Permit 1305 Main St (vault) joB ADDREm 3 -TYPE WORM
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PROPERTY OWNER M THONE
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DATE
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CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
7
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00028130 Date 4/21/04
Property Address . . . . . . 1305 MAIN ST
Tenant nbr, name . . . . . . INSTALL SPA CIRCUIT
Application description . . . ELECTRIC ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
------------------------ ------------------------
CAMPBELL, CAROL ALL SERVICE ELECTRIC CO
1305 MAIN ST 1556 WHITLOCK AVENUE
ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211
(904) 333-2965 (904) 744-5050
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee . . . . 70 . 00 Plan Check Fee . 00
Is'sue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 70 . 00 70 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 70 . 00 70 . 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 OFFICL&L
CITY OF ATLANTIC BEACH
ELECTRICAL PERMIT APPLICATION
Date:
Property Address: — 13 0
Owner: C_py-"o be Telephone #:
Contractor: Pcc/-� Telephone#:
Contractor A4 ess: Fax#:
In consideration jVpermit given for doing the work as described in the above statement, we hereby agree to perform said work in
accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach
ordinance and standards of good practice listed therein. If other construction is
Building: Building Type: El Trailer Service: being done on this building
• New Residence C] Temp. 0 New Or site,list the building
Old Commercial Ll Signs C3 Increase Permit number:
• Re-wire Li Addition Sq.Ft. El Repair
Conductor Size: ANVS: r),j-o COPPER El ALUNUNUM
Switch or RACE
Breaker ANTS 2�2 PH W VOLT WAY QA1
Existing Service RACE
Size AMPS �00 PH W VOLT WAY
Feeders: NO. SIZE NO SIZE NO SIZE
Lighting Outlets Ti
CONCEALED OPEN
Receptacles CONCEALED OPEN
0 30 AMPIS 31 100 AMPS
Switches
Incandescent
Fluorescent &
M.V.
Fixed 0.100 AMPS OVER BELL
Appliances i TRANSFER.
Air H.P.RATING H.P.RATING CEILING KW-HEAT
Conditioning CONP.MOTOR OTBER MOTORS AMPS BEAT
Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS
UNDER600V OVER600V
Transformers NO. KVA NO. KVA
No.Neon—Transf
Ea.—Sign
Miscellaneous 749 C
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800- Fax: (904)247-5845 - http://www.ci.atlantic-beach.il.us
CITY OF ATLANTIC BEACH
;7� 800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 08-00000416 Date 4/07/08
Property Address . . . . . . 1305 MAIN ST
Application type description WELL PERMIT
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
INSTALL WELL
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
CAMPBELL WILLIAMS WELL DRILLING INC
P. 0. BOX 330567
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) 241-8489
----------------------------------------------------------------------------
Permit . . . . . . WELL PERMIT
Additional desc . .
Permit Fee . . . . 35 . 00 Plan Check Fee .00
Issue Date . . . . Valuation 0
Expiration Date . . 10/04/08
----------------------------------------------------------------------------
Special Notes and Comments
A reduced pressure zone backflow preventer must be
installed on City water service if irrigation will be
provided or if there is a private well on the property.
Backflow preventer must be tested by a certified tester
and a copy of the results sent to Public Utilities.
There is an effluent force main (241, diameter) along the
west property line, and a sanitary sewer service at the
north end of the property. Maintain minimum of 75 ft .
distance from these utilities.
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 35 . 00 35 . 00 . 00 . 00
Plan Check Total . 00 .00 . 00 .00
Grand Total 35. 00 35.00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC REACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANITC BEACH
PERMIT
BUILDING/ZONING DEPARTAlENT APPLICATION #
800 St-,minole Road
Atlantio Beach,Floiida 32233
(904)247-50-00
(904)247-5845 Fax
wwwcoabms
APPUCATION TRACKING FORM
REQUIRED DEPT:
Y N PLANNING
Property Address- Inii -w y N' BUILDING
z
y m PUBLIC WORKS
Applicant- Av 0
Y) N PUBLIC UTILITIES
FIRE DEPT.
Project: Y N PUE3LIC SAFE Ty
-APPROVAL
REQUIRED AGENCY: RECEIVED BY: INITIAL: DATE-
Z uJ.
UJ Y N D.E.P HUFSTETLER
<
0� Y N S.i.R.W.M. CARPER
Y N ARMY CORPS of ENG CARPER
0 Y N HOTELS&RESAURANTS HUFSTETLER
APPLICATION STATUS
CIRCLE ONE: SITE BUILDING DA AP REVIEWED BY: WkTIAL: DATE:
L_
1 ST REV A
gee,'
PLANNING
BUILDING I 2ND REV I E] l 0 1 1 1
PUBLIQ WORKS
FIRE DEPT.
PUBLIC SAFETY
_13RDREV 01 cl
APR 0 2
-public Utilities—Distribution & Collection initials:
Date:
ApplicationTermit#: _f��
Project Name/Address:
d
z�.
'T
IIA A t
"Commenit
n,�� i'y 49',C0 Ir tl':S ':;'
A
P
Av old damage to underground water/sewer utilities. Verify vertical and hon*zontal
location of utilities. Hand dig if necessary. if field coordination is needed, call 247-
5834. ade and visible.
Ensure all meter boxes, sewer cleanouts and valve covers are set to gr
A sewer cleanout must be installed at the property line. Cleanout must be covered with
an RTI concrete box with metal lid. Cleanout to be set to grade and visible.
V"I 00 #
t be installed if.irrig ion will be
A reduced pressure zone backflow preventer mus A
provided or if there is a private well on the property. Backflow preventer must be tested
by a certified tester and a copy of the results sent to Public Utilities.
Plans note the building will be unsprinkled. if plans change, any fire line installed must
be metered with a Sensus touch-read meter in a properly sized vault and an appropriate
backflow preventer installed. Backflow preventer must be tested by a certified tester and
a copy of the results sent to Public Utilities.
if fire sprinkler system is provided, contact Malcolm Clemons at 247-5839 for backnow
requirements. At a minimum,will require double check backflow preventer.
Fire lines must be metered with a Sensus touch-read meter. Meters larger than 2" must
be installed in a vault as noted in JEA specifications.
ri
F:\P1anReviewConunents-PU.doc
CITY OF ATLANTIC BEACH
WELL PERAUT APPLICATION
Date
Owner's Name:
ye- Address:
-6 �4
M
Well Address(if different than above):
Well Location on Property(i.e. northeast corner, etc.) hewAz-
Well Installation Contractor:(d
,WZ1
a,oy
Contractor License No.:, 4KZ7 Phon
Contractor Address: el.
Check Use of Well: Domestic_ Irrigation Other
Estimated- Well Depth: Casing Depth: Screen Interval fronOO to t$f
Well Diameter: eCasing Material
Is address currently connected to the City water system?
Is address currently connected to the City sewer systern?
Has a Well Permit been obtained from the City of Jacksonville?_�kLPermit#
Does the well require a permit from the St. Johns River Water Management District?
(Not required for wells under 2-inches diameter installed by resident or wells under 6-
inches diameter if installed by licensed well contractor).
If permit is required,note Permit NumbeK__and attach a copy.
NOTE.- WHENA WELL ISIASTALLED ON YOUR PROPERTY, FOUMUST
INSTALL A RED UCED PRESS URE ZONE TYPE BA CKFL 0 W PRE VENTER ON
TRE CITY WA TER SER VICE HE CUSTOMER'S SIDE OF THE METER
j ONT
THE BACEFLOWPREVENTER MUSTBE TESTED BYA CERTIFIED TESTER
AND A COPY OF THE RESULTS SENT TO TRE PUBLIC UTILITIES
DEPARTMENT.
CITY OF
4&odw- Bwc.4-A;&s&
Office of Building Official
REQUEST FOR INSPECTION
Permit No.
Date
Time A.M,
Received
/
Job A r�Ys Locality
Owner'
Name Contractor —��UMBINGIMV ECHANICAL
BUILDING CONCRETE ELECTRICAL
Framing 0 Footing ED Rough Wiring E Rough D Air Cond.& El
Re Rooting 13 Stab 11 Temp Pole D Top Out 0 Heating -
Insulation 1j, Lintel 0 Final D, Sewer 0 Fire Place [j
READY FOR INSPECTION Pre Fa
Mon. Tues'. Wed. (�hurs, Friday
AM.
Inspection Made P.M,Final Inspection 0 ...........
Inspector
,—Ce—rifficate of Occupancy 0
CITY OF
4&44Z4-c BeacA- R13i(109
- F_
Office of Building Offic'
Sp
REQUEST FOR SP I
Date Permit
Time
Received
Job Address Locality
Owner's 3t�
Name Contractor AE
BUILDING CONCRETE",. ELECTRICAL �PLUMBING MECHANICAL
Framing 0 Footing 11 Rough Wiring 0 Rough Air Cond.&
Re Rooting 0 Slab 0 Temp Pole E3 Top Out D Heating
Insulation 11 Lintel 0 Final E� Sewer U Fire Place
Pre Fab
READY FOR INSPECTION
Mon. Tues. Thurs. Friday
A.M.
Inspection Made -1�,Akti PM.
Inspector Final Inspection El
Certificate of Occupancy 0
Date
Of
Sock- ""vew
lodotic so%kova "eoxot%
w—0WIce 0
Date Gkov
lloo'ei,qed Pkace
P�,,
ed
P', ab
ess lop pie
se*el
�3
V� C;V\Otl
\�ipaiAcl
ok OGG
CITY OF
4&K& AW404
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received 4 , --Kzpn "
un 'lin
Job Address Locality
Owner's r- el-I --)7� 1
Name �actor
BUILDING CONCRETE (',"-ELECTRICAL'�� 6�MBING CHANICAL
Framing D Footing 1i Rough Wiring 0 Rough E Air Cond.&
Re Rooting El Slab 0 Temp Pole 0 Top Out L-1 Heating
Insulation Cl Lintel U, Final �, �Sewer 0 Fire Place
READY FOR INSPECTION Pre Fab
Alffil
Mon. Tues. Wed. (Z�D riday
A.M. 17
Inspection Made P.M.Final Inspection/
Inspector
Certificate of Occupancy Ij
Date
LAN
OR
OF
ADDITIONS or CORRECTIONS
L_ DO NOT REMOVE
JOB ADDRESS (DATE
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
V-,VAW f;7
�>-0a4k,L',a-
tt-11'5.00 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 flooringr, lath, earth or other material, until the proper
inspect&has had ample time to approve the installation.
After additions or corrections have been KUMBING
made, call 247-5826, Building Depart-
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m.to 5:00 k�
p.m. Monday through Friday.
LA
ORI
OF
ADDITIONS or CORRECTIONS",
DO NOT REMOVE
JOB ADORESS DATE
i3os (r)-f (J- :_�l
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
Fid SQQ:I�F
&C
LL,�M.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 insta
After additions or corrections have been 7.
made, call 247-5826, Building Depart- KUMSING I
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m.to 5:00
p.m. Monday through Friday. SLOG
CITY OF
4&6^44r, BweA-4"-
Office of Building Official
REQUEST FOR 1WESC 46N
2 0'2--
Time A.M.
Received P
Job"Ss
Owner's
Name
CONCRETE ELECTRICAL PLUMBING MECHANICAL
11 Footing El Rough Wiring 0 Rough 0- Air Cond.& F,
Re Roofing 0 Slab 0 Temp Pole r-j Top Out 0 Heating
Insulation >< Lintel P Final 0- Sewer 0 Fire Place 11
Pro Fab
REAO��IJPECTION
Mon. Tues. vVed. Thurs.
A.M.
P
Inspection LMade 0 -PM,Final Inspection 0
Inspector Certificate of occupancy 0,
Date
77 e- - o9oc>
CITY OF
4&6#44 Bwc4-4&"*
Office�ci Building Official
REQUES�FOR INSPECTIORZ,",
Date Permit No,
Time A,M',
Received PM.
Job Address
Owner's
Name Contra for
BUILDING CONCRETE ELECTRICAL MECHANICAL
Framing 0 Footing 11 Rough Wiring Ej Rough ><-Air Cond.& 0
Re Rooting Cl Slab 0 Temp Pole 0 Top Out 0 Heating
Insulation 13 Lintel D Final D Sewer El Fire Place 0
READY FOR INSPECTION Pre Fab /-�
',,A K_,/
Mon. Tues. Wed. Thurs, Friday—PV—
.4
:Job Ad c
0M.n.
A.M.
Inspection Made RM,
Inspector--A---.—.— Final Inspection D
Certificate of Occupancy 0
Date ---- I
CITY OF
Office of Building Official
REOUEST FOR INSPE ION
Date rmit No. 1�7
Time A,%
Received P.M.
act
dres
Job Address -41-oCality
Owner' I
Name contra;t:)��
BUILDING O�NCRET`E� ELECTRICAL PLUMBING MECHANICAL
Framing 11 ooting Rough Wiring E-, Rough D Air Cond,& E
Re Ro fing 0 Slab D Temp Pole 11 Top Out D Heating
Insulation D-1 Lintel El Final 0 Sewer 0 Fire Place L
Pre Fab
REAW-EOR INSPECTION A,M,
Mon, Tues. Wed. Thurs, Friday--QD
D
A.K
Inspection Made ----PM.
Inspector Final Inspection D
certificate of occupancy F-,
Date
CITY OF
4&4od w- BweA-0;"
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.M
Received
L
Owner,8
Name Contractor
BUILDING CONCRETE ECTRIC, P U
Framing 0 Footing iring El Rough [I Air Cond,& El
Re Roofing D Slab r] a Pole C] Top Out D Heating
Insulation F�' Lintel E Final "7 Sewer Fire Place Ell
Pre Fab
READY FOR INSPE
A.K
Mon. Tues. Wed� CTIO nThurs. Friday-PM'
tp� A.M.
Inspection Made PM,
Final Inspection 0
lnspecdtori7��
Certificate of Occupancy 0
Date
CITY OF
800 SEMINOLE ROAD
ATLANTIC 3EACH, FLORIDA 32233-5445
TELEPHONE(904)247-5800
FAX(904) 247-5805
SUNCONI 852-5800
DATE
JEA Construction & Maintenance
2325 -��gp_.Street
I
acksonville, FC-1' 22-0:Zz:�,
n Ile F -T
's v
0 Co
LAttcentoion:i Connie
Re: Final Electrical Inspections
dear Connie:
