground conditions prohibit bracing from the exterior is to tie
PLACEMENT PLANS(if required by the CONSTRUCTION DESIGN DOCUMENTS)is required to properly ® '' ground and securely anchored.The ground brace itself should the first truss rigidly in place from the interior at the floor X-bracing should be installed on vertical web members
erect,brace,and connect the trusses to the buildingsystem. ® be supported as shown below or it is apt to buckle.Additional level,provided the floor is substantially completed and wherever possible,at or near lateral bracing.Plywood sheathing
y ground braces in the opposite direction,inside the building,are capable of supporting the ground bracing forces.Securely may be substituted for X-bracing.
also recommended. fasten the first truss to the middle of the building.Brace the Web members ky
All of the care and quality involved in the design and manufacture of wood trusses can be jeopardized if the ALL TRUSSES SHOULD BE PICKED UP AT THE TOP CHORDS IN A VERTICAL POSITION ONLY Note:Locate ground braces for bracing similar to exterior ground bracing shown at left.Set tao`�9 See WTCA's Truss Technology in Building
trusses are not properly handled,erected,and braced.THE CONSEQUENCES OF IMPROPER HANDLING, Proper banding and smooth ground allow for unloading of trusses without damage.This should be first truss directly in Ime with all trusses from the middle toward the end of the building. i'tie 0 Brace the gy g
ERECTING,AND BRACING MAY BE A COLLAPSE OF THE STRUCTURE,WHICH AT BEST IS A SUB- done as close to the building site as possible to minimize handling.DO NOT break bandinguntil instal- rows of top chord continuous let- ea ,�T bracing Always Diagonally Brace for Safety document
eral bracing(either temporary or Properly cross-brace the first set of trusses before remov- ep �e 9
STANTIAL LOSS OF TIME AND MATERIALS,AND AT WORST IS A LOSS OF LIFE.THE MAJORITY OF lation begins.Hand erection of trusses is allowed,provided excessive lateral bending is prevented. permanent) p y ing floor braces and setting remaining trusses. e for short block use options
TRUSS ACCIDENTS OCCUR DURING TRUSS INSTALLATION AND NOT AS A RESULT OF IMPROPER ✓2nd,3rd&4th trusses BRACING REQUIREMENTS USING THE SAME
DESIGN OR MANUFACTURE. PRINCIPLES APPLY TO
Prior to truss erection,the builder/erector shall meet with the erection crew for a safety and planning meeting, —First truss = PARALLEL CHORD TRUSSES
2 x 4 minimum
making sure each crew member understands his or her roles and responsibilities during the erection process. Temporary support
wall or temporary Fa+ +.
45° ma" scaffolding(helps 1d Ina Bottom chords
TEMPORARY ERECTION BRACING First truss to be well when installing long ,y
braced before erection clear span trusses) i
Ground bra of additional units. Note:Top chords and some web members are not shown,
TRUSSES ARE NOT MARKED IN ANY WAY TO IDENTIFY THE FREQUENCY OR LOCATION OF in order to make drawings more readable.
Brace the bracing Ground bracing
TEMPORARY ERECTION BRACING. All temporary bracing shall comply with the latest edition, Bearing for trusses g
recommendations and options as described in the Wood Truss Council of America's Warning Poster DO NOT STORE UNBRACED BUNDLES UPRIGHT DO NOT STORE ON UNEVEN GROUND f��s
° e QQo STACKING MATERIALS
described herein.Additional important safety information can be found in the Truss Technology in Building series GrounMinimum Two 16d ZcaJa`e�e \oo�yi
of publications including Always Diagonally Brace for Safety;Web Member Permanent Bracing.Brace it for } Double Headed Nails aaoQ a�a et
y o DO NOT PROCEED WITH BUILDING COMPLETION UNTIL
Stability, and Construction Loading, and/or as specified in the CONSTRUCTION DESIGN DOCUMENTS p 2x4 minimum size s ALL BRACING IS SECURELY AND PROPERLY IN PLACE
prepared by the building designer. = ) Lnddr.gonalstoti—osakesThis level represents
Platform must
d ground floor on single
I' � 1 1/2" enetration story applications be rigidly braced
PERMANENT TRUSS BRACING Chord
Permanent bracing for the roof or floor trusses is the responsibility of the building designer and should be = INADEQUATE SIZE OF BRACING MATERIAL OR INADEQUATE FASTENING IS A MAJOR CAUSE OF
shown on the CONSTRUCTION DESIGN DOCUMENTS.Permanent bracing locations for individual compres- If trusses are stored vertically,they shall be braced in a It trusses are stored horizontally,blodongshould be used
sion members of a wood truss are shown on the TRUSS DESIGN DRAWINGS,and shall be installed by the manner that will prevent tipping or toppling.Generally, on eight to ten foot centers,or as required,to minimize' Q ERECTION DOMINOING.
building or erection contractor.This bracing is needed for the proper performance of individual trusses within cutting of the banding is done just prior to installation. lateral bending and moisture gain.
the roof or floor system.The design and connection of the bracing to the truss and then to the overall buildinM &
g TT ERECTION TOLERANCE NEVER STACK MATERIALS ON UNBRACED Proper distribution of construction materials must during
is a
system is the responsibility of the building designer,and is in addition to the permanent bracing plan,which is CARE SHOULD BE EXERCISED WHEN REMOVING BANDING TO AVOID DAMAGING TRUSSES. ¢ o construction. see wTCA's Truss Te rials a in building
also specified by the building designer. rn OR INADEQUATELY BRACED TRUSSES Construction Loading for additional information
During long term storage,trusses shall be protected from the environment In a manner that provides m o I Length Length
for adequate ventilation of the trusses.If tarpaulins or other material is used,the ends shall be left open +1 + +1" —L Acceptable
for ventilation.Plastic is not recommended,since it can trap moisture. I- i7eT T- \ against out-
■/� Yside load
Lesser of Length bearing wall
HOISTING 4 i1" °/so orb LengtF 32& ve =7 Length 32'to32' =1"
-•Y^-Plumb Bob Length 32'&over a 2' Length 32'&over=V
¢ Complying with erection tolerances is critical to achieving an acceptable roof or floor line,AND TO ACCOMPLISHING EFFEC- over lAcceoad
ALL TRUSSES THAT ARE ERECTED ONE AT A'.TIME SHALL BE HELD SAFELY IN POSITION TIVE BRACING.Sailing trusses within tolerance the first time will prevent the need for the hazardous practice of respacing or bearing wall
BY THE ERECTION EQUIPMENT UNTIL SUCH TIME AS ALL NECESSARY BRACING HAS BEEN 3 adjusting trusses when roof sheathing or roof purlms are installed.Tmsses leaning or bowing can cause nails to miss the top NEVER STACK MATERIALS NEAR A PEAK
INSTALLED AND THE ENDS OF THE TRUSSES ARE SECURELY FASTENED TO THE BUILDING. q chords when sheathing Is applied,and create cumulative stresses on the bracing,which is a frequent cause of dominoing.
Lu
WHEN SHEATHING,MAKE SURE NAILS ARE DRIVEN INTO THE TOP'CHORD OF THE TRUSSES.
M
BRACING
LUZ
Q Always stack materials over two or more trusses.
Y NEVER STACK MATERIALS ON THE Not to exceed 4'0"maximum from bearing
CANTILEVER OF A TRUSS
" 40
m
DO NOT INSTALL TRUSSES DO NOT WALK ON TRUSSES
ONTEMPORARILY DO NOT WALK ON OR GABLE ENDS LYING FLAT
O
TED ate
CONNECSUPPORTS. UNBRACEbTRUS$ES direction
AVOID LATERAL BENDING Q of nailing i
All anchors, hangers, tie-downs, seats, bearing nails
aledgers,etc.,that are pan of the supporting structure � .., brace susssa Roofing and mechanical contractors are cautioned to stack
60° .t30° - shall be accurately and,property placed and perma • r materials only along outside supporting members or directly
Or ess to - --- nently attached before truss installation begins.No NEVER OVERLOAD SMALL GROUPS over inside supporting members.Trusses are not designed for
or less w
direct) f for trusses shall ever be installed on anchors or ties that dynamic loads(i.e.,moving vehicles).Extreme care should be
C have temporary connections to the supporting sWc- direction OR SINGLE TRUSSES.POSITION LOAD taken when loading and stacking construction materials
SPECIAL DESIGN REQUIREMENTS cure. of force OVER AS MANY TRUSSES AS POSSIBLE. rolled roofing,mechanical equipment,etc on the roof or
ruction o mg ( s.
UJ NAILING SCABS TO THE END OF THE BUILDING floorsystem,
Special design requirements,such as wind bracing,portal bracing,seismic bracing,diaphragms,shear walls, Approx. �. Approx .! Ta line - NAILS IN DRAWAL TO BRACE THE FIRST TRUSS IS NOT RECOM, sloe er
g ' WELL NAILED P
or other load transfer elements and their connections to wood trusses must be considered separately by the 1/2 truss length 1/2 truss Ian (PARALLEL TO FORCE) MENDED All nailing of bracing should be done so
buildingdesigner,who shall determine size,location,and method of connections for all bracing as needed to Ta line 9m = that nags are driven perpendicular to the direction of (PERPENDICULAR TO FORCE)
9 9 g up to 30 feet up to 30 feet t- forceas shown at right.
resist these forces. LL
UNLOADING & LIFTING Truss Sling is acceptable where these criteria are met. BRACING REQUIREMENTS FOR 3 PLANES OF ROOF Panel point
Temporary erection bracing must be applied to three planes of the roof system to ensure stability:Plane 1)Top Chord(sheathing),Plane 2) Sleepers for mechanical equipment should be located at
AVOID LATERAL BENDING SPREADER BAR SPREADER BAR Bottom Chord(ceiling plane),and Plane 3)web Member plane or vertical plane perpendicular to trusses. NEVER CUT ANY STRUCTURAL panel paints joints)
that have been designed for such loads.oints)or over main supporting members,and
o
1)TOP CHORD PLANE.Most important to the builder or erection con- 2)BOTTOM CHORD PLANE.In order to hold proper spacing on the MEMBER OF A TRUSS. only n
tractor is bracing in the plane of the top chord.Truss top chords are bottom chord,temporary bracing is recommended on the top of the bot-
TOE IN TOE IN CAUTION
/��■ �AU T I O N NOTES
TOE IN TOE IN susceptible to lateral buckling before they are braced or sheathed. tom chord. `/
Top Chord Diagonal Bracing Continuous
Continuous lateral Web Web members lateral bracing Errors in building lines and/or dimensions, or errors by others shall be corrected by the
VA VAbracing Not to scale. contractor or responsible construction trade subcontractor or supplier BEFORE erection of
f«-Approx.1/2 to 2/3 I trusses begins.
_ Approx.1/2 to 2/3 _I truss length _I I Bottom Chord
f truss length 'I U t0 60 feet �I( 2"x 4"x 10'Length Bottom Chord
Ta Ilne P `6'-Spans 45'.60':Use spacing no greater than 6'. lapped over two Cutting of nonstructural overhangs is considered a part of normal erection and shall be done by
up to 60 feet 9 i e'-spans between 30'-45':Use 6'spacing. trusses. e the builder or erection contractor.
Tagline or*10'-Spans up to 30':Use 10' adn.
g g An field modification that involves the cutting,drilling,or relocation of an structural truss
ContinuousTemporary Y 9, 9, Y
Uses reader bar in ALL other cases.It should be noted that the lines from the ends of the spreader _ Lateral Bacmg member or connector plate shall not be done without the approval of the truss manufacturer or
P P Temporary Diagonal (where possible place at a licensed design professional.
L>
bar"TOE IN";if these lines should"TOE OUT"the truss may fold in half. Bracing every 20' a� each top chord joint) 9 P
The methods and procedures outlined are intended to ensure that the overall construction
STRONGBACK/ techniques employed will put floor and roof trusses SAFELY in place in a completed structure.
SPREADER BAR STR0NGBACW These recommendations for bracing wood trusses originate from the collective experience
f�H SPREADER BAR 20„ connect end of of leading technical personnel in the wood truss industry, but must, due to the nature of
4a' ,� bracing to rigid support or add diagonaibracing at responsibilities involved,be presented only as a GUIDE for use by a qualified building designer,
NEVER HANDLE TRUSSES FLAT a" approximately 20'intervals(repeat atboth ends). builder, or erection contractor. Thus, the Wood Truss Council of America expressly
Beginning with the unloading process,and throughout all phases of construction, W/Izo• disclaims any responsibility for damages arising from the use, application, or reliance
care must be taken to avoid LATERAL BENDING of trusses,which can Temporary Diagonal �Y 2"x 4"x 10'Length 'Long spans,heavy loads or other spacing configurations on the recommendations and information contained herein.
cause damage to the lumber and metal connector plates at the joints. Approx.2/3 to 3/4 Approx.2/3 to 3/4 Bracing every 20' lapped over two trusses. may require closer spacing between lateral bracing and
truss length r--- truss length closer intervals between diagonals.Consult the building
USE SPECIAL CARE IN WINDY WEATHER. over 60 feet OVer60feei EXACT SPACING BETWEEN TRUSSES SHOULD BE MAINTAINED designer,HIS,DSB(Recommended Design Specification Selected text and figures referenced or reproduced frcmHIS and DSBby
Tagline Tagline AS BRACING IS INSTALLED to avoid the hazardous practice of removing for Temporary Bracing of Metal-Plate Connected Wood permission of the Truss Plate Institute,Madison,Wl.
IF USING A CRANE WITHIN 10 FEET OF AN ELECTRIC LINE, bracing to adjust spacing.This act of"adjusting spacing"can cause trusses to Trusses)orWTCA'sTruss Technology in Building Always
CONTACTTHE LOCAL POWER COMPANY. For lifting trusses with spans in excess of 60 feet,it is recommended that a strongbacWspreader topple if connections are removed at the wrong time. Diagonally Brace for safety document. WOOD TRUSS COUNCIL OF AMERICA
bar be used as illustrated.The strongbacWspreader bar should be attached to the top chord and One WTCA Center
IF USING A CRANE WITHIN 5 MILES OF AN AIRPORT, web members at intervals of approximately 10 feet. Further, the strongback/spreader bar should DIAGONAL OR CROSS-BRACING IS VERY IMPORTANT! 6300 Enterprise Lane
CONTACT THE AIRPORT 30 DAYS PRIOR TO ERECTION TO LEARN ABOUT be at or above the mid-height of the truss to prevent overturning.The strongbacWspreader bar Madison,WI 53719
ANY SAFETY REGULATIONS THAT MUST BE FOLLOWED. can be of any material with sufficient strength to safely carry the weight of the truss and sufficient SEE WTCA'S TRUSS TECHNOLOGY IN BUILDING ALWAYS DIAGONALLY WlLff
608/274-4849.608/274-3329 fax
rigidity to adequately resist bending of the truss. BRACE FOR SAFETY DOCUMENT FOR ADDITIONAL BRACING OPTIONS. wtca@woodtruss.com www.woodtruss.com
Copyright®1986-2002 Wood Truss Council of America an wam re+-ozozze
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Sciv o i 11\1 I s cl :�o �dlO
P
PERMIT WORKSHEET
JOB ADDRESS I C)I TYPE WORK I /e L-Q S F
-1tiy o7 4-7
PROPERTY OWNER X C 0 n t.0 Beji r)L l- TELEPHONE La 9 oLf 3 33 '4S 3 S
CONTRACTOR 5ccm(I TELEPHONE BSc°ern
PERMIT NUMBER 23 - 2 5 72`7 DATE ISSUED 'y - '7 C)-3
INSPECTIONS: FOOTING 5-7-03
SLAB
TIE BEAM
LINTEL
NAILINGISHEATHING CP-y --oa
FRAMINGICOVER UP 0,3,03
INSULATION
FINAL BUILDING
CERTIFICATE OF OCCUOANdY
TREE PERMIT ISSUED? P MIT UMBER
ELECTRICAL PERMIT NUMBER Or, S-'27 DATE COPY SENT TO JEA �&-a8-fl-
TEMPORARY POLE PERMIT NUMBER&17R3 DATE COPY SENT TO JEA
TEMPORARY POWER LETTER RECEIVED? YES NO
INSPECTIONS: ROUGH ELECTRIC(16,o3, RELEASED TO JEA
TEMP. POWER RELEASED TO JEA
TEMP. POLE RELEASED TO JEA
FINAL
MECHANICAL PERMIT NUMBER r).3 - a570
INSPECTIONS: ROUGH 3 0 3 FINAL Ll
PLUMBING PERMIT NUMBER_03
INSPECTIONS: ROUGHIUNDERSLAB Jr-- C &'6`03TOPOUT
WATERISEWER -f ' FINAL
DRAINAGE INSPECTION
POOL PERMIT NUMBER
INSPECTIONS: STEEL FINAL
ROOFING PERMIT NUMBER
INSPECTIONS: NAILINGISHEATHING FINAL
FAILED INSPECTIONS: DATE PD.
DATE PD.
n/���//__ �-�,��,,-� //CITY OF
oq&4^ G /3war.A-&;&T4k&
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No,
Time A.M.
Received P.M.
Job Address Locality
Owner's I f i
Name Contractor `- � �S
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑
Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating
Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑
Pre Fab
READY FOR INSPECTION
A.M.
Mon. Tues. Wed. Thurs. FridayP.M.
Inspection M e J P.M
Inspector Final Inspection ❑
Certificate of Occupancy❑
T,)Z�4" INJ � C Date
PREPARED 6/05/03, 8:15:08 INSPECTION TICKET PAGE 4
CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 6/05/03
------------------------------------------------------------------------------------------------
ADDRESS : 1101 MAIN ST SUBDIV:
TENANT, NBR: NEW SFR 1484 RAD,1934SCHG
CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747
OWNER KEVIN BENNETT PHONE
PARCEL . 171016-0000- -
APPL NUMBER: 03-00025727 SINGLE FAMILY RESIDENCE
------------------------------------------------------------------------------------------------
PERNIT: BLDG 00 BUILDING PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
10 01 5/07/03 LJH BD FOOTING TIME: 13:00
5/07/03 AP LATE PM PLEASE KEVIN BENNETT 744-0747, CELL 333-4535
13 01 6/03/03 LJH BD .FRAMING TIME: 13:00
6/04/03 AP CO ER UP LATE PM 744-0747
17 01 6/04/03 LJH B SHEATHING TIME: 08:00
6/04/03 AP IL OFF KEVIN BENNETT 744-0747
15 01 /05/03 LJH D INSULATION TME: 0$:00
-- �-4 --lW um 74,A M .
-------------------------------------- COMMENTS AND NOTES --------------------------------------
PREPARED 6/04/03, 8:34:12 INSPECTION TICKET PAGE 1
CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 6/04/03
------------------------------------------------------------------------------------------------
ADDRESS . : 1101 MAIN ST SUBDIV:
TENANT, NBR: NEW SFR 1484 RAD,1934SCHG
CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747
OWNER KEVIN BENNETT PHONE
PARCEL 171016-0000- -
APPL NUMBER: 03-00025727 SINGLE FAMILY RESIDENCE
----------------------------------------------------------V4 -0747,
-----------------------------
PERNIT: BLDG 00 BUILDING PHINIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
---------------------------------------------------------- -----------------------------
10 01 5/07/03 LJH BD FOOTING TIME: 13:00
5/07/03 AP LATE PM PLEASE KEVIN BENNECELL 333-4535
13 01 6/03/03 LJH BD FRAMING TIME; 13:00
COVER UP LATE PM 744-0747
17 01 6Y/004-f3- -LJH --- BD SBBATHING TIMI: 08:00
-10-'�p� 1,"" --- NAIL OFF IRV N B8AMM'744-07:47
-------------------------------------- COMMENTS AND NOTES --------------------------------------
PREPAID 8/08/03, 11:45:10 INSPECTION TICKET PAGE 1
CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE _ 8,L85{-93-
------------------------------------------------------------------------------------------------
ADDRESS 1101 MAIN ST SUBDIV: y'�,Q,
TENANT, NBR: NEW SFR 1484 RAD, 1934SCHG
CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747
OWNER KEVIN BENNETT PHONE
PARCEL 171016-0000- -
APPL NUMBER: 03-00025727 SINGLE FAMILY RESIDENCE
------------------------------------------------------------------------------------------------
PERMIT: PLBG 00 PLUMBING PERMIT SUB: GLASS PLUMBING (904)745-6302
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
41 01 5/02/03 LJH PL UNDERSLAB TIME: 08:00
5/05/03 AP KEVIN BENNETT 744-0474
41 02 6/03/03 LJH PL UNDERSLAB TIME: 13 :00
6/04/03 AP
44 01 7/01/03 LJH PL SEWER INPECTION TIME: 08:00
7/01/03 AP TRAVIS GLASS 591-4093
45 01 8/06/03 LJH PL FINAL TIME: 13 :00
8/07/03 DP
45 02 $/08/03 LJH PL FINAL TIME: 13:00
-------------------------------------- COMMENTS AND NOTES --------------------------------------
CITY OF
Office of Building Official
REQUEST FOR INSPECTION
Date `� � .� Permit Na �% t
TimeA.M
Received RM.
itCf t1'tatn :,St Cita `333 - qs3 5
Joh Address Locality
Owner's
Name Vr Y t f t 1 Contractor Cc `f
_
BUILDING CONCRETE ELECTRICALx PLUMBI MECHANICAL
Framing O Footing El Rough Wiring ❑ ough ❑ Air Gond.& ❑
Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating
Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑
i,rytc, Pre Fab
READY FOR INSPECTION (f
Mon. Tues. Wed. T ( Friday
't} A.M.
Inspection Made PM.
Inspector Final Inspection❑
Certificate of Occupancy Q
�LI j � N' Date
PREPARED 8/06/03, 8:36:35 INSPECTION TICKET PAGE 3
CITY 'JF�'ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 8/06/03
------------------------------------------------------------------------------------------------
ADDRESS . : 1101 MAIN ST SUBDIV:
TENANT, NBR: NEW SFR 1484 RAD,1934SCHG
CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747
OWNER KEVIN BENNETT PHONE
PARCEL 171016-0000- -
APPL NUMBER: 03-00025727 SINGLE FAMILY RESIDENCE
------------------------------------------------------------------------------------------------
PERMIT: BLDG 00 BUILDING PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
10 01 5/07/03 LJH BD FOOTING TIME: 13 :00
5/07/03 AP LATE PM PLEASE KEVIN BENNETT 744-0747, CELL 333-4535
13 01 6/03/03 LJH BD FRAMING TIME: 13 :00
6/04/03 AP COVER UP LATE PM 744-0747
17 01 6/04/03 LJH BD SHEATHING TIME: 08:00
6/04/03 AP NAIL OFF KEVIN BENNETT 744-0747
15 01 6/05/03 LJH BD INSULATION TIME: 08:00
6/05/03 AP ;EV 744-0747
16 01 8/06/03 Lfq � FINAL TIME: 13 :00
_ _/ p 744-0747 Df'
----------- -----------------------------------------------------------------------------------
PERMIT: ELEC 00 ELECTRICAL PERMIT SUB: SCHUMAN ELECTRIC INC. (904) 737-4040
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
22 01 6/03/03 LJH EL ROUGH TIME: 13 :00
6/04/03 AP
23 01 8//06 03 L, U V6AL TIME: 13 :00 D
--------------------------------------------------------------------------------------------------
PERMIT: MECH 00 MECHANICAL PERMIT SUB: AIR FLOW DESIGNS, INC.
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
32 01 6/03/03 LJH ME ROUGH TIME: 13 :00
6/04/03 AP
34 Ol 8/�06�03 LJH . i ME F AL TIME: 13 :00 7�
------------(;A------�,--,f------------------------------------------------------------------------
PERMIT: PLBG 00 PLUMBING PERMIT SUB: GLASS PLUMBING (904) 745-6302
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
41 01 5/02/03 LJH PL UNDERSLAB TIME: 08:00
5/05/03 AP KEVIN BENNETT 744-0474
41 02 6/03/03 LJH PL UNDERSLAB TIME: 13 :00 y�
6/04/03 AP
44 01 7/01/03 LJHPL SEWER INPECTION TIME: 08:00
7/01/03 AP TRAVI GLASS 591-4093 Aljtj 7 A2
45 01 8/06 03 L-=+1--- L F AL TIME: 13 :00 V•l
C
K#
-------------------------------------- COMMENTS AND NOTES -------------- » ...� -----
D
AUG b 2043
s
p�LANrj�,
ORIOa
OF
ADDITIONS or CORRECTIONS
D• NOT REMOVE
JOB ADDRESS DATE
C1t?(o M(41 C1 9w .
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
5 C�A.
g1.t `�fl 1WG' Ihti� f..e. 2�r L+Afilc��rG
era ret DFL. k4wxpaiaua"`5
2je_C0WL0A.W0C0 5(:Ze U)k C.eta2-
tiS G 0 eA- r-a,
LtT
$1P.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder or other
persons,to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time to approve the installation.
After additions or corrections have been
made, call 247-5826, Building Depart- KumaING
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m.to 5:00 BLDG
p.m. Monday through Friday.
PREPARED 7/01/03, 8:33:59 INSPECTION TICKET PAGE 3
CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 7/01/03
------------------------------------------------------------------------------------------------
ADDRESS . : 1101 MAIN ST SUBDIV:
TENANT, NBR: NEW SFR 1484 RAD,1934SCHG
CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747
OWNER KEVIN BENNETT PHONE
PARCEL 171016-0000- -
APPL NUMBER: 03-00025727 SINGLE FAMILY RESIDENCE
------------------------------------------------------------------------------------------------
PERNIT: PLBG 00 PLUMBING PERMIT SUB: GLASS PLUMBING 1904)745-6302
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
----------------------------------------------------------------------------- ------------------
41 01 5/02/03 LJH PL UNDERSLAB TIME: 08:00
5/05/03 AP KEVIN BENNETT 744-0474
41 02 6/03/03 LJH PL UNDERSLAB TIME: 13:00
6/04/03 AP
44 01 7/01/03 LJH PL SEWER INPECTION TIME: 08:00
TRAVIS GLASS 591-4093
-------------------------------------- COMMENTS AND NOTES -------------------------------------
PREPARED 6/02/03, 16:51;18 INSPECTION TICKET PAGE 4
CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 6/03/03
------------------------------------------------------------------------------------------------
ADDRESS . : 1101 MAIN ST SUBDIV:
TENANT, NBR: NEW SFR 1484 RAD,1934SCHG
CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747
OWNER KEVIN BENNETT PHONE
PARCEL 171016-0000-
APPL NUMBER: 03-00025727 SINGLE FAMILY RESIDENCE '
------------------------------------------------------------------------------------------------
PERMIT: BLDG 00 BUILDING PERMIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
10 01 5/07/03 LJH BD 60TING TIME: 13:00
5/07/03 AP LA PM PLEASE I' NNETT 744-0747, CELL 333-4535
13 01 6/03/03 LJH
PERMIT: ELIC 00 ELECTRICAL PERMIT SUB; SCHUMAN ELECTRIC INC. (904)737-4040
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESUVS/COMMENTS
------------------------------------ - -
-----------------------------------------------------22 01 - 6/03/03 -LJH,
------------------------------ - --------------------------------------------------- _--
PSYNI?: MBCH DD ABCEANICAL PERMIT SUB: AIR FLOW DESIGNS, INC.
REQUESTED INSPD SCRIPTION
TYP/SQ COMPLETED RESULT ,SULTS/COMMENTS
------------------------------- ----------------------------------------------------------------
32 O1 6/03/03 LJHP
--------- --------------------------------------------------------------------------------------
PIRNIT: PLBG 00 PLUMBING PERMIT SUB: GLASS PLUMBING (904)745-6302
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
41 01 5/02/03 LJH PL DERSLAB TIME: 08:00
5/05/03 AP K IN BENNETT 744-0474
41 02 6/03/03 LJH
-------------------------------------- COMMENTS AND NOTES --------------------------------------
PREPARED 5/02/03, 16:03:22 INSPECTION TICKET PAGE 1
CITY OF ATLANTIC BEACH INSPECTOR; LARRY J HIGGINS DATE 5/02/03
------------------------------------------------------------------------------------------------
ADDRESS . : 1101 MAIN ST SUBDIV:
TENANT, NBR: NEW SFR 1484 RAD,1934SCHG
CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747
OWNER KEVIN BENNETT PHONE
PARCEL . 171016-0000- -
APPL NUMBER; 03-00025727 SINGLE FAMILY RESIDENCE
------------------------------------------------------------------------------------------------
PWIT: PLBG 00 PLUMBING PBNlNIT SUB: GLASS PLUMBING (904)745-6302
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETEDJRET RESULTS/COMMENTS
------------------- ---------------------------------------------------------------------
41 01 5/02/03 , PL UNDERSLAB TIME: 08:00
KEVIN BENNETT 744-0474
------------------- ----------- COMMENTS AND NOTES --------------------------------------
PREPARED 5/06/03, 16:52:02 INSPECTION TICKET PAGE 7
CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 5/07/03
------------------------------------------------------------------------------------------------
ADDRESS . : 1101 MAIN ST SUBDIV:
TENANT, NBR: NEW SFR 1484 RAD,1934SCHG
CONTRACTOR KEVIN W. BENNETT PHONE (904) 744-0747
OWNER ; KEVIN BENNETT PHONE
PARCEL : 171016-0000- -
APPL NUMBER: 03-00025727 SINGLE FAMILY RESIDENCE
------------------------------------------------------------------------------------------------
PBNIlIT: BLDG 00 BDILDIX PRINIT
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
------------------------------------------------------------------------------------------------
10 01 5 01 03 LJH BD FOOTING TIME: 13:00
LATE PM PLEASE KEVIN BENNETT 744-�47, CELL 333-4535
-------------------------------------- COMMENTS AND NOTES -
------------------------------
l lo z
CITY OF ATLANTIC BEACH
y fyJ� J 800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE: (904)247-5800
FAX: (904)247-5805
r
SUNCOM:852-5800
http:!/ci.atlantic-beach.A.us
r
Co
L ----Fax, ZO /-VA - oiq
FROM --- - r Gz 6-1 1 "
--------- ---------- - -----------------------
��;--�'���--- ��--c _ _ -�cmc . (-� . - � 4�—►S
i i rid'diu%�ri.
cz LA Ccs PAC-(
Pk (2 VkA
, ��cl
1803.2.7-1804.3.1
1803.2.7 Adjoining structure protection.Where the nec- 1804.2.2 Questionable soil. Where the bearing capacity
essary license has been given to the person making an of the soil is not definitely known or is in question, the
excavation to enter any adjoining structure for the purpose building official may require load tests or other adequate
of underpinning or protecting it,the person receiving such proof as to the permissible safe bearing capacity at that
license shall provide for such adjoining structure adequate particular location.To determine the safe bearing capacity
protection against injury from the elements resulting from of soil, it shall be tested at such locations and levels as
such entry. conditions warrant,by loading an area not less than 4 sq ft
(0.37 m2) to not less than twice the maximum bearing
1803.2.8 Backfill. Only approved granular materials shall capacity desired for use. Such double load shall be sus-
be used for backfill.It shall be properly compacted in order tained by the soil for a period of not less than 48 hours
to prevent lateral displacements of the soil of the adjoining with no additional settlement taking place, in order that
property after the removal of the shores or braces. such desired bearing capacity may be used. Subsoil con-
ditions shall be examined at the expense of the owner,
FOOTINGS AND FOUNDATIONS When deemed necessary by the building official.
1804.1 General 1804.2.3 Natural solid ground or piles. Foundations
1804.1.1 Foundations shall be built on undisturbed soil or shall be built upon natural solid ground. Where solid nat-
properly compacted fill material. Foundations shall be ural ground does not occur at the foundation depth, such
constructed of materials described in this chapter. foundations shall be extended down to natural solid
ground or piles shall be used. Foundations may be built
1804.1.2 Pile foundations shall be designed and con- upon mechanically compacted earth or fill material sub-
structed in accordance with 1805. ject to approval by the building official upon submittal of
evidence that the proposed load will be adequately sup-
1804.1.3 The bottom of foundations shall extend no less Ported.
than 12 inches (305 mm) below finish grade. 1804.2.4 Differential settlement. Where footings are
1804.1.4 Temporary buildings and buildings not exceed- supported by soils of widely different bearing capacity,the
ing one story in height and 400 sq ft(37 m2)in area shall allowable bearing values of the more yielding soil shall be
be exempt from these requirements. reduced or special provisions shall be made in the design
to prevent serious differential settlements.
1804.1.5 Excavations for foundations shall be backfilled 1804.2.5 Shifting or moving soils. When it is definitely
with soil which is free of organic material, construction known the top or subsoils are of a shifting or moving char-
debris and large rocks. acter, all footings shall be carried to a sufficient depth to
1804.1.6 Where water impacts the ground from a roof val- insure stability.The excavation around piers shall be back-
ley, downspout, scupper or other rain water collection or filled with soils or materials which are not subject to such
diversion device,provisions shall be made to prevent soil expansion or contraction.
erosion and direct the water away from the foundation. 1804.2.6 Groundwater table investigation.A subsurface
1804.1.7 Finish grade shall be sloped away from the foun- soil investigation shall be performed to determine the pos-
dation for drainage. sibility of the groundwater table rising above the proposed
elevation of the lowest floor when such floor is located
1804.1.8 The area under footings, foundations and con- below the finished ground level adjacent to the foundation
crete slabs on grade shall have all vegetation, stumps, for more than 75% of the perimeter of the building.
roots and foreign materials removed prior to their con-
struction. Fill material shall be free of vegetation and for- Exception:A subsurface soil investigation shall not be
eign material. required when either of the following conditions is sat-
isfied:
1804.2 Soils investigation 1. Waterproofing is provided in accordance with
1804.2.1 Plain concrete, masonry or timber footings. 1814.2.
Footings shall be so designed that the allowable bearing 2. Satisfactory data from adjacent areas is available
capacity of the soil is not exceeded.If structural plain con- which demonstrates that groundwater has not
crete,masonry or timber footings are used, they shall rest been a problem.
on undisturbed or compacted soil of uniform density and
thickness, Compacted soils shall be tested to a minimum 1804.3 Expansive soils
of 95% of Modified Proctor in accordance with ASTM D 1804.3.1 General. Footings or foundations for buildings
1557 and compacted and tested in lifts not to exceed 12 and structures founded on expansive soils shall be
inches (305 mm). If sufficient compactibilities exist, soils designed in accordance with this section.As an alternative
may be compacted and tested in greater lift thicknesses. to special design, the soil may be removed in accordance
with 1804.3.4 or stabilized in accordance with 1804.3.5.
18.2 FLORIDA BUILDING CODE—BUILDING
MAR SHOWING SURVEY OF
BLOCK 200, SECTION "H", ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 18, PAGE 34,
•Of THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FOP' JO�/rV �yi/k'.4�NS�
car 4 � mar v I
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1
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'ry,/hS AQ0WEiPrr /4 AH AZOf p jMpW "C;NMtCAN/d Turf
Ate" t .wavMX/L FaiP
IW�
I hereby oertliy that this survey meads the
minimum technical standards as set forth by
the Florida Board of Land Surveyors,pursuant
H. A. DURDEN to mon 472A7 Florida Statutes
& ASSOCIATES -
I.J►ND
MD,r' /T
iYln\YM Mo•'4%'91u.
auwvsrows
rw .o.ios7o _�,`� sroristo ,•.�
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INE 9
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SCALE: .,Ys
ATLANTIC BEACH SECTION H DRAWING 2 of 3
DATE ; 1-20-90
LOCATION MAP PROJECT N058604.1
Bcssenr, Hammack & Ruckr lnc.
CONSULTING ANN) DESIU4+ E NQINCERS
, a ,r
1O MUCK ONLY NO TRASH
Q NO TRASH
O SURFACE TRASH ONLY — l- '.
NO TRASH
NO TRASH
3' OVERBURDEN 8 ' TRASH
3' TO 4 ' TRASH
7 ' TRASH
Q 7' TRASH
14 8' TRASH
11 3' OVERBURDEN '6 .5 ' TRASH
i 8' TRASH
1 3 4' TRASH PECEIVEP
NO TRASH UUL 2 1991
i $ N O T R At$H {eLIC��qRK�.
ATLANTIC BEACH SECTION H sCALF.
DRAWING 3 OF 3
TEST PIT LOG DATES 1-20-00
PROJECT N0saeva.1a
-
KOURBessent.Hammack&Ruckman,Inc.
CONSULTING AND DESIGN EINGINEERS
iflW CdlvOitrrTE SiQUA 118 N(,Y A,• JACKSONVILLE.F'l. ;![216 (9(Y11721-2091
a -
AWm
I"".
HP OfficeJet K Series K80 Log for
Personal Printer/Fax/Copier/Scanner Information Systems
247-5845
May 07 2003 1:53pm
Last Transaction
D-= Time Twe Identification Duration Pales Eoua
May 7 1:50pm Fax Sent 97440747 2:28 2 OK
CITY OF ATLANTIC BEACH
=� 800 SEMINOLE ROAD
j ,�, ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
�SJ13 �
Application Number . . . . . 03-00025727 Date 5/28/03
Property Address . . . . . . 1101 MAIN ST
Tenant nbr, name . . . . . . NEW SFR 1484 RAD, 1934SCHG
Application description SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . RES GEN 2 FAMILY
Application valuation . . . . 120000
Owner Contractor
- ----------------------- ------------------------
KEVIN BENNETT KEVIN W. BENNETT
3429 GEORGE ROAD 4429 JIGGERMAST AVENUE
JACKSONVILLE FL 32277 JACKSONVILLE FL 32277
(904) 744-0747
-------------------------- Structure Information -------------------------
Construction Type . . . . . TYPE VI
----------------------------------------------------------------------------
Permit . . . MECHANICAL PERMIT
Additional desc . .
Sub Contractor . . AIR FLOW DESIGNS, INC.
Permit Fee . . . . 99 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/25/03
----------------------------------------------------------------------------
Special Notes and Comments
PROVIDE EROSION CONTROL DETAIL TO SHOW
HOW EXISTING DITCH AND CATCH BASIN WILL
BE PROTECTED.
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 99 . 00 99 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 99 . 00 99 . 00 . 00 . 00
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED
UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS
WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
BUILDING OFFICIAL
Ke) D-3j
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FLORIDA 32233
APPLICATION FOR MECHANICAL PERMIT
IMPORTANT —Applicant to complete all items in sections I, II, III, and IV.
I. Street Address: I I Q I MCL'V) t
LOCATION OF Intersecting Streets:Between And_
BUILDING Sub-division anti( Q'IeCtOl
H. INDENTIFICATION—To be completed 6y all applicants.
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
ordinances and standards of gWd practice listed therein.
Name of Mechanicalch Contractors
Contractor(Print) oL-� ��n Master
Name of Property �C�(� �(<1
Owner
Signature of Owner Signature of
Or Authorized Agent Architect or Engineer
III. GENERAL INFORMATION
A. Tyjr.Df heating fuel: B.
-Cr Electric IS OTHER CONSTRUCT14 BE G DONE ON THIS
❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? e
O Oil
❑ Other—Specify IF YES,GIVE NVMBER OF CONSTRUCTION
PERMIT
IV.
MECHANICAL EQUIPMENT TO BE ,NATURE OF WORK
INSTALLED X Residential or Commercial
New Building
(Provide complete list of components on back of this form) O Existing Building
Heat _Space _Recessed ✓Centralloor� Cl Replacement of existing system
-ET—Air Conditioning. Room Central J2Y'-' New Installation(No system previously installed)
❑ Duct System: Material I kne O Extension or add-on to existing system
Maximum capacity 1 0010 cfm ❑ Other- Specify
❑ Refrigeration
❑ Cooling tower. Capacity Qpm
❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY
❑ Elevator: _ Manlift_Escalator (Number)
❑ Gasoline pumps (Number) (Received)
O Tanks (Number) Remarks
❑ LPG containers (Number)
O Unfired pressure vessel Permit Approved by Date
O Boilers n
Other—Specify f 7( 1'16CC
Permit Fee
LIST ALL EQUIPMENT
AIR CONDITIONING AND REFRIGERATION EQUIPMENT
Number Units Description Model Number Manufacturer Capacity Approving
Tons Agency
v� £� ' O 3 CA rrrr a D
HEATING—FURNACES,BOILERS,FIREPLACES
Number Units Description Model Number Manufacturer Capacity Approving
BT A enc
Slit c
TANKS
How Many Nominal Capacity Type Liquid Name of Serial Approving
And Dimensions Contained Manufacturer No. Agency
s CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
-' -r ATLANTIC BEACH,FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 03-00025727 Date 4/30/03
Property Address . . . . . . 1101 MAIN ST
Tenant nbr, name . . . . . . NEW SFR 1484 RAD, 1934SCHG
Application description . . . SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . RES GEN 2 FAMILY
Application valuation . . . . 120000
Owner Contractor
-
------------------------
-----------------------
KEVIN BENNETT KEVIN W. BENNETT
3429 GEORGE ROAD 4429 JIGGERMAST AVENUE
JACKSONVILLE FL 32277 JACKSONVILLE FL 32277
(904) 744-0747
-------------------------- Structure Information -------------------------
Construction Type . . . . . TYPE VI
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Sub Contractor . . GLASS PLUMBING
Permit Fee . . . . 140 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 10/30/03
----------------------------------------------------------------------------
Special Notes and Comments
PROVIDE EROSION CONTROL DETAIL TO SHOW
HOW EXISTING DITCH AND CATCH BASIN WILL
BE PROTECTED.
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 140 . 00 140 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 140 . 00 140 . 00 . 00 . 00
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED
UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS
WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
e t.
BUILDING OFFICIAL
a V7 �7
CITY OF ATLANTIC BEACH
PLUMBING PERMIT APPLICATION
Date:
Job Address: not
Owner of Property: K k' d4(l Telephone:
Plumbing Contractor: SS ��U YN
Contractor's Address: 1RP Y1 50yyo
Telephone: Fax: WS U 17
State License Number: rC. �`-
How many of the following fixtures (re-piped or new):
Sinks Showers Water
_Lavatory Water Heaters
Hose Bib
Bathtubs ( Dishwashers Sewer
Urinals __Disposals Other
Closets Washing Machine Shower Pans
Floor Drains Re-Pipe (List fixtures being re-piped)
Total Fixtures: IS x $7.00 + $35.00 = (Minimum Permit Fee: $35.00)
Signature of Contractor:
Installation of plumbing and fixtures must be in accordance with the most recent edition of the
Southern Standard Plumbing Code.
Call a day ahead to schedule inspections: (904) 247-5826
800 Seminole Road •Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800• Fax: (904)247-5845 • http://www.cLatiantic-beach.fl.us
RevisM 1114/03 ._
CITY OF ATLANTIC BEACH
-� PERMIT CALCULATION SHEET
Date: Al- 77 -03
Address //Q/ J7- - /UEW f f/Z
Heated Square Footage / qdf @$ / per sq ft= $
�\y
Garage/ Shed @ $ � per sq ft= $
Carport/Porch f @ $A 0' per sq ft = $
Deck _per sq ft = $
D
Patio �1 @ $ per sq ft= $
TOTAL VALUATION: $ 'lei
Total Valuation
1st $
Remaining Value $ . per thousand
or portion thereof
CONSTRUCTION TYPE: _'7r TOTAL BUILDING FEE $
ZONING: 46-r + %Z Filing Fee $
FLOOD ZONE: (I) Fireplaces @ $35.00 $ 39-.00
IMPERVIOUS SURFACE: S a
BUILDING PERMIT FEE $
WATER IMPACT FEE $ q/0
SEWER IMPACT FEE $ L,f-0
WATER METER/TAP $ p jr
CAPITAL IMPROVEMENT$ --3,z r"
SEWER TAP $ — d —
C (1&(JJ RADON HRS .0050 $
SECTION H PAVING (p1') $
CROSS CONNECTION $ ,3.c
ST(1?3( � SURCHARGE $
OTHER $
GRAND TOTAL DUE: $
1/13/03
DEPARTMENT OF PUBLIC WORKS
jr 1200 SANDPIPER LANE
ATLANTIC BEACH,FLORIDA 32233-4318
:•+ i 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 # 0S_ a�51-7
Applicant: C\11 r 0 Y1 r f4-
Address: 0
Project: IS F;,Q-
,Your application is approved as noted by the Public Works Department. Final
application approval must co from the Building Department.
❑ Your permit application has bee reviewed by the Public Works Department and the
following items need attention:
S
�a �540a/ haul Ex/.5fer7,c2 did h 0,-1d ca-)�c<r Ea4s/ c�i11 die
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 Robert S. Kosoy, P.E., Director of Public Works
Date
Signature
Contractor Notified Date
III. Energy Code Information:
RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed;
correct climate zone and correct jurisdiction? (FBC 13-600) yes V No N/A
2. Does conditioned square feet area on plans match square feet
NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes ✓. N/A
AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes 0 N/A
_ (FBC 13-602.I.ABC.1.1)
�1 DATE' 4. la the"R"value for added insulation on exterior walls shown? Yes N/A
PLANS EXAMINER: } _J , 5. Ia the"R"value for ceilings shown? (FBC 13-604.I.ABC.1) Yes o N/A
6. Is the"R"value for raised floors shown? (FBC 13-605) Yes .Ao NIA
OWNER: F t Fy 1 1-3 G L,,t�c,rF JOB ADDRESS: (IO 1 MAIAJ 7. Are Energy Credits Claimed? Yes ��o N/A
A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes o N/A
CONTRACTOR:_ N to E Tr PHONE NUMBER: yy' B. White Roof Credit (FBC 13-607.1.A.5) Yes o NIA
C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes ..No NIA
(CIRCLE)
I. Survey: IV Foundation Plan:
1. Is a specific purpose survey submitted? Yes✓fJo N/A 1. Are all footings shown,including interior bearing walls,
2. Is correct Flood Zone shown? Yes✓No N/A Column pads and concentrated loads? Yes✓�o N/A
3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes./tNo N/A
in an"A"or"V"zone? Yes No t-'N/A 3. Are all elevation changes in slab shown? Yes,�/� N/A
4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A✓ 4. Is minimum concrete PSI shown? Yes✓N 96 N/A
/'
5. Is property in a flood way? Yes No NIA 5. Is slab reinforcement shown? Yes o N/A
6. Is flood way line shown? Yes No N/A ✓ A. Wire mesh size and gauge? Yes ✓No
A
B. Fibermesh reinforcement? Yes10 V NIA
6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes✓Dlo N/A
11. Structure Code Compliance: / 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes No N/A
1. Are plans sealed by architect or engineer? Yes ✓<Jo N/A 8. Is type of soil treatment for termites shown?(FBC 18 16) Yes ✓No N/A
A. Are structural calculations submitted? Yes�/�o N/A 9. Do plans show concrete footings have a specified compressive
2. Is correct wind speed shown? (FBC Figure 1606) Yes✓flo NIA Strength ofrwt less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes�^o N/A
3. Is exposure category shown? (FBC 1606.1.8) Yes 1/No
N/A 10. If pile foundation shown,is Sealed Soils Report submitted?
4. Is Importance Factor shown per FBC Table 1606? Yes No N/A
(FBC 1805.1) Yea i No N/A
5. Are pressures for wind loading on components and cladding
Shown per FBC 1606.2.5? Yes V No N/A
6. Are pressures for wind loading on components and cladding V. Typical Wall Section:
Shown per FBC 1606.2.5? Yes✓No NIA 1. Is finished grade shown? Yes N/A
7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes NIA
stories and allowable area? Yes IN. N/A
8. Does structure meet Fire Resistance Ratings of FBC Table 600 A. Minimum c above adjacent grade? Yes N/A
B. Flood protection elevation? Yea oA
for structural elements? Yes t."No SIJ/A C. Base flood elevation? Yes V"N/A
9. Are plans designed per SSTD 10-99? Yes No V N/A 3. Is minimum footing depth beneath finished grade shown? Yes ;No NIA
A. Are all appropriate charts and tables shown? Yes No N/A t-j (FBC 1804.1.3)
B. Are all appropriate requirements circled or highlighted? Yes No NIA✓ 4. Are all footing sizes shown? Yes N/A
10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yea N/A
Construction in High Wind Areas"? Yes vO')Io N/A 6. Is vertical reinforcement shown? Yes o N/A
A. Are all appropriate charts and tables shown? Yes No N/A 7. Masonry construction.
B. Are all appropriate requirements circled or highlighted? Yes /No N/A A. Is exterior wall finish shown? Yes No N/A
11. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A✓
High Wind Areas? Yes � No -"'NIA C. Is exterior wall insulation shown? Yes No N/A t--
A. Are all appropriate charts and tables shown? Yes No N/A ✓ D. Is exterior wall finish shown? Yea No N/A r
B. Are,all appropriate requirements circled or highlighted? Yes No N/A f 8. Wood Frame Construction
12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes vlNo N/A
Manual for One-and Two-Family Dwellings,High Wind Edition'"! Yes ✓No N/A B. Is exterior sheathing(type and thickness)shown? Yes✓No N/A
A. Are all appropriate charts and tables shown? Yes ✓No NIA C. Are nailing requirements(size and spacing)shown? Yes �1Jo N/A
B. Are all appropriate requirements circled or highlighted? Yes .?i N/A (FBC Table 2306.1)
D. !s exterior wall finish shown? Yes 4. N/A 15. Does bedroom open directly into garage? Yes No V N/A
E. Is interior wall finish shown? YNo N/A 16. Does the number of bedrooms shown on plans match the number
F. Is minimum clearance between wood siding and finished / of bedrooms shown on the application? Yes✓No N/A
grade shown? (FBC 2304.2.5) Yes�//No N/A
G. Are shear wall segments shown? Yes,//No N/A 17. Is Designer's name and address shown on plans? Yes VIN. N/A
A. Type of hold-downs shown? Yes ✓'No N/A 18. Do egress doors and landings comply with FBC 1012.1.3
9. Are ceiling heights shown? (FBC 1202.2) Yes ✓j90 N/A and FBC 1012.1.5? Yes�,/No. N/A
10. Are all hurricane anchorage and hold-downs specified and labeled? Yes�/ o N/A 19. Are habitable rooms shown with the minimum light and ventilation
IL Is ceiling type shown,drywall thickness? Yes�a N/A requirements of FBC 1203.1? Yes IN. N/A
12. Roof Fanning 20. Are garage doors,windows and other openings shown as meeting
A. Are engineered trusses shown? Yes No NIA wind load requirements for components and cladding per FBC 1606? Yes�No N/A
B. Are conventional frame rafters used? Yes No�N/A 21. Does floor plan show fireplace? Yea✓No �/A
1. Rafter size shown? Yes No N/A✓ 22. Are stair details shown? Yes No✓ N/A
2. Species of lumber shown? Yes No N/A✓ A. Is minimum stair width shown? (FBC Table 1004) Yes No N/A
3. Grade of lumber shown? Yes No N/A✓ B. Are tread and riser sizes shown? (FBC 1007.3) Yes No N/Av--�
C. Type of roof sheeting shown? Yes✓No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No N/A
1. Thickness of roof sheeting shown? Yes ;/lo N/A D. Are required landing shown? (FBC 1007.4)? Yes No N/A✓/
2. Grade of roof sheeting shown? Yes✓� o N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes No N/Ar,
3. Nailing pattern of roof sheeting shown? Yes�/No N/A 23. If floor plan shows mixed construction,are mixed
(FBC Table 2306.1) Construction details shown? (May require engineering.) Yes ,No N/A\/
D. Weight of Dry-In felt shown? Yes o N/A 24. If required,are tenant separations shown? Yes No N/A✓
E. Type of roof cover shown? Yes✓NN
o N/A A. Duplex (FBC Table-704.1)
I. Attachment asphalt/fiberglass shingles shown? / B. Townhouse (FBC 704.4)
(FBC 1507.3.7) Yes tre all c
/ No N/A 25. Are and beams shown for porches and lanais? Yes No N/A✓
2. Attachment of tile roof shown? Yes No N/A✓ A. Are column type,size and anchorage shown? Yes No NIA
(FBC 1507.3.7) CB. Are beam type,size,span and anchorage shown? Yes No N/A
3. Other roof covering and attachments shown? Yea >o N/A✓ 26. Are all lintel and beam details shown? Yes No N/A
F. Length of roof overhang shown? Yea o N/A 27. Are engineering details provided for butt glass? Yes No N/A
G. Type of soffit and fascia shown? Yes N/A
H. Attic ventilation shown? Yea o N/A
L Location,type and thickness of flashing shown? // VIL Truss/Rafter Plan.
(FBC 1503.2.1 and FBC 1507.3.9) Yes o N/A 1. Are engineered truss plans provided showing loads,uplifts and
I. Type and aA uge of cave metal shown? Yes No N/A required connections? YesV N NIA
2. Are all headers,beams,girders and interior bearing walls shown? Yes 1I'ryo N/A
3. Framed root:
VI. Floor Plan. A. Is rafter plan shown,including size,spacing species,
1. Does square footage on plan match square footage show on / grade of lumber,span and connections? Yes No N/A ✓
application? Yes y )Vo N/A B. Is ceiling joist plan shown,including size,spacing,
2. Are all room dimensions shown? Yes N/A species,grade of lumber,span and connections? Yes No N/A✓
3. Are all door and window sizes shown? Yes✓ji0 N/A C. Are collar ties shown,including size,spacing,species,
4. Are all emergency egress openings shown? Yes No N/A grade of lumber and connections? Yes No N/A✓
5. Is required tempered glass shown at all hazardous locations? / D. Is ridge beam shown,including size,species and grade
(FBC 2405.2) Yes No NIA✓ of lumber? Yes No N/A✓
6. Are all vertical reinforcements shown? Yes./ No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing /
7. Are all shear wall segments shown? Yes✓No N/A pattern? Yes�✓No N/A
8. Are all hold-downs and hurricane anchorages shown? Yes o N/A
9. Is required attic access shown? Yes No N/A
10. Are all plumbing fixtures shown? Yes,,, o NIA VIII. Floor Framing.
11. Are all electrical fixtures shown? Yea,✓No N/A 1. Is engineered floor truss plan provided,showing loads,
12. Are all mechanical fixtures shown? Yes✓ o NIA uplifts and connections? Yes No N/A 6-0'A. Is air handler and condensor location shown? Yeso N/A 2. Is joist plan provided,showing size,spacing,span,species,
B. Are exhaust fans shown? Yes wr f 10 N/A grade of lumber and connections? Yes No N/A t f
13. Are all smoke detectors shown? (FBC 905.2) Yes✓No N/A 3. Is floor sheeting indicated,showing type,thickness and `
14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes No N/A ✓
Have a 29"net clear door opening and handicap accessible
route? (FBC I1-11) Yes /No N/A
CITY OF ATLANTIC BEACH
Jt� 800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
TELEPHONE:(904)247-5800
S} FAX:(904)247-5805
SUNCOM:852-5800
hq://ci.atlantic-beach.fl.us
c= PLAN REVIEW COMMENTS
Permit Application #
Applicant:
Address: 10 GL
Project: tom + �-5 Y
o1- Your application is approved
o Your permit application has been reviewed and the following items need
attention:
Please re-submit your application when these items have been completed.
Reviewed by 1 0 a F o ut-
Signed) Date �{ 3
Contractor Notified Date
DEPARTMENT OF PUBLIC WORKS
1200 SANDPIPER LANE
ATLANTIC BEACH,FLORIDA 32233-4318
TELEPHONE:(904)247-5834
FAX:(904)247-5843
S1 SUNCOM:852-5834
4 http://ci.atlantic-beach.fl.us
PLAN REVIEW COMMENTS FROM THE
PUBLIC UTILITIES DEPARTMENT C
Permit Application #
Applicant: 1�'� b(-r)r)C
Address: ` I's
Project: `-> V`Z-
Your application is approved as noted by the Public Utilities Department. Final
application approval must come from the Building Department.
❑ Your permit application has been reviewed by the Public Utilities Department and the
following items need attention:
lei°� ell
:a — �{ 5 -cam Tr4 _ i41 ( E17tf, Ii-/
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.
Reviewed by Donna aluzniak, Public Utilities Director
Date
Signature
Contractor Notified Date
l
City of Jacksonville GIS Map Output ! f 1 ;, Page 1 of2
JAXGIS Property Information
1335 7Z0 1339 1332 1285
1345 1284 � 1274 1225
1315 1363 1302
:276 1275 1354 1276 1225 1226 12051285 1236 266
1245 1232
1204 1203
118? 1183 1202 1201
1213
1186 ! 1121
1155 1182 ` 1117
1221
1744
ff ` 1155 1113
7217 1142
7145 1109
1704
�t+�N1083 1098 1093
�.� t10,,'.. fits
.� 1142 1101
1494
1689 1080 7017 10%
i�
1093
�
1086 1085
1085 106D 1090 i 995 1044 1073
f 1071 1076 1075
1011 1010 1017 10"44
989 1065 1067
1007 1404 99 7022 985 1054 1055 7060 1085
979
995 1020 �i 975 1014 1045 1047
979 ; `
1018 971018
5 4 965 1034 1035 1444 I 1045
C!?Y 011'19 2D02 C iLy of Jenloonvi1k Fl
http://maps.coj.net/website/Parcel/toolbar.asp 3/21/2003
City of Jacksonville GIS Map Output Page 2 of 2
ap It 1
Real Estate# 171016 0000
Last Name BENNETT
First Name KEVIN W
House#
treet Name Type MAIN ST
Dir
ipCode 2277-1052
Total Value 4735
Cres .48
Plat Book 1199
Legal 1 18-34 17-2S-29E.456
Legal 2 ATLANTIC BEACH SEC H
LEGAL 3 LOTS 4 TO 6,N1/2 STREET LYING S
http://maps.coj.net/website/Parcel/toolbar.asp 3/21/2003
Duval County Property Appraiser-Parcel Summary Page 1 of 2
Parcel Summa -Current Ownershipand Sale Information -U dated Weekl
RE No.: 171016 0000
Owner's Name: 1BENNETT , KEVIN W
Property MAIN ST Unit No.
ddress:
ATLANTIC BEACH 132233
Mailing Address: 4429 JIGGERMAST AV
JACKSONVILLE ,FL 32277-1052
1propertyUse: 0000 VACANT RES
Legal 18-34 17-2S-29E .456 ATLANTIC BEACH SEC H LOTS 4 TO 6,N1/2 STREET
description: LYING S
THEREOF CL BY U/R BCH ORD#65-84-10 BLK 199
Neighborhood: 003119 ATLANTIC BEACH SEC H Sec-Twn-Range: 17-2S-29E
OR BK&Page: 10071-1820 JFMap Panel: J556A2
Sale Date: 7/12/2001 No. Buildings:
Sale Price:
$60,000.00 IFReated Area: 0
Exterior Wall:
Parcel Summary- Values & Taxes from the 2002 Certified Tax Roll
Land Value $54,735.00
Class Value: $0.00
Improvements: I$0.00 IFTaxing Authority: I USD3
Market Value: $54,735.00 County Tax: $376.26
Assessed Value: $54,735.00 1 Tax: $457.53
Exempt Value: $0.00 District Tax: $173.62
Taxable Value: $54,735.00 Other Tax: 1$27.40
Sr. Exempt- F$0.00 Voted Tax: $31.76
Sr.Taxable: $0.00 IFTotal Tax: IF$1,066.57
This page displays values from the 2002 Certified Tax Roll with weekly updates of
ownership & sales.
Map-It maps & data are not updated as frequently as the Tax Roll data and may not
reflect matching information.
Please direct inquiries regarding the maps & data to Map-It Feedback (below).
MarAt Feedback
Home PRC New-Mar)-IT Taxes pa mment._Feedback
http://pawww.coj.net/pub/property/RENO.asp?RENUM=171016+0000 3/21/2003
MAP SHOWING BOUNDARY SURVEY OF
LOT 6, LESS AND EXCEPT THE NORTHERLY 10 FEET, BLOCK 199, TOGETHER
WITH THE NORTHERLY 1/2 OF TIDE CLOSED ROAD LYING SOUTHERLY AND
ADJACENT TO SAID LOT;6, - CCORDING TO THE PLAT OF
SECTEON "'W"' T LANTEC -EACH
AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 : -
(�C3 KT _eURRE--NT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
CERTIFIED T0; KEVIN BENNETT.
O
WEST mar STREEt f ,
1/2" — — _ — (50' RIGHT—Of WAY)
L.B.1704
Iq In
ao
co 03
Ln rl
tn
LOT 5
BLOCK 199 0 0
102.00' (R) m
W -RN1/2 REBAR I o I 1/2 REBAR
W ASOC.SUR.
L. ASOC.SUR.
B.5488 cP
i9Ao L.B.5488
Lo
I—Y
LOT 6 o
BLOCK 199 m
r
g0 ops
1/2" — — - -- - - — — — — �
L.B.6715
CONC. 102.04' (M) L.B 6715
DRAINAGE 10,2' (R)
in STRUCTURE. APPROVA(A TE TOP OF BANK
CONC. `4
BULKHEAD .301 OPEN DITCH
AL T PLAZA
GRATTE (50' RIGHT—Of WAY
CLOSED SY ORD/NMCE 65-84-10 ESiv/%. EsE,2vlD
J N E Y O 9
FOR GENERAL NOTESs
S 1. IJI6IAMBAlf910MI THS9M
2.THE PROPERTY THUS SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST
DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO DATED 04-17-1989
Q SSOCIATED SURVEYORS INC. i 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS,
LAND do ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED.
w 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT
3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY.
s S JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE
904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE,
rJ COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL.
J O CERTIFICATE OF AUTHORIZATION NO. LB 0005488 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION.
S S V 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.
I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGENDIAUREVIATIONS
DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL a SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV'D = COVERED
STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER ^ASSOC.SURVEY" OR L.B.5488 P.T. = POINT OF TANGENCY CH = CHORD
61G17-6 L IDA ADMINISTRATION CODE, HAPT R , F.S. 0 FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE
/ 72 ■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE
BY: X CROSS CUT OR DRILL HOLE C/L = CENTER LINE R/W= RIGHT OF WAY
(R) =RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE
CHARLES B. HATCHER FLORIDA CERTI CATE NO. 37F R =RADIUS L = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE
CHARLES L. STARLING FLORIDA CER FI CATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK Co =WATER METER 'a= UTILITY POLE
RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. =OFFICIAL RECORD VOLUME RECI. =POOL EQUIPMENT -s= GUY ANCHOR
P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.-=OVER HEAD UTILITIES
JOB NO. 28963C DATE 10-02-2001 B.R.L. =BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE
E.T. =ELECTRIC TRANSFORMER do PAD W—W WIRE FENCE E.B.= ELECTRIC BOX
SCALE: 1" = 20' DRAFTER Y.L.M J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY 0-0 WOOD FENCE BTN. = BETWEEN
X-REFERENCE NO. 28820C
PHONE '
N2002322 2
00 0762
Pa e: 1 4
FLA.1977 LAWS
Filed $i, �,ao,
11/13/20 :04:31 PM
Fs 711." - JIM FULLE
c CLERK CUIT COURT
1V� .� _. V - � 1 �1��1r�Y�t��L� DRVAL DINGTY f
ST FUND f 1.0
(Prepare in Duplicate) `
To whom It 1119y rn;tctrll:
The undersiei:ed hereby informs all concerned that improvemef.ts will be made to certain real property,
and in accordance with section 713.13 of the Florida Statutes, the followif;,,, information is stated in this NOTICE
OF COI.IME?;CE rl: ,I /
Description of property CC).7 :...�'?..... .1� ..SEC.' /-i..............................
...................... . . Z. .........` Z-...... �1 .... r.r� ...: .2.2 .......:...........
......................
......................
................................................................................
........
...
..
...............
....
..............................................................................
.Doc.. 200232 443
a�•1z:�,: ......ldz ............................................... .B��k:
General description of improvements ... ••••••••••••••••••........................••Aa a 11 5
...............•..........................................................................................F. ed.A.Recorded
11/13/2002 02: 4:31 PM
................. ........................... ..... ............,.. ............,....,....................................................... UL ...
Owner. .... <1.:aV.�z.. .. ........................................ LERK...CIRCUIT COU T
.......... .... C
j Ad_'.ress `�l 'C7� .ZZ4! T.., .L.jF.,...- —�4'X..yr..... -{.�.y... r ? ...DUVAL.COUNTY
.. ... . ..
RECORDING 5.00
Owner's interest in site of the improvement ...../i �,C..1.3
,r .$s�r ....................•................•.....•... .........
j YK(1ST
�\ Fee Simple Title holder (if other than o,xner,
N ..................................... ..... ..........:.......................................•....................................... .FUN� 1.00
..
an.
Address ... .. ............
Contractor j� L`�t�:..�u.ilc.ld.:�; 1�•�.1 .. .. .CTC�.. Gkt'.?F,t:�XUCr..`�x�. 11 t �C>-
Address 4 �. {r �X.�7 ?C'�Sf.....t4( I�'.....=l- i�r....f= . . ... J '? ..........................................
Surety(if any) ..............•......................................•.....................................,.,...............................................................
Address ................................................................................................................ Amount of bond S .......................
Any person making a loan for the construction improvements:
Nn::l•: ............................................................................................................................................................................
Address .......................................................................................................................................................................
Person within the State of Florida design, :ted by owner upon whom notices or other documents may be served:
Name.................................,....................................................................................................................I..................
Address.......................................................................................................................................................................
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in
Section 713.13 (1) (h), Florida Statues. (Fill in,at Owner's option). .
Name .........................................................................................................................................................................
Address ..................................................................•...................................................................................................
This space for recorder's use only
Owner
TRAVIS M.IRI N.. MY COMMISSION#DD 054907
Sworn and and subscribed before�1e�this/..i of
.. EXPIRES:September 4,2005 ......, ,1.1!Q i�,2�s l%:? .2(.*Publi'c'
l Q mac,
Bonded Thru Notary Pubk Urderwrkers l
. . v
Nota
MAP SHOWING BOUNDARY SURVEY OF
LOT 6, LESS AND EXCEPT THE NORTHERLY 10 FEET, BLOCK 199, TOGETHER
WITH THE NORTHERLY 1/2 OF THE CLOSED ROAD LYING SOUTHERLY AND
ADJACENT TO SAID LOT 6, ACCORDING TO THE PLAT OF
SECTEON ""N"' ATLANTCC BEACH
AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.,--
CERTIFIED TO-. KEVIN BENNETT.
CO I
N
WEST mth STREET"
- - - - (50' RIGHT-OF-WAYS
112..
L.B.1704 _
co
Lntnr-
n
LOT 5 I Y
BLOCK 199 0 0
102.00' (R) m
1/2 REBAR I a
ASOC.SUR. I 1/2 REBAR
L.B.5488 8L B.5488
�! co
\ 0 Y
'at hLOT 6 a
o BLOCK 199 m
1
90 o�y
112 — -- — — — — —
L.B.6715
CONC 102.04' (M) L.B 6715
ORA/NAGE 102' (R)
STRUCTURE. APPROXIMATE TOP OF BANK
CONC. `v
BULKHEAD 30.± OPEN DITCH
T PLAZA
RA7F (50' RIGHT-Of WAY
CL 05ED BY ORD/NANCE 65-84-10 ESNI%. EsE,Q✓ED
J y E Y O �1. GENERAL NOTES,
s NIpfS SM IHS&W
2.THE PROPERTY THUS SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST
DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO 1 DATED 04-17-1989.
ASSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS.
LAND do ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED.
W 4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT
3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY.
S JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY WAS BASED ON LEGAL DESCRIPTIONS FURNISHED AND THE
904-771-6468 PUBLIC RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS, TITLE,
0COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL.
J O CERTIFICATE OF AUTHORIZATION NO. LB 0005488 6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION.
S S V 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND MAPPER.
I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGEND/AWREVIATIONS
DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REBAR P.C. = POINT OF CURVE COV'D = COVERED
STANDARDS FOR LAND SURVEYING PURSUANT TO CHAPTER "ASSOC.SURVEY" OR L.B.5488 P.T. = POINT OF TANGENCY CH = CHORD
61(317-6 0IDA ADMINISTRATION CODE, HAPT R 72, F.S. 0 FOUND IRON PIN OR PIPE (IP P.R.C. = POINT OF REVERSE CURVE
■ FOUND CONCRETE MONUMENT (C.M.) P.C.C. = POINT OF COMPOUND CURVE
BY: X CROSS CUT OR DRILL HOLE C/L = CENTER LINE R/W= RIGHT OF WAY
(R) =RECORD (M) = MEASURED CONC. = CONCRETE B.T.= BUILDING TIE
CHARLES B. HATCHER FLORIDA CERTI CATE NO. 3771 R =RADIUS L = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE
CHARLES L. STARLING FLORIDA CER FICATE NO. 4579 O.R.B.=OFFICIAL RECORD BOOK ® =WATER METER ,a= UTILITY POLE
RAYMOND J. SCHAEFER FLORIDA CERTIFICATE NO. 6132 O.R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT -�= GUY ANCHOR
P.R.M.=PERMANENT REFERENCE MONUMENT -O.U.-=OVER HEAD UTILITIES
JOB NO. 28963C DATE 10-02-2001 B.R.L. =BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE
SCALE: 1" = 20' DRAFTER 9:,00 J.E.A. =JACKSONVILLEAELECTRIC AUTHORITY U-0 WOODFFENCE ENCE E BBTN . - BETCWEEEEN
X-REFERENCE NO.-28820C j
CITY OF ATLANTIC BEACH
1� 800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
I _ TELEPHONE:(904)247-5800
FAX:(904)247-5805
SUNCOM:852-5800
http://ci.atlantic-beach.fl.us
�'1.rr _F
ffi` PLAN IREVIEWCOMMENTS
Permit Application # �) 7
Applicant: (7
Address: tol Mai i )
Project: N CA-,,,
0 our application is approved
a Your permit application has been reviewed and the following; items need
attention:
Please re-submit your application when these items have been completed.
Reviewed by
Signed Date
Contractor Notified Date
CITY OF ATLANTIC BEACH
BUILDING PERMIT APPLICATION
(FOR NEW SINGLE FAMILY RESIDENCE AND
DUPLEX CONSTRUCTION)
Date: --C)3
Job Address: TtJaA�"�@ 2 Z3'3
Owner of Property: of gay 7Yq-O7yt7
Address: Vq 79 j-G>a /yjtc-- —+°xt �4 3u?7 Telephone: CXtl;. 016'f-:93--ti535 4
Legal Description: Block Number: Lot Number: Zoning District: k(13-
�_ �
�tx 1J State License Number: f3C O S FS �
4� W Z
Contractor: —
Contractor's Address: r7' --7r_p-6Lr- rkt --5T Aeje ,_ >,c
Telephone: C/rcc 3 3 3--153 S Fax:
Describe proposed use and work to be done:
Present use of land or building(s): z n 7?—
Valuation of proposed construction: /Z0
Is approval of Homeowner's Association or other private entity required?/UO If yes, please submit with this
application.
ELr OA-'TZC1d-J Omx &A 4 n, 10EX—
Will th' project involve changes in elevation,site grade or any use of fill material or the removal of any trees?
NO. Applicant certifiesthat 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.
O 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, Own&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.ei.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.
I. 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,CCCI.,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:
llot� �-- Date:
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
gi ve 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.
-5.-
Signature of Contractor: Date:
Z1✓ -CJS
Address and contact information of person to receive all correspondence regarding this application (please print).
Name:
Mailing Address:
Telephone: Fax: E-Mail:
AS TO OWNER:
S`
Sworn to and subscribed before me this day of 20
State of Florida,County of Duval J r
UV",,,
AI,Notary's Signature: i t= c -
�•, JENNIFER SMWETER
" MY COMMISSION t DD 121301 �ersonal ly Down
EXPIRES:May 27,Zoos ❑ Produced identification
'+t,""'; Bandea Thru Ndery Pd*UrAwwihn
Type of identification produced
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of ,20
State of Florida,County of Duval
Notary's Signature:
❑ Personally known
❑ 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.atiantic-beach.fl.us
Page 2 Revised 1/14/03
ORM 600A,-97
.FOR BUILDING CONSTRUCTION
Florida Department of Comn«lnityAffairs
A l
Residential Whole Building Performance 1ti�etliodA ��.�
Adc ,ess amen" lip's- ---- _-..__ _ ----------- ---- BuildPerer
Office: AN
Prc t3ulldt,r: QUALITY f2EMODELlN
State ? , Permit Number: 3
Owner `s '. KEVIN BENNETT Jurisdiction Number:
Climate Zone: North
1. New construction or existing New _ 12. Cooling systenis
2. Single family or multi-family Single familyU
_ a. Cennal nit Cap °
:28.2 kBtu/tici "
3. Nulnber�of units,if multi-fanlily I _ SEER: 10 004�',,,;
4. Number of Bedrooms 4 _ b. N/A a
5. is this aworst case? YesP
6. Conditionedfloor arca 01=) t•18.1 ti= - c. N/A -
7. Glass area R:type — '
a. Clear single pane 0.0 11= _ 13. Heating systems
b. Clear-double pane 157.0 ft= _ a. Elect is Ileal Pump Cat,:29.0 kBtunirj•A
c. Tint/otller SC/SIIGC-siilplc palle 0.0 ft= — tiSPP:7,20! w'
d.Tint/other SC/Sl GC-double pane 0.0 I'F b.N/A '�l=
8. Floor types
?`1
a. Slab-On-Grade Edge Insulation RA.0, 197.0(p)11 — c. N/A t,.t
`b,NIA
�C.N/A d la. flus l\,{ci syslems
9.„ Walltypcsy ,z i:C,istane.c Cap:50.Ogallons
u. Frame,Wood,Exterior R 11.01. 10'_3.0 ft= -._ EI?0.861'a
`b.Frame,Wood;Adjacent 1 1.0,3.58.0 d= _ b. N/A
Xd.NIA s' _ c, Cuns��i r:uiun credits
e. N/A ti (I1R-I lcat recovery.Solar
10. Ceilingtypes, _ lllIP-lUicated meat pump) �
a. Under Attic "` R-30.0,1505.0 ft= — 15. IIVAC credits -1
b. UttderAttic R-19.0, 122.0 t1= _ (CF-Ceiling ran,CV-Cross ventilation,
l IF-Whole house tan,
11. pacts x _ PT-Pio,uauunableThcrnlostaI,
a. Sup:Unc. Ret:Une. AH:Garage Sup. R=6.0, 1.0 11 _ 1:13-Attic radiant barriers.
b.NIA . W-C-Multizone cooling, ?
z M!-I t-Multizone heating)
Total as-built points: 22569.00 ,r
Glass/Floor Area: 0.11 PASS
Total base points: 23804.00
! hereby certify that the plans and specifications coveredT� R view of the plans and
TE1E sr
.)y this calculation are in compliance with llle Florida ` specifications coveted by this �� =�TFo
Energ rCode calculation indicates compliance
' with the Florida Energy Code.
PREPARED BY:.
Before�; ,� �---- Before construction is completed t
XTE 3-19 -6 this building will be inspected for
areby certify that this building, as designed, is in compliance with Section 553.908
'''`'e"with oD
campiiaricthe Florida E r Code. Florida Statutes.
OWNER/AGENT: _� BUILDING OFFICIAL: eel
DATE:-. > ,•: ,:3_l 5 -cO' - DATE: - '
EnergyGaugeG(Version: FLRCNA-200)
- t
F illi 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Det ils
DDRESS: , , , PERMIT#:
BASE AS-BUILT
[GLASS "TYPES
.18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Poir, s
.18 1484.0 33.06 8829.6 Double,Clear NE 1.0 7.0 20.0 28.72 0.98 565.7
Double,Clear E 1.0 7.0 5.0 40.22 0.98 197.5
Double,Clear s 1.0 7.0 5.0 34.50 0.97 166.8
Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5
Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5
Double,Clear SW 1.0 6.0 15.0 38.46 0.96 555.5
Double,Clear SE 1.0 4.0 6.0 40.86 0.88 216.6
Double,Clear SE 1.0 7.0 15.0 40.86 0.98 601.2
Double,Clear NW 1.0 3.0 5.0 25.46 0.87 111.3
Double,Clear NW 1.0 6.0 20.0 25.46 0.97 496.1
Double,Clear NW 6.0 7.0 36.0 25.46 0.66 608.5
As-Built Total: 157.0 4630.2
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
gent 358.0 0.7 250.6 Frame,Wood,Exterior 11.0 1023.0 1.70 1739.1
1023.0 1.70 1739.1 Frame,Wood,Adjacent 11.0 358.0 0.70 250.6
1381.0 1989.7 As-Built Total: 1381.0 198'.7
,✓PES Area X BSPM = Points Type Area X SPM = Poii is
9
18.0 2.40 43.2 Exterior Insulated 20.0 4.10 5'.0
20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2
38.0 165.2 As-Built Total: 38.0 125.2
11\ TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
a
I
1488.0 0.60 892.8 Under Attic 30.0 1505.0 0.60 903.0
Under Attic 19.0 122.0 1.10 134.2
I'
To: 1488.0 892.8 As-Built Total: 1627.0 1037.2
t ,Oi YPES Area X BSPM = Points Type R-Value Area X SPM = Points
SIS 197.0(p) -37.0 -7289.0 Slab-On-Grade Edge Insulation 0.0 197.0(p) -41.20 -8116.4
Ra ped 0.0 0.00 0.0
Base Total: -7289.0 As-Built Total: -8116.4
INFILTRATION Area X BSPM = Points Area X SPM = Points
j 1484.0 10.21 15151.6 1484.0 10.21 15151.6
ErlergyGaugee DCA Form 60OA-97 EnergyGauga/FlaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT#:
BASE AS-BUILT
GLASS TYPES
J& X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points
.18 1484,0 9.76` 2608.4 Double,Clear NE 1.0 7.0 20.0 13.40 1.00 267.8
Double,Clear E 1.0 7.0 5.0 9.09 1.01 46.0
Double,Clear S 1.0 7.0 5.0 4.03 1.01 20.3
Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8
Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109,8
tv
Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8
Double,Clear SE 1.0 4.0 6.0 5.33 1.10 35.1
Double,Clear SE 1.0 7.0 15.0 5.33 1.03 82.0
Double,Clear NW 1.0 3.0 5.0 14.03 1.01 70.6
Double,Clear NW 1.0 6.0 20.0 14.03 1.00 280.6
Double,Clear NW 6.0 7.0 36.0 14.03 1.02 516.4
As-Built Total: 157.0 1648.2
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adajcent 358.0 3.6 1288.8 Frame,Wood,Exterior 11,0 1023.0 3.70 3785.1
Exterior 1023.0 3.70 3785.1 frame,Wood,Adjacent 11.0 358.0 3.60 1288.8
4
Base Total: 1381.0 5073.9 As-Built Total: 1381.0 5073.9
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0
Exterior 20.0 12.30 246.0 Adjacent Wood
18.0 11.50 207.0
Base Total: 38.0 453.0 As-Built Total: 38.0 375.0
CEILING TYPESArea X BWPM = Points .Type R-Value Area X WPP.'. = Points
Under AtUo` 1488.0 1.20 1785.6 Under Attic 30.0 1505.0 1.20 1806.0
Under Attic 19.0 122.0 2.00 244.0
Base Total: 1488.0 1785.6 As-Built Totl: 1627.0 2050.0
FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Slab 197.0(p) 8.9 1753.3 Slab-On-Grde Edge Insulation 0.0 197.0(p) 18.80 3703.6
Raised ' 0.0 0.00 0.0
Base Total: 1753.3 As-Built3703.6
INFILTRATION Area X BWPM = Points Area X WPM = Points
1484.0 -0.59 -875.6 1484.0 -0.59 "' -875.6
EnergyGauge®DCA Form 60OA-97 EnergyGaur&/FIaRES'97 FLRCNA-200
FORM 60OA-97
a WATER HEATING & CODE COMPLIANCE STAT JS
Residential Whole Building Performance Method A - Deta Is ,
ADDRESS: , , , PERMIT#:
BASE AS-BUILT _.
WATER HEATING •"
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier `
,4 2746.00 10984.0 50.0 0.86 4 1.00 2809.86 1.00 `.11239.4 --
!z As-Built Total: 11239.4
CODE COMPLIANCE STATUS
.., BASE AS-BUILT
Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total
Points Points Points Points Points Points Points Points
7T95 .1 5766.5 10984.0 23803.5 r5294.9 6034.5 11239.4 22568.9
Y 4.
PASS
tioFIYlES7'4 F
ji-
1`
.r
S r
Y Cy
h �
Y i
r.
EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Filename: Base.bld 12/ %00
For: QUALITY REMODELING AND FRAMING (KEVIN BENNETT)
Al k�
x
' By: AIR FLOW DESIGNS
5615 ST.AUGUSTINE RD.
JACKSONVILLE FL 32207
(904) 398-0831
Job#
4 Wthr Jacksonville_AP ; L e
Zone Entire House "
� ,. WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS ;
Outside db: 32 Deg F Outside db: 97 Del F
Inside db: 72 Deg F Inside db: 78 Del: F
Design TD: 40 Deg F Design TD: 19 Deh F
Daily Range M
Rel.Henn. : 55 %
Grains Water 37 gr
HEATING SUI2Y SENSIBLE COOLING EQUIP LOAD SIZING
.B1dg.Heat Loss 31482 Btuh Structure 17667 Btuh
*VenWationAir 262 CFM Ventilation 2278 Btuh
` Vent Air Loss 11528 Btuh Design Temp.Swing 3.0 Del F ;s
Design Heat I. )ad 43010 Btuh Use Mfg.Data n
Rate/Swing Mult. 1.00
INFILTRATION Total Sens Equip Load 19946 Btu i
Method Simplified
LATENT COOLING EQUIP LOAD SIZING Co
nstruction quality Average
* Fireplaces 1 Internal Gains 1265 Btu
Ventilation 2742 Btu i
HEATING COOLING Infiltration 2744 Btu i _
I` Area(sq.ft.) 1484 1484 Tot Latent Equip Load 6751 Btu ;
Volume(cu.ft.) 13059 13059
Air Changes/Hour 1.2 0.5 Total Equip Load 26697 Btu i z ;.
Equivalent CFM 262 109
i
k HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY
Make CARRIER Make CARRIER
Model FA4ANF030 Model 38YCCO30
Type HEAT PUMP Type SPLIT DESIGNS
h Efficiency/HSPF 7.2 0 COP/EER/SEER 10.00
"Heating Input 0 Btuh Sensible Cooling 0 Btuh
` =Heating Output 29000 Btuh Latent Cooling 0 Btuh
Heating Temp Rise 26 Deg F Total Cooling 28200 Btuh A,
,
Actual Heating Fan 1000 CPM Actual Cooling Fan 1000 CFM
>'.HtgAir Flow Factor 0.032 CFM/Btuh Clg Air Flow Factor 0.057 CFM/Btuh
T Space Thenuostat Load Sens Heat Ratio 82 _4
t
MANUAL J:7th Ed. RIGHT-J:V 1 3.0.11 S/N 11786 =
Printout certified by ACCA to meet all requirements of Manual Fonn J
4.
Base Job# "Lone: Entire House 12/1/00
MANUAL J:7th Ed. RIGHT-J: 3.0.11- S/N 11786 _
1 Name of Room Entire House td13R MBTH wic
w 2 Running Ft.Exposed Wall 178.0 Ft. 4 3.0 Ft. 8.0 ','t, 5.0 Ft
3 Room Dimensions,Ft.---- 0.0 t. 0.0 x 0.0 Ft. 0.0 x 0." Ft. 0.0 x 0.0 Ft
4 Ceiings,Ft Condit.Option 8.8 heat/cool d 10.0 heat/cool 8.0 heat/c>ol 8.0 heat/cool
TYPE OF CST HTM Area Atuh Area Atuh Area Arca Btuh
C:YMSURE NO. Htg Clg Length Htg Clg Length Htg CIg Length Iltg C1g Length Htg CIS
5 ' a 12C 3.6 2.0 1280 ww■r wrra 260 *www raww 64 +www wawt 90 qN ww
1. ..:d b 14B 5.8 2.2 0 wwaw wr«w p «www wwrr p wrw+ i www+ p qtr wq
Walls and c 12H 2.4 1.4 0 wrrw rwww p wwww +rwr p wrrw carr p rww iwr
Partitions d 13C 1.4 1.3 350 r++r wraa 170 +*aw wa+r p wraw awar p qq rpt
e 13H 1.1 0.8 0 arra rraw p wwwa rrrr p araw «ww p ww war
'n f 0.0 0.0 0 arar rwrr p ww»r rarr p «w»w rwaa p trwr rsw;
6 Winduwsand 'a lI 38.2 ** 121 4627 ww++ 20 765 rwaa 6 229 warty p 0 rwr
Glass Doors b 8F 38.2 ** 36 13'77 **++ O 0 •**+ p p .raw p 0 wwr
I eating C 9H 22.0 •* 0 0 +**+ 0 0 *+** 0 0 •*•+ 0 0 rrw
`y d 7L 26.0 a p p rawa p p rwar p p craw p0 rtw
e 0.0 •• 0 0 rawr 0 0 rarw 0 p arw 0 0 ww
f 0.0 •• 0 0 *++* 0 0 **** 0 0 *••• 0 0 **"
7 Windows and North 16.0 5 **** 80 0 +waw p p rrrr wwr 0
Glass Doors NE/NW 33.0 41 '**+ 1353 20 **+* 660 6 +*** 198 ***r 0
Cooling EM 46.0 5 «r«« 230 0 *wwr 0 p «w+w p trq p
SE/SW 40.0 106 arwr 4240 0 wwww p p wwwa p } wrr 0
South 0.0 0 a»ww 0 p +www 0 p »»a» p p ww 0
Hort 0.0 O •"+* 0 0 ***+ O 0 *+** 0 0 **'*r 0
8 Other doors a 11E 7.6 4.3 2 0 1528 6 0 0 0 0 0 0 0 0 0
b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0
9 Net a 12C 3.6 2.0 1103 3971 2294 290 864 488 58 209 118 40 144 81
Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 _ 0 0
Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0
Partitions d 13C 1.4 1.3 350 473 441 170 230 214 0 0 0 0 0 0 _
e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0
f f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
1') Ceilings a 16G 1.3 1.4 1396 1843 1981 168 222 236 64 84 91 40 53 57
b 16D 2.1 2.3 122 259 278 22 47 50 0 0 0 0 0 0
C 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
11 Floors a 22A 32.4 0.0 178 5767 0 43 1393 0 8 259 0 5 162 0
b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0
a
12 Infiltration a 65.1 12.9 177 11515 2279 20 1301 258 6 390 77 0 0 0
13 SubtotBtuhLoss=6+8.+11+12 •+** 29983 wwww awwa 4821 **** **** 1172 +www wwwr 359 www
14 Duct BtuhLoss 59/i 1499 ***+ 51N 241 +•+* 51/1 59 ***• 51/1 18 ***
15 Total BtuhLoss=13+14_ •►** 31482 rrrr rrrr 5062 ***• *•*• 1231rwr wwr 377 000*
16 Int.Gains: People @ 300 6 *•** 1650 2 *+*• 600 0 *•** 0 0 r*** 0
Appl, cQ 1200 1 **** 1200 0 **+* 0 0 "•** 0 0 +*** 0
17 SubtotRSH Gain=7+8.+12+16 +*** **** 16061 rrwr «rwr 2508 wrrw +«rw 964 rwrr swr 138
19 Duct BtuhGain 10% **** 1606 100/ rr«+ 251 101/1 **+* 48 10% **+* 14
19 Total RSH Gain=(17+18)*PLF 1.00 •+•+ 17667 1.00 **** 2759 1.00 ••+* 532 1.00 +*+* 152
20 CFM Air Required *"*" 10001000 **** 161 156 +**• 39 30 **** 12 9
Printout certified by ACCA to meet all requirements oi'Manua]J Pbnu
` IIT r se Job# Zone: Entire House 12/1/00
ht' I,J:7th Ed. RIGHT-J: 3.0.11. S/N 11786
1 Name )m BTH2 NOOK / KIT DIN ^
2 R\=% CCxposedWall 6.0 Ft. 10.0 Ft. 28.0 Ft. k FC
3 Room isioms,Ft. 0.0 x 0.0 Ft 0.0 x 0.0 Ft. 0.0 x 0.0 Ft x Ft
4 Ceiing Condit.Option 6.0 heat/cool 10.0 1,'-at/cool 10.0 heat/cool
TYPE, CST RTM Area Btuh Area Btuh Area Btuh Area `i BWJ%
EXPO: I: NO. Htg Clg Length Mg Clg Length Mg Cig Length lltg Clg Length In -`k Clg
5 Gross .- a 12C 3.6 2.0 48 ww+v v+++ 10(. ++ww wwr+ 100 wwrr wwvr atti agar
Expose b 14B 5.8 2.2 0 Q rw+w ww++ N+M�' awwr
Walls C 12H 2.4 1.9 0 twry r+wr 0 +++w vwww p wwwr vwww arta rwia
Partitic• d 13C 1.4 1.3 Q vwww wrwr Q +www wwra 180 wawa isrw tats_.; qrr
rr.
e 13H 1.1 0.8 0 rrr4 iris 0 ivww issr p riwi wire trt�_ erre
f 0.U 0.01 0 **** **** p row 4iiw p wr4r rirr ►aa, erre
(> Wtndc�� +ncl a lI 38.2 ** 5 191 *«** 20 765 vwww p p weer :- arwr
#"
Glass b 8F 38.2 ** U 0 **** U p rrwr 36 1377
Heathnp c 9H 22.0 *« 0 0 *«ir Q p vwiw p Q rwwr arra
d 7L 26.0 *« 0 0 wiw4 0 0 iwwr p p wwrr + rear
e 0.0 ** 0 0 wwiv 0 0 r4wr 0 p raver �i�." rwwr
f 0.0 «* 0 0 w++w p wwvv p Q rrw+ " pw1
Ili
7 Windo d Notth16.0 0 wwwr p 0 +rri p p wwww p tsar
Glassy NE/NW 33.0 0 rwir p 0 +rri p p ewer p atq
CooGr.: E1W 46.0 0 rwvr p p iwww p p wwww p aaq
411
SWSW 40.0 5 **** 200 20 *'** 800 36 ""** 1440 tw+.
South 0.0 0 wawi 0 0 r+iw p p ivrr p aqt.
k.
HOR 0.0 0 waww p 0 iris 0 p Wrww 0 ata►.
31
8 Other d a 11E 7.6 4.30 0 0 0 0 0 0 0 0
6 10A 22.4 12.7 0 0 0 0 0 0 0 0 0
9 Net a 12C 3.6 2.0 43 155 87 80 288 163 64 230 130
Expose• b 14B 5.6 2.2 0 0 0 0 0 0 0 0 0
Walls c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0
I
Partiti" d 13C 1.4 1.3 0 0 0 0 0 0 180 243 227 a�,
0 0 0
e 13H 1.1 0.8 0 0 G � 0 0 - .
( 0.0 0.00 0 0 0 0 0 0 0 0
1I
10 Ceiling- a16G 1.3 1.4 98 63 68 160 211 227 144 190 204 '
b 16D 2.1 2.3 0 0 0 22 97 50 28 59 64 144
c 0.0 0.0 0 0 0 0 0 0 0 0 0 d
a.
I1 Floors a 22A 32.4 0.0 6 194 0 10 324 0 28 907 0 .
b 20G 2.8 1.1 0 0 0 0 0 0 0 0 0
c 0.0 0.0 0 0 0 0 0 0 0 0 0
F
12 Infiltration a 65.1 12.9 5 325 64 20 1301 258 36 2342 464
13 SubtotBtuh l,oss=6+8.,+11+12 rwwr 929 riww wrwr 2936 ***« **«* 5349 *rww rrww arra
14 Duct Btuh Loss 5°i 9 6 **«* 5°.% 147 *«** 5°/ 267 rwrw r/ req
15 Tota1131uh Loss=13+14 «""* 975 **** *«** 3083 **** ***« 5616 •**« rw*+ erre
16 Int.Gains. People @ 300 0 rwww 0 0 wwvr 0 0 wiir 0 tats
App1 (per 1200 0 iwwr 0 1 +wwv 1200 0 wwvr p test
17 SubtotRSIICrain=7+8..+12+16 *rww ww+w 420 *www wrww 2697 arwr wrri 2529 **** • "
ti 18 DuctBtuhGain 10% rwww 42 10i wi+r 270 100 wwww 253
19 Total RS13 Gain=(17+18)*PLF 1.00 *«** 462 1.00 **** 2967 1.00 ***« 2782 asst
20 CFM Air required r«w* 31 26 wivw 98 168 ***r 178 157 rwww
A
z
Printout certified by BCCA to meet all requirements of Manual J Form
,I
MAR SHOWING TREE SURVEY OF
LOT 6, LESS AND EXCEPT THE NORTHERLY 10 FEET, BLOCK 199, TOGETHER
WITH THE NORTHERLY 1 /2 OF THE CLOSED R )AD LYING SOUTHERLY AND
ADJACENT TO SAID LOT 6, ACCORDING TO THE PLAT OF
�T[� ilT°a� ��� 1
SET°COt�
"V-1 s'�ECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT
PUBLIC RECORDS OF DUVAL CO JNTY, FLORIDA.
KEVIN BENNETTPEKlJZOLIS Scl(Z(ACE
„ H«a5� 3z' X �3`= 7A1toF
1 Z '_ ,2
, b X O 3 0
v � 9 0 ! I� � (AjAcn
ffT w�rREEr3'XG5 165
A/� Pao 7
-- --- (50' R/GHT-OF-l�Y.4 Y� Pow i%f`;t g 8
Vl
c o 7- 60'A (Oz' 6!z0
APPffF vrm Z,
CITY OF ATCANTIC BEACH t co
SUILDIF OFFICE _XA!'-^tn ,- Ocy+ I u
O
�� BLOCK 199 I o u
Cl
gy, 102.00' (R) ( m
94-
y, p OAK
"tet
7" 32" � ® OAK
t 0 ®Y OA 14"
® PINE8• 77"
I 10' K OAK
VAIK �3',_� ' (2 3'(1)5'J,2)7"
OAK co
5"
/ 0 ►-Y
`Q O O O
LOT 6
®
'�. � BLOCK 199 (2) " � CoA 8. m
OAK t� K
> ® - QAK OAK 0 K
� 3" A A'
BAY 7" 9-
D OAK 29"
>- SAY l l It$
24. e
< OAK
<Z
Q
a10,2' (Ji)
L N
.9r PLAZA
(50' RIGHT—OF—WAY
CL O5EO BY OIMNANCE 65-84-10
C Y
GENERAL NOTE
ss
J Tr s 1. BEARINGS ARE BASED ON N/A
o -- russ russ ype - Qt-Y-- wry +
9800219 T13 ROOF TRUSS 1 1
TRUE TRUSS'ING.,JA L.-32226---- - snus nes,Inc. Fn NovT age f�
71-4- 4-3-8 4 4 9-0-0 12-2-4 17-7-2 23-0-0 26-6-5 32-0-0 33-4-Q
- I '
1-4-0 4-3-8 0-1- 4-6-12 3-2-4 5-4-14 5-4-14 3-6-5 5-5-11 1-4-0
5x5-
2x41i 3x4- 5x5=
6.00 4 -- 5 T2 6 7
3x5,�- 3x4
1�/W4 W5
3 ; W8 8
TW2 W1 fi 1
W6
M9 M
+1 2 17 16 6x8= 1
0 6x6= 3x4= o
3x8; 14 13 12 11 4x4=
2x411 6x8- 3x4= 1x411
3.00 rTZ-
4-3-8 9-0-0 12-2-4 17-7-2 _23_-0-0 26-6-5 32-0-0
4-3-8 4-8-8 3-2-4 5-4-14 5-4-14 3-6-5 ;5-5711
Plate se s(X,Y): [4:U-2-8,0-2- , , - ----- —
LOADING(psf) SPACING 2-0-0 CSI FL (in) (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.42 ert(LL) 0.26 15 >999 M20 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.37 14 >999
BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.20 9 n/a
BCDL 10.0 Code SBC/SBCCI 1st LC LL Min I/defl=240 Weight: 178 Ib
- ------- - --- -------_.__----
LUMBER RACING
TOP CHORD 2 X 4 SYP No.2D P CHORD Sheathed or 2-10-8 on center purlin spacing.
BOT CHORD 2 X 4 SYP No.2D B T CHORD Rigid ceiling directly applied or 5-2-7 on center bracing.
WEBS 2 X 4 SYP No.3
REACTIONS(Ib/size) 2=1256/0-3-8,9=1257/0-3-8
Max Horz2=-97(load case 2)
Max Uplift2=-636(load case 4),9=-638(load se 4)
FORCES(lb)-First Load Case Only
TOP CHORD 1-2=16,2-3=-4075,3-4=-2388,4-5=-24 1,5-6=-2481,6-7=-2024,7-8=-185 8-9=-2115,9-10=16
BOT CHORD 2-17=3708,16-17=3483, 15-16=2115 4-15=53,5-15=-226,13-14=0, 12-13 1647, 11-12=1876,9-11=1876
WEBS 3-17=993,3-16=-1403,4-16=463,4- 5=534, 13-15=2060,6-15=552,6-13=-5 7-13=493,7-12=270,8-12=-285,8-11=87
NOTES
1)This truss has been checked for unbalance oading conditions.
2)This truss has been designed for the wind ads generated by 100 mph winds at 15 ft above gr nd level,using 5.0 psf top chord dead load and 5.0 psf
bottom chord dead load,10 mi from hur' ne oceanline,on an occupancy category I,condition nclosed building,of dimensions 45 ft by 24 ft with
exposure C ASCE 7-93 per SBC/SBC If end verticals exist,they are not exposed to wind. If c tilevers exist,they are exposed to wind. if porches
exist,they are not exposed to wind. a lumber DOL increase is 1.33,and the plate grip increase 1.33
3)Provide adequate drainage to prev t water ponding.
4)All plates are M20 plates unless erwise indicated.
5)Bearing at joint(s)2 considers rallel to grain value using ANSI/TPI 1-1995 angle to grain formula. B 'ding designer should verify capacity of bearing
surface.
6)Provide mechanical connectj6n(by others)of truss to bearing plate capable of withstanding 636 Ib uplift joint 2
and 638 Ib uplift at joint 9.
7)This truss has been desi ed for both TPI-85 and ANSI/TPI 1-1995 plating criteria.
LOAD CASE(S) Standar
OPT
-77 Yu`I
► ri "LP TION CROSS SECTION ;rt
OLA7JN0 N N N1ND-ORNE DEBRIS�EgON
• TEST N4 SBC-350-011 ON OCTOBER 12,1995 INCLUDED CLASS MNDOWS N THE tr
DOOR BEING USED. THE TEST PRESSURES WERE+46.4 PSF AND-54.7 PSr. BY
25 GA.MIN EXTERIOR SKIN CDMPARISION•EIGHT(6)11•X 16-1/2'CLASS WINDOWS MAY BE INSTALLED N THE T)
w/G-40 GALVANIZATION TOP SEC71ON OF THE 16'X r AND 15'X W MOOD.600 AND MODEL 950 DOORS
DNxDFram1 MNDOW FRAME
�'1 2• 12 GA.CALV,C(0)N.TOP ROVER BRACKET W11H UV PROTECTION OPTIONAL Dsae INSERTS ► 3I32 � �`�
17 ATTABOLE'I W/J29R5/16'x 1-3/4• WiTM Vv PROTECTIONLAG .1
ADJUSTABLE SLIDE BRACKET ATTACHED .. ....
W/(1)1/4'X 1/2'BOLT t NUT PER BRACKET
DR
3• 20 GA.STRUT
ATTACANDHED W/(z)5/16•x 1-3/4'LAO BOLTS PER END STILE (P DED INSIDE FRAME
It' SCREWS AT EACH INTERMEDIATE 3/0 AD STILE AAN HEAD SCOW FRAME
r0
1s-1/2'
1-1/z•i 2-5/0'X20-i/2''
SOUTHERN YELLONI PINE SPLICE TR//ADxs AT 7HT3 LOCATION
�. BEHIND ALL ENO SIM W/(4)lT0*-20 RAC(�5/E6B fTS
JAMBVATHDIA .x 1 m
14 CA.CALV.STEEL LAC BOLTS -
li r ROLLERHINGE ATTACHED
EIN` N4
HX HESCRES
AND
O W/(2))S/16• 1-0/4' 5/16•DIA.i 1-5/6•LAG BOLT
LA0 9OLT5 PEA ROU ER MINCE AT EACH JAMS BRACKET
! � r
SSPP - r4:.
STRUiSC D< r `
`L 12 GA.GALV.STEEL W T'
• � JAMB BRACKETS W/1/4'-20
S TRACK SPUCE SOLT
(4)mp/url HANDLES E .
I.V.STEEL " ATTACHED W/(2)1/4-20 X 2 1/2 2'GALV.STEEL TRACK
R ATTACHED BOLTS AND 1/4 X 20 NUTS TRACK THICKNESS: .063•
SC1ER3 PVt MINCE _
BBRS
BOTTOM BRACKET '
fA.CALV,STEE1 ATTACHED W/AIX i 3J{' A
RLI�U7E sTl� HEX HEAD SCREWS AND
W/(1)3/16•W 1-3/4•
'
V, LAO
LAO BOLT TRACK CONFIGURATION FOR 6'6'UP TO W TALL DOORS
TIONl CWT.ALUM.EXTRUSION JAMS BRACKET LOCATIEINS NA)f X SIZE
�•I •• ' 1
W/CONT.VINYL ASTRAGAL A 16 8
H C D E S
2 SEION A-A (SIDE VIEW) 6'-6• 4 1-1/2' 39' 27 70' L� �, ; LV
:A 7'-0' 4' 1-i/2' 42' 63• 6' +243 PSFION
� ... O
s.--.. 7'-6' 4• 18' 36• 4 B2 E',• O
.. 26.3 PSF
8'-0' 4'121-1/ 39• 1 57• 75• 89 - \t7 \; ` •'�, N
+le-.r - TEST LOADS A'
+36.5 PSF - lq. • i LH 47 :M
-39.5 PSF. •1:: ;• yl...( ..
>L WOOD DAUB ATTACHUFNT TQ STRUCTURF
RATED FOR 100 MPH FASTEST-MILE AND iPOCW1CA11dfl A11D Wold ,••�~L.
N.
124 MPH PEAK OUST WIND SPEED 1.DOM AND RMOWARE WWL K OC OMM MA/WACILWd)
AND NKCTM MM 9TM 25 OS AS KI FORM NY.ron.
_•.�T SDtTrr Au1R.Tte•••••••fn WeCO.w.v SOW x•ttrr L DOOR KCWOMf ltVIJ.K b OA(.OT/'1 MIL 80.1/TIYd iY i '• ... ,
LXNT COA1dDAL alA17T'F, 0-40 04L AMIUTION
s/14'i r LA0 SG{'AS STMiRq 1'1f1CY[NM 7101 tr nn 1 DOOAs 11/70 Yr 1101 COMlST O(1)SEC•Id1i A6/NMI.
4.COORS VrIO rr NAN wwsl or 3 Attx)N9 A3 YgMt
nurvT to 7 em Pm enNorrW •VAROIITNO STRVCIM&1301011% ALL K 001Wm ' "I.r 1 t t r T 1 • -
A /SLA KMx R0.i 3• 1.•STAR 9'FROM D1Ds 71d 34'O.a BY A AMMED PROFOSK UL CNONDA FOR w LOAM
A' N0MAId ON MIS DRA N A00.T1W 70 OMd lDAD1101 EV DESCRIPTION OF REIASIONS DATE
MT SISI[AIIOER 3/tr It 2-31C 97ANYMD r FROM DW TAN SN as L IHE t1EWtee OF TUT00 WAS N m1RSTANTAL CONFOWNKR a.
MM 7K/ADC[DLA E OCSO M N ASM d30-/q AM 1K
RW/RANKY Ad N[M]/9'i O STMTNe r FROM Dos 7IKN 74'0.a SWUM BLROra CODE KCTON Igoe"NO LOAD DCS*I O117EMA A COVERTED DRAMNC TD NEW FORMAT {/23/02 Du
IM AK, Am MM CN MC DRAUNN WM CALLMLATED U 0
` . N]lTG� ..w An.ON•JR Tr F-tb�Ix'Y TK F0.1.D'AWW PA`AWM= Arftarr
HLW A.0-2MA AMb3/9•X 3-3/4'STAXTIO{'IMM DAM 11"1B'&C. A NAM WIN)m•tID Or too MPr1(FAST6T-I Lo
T/RAMy7 TAAOd 1/4'1 3-31C&TARIMO r r"A DRM VK PARS Or 6 DOOR CW K MSTMld AIM 9 RCT or DOORS MOM •• • •1 -
FAT10 (r APAITI AT r9'&t. NSOE M d4 SMF 155 CARRIAGE CCUR
KIrs T•MNSTON-SALEM N.C. 27103
.0W PINEa 13•MEAR ROOF NOWT AT ANY RXK
vaX ANO BOLT e—K ca-mem—To FAOVDE A nw WOW mRrFAFL a 1 FACTOR or IOL MODEL #'600 STRATFORD
L CO-OSU E MTM Or C MODEL 950 HERITAGE -
. _.. TImAMIrd.Q NICO,MEDS IT 0"" 7. PCM W"MND VM OF 114 TIPI1 MM E rIXT Or DOORS MOM
Wm TK EDOE sw DWIAA2 R w OR LESS MEAN ROOT NOWT SIZE DRAWW BY AAE DATE 07/23/96 CRANING NUMBER
PER INC FOC AND ASOE 7-0l
' B ECKED SY ME I DATE 04/23/DI FU-S7Q-OOt
AX DOOR WIDTH.16'0'
I`I 20 CA.GALV.STEEL 25 CA.41N EXTERIOR SKIN K
/—INIERUEDIASE STILE OPTIONAL jiLAZINC G-40 GALVANIZATION
(5)STILES PFfi SECTION 41N.S/]2 TOCK 558 /
i2'r
tD-1
/2• :A
e'o• a•
7'0•
15-t/1'
14'
T.
•S
•' E
y 14 G
7 R ,Q
r Gj I I I I HC/X"(_F
��—eORs ''i'� �i�`A tai
BTL.BKT.
4•p• rr 2'0' z'o• 2'0• 4'0' r
?�V?s" INSIDE ELEVATION ;�84s°`
1-1/2'a 2-s/B•. 20-1/2' (4)S7EP4
SOUTHERN YELLOW PINEj:RI
1 CA CALY.STEEL 14 GA GALV.STEEL Bm s AN
BEHIND.LLL ENG STILLSLLER HINGES ATTACHED WTR.HW CES ATTACHED
/(4)1/4'X 3/4' w/N)Ifo'■S/4•
EX HEAD SCREWS AND HEX HEM SCREWS PER HINGE
,
- /(2)5/16'R 1-3/4•
7/16'DIAAO BOLTS PER HWOEBOLT RETAINESBRS
BOTTC4
2D GA CAM STEEL ATTACHE
20 OA.CALV. INTER4EDIATE STC1 HEX HEA
20CC CND STILL 7 BALL STEEL ROLLERS \ W/(1)!
W/5•ROLLER STLUS `�001
TYP. ROLLER HINGE S1 TYP. HINGE CONNECTION Sl_ W/T.
2 SECTION_A-A (SIDE
0 CA GALV.STEEL
;',.,:... ]/4•yu� STOP MOULDING 1-t/Y.2-5/e'K 20-1/2• No S� WOOD )AUR ATTACHUFNT TO Ot
W/fTEX,BLE SEAL SaJIHE IN YELLOW PINE RATED/OR 1W MPR FASTEST-4111 AND
(SUPPLIED BY INSTALLER) BEHIND ALL ENO STILES 124 MPH PEAK DUST WIND SPEED
20 CA.CALV.STEEL
WTERUEDIATE STILE
' ".':,; xa�r.';�•.n.nwrvx m roe rx.ur ttesnec
yl••K Y LAe Imn:K nA+ttwc r r.a o4ot n1w w
=1S,.' n•'2f41C m=DOC•e cnlanr
(1' !16••DIA.a 1-5/a'— - MLP.—•a�TAS/4•I Y FIAAIMa••IRY MOF 7N0 R' .
1✓ 10.T ATTACHED 10 JAMB NLn 7.W4 Ate;]/R'1 7-4/4'FIA•iwa r nm a
Ai BRACKET rtv/1-50 mcI WC a/r R 4•zuft. r not Op 1
7/16'01A rw m r.•o tern
A ACHED W.JAMB BRACKET T GALV.STEEL TRACK BOLT R ROLLER
MLII " ""•CHM 3 ,
ATTACHED W/ 1)1/4'-20 TRACK TFIICKNCSS.063' (1)PER ROVER IYII T4IIYC AMOOi 3/r R 7-7/4
ifM7.10 r/ROY q
TRACK SPLICE DOLT!NUT 14 CA CALM.STEEL R'1/RAYYY 10Ca4,/P%7-7/4'ITAR11MR r MON DLR:
14 CA MV.STE R NIN�Ei A/1'7AOiED 2 X 5 SOUTHERN YELLOW PINE rAFTPd3M ArARD AT v'LLC
s W//TR MINCES ATTACHED H X 4 7 4SCREWS ANO - (N0.2 OR BETTER) LL6�p�ti CM R[m..wTOtstwc 10 rROK+[A/LYM
HCX(4)T SCREW$PER HWCE W (2)5/i6'K 1-3/4' T ,AAIwm ar warn—oIii n arms
LAG 1.1X.15 PER I–V
MOUNTING DETAIL
7,y?
-DOOR'WIDTH., I/4MAX:SHIN SP xu
r++N SHIM�AS-REIQ'*' 'INS7ALLATION.ANCHOR a, A ,'3 a Y NSTALLATION;ANCHOR
e ''. x ISEE'NOTES) ft8 SCREW : 1 3 �,,.t tWO�Ht�+W�JD
fit. 1-I/e 'MIN s 11HY OTHE2S _ � ) t 8�
CAULK BETWEEN � S I`'i i - EMBEDMENT _
CAULDOOR FLAptGE Y�. _ i�TW3 O EY WOOD
t's: TWO BY WAD i'lT,Z`?E'JCSLIDING�GLASS YIAJ�L/53 E#1A rl; r i 1�1AL7 7 f t l: '�t ;"4'=-' I T 3'
L:SHEATHING-_ T rn , BY OTHERS -
4" !. { _ #*BY OTHERS: C T'7z?7t+ n-DOOR-FRAME
.r�JAMB �Q_ b ry I CAULK BETWEEN
_ r
a t HOOK STRIP L
r. t.
SHEATHING
` 1/4' MAX. SLIDING GLASS DOOR
SHIM SPACE HOOK STRIP
SHIM AS SEE NOTESRE
-
I
1-1/e' MIN 1-1/8' MIN. -
EHBEDMENT EMBEDMENT
INSTALLATION ANCHOR
N8 SCREV
SLIDING GLASS TEMPERED GLASS
DOOR FRAME (TYP.) CAULK BETWEEN
HEAD - — -- _ -- DOOR FLANGE
- SHEAT I -
L, N NG SHEATHING
t ? ' BY=OTHERS
TEMPERED GLASS
D E (TYPJ -
GLASS E: PERIMETER I SHEATHING
TEMPERESLIDING GLASS DOOR STUCCO OR SIDING
-CAULK-BY '—_- - BY OTHERS_ ---INTERLOCK :r _. BY OTHERS -
DOOR
1 ;OTHERS. 4 STUCCO
HEIGHT. _ OR SIDING HOOK STRIP DETAIL
-B - -
'SECTIONNOTE
B`B Y `OTHERS
f s I 1) .DOOR MATERIAL,ALUMINUM ALLOY 6063
2)-_K8 INSTALLATION SCREVS-MUST BEErSUFFICIENT.LENGTH TO ACHIEVE HM EMBEDMENT-
OF 1-1/B' INTO WOOL TAPC[91 TYPE INSTALIATZON ANCHORS AT Slat MUST BE OF
SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE
3) INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET.-.. .-
4) USE SILICONIZED ACRYLIC CAULX BEHIND Det FLANGE;AT HEAD t JAMES.
5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR.
- ! / 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART.USE ANCHOR QUANTITY LISTED VIT'H NEXT
/ LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'A
7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINISHED OPENING.
PLACE INSTALLATION ANCHORS, IN FRONT OF HOOK STRIP AS SHOWN.
B B B) .GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 GLASS CHARTS.
9) DOUBT UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS.
10) JAMB / SILL CORNERS ARE TO BE SEALED VITH A SMALL JOINT SEAM SEALER.
° 11) SHIM AS REQ'D. AT EA SET OF INSTALLATION ANCHORS. MAX.ALLOVABLE SHIM STACK TO BE 1/4'.
12) ALL INSTALLATION ANCHORS MUST_BE MADE OF CORROSION RESISTANT MATERIALS,
A 13) WERE 'X' REPRESENTS HAVING PANEL AND 'O' REPRESENTS FIXED PANEL APPROVED
- CONFIGURATIONS ARE AS USTED;ON ANCHOR CHART ON BACK OF THIS SHEET,
14)-;NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHDWN ON THIS DRAVING,HOVEVER INSTALLATION -
EMBEDMENT ,
EXTERIOR E L E V A T I❑N SECTIONS 'B-B' L HUK STRIP DETAIL APPLY TO INSTALLATION 13F ALL APPROVED
4 .-:..a • 'i-1/4' MIN.... 9UtLDiNG P�rysq ` CONFIGURATIONS. .
p RLVIE��ED � 8OR SHOWN is) FLORIDA0EXTRUDERS IpOD.SERIES SLIDING GLASS D[XBI IS SHOVN. THIS PRtRT ALSO.APPLIES TO
• n r n 2000 SERIES AND 500 SERIES.
° CODE COMPLIANCE
PLY KEEP THIS PLAN ON JOB
ER SILL
IN BED INSTALLATION ANCHOR APR 2 5 2002
3/16' DIA. TAPCON FLORIDA EXTRUDERS
SECTION A-A BuLA'
oning Insp,110 'iti-lax.,fL. � NT. INC. SANT ORD FL.
Tl=:SLIDING GLASS DOOR 500,1000 & 2000
I�GINSTALLATION WITH #8SCREWS
BC CHAPTER 17 SECTIONS:1707.4.4.1 FOR
!:REMENTS AND 1707.4.2 FOR MASONRY, ORLA M, a_32429 DRAWN BY:BS APPROVED BY:
4ER, STRUCTURAL-SUBSTRATES, MARCH.1, 2002 �- FLA PIE UCENSE Na.4117=
..=,e.rr.. ATF: I?i17/nl--. SCAT.F.• nWr y--. .,.-
. ;#8:�'SCREW� JNSTAI!JTA-NON. ANCHOR-CHART
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UP TO 46 PSF T❑ 61 PSF TO UP,TO 46 PSF TD 6! PSF TO UP,TO 46 PSF`70 61 PSF TD 4' i r 0 i ` a �
A1i1F SIZE , = ?;i ",{5 PSr 60 PSF 70 PSF: 45 PSF ":60 PSF. 70 PSF l `45 PSFE'' "60 PSF 70 PSFc� ,i.,'� ,...:'\ ;+�.
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120 X 80 . - 8 - 8 8 4 4 4
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96, ;:9 96 _10 _ 10 j c, SO x� 10 10 ". `y10 1 5 5 5 f
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60 'X 120 - = 6''.' : 6 . 6 12, , 12 12` t 6 T 6 ,, 6 y rTw '3\S
72:-X--120., 8 r 8 8 90H 4A 02ra s �pj12 12 1 6 ' 6 7 T/+3M43Bk3 m
96 JX 120 T. �" _ 12.�-. �12 'r `12 �. 6 i
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• .t
109,1/8 X 1201T� \.=121 12 12 max)'% 1 12 12 5 7 8 r :
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:191"5/8 X.96 ]8, r +. - . 10=.,., n- 30 10 5 5` 5
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143 5/8?X�120,r nc ;14 x- s:14,K ,�-14 12. ;- 12 '. 12-. _. 6 7 _ 8
191',5/8 X�120 , . :: .18 18 , :19�. . ''-12__ "- 12:. i2 6 7 8
- •� z..-; 12 1� 12 yr ..._.12 zw :�r -=
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.189'1/4X.:80. ` 16 16 16 -8,T� ��8 8== —4 .L 4 _ —4 �1 ANCHOR NOTES, < .
11411%4_X-'9&." ":'ia -is T` '14 c' 10 ° '10 ''' 10 07 10x' 15 r. w'S ' ;n T{5 .._ _1)�OR?MASONRY_OPENING�W/TWD Bl' WOOD
169 1/4 X 96 16 16 6 ` 10 10 10 5 5 '. 5 BUCK USE SAME ANCHOR. QUANTITIES. "
117 1/4 X 120 12 12 12 12 12 12 5 7 8
141 1/4 X 120 ._._...14 _ - 14, 12 12 12 5 7 8
189 1/4 X 120 16 16 19'. 12 12 12 5 7 8
EXTRUDERS,
FLORIDA
s INT. IN. SANFORD, FL.
t
m"?.SLIDING GLASS DOOR .,T
".X.lINSTAL ATION' ITH
L W 318 SCRENS-1 u .
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�7r"1t`{:ft�.y,'J,�f3:1.i1►5 :, *10
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r sscear+o rxu N.T SlFLEX0027
ORLAA
. `.w>of s.-.:..iJ_.a....u..nias...iaMrs+r....ks.-.k,w.,::.,-v:Niit+si�irr+.A s.+aw•:-cam .,:_, -, .. nA K.LlWl"h0—49734 mI"MD::
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SHEATHING ---VLNDOV VIDTNMAX.
1_ tI4'
8T
OTHERS. 1 MIN SHW SPACE
T KEN EMBEDMENT
' FIN t V000 FRAMING V00D FRAMING
BY OTHERS _ _ BY OTHERS
N
SHEATHING
$HIM AS REOD BY OTHERS
(SEE NOTES) .
1/4'MAX. 1
—SHIM SPACE - - GLAZING -
(SEE NOTE 6)
INSTALLATION
ANCHOR
'ER BUILDING PUNS IXAMINER SCREV�B
)LK ...
.RS REVIEWED FOR CAULK BETVEEN
FIN TYPE CODE COMPLIANCE EXTERIOR VMDOV FIN
- VLNDOV FRAME KEEP THIS PLAN ON JOB a SHEATHING
SECTION- B-8 EXTERIOR FINISH
APR Z S ZOOZ - FIN TYPE PERIMETER BY OTHERS
V1NDaV FRAME CAULK NOES:
p%lft;Wcf4imE- , : HY aTIHERS 1) IIEARg10 SfaM.W1)(.ALLOWABLE SMI1ASUCK TO BE 1/4.
SIC-
GLAZING - 2)WINDOW FRAME MATFNIAI-ALUMWUM ALLOY 6063.fS¢£NOTE 6) - . S)INSTALLATION ANCHORS MUST BE OF SUFFICIENT
EXTERIOR (flCdfT VIFlDOY VIDTH _ LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1'
INTO WOW FRAME.
- _ - A 4)USE SIRX)EZED ACRYLIC CAULK FOR PERIMETER
SEAL AROUND EXSERIOR OF WINDOW FRAME -
:..-5)USE SYICON=ACRYLIC CAULK BEHIND WINDOW
/ 6)GLASS TiAcxNESS MAY WRY PER REQUIREMENTS
OF ASTM E13W LASS CHARTS.SINGLE GLAZING
5 SHOWK INSUfATk/G GLASS ALSO OUAUFIEO.
VINDDV 7)FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE
FIN TYPE THE SHOWN.%INDOW IS THIS PRINT ALSO APPLIES T:
VVMOV FNTAFE 1 T7#FLORIDAEWwEXTRUDERS 1000 AND 1750 SERIES
PICTUREWal00W.
TER B B 6)SPACE INSTALLATION ANCHORS AT 6-MAX.
=
-/ILK FROM CORNERS AND MAX 24'O.C.DESIGN
$RS PRESSURE CAPACITY OF INSTALLATIONS,WITH
ANCHOR SPACING AS STATED..IS 70.0 PSF FOR
.:
ALL AWRABtE SIZES UP TO 73'X 71'OR
.RLv A 63'x 9s'OR tta'x 37-3/6'MAX
t=LEVATION 9)WINDOW`NAF CAN BE MIA TO OTaN UNITS
(!SING ALUMINUM TUBE MULLION.SEE MULLION
SHIM AS REO'D, VIEWED FROM EXTERIOR INSTALLATION SHEETS FOR REQUIREMENTS.
1/4'FLAX COMPLIES VITH FBC CHAPTER 17 SECTIONS 1707.4.4.1 FOR
- .(SEE NOTES) ANCHORING REQUIREMENTS AND 1707.4.2 FOR MASONRY,
WOOD FRAMING CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1, 2002
L
VN rwv t t HIN 91"By EXTRUDERS BY OTHERS INTERNATIONAL. INC
SHEATNINNING EMBEDMENT SANFORD. FLORIDA
SHEATHING - E� TIT19-INSTALLATION DETAIL W/ HD WOOD SCREW
8Y OTHERS Q FIXED FIN WINDOW — SERIES 1000/2000
SECTION A—A N+vNKc I *�+ Pc DRAWN BY:B13 APPROVED BY:
-L E'er.wtm DATE:1 1'J/02 SCALE:ti. T. S.DeO.:FLEX0030
TNG r TWO BY WOOD
ERS x ..-8Y.OTHERS . V4• MAX
1 —WINDOW WIDTH
TVO BY WOOD IN SPACE VEINDLK CCN
OW FIN
"Tt'I: BY OTHERS L SHEATHING
�V��hN,ifD,r.OrYt VID H •SHIN AS REO'IL
IIA'f WC• _"��__. : 24' (SEE NOTES)
SHIM SPACE
•. (TYPJ'-• tA
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(SEE NOTES) HEIGHT /r' SPACE
AF _
'- (TYPJ
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7
WINDOW FRAME G. MgX•J
f- HEADER 24 O.C. A MAz-i ..
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of,pT +
REVIEWED FOR
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Al t r ` PERIMETER
C.ODE COMPLIANCE'= 6 MAX. PJ (SEE NOTE 7) CAULK SHEATHING
KEEP THIS PUtM ON IDs •8Y OTHERS'; BY OTNERs .
'>r� '•s .T,y _ FIN TYPE VIMpIW` STUCCO OR _
APR.2 5 2002 FRAME JAMS, SIDING BY
ANCHINSTALLATIONe SCREW
( f
I '�`�, «B1a+a zgRII Ined;oa o •IaI:.Ft
SECTION B-8
. i - _ 1)SHNI,AS-REAJO.ADJACENT TO EACH NSTMUMM M40M MAX.ALLOWABLE SHY STACK To
BE 1/47.
MARBLE SILL 2)W04 MI FRAME MATERIAL:NIBAABL AUDY GOO& .
3 STOOL BY - 3)INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH.TO ACHIEVE MIN EMBEDMENT OF 1'
I .. -( a�}:•`TI -# f w.OTHERS - INTO W000 FRAME MEMBER.
R .Y 4 USE SILICONQED ACRYLIC CMAX BDIIND WPAM FN AT HEAD.SIJAMBS.
L k
a ' �••:`." - q` S�USE SIUMOM ACRnX CAL"FOR PERIMETER SEM.AROUND EXTEPoOR OF WINDOW FRAME
PIZ1/4'SHIM 6)GLASS THICKNESS MAY VARY PER THE PEOUVtEMEMTS OF ASTM E1300 GLASS CHURLS
MAX. 7)INSTALL NSTAIIATKIN FASTENEIm AT B'MAX.FROM CORNERS AND MAX.24'0.C-OMM
��•- PRESSURE CMAdiY OF*wAL1ATKINS,WITH ANCHOR SPACING AS STATED.IS 70A PSF FOR
ALL AVAILABLE SIZES UP TO 7Y X 71�MAX
f COMPLIES WITH FBC CHAPTER 17 SECTIONS 1707.4.41 FOR
SHIM AS REO'D. ANCHORING REQUIREMENTS AND 1707.4.2 FOR MASONRY,
(SEE NOTES) CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1,2002
TWO By SING`• •• 1•MIN. � OOD
BY OTHERS 1 �r�l REV DESCRIPTION DATE TNI INTERNATTDNAI, INC
-ERS OIBCDHENT FLORIDA EXTRUDERS SANinRD. FLORIDA
SECTION A—A
TTT INSTALLATION DETAIL W/#8 SCREWS
HORZ. SLIDING FIN WINDOW — SERIES 1000
FIM7AAw M1 mwff L A cam fL
1a1 SUI.GD.Z MA)' DRAWN BY:BB APPROVED BY:
ORLMM FL 32ep.rYm DATE i 2/17/01 SCA!E:N. T. S.DWc.: FLEX0028
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WINDOW FRAME,
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WIDTH CAULK NB %v= SCREW
_ —
BY OTHERS STUCCO
r k 1 1 tsti•. :�; _ I HY OTHERS
£ t t $UK-MNG PIANS e\- 6'
g_VIEWED FOR 4I,t ,+ I :: f- `+ SECTION B 8 r
} CODE COMPLIANCE
---KEEP THIS PLAN ON JOB _ 24' Dc I
MAX. (TY P EQUALLY SPACE
APR 2 5.2��2 1 °; WINDOW ANCHORS cTYPJ
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GLAZING (TYPJ ylidi0g Zan' g InsQection iv 3L,Flw- �y 1) SHIM AS REQ O.=AT EACH INSTALLATION ANCHOR r -
<SEE NOTES) i
MAX. ALLOWABLE SHIM STACK TO BE
Examiner g;�natu�, O�t� 2) WINDOW FRAME MATERIAL
ALUMINUM'ALLOY 6063.
3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT.LTH.
Lkenw NO A MAX TO ACHIEVE MIN. EMBEDMENT OF 1' INTO WOAD BUCK.
(7YP.) 4) ATEHEAO,OS� &ACRYLIC CAULK BEHIND WINDOW FIN
1 t, FIN TYPE i. 6' MAX. (TYP.).. -
WINDOW FRAME 5) USE SIUCONIZED ACRYLIC CAUL( FOR PERIMETER SEAL.
SILL -_ AROUND EXTERIOR OF WINDOW FRAME
ELEVATION 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART,
USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE.
ICAULKMETER MARBLE SILL VIEWED FROM EXTERIOR 7 GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF
CAULK - STOOL )
OTHERS BY OTHERS ASTM E1300 GLASS CHARTS,
8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN.
THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500
AND 2000 SERIES SINGLE HUNG WINDOWS.
4CHOR
CREW
TWO BY WDDD COMPUES WITH FBC CHARTER 17 SECTIONS 1707.4.4.1 FOR
BY OTHERS AN
REQUIREMENTS AND 1707.4.2 FOR MASONRY
' CONCRETE OR OTHER STRUCTURAL SUBSTRATES, MARCH 1, 2002
FLORIDA EXTRUDERS INTERNATIONAL,
SOFOIA
FIN SHEATHING ANFRD, RD
-+ING BY OTHERS I'MIN,
� TITLE: INSTALLATION DETAIL u/98 SCREWS
SECTION A-A EMBEDMENT n �h� PREPARED er,NOEWarJIwoaOso 0.E, SINGLE HUNG FIN WINDOW - SERIES 1000, 1500, L 2000
145+ wr<HwGauE WAY DRAWN BY:DB APPROVED BY:
111 fJJ"' Ota woo,rt 32828
FIA PE LICENSE N0. 40772
DATE:12/13/0; SCALE:N. T. S. DWG..FLEX0026 SHT I OF 2
�� �t � ,y,y.,,,'r.,,`w, . .. r v...ri. s•: ,. ;�4 e 8 w1411
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� - INSTALLATION, , ANCHOR CHART
1. 'm
',::;QUANTITY IN �Z'',` ' -'` QUAN1111r; N'
STF A7�x� :Y :� T
CALLS 1NIND�OW HEAD; &" SILL
EAC H° ►MB
f, r.
SIZE ' ,SIZE
�- T..` '� �'UR TO' 70 PSF UP To ZO PSF .
2024 ' 23 1/2 X 27.1/2
T 2030 '"i ' 23 1/2 X 35 1/2 `_ 2 _.. 2
2038 d 23 1/2 X...43. 1/2
2040 :`23 1/2 X .47.1/2 r" 2'
{ 2044 ;} 23 1/2 X 51 .1/2 2 3 a :
2050 23 1/2 X 59 1/2 .Y� 2 3 w+
2060 Trl X23-1 2 X,71 ,1 2 � .k
1 / / y2., 4
2070 , .••
23-142 X 83 1 2 j:. :' ;i�. ;y . .2,... 4 `
2424 a 27 1/2 X 27 1/2 2 A~
2430 ,r '27 1/2 X 351/2 ' ; t'` 2 2
2438 1� <;.27 1/2 X'43 1/2 .3s i 2 la,2440 w ::27 1/2 X 47 1/2 \ 23
2444 27 1/2 X 5lo-1/2• 2`:... 3.-
2450
2450 27 1/2 X 54'-1/2,' - 2 3 r
Ku, 2460 27 1/2 X 71''1/2 - 2 .
2 27 1/2 X 83 1/2
2824 31 1/2 X 27,11/2 •_-4 a . 1} 2 �
2830 .31 1/2 X 35.1/2 � :wrr^ ,., t �2 ,.. 2 ;;','
2838 31 1/2 X 431/2 .2 3 '
2840 31 1/2 X 47 1/2 � 2 3 1
2844 31 1/2 X 2 3
i 2850 31 1/2 X 59 1/2 2 .3
2860 =' 31 1/2 X 71 1/2.:x: , Q 4 `�C"
2870 31 1 2 X 83 1/2
' �, �'
3024 35 1/2 X 27_1/2 ,y ,e fi ,�,t �, r.`I 1-2
3030 35 1/2 X 35;;1/2
3038 _ 35 1/2 X 43 1/2 ;: ,.xt<2 3
3040 35 1/2 X 47.1/2 .r: ;' r 2 3
3044 35 1/2 X 51{1/2 a ` �;y',2 :h! t 3 , ,�.."; A-
3050 35 1/2 X 59 1/2 zr c' «' u 2 3
4
3060 "35 1/2 X 71: 1/2 �;, {-1i,t ,� ti�-,�2: .• •>:. $ �'�
3070 35 142 X 83 1/2
�! 4 ...
3424 39 1/2 X 27'11 2.,.:1 `_,.;..;� :;, 3;: :, -
3430 39 1/2 X 35 1/2 ,r :3 2
3438 : .39 1/2 X 43,1 2 -�
/ /
3440 39 1/2 X 47; 1/2 " , „
344.4 39 1/2 X 51.,1/2 l,t tilt+. wcs
�r� ..3 , 3E, r
`
3.450 39 1/2 X 59 1/2 E r
3460 39 1/2 X 71 1/2
3470 39 1/2 X 83 1/2
3824 43 1/2 X 27 1/2 . : 3 . M
3830 43 1/2 X 35 1/2 .2✓
3838 43 1/2 X 43' 1/2 j' 3 3 .
3840 r' 43 1/2 X 47i 1/2 3' 3
1ST m 3844 43 1/2 X 51, 1/2 ?: i" s(;3' 3
3850 43 1/2 X 59 1/2 3. 3
3860 43 1/2 X 71,. 1/2 3,. 4
3870 43 142 X 83 1/2 '•�c ,r j �'
F
� , 3
•
4(,
4024
3 ..
4030 47 1 2 X 35 1 2 r '
t.
4038 � 47 1/2 X 43 1/2 (_ i.t :3 - .. 3
4040 47 1/2 X 47 1/2 3 3
<' 404.4 47 1/2 X 51 '1/2 3
4050 47 1/2 X 59 1/2 3'.. 3 ♦� '
4060 47 1/2 X 71 1/2 r 3 4h aak
1 4070 47 1/2 X 83 1/2' F r.'
PREPARED .BY:ROBERT J. M FORVO, P.E.
145.1 SUNNINCDALE WAY
ORLANOO, FL 32828
FLA PE LICENSE NO. 49732
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH FL 32233
C E R T I F I C A T E O F O C C U P A N C Y
P E R M A N E N T
Issue Date . . . . . . 8/11/03
Parcel Number . . . . . 171016-0000- -
Property Address . . . 1101 MAIN ST
ATLANTIC BEACH FL 32233
Subdivision Name . . .
Legal Description . . .
Property Zoning . . . . RES GEN 2 FAMILY
Owner . . . . . . . . . KEVIN BENNETT
Contractor . . . . KEVIN W. BENNETT
904 744-0747
Application number 03-00025727 000 000
Description of Work SINGLE FAMILY RESIDENCE
Construction type . TYPE VI
Occupancy type . . .
Flood Zone . . . . . . ZONE X
0 Approved . . . . . c,..__
Building'Official
VOID UNLESS SIGNED BY BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH FL 32233
C E R T I F I C A T E O F O C C U P A N C Y
P E R M A N E N T
Issue Date . . . 8/11/03
Parcel Number . . . . . 171016-0000- -
Property Address 1101 MAIN ST
ATLANTIC BEACH FL 32233
Subdivision Name . . .
Legal Description . . .
Property Zoning . . . . RES GEN 2 FAMILY
Owner . . . . . . . . KEVIN BENNETT
Contractor . . . . . . KEVIN W. BENNETT
904 744-0747
Application number 03-00025727 000 000
Description of Work SINGLE FAMILY RESIDENCE
Construction type . . . TYPE VI
Occupancy type . . . .
Flood Zone . . . . . . ZONE X
0
Approved . . . . . . w t - Ix
Building'Official
VOID UNLESS SIGNED BY BUILDING OFFICIAL
08107/2003 15:48 9042466495 WALLEY PAGE U1
"S Mayparf Rd., Suite 1
Atlantic Beath, FL 32233
404-241-3141
John Joseph O'Malley 1-800-881-0234
� Fax:404-246-6445
President
Licensed Real Estate Broker omalleyjax@aol.com
Date:
To: - 243
Fax No.
From:
Re:
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Number Of pages: „
(including Cover Page)
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I'q77/U. * jo/Lv /=-D,,elD
MAP SHOWING- BOUNDARY SURVEY OF
LOT 6, LESS AND EXCEPT THE NORTHERLY 10 FEET, BLOCK 199, TOGETHER
WITH THE NORTHERLY 1/2 OF THE CLOSED ROAD LYING SOUTHERLY AND
ADJACENT TO SAID LOT 6, ACCORDING TO THE PLAT OF
SECTCON "H" ATLANTOC BEACH
AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO: JANE M. BEATS,
STEWART TITLE OF JACKSONVILLE, INC.,
t] WATSON 6 OSBORNE TITLE SERVICES, INC.
N AND COUNTRYWIDE HOME LOANS, INC.
WEST mmy STREET
(50' R/GHT—Of—WAY)
1.a ion
ELEVA71ONS SHOWN ARE BASED ON N6VO '>9
THUS SHOWN (10.80) IN FEET.
in c-D
COT 5
BLOCK 199 0 0
I 102.OD' f'RJ I m
1`. 1/77PEVAR 1 a — 0.3 EXCEPTION/
tti . ASN7GSTAq an srxwR
t .aa� �
c_e ssae
03,
C a. 1�1 0.5'
...•.19.9' 28.3" a :s 30.7' 9
cow 4.4
V II-SrORY COW/NA Q W-
a: .F FRAAAE R£WrAACE a
M W1 1.5'.EA4£1; LOT 6
n NO. f10fBLOCK 199 h 0 L)
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19.6' c�
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o
cave. i0204' (Al) Le.s�ls
aORA/NALW 10.2 P (R)
S MW RAW.. A SLAW7 os
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V
61A I-NWAO J Uf a9EN 017N'.YI
PL A ZA
*CrVATS (50 R/GHT OF—WA
CLOSED BY ORDINr4NC£ 65—,v4-1D EASEMENT RES£RI/ED
_ .Y O AL 1100"We
Ja Rs 1.ANGLES ARE SHORN FOR THIS SURVEY
2.STUCUIRE NO. I11" SNOIMI HEREON IVES w11NN FLOOD ZONE_.x AS BEST
y. A-330CIATED SURVEYORS_ INC. DETERMINED FROM F.ED M.A.FLOW NMS PANEL NO. ±DATED04-17-19011,
3.TA&%-A-SURFACE St W4r ONLY.THE I X1EMT.OF.UNDERGROUND FOOTINGS.
LAND k ENGINEERING SURVEYS PIPES AND UTILITIES,IF ANY NOT DETERMINED.
W 4..URISDICTIONALAND ENIARONYENTALLY SENSITIVE AREAS IF ANY.NOT
r 3946 BLINDING BOULEVARD LOCATED BY THIS FURNISHEDIPTIONS
JACKSONVILLE. FIORld1 J22a0.. S PUBLIC RECORDS WERE ARCHED BY THIS LEGAL _SURVEYOR,FOR EASEMENTS.TIRE.
904-771-6468 COVENANTS OR RESTRICTIONS THAT MAY AFFECT THIS PARCEL.
O
CERTIFICATE OF Al1THORIZA710N NO. 6.UNLESS OTHERWISE STATED ALL IRON PIPFS FOUND HAVE NO IDENTIFICATION-
.s
.V. LB 0005488 7.NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR AND YAPPER.
I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEO /AY11l111ATFOplt
DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL O SET IRON PIPE OR REEIAR P.C.-POINT OF CURVE COVD= CMEREO
STANDARDS FOR LAND SURVEYING PttRStIAFfT (Y CMAPTER- • •-
ASSOC.SURVEY' OR L.B.5499 P.T.':POINT'OF TANGENCY ' CH=CHORD
61G17- FLORIDA AD IST TION COO C R 472. F.S. * FOUND IRON PIN OR PIPE (IP) P.C.C.. =POINT OF REVERSE CURVE
77 • FOUND CONCRETE MONUMEIR SC.Y.) P. C. =POW-OF COMPOUND CURVE
- _ _. .. .. X CROSS �(J�OR DRILL MOLE C/L .- CENTER LINE R/W=MGM OF LIMY
ORD (M) -MEASURED' 6-EaXCMEiE-- 9.T:= BUILDNHC TE
B. HATCHER FLORIDA C CA NO. 3771 (RR =RRAaus L ARc LENGTH A\C -NR CONDITIONER (E.TJ = EAVE TIE'
CHARLES L. STARLING FLORIDA CERTIFICATE NO. 4579 O.R.B.=OFFICIAL RECORD 60W ® =WATER MMR e, UTILITY POLE
RAYl10ND_'L SCHAEFE FLORIDA CERTIFICATE NO. 6132 O-Im-OFFICIAL RECORD VOLUME P.EO. -POOL EYIIAPMENT -CUY ANCHOR
P.R.M.=PFXIMIENT REFERENCE MONLAM -OA.---OWER.HEAD.UTILITIES.
Fsacm
N0. .37271 DATE OB-06-2003 8 R.L-BUILDING'RESTRICTION LINE X-X CHAIN U W( FENCE
E.T. -ELECTRIC TRMISFORYF3t k FMDW-W WIRE FENCE E.B.=ELECTRIC BOX
E: 1- - 20' DRAFTER J.EA. =.BGIt waa ELIL'm NMDNIY 1 0-0 WOOD FENCE ITN.=BETWEEN
Building,
Planning &
Zoning
Inspection CITY OF ATLANTIC BEACH
Department CERTIFICATE OF OCCUPANCY WORKSHEET
Date Requested: _
Contractor Name:
Permit #:
Property Address:
Legal Description: L4
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: X
Single-Family Residence
❑ Commercial
❑ Other:
r
Lowest Floor Elevation: / `:2-"-7 • �_
Required As Built
The following must be completed before issuing Certificate of Occupancy:
Department Date Notified Date Approved Approved By
Fire Dept.
Public Works
Planning Dept. ;5
Building Dept. 7 , _ O g _ r_ d LQ
Final Survey with FFE 5X' Yes ❑ No
All Re-Inspect Fees Paid MI Yes ❑ No
. '1 r1►'l rlvx
mss , CITY OF ATLANTIC BEACH
800 SENIINOLE ROAD
J rj ATLANTIC BEACH, FLORIDA 32233 t'
INSPECTION PHONE LINE 247-5826 `
Application Number . . . . . 03-00025727 Date 5/28/03
Property Address . . . . . . 1101 MAIN ST
Tenant nbr, name . . . . . . NEW SFR 1484 RAD, 1934SCHG
Application description . . . SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . RES GEN 2 FAMILY
Application valuation . . . . 120000
Owner Contractor
------------------------ ------------------------
KEVIN BENNETT KEVIN W. BENNETT
3429 GEORGE ROAD 4429 JIGGERMAST AVENUE
JACKSONVILLE FL 32277 JACKSONVILLE FL 32277
(904) 744-0747
-------------------------- Structure Information -------------------------
Construction Type . . . . . TYPE VI
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Sub Contractor . . SCHUMAN ELECTRIC INC.
Permit Fee . . . . 85 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
----------------------------------------------------------------------------
Special Notes and Comments
PROVIDE EROSION CONTROL DETAIL TO SHOW
HOW EXISTING DITCH AND CATCH BASIN WILL
BE PROTECTED.
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 85 . 00 85 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 85 . 00 85 . 00 . 00 . 00
U PV-nf t �+�, 3 Lri.) ,2 V
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED
UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. -FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-ISSUED ACCORDING TO APPROVED PLANS
WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
BUILDING OFFICIAL
HP OfficeJet K Series K80 Log for
Personal Printer/Fax/Copier/Scanner Information Systems
247-5845
Aug 112003 9:17am
Last Transaction
Date Time I= Identification Duration Pages Result
Aug 11 9:17am Fax Sent 96657372 0:39 1 OK
CITY OF ATLANTIC BEACH
f s:+ 800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
r!
�Diil
Application Number . . . . . 03-00025727 Date 5/28/03
Property Address . . . . . . 1101 MAIN ST
Tenant nbr, name . . . . . . NEW SFR 1484 RAD, 1934SCHG
Application description . . . SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . RES GEN 2 FAMILY
Application valuation . . . . 120000
Owner Contractor
------------------------ ------------------------
KEVIN BENNETT KEVIN W. BENNETT
3429 GEORGE ROAD 4429 JIGGERMAST AVENUE
JACKSONVILLE FL 32277 JACKSONVILLE FL 32277
(904) 744-0747
-------------------------- Structure Information -------------------------
Construction Type . . . . . TYPE VI
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Sub Contractor . . SCHUMAN ELECTRIC INC.
Permit Fee . . . . 85 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
----------------------------------------------------------------------------
Special Notes and Comments
PROVIDE EROSION CONTROL DETAIL TO SHOW
HOW EXISTING DITCH AND CATCH BASIN WILL
BE PROTECTED.
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 85 . 00 85 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 85 . 00 85 . 00 . 00 . 00
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED
UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS
WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH, FLORIDA
APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE: S 7 20 .0-7
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING,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 ELECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES.
ELECTRICAL FIRM: MASTER ELECT CI ATURE:
OWNERS NAMEKEtir '&C—llC 7— ADDRESS: //0/ lj191A/cTY-- RFD BOX_
BLDG. SIZE /—,qm,H ,Lx BETWEEN: G.-S Yr.
RE.S�- APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NE� OLD( ) REW.( )
ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT.
SERVICE: NE INCREASE REPAIR(
CONDUCTOR SIZE AMPS: COPPER ALUM. FEES
s yo
SWITCH OR BREAKER /,3'U AMPS j PH 3 W I VOLT RACEWAY
EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
0.30AMPS 31.100 AMPS
SWITCHES
INCANDESCENT
FLOURESCENT&M.V.
FIXED 0.100 AMPS. OVER
APPLIANCES BELL TRANSF.
AIR H.P.RATING H.P.RATING CEIL. KW-HEAT
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS I HEAT
c�
0-1 OVER
MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS
MISCELLANEOUS
UNDER 600V OVER 600V
TRANSFORMERS:
NO. IKVA NO. IKVA
NO.NEON TRANSF. NO VA I MA I MOTOR SIZE SWITCH I FLASHERS
EACH SIGN
Updated 5/2012002
-�>Cu Y �.
Citpp��o�f Atlantic Beach
He [;l15TDMER RECEIPT
Oper: DSMITH Type: OC Drawer: 1
Date: 8/88/03 01 Receipt no: 796%
Description Quantity Amount
2572
BP BUILDING PERMITS
1.00 $35.00
Tender detail
CK CHECKS 323 $35.00
Total tendered $35.00
Total payment $35.00
Trans date: 8/08/03 Time: 11:25:00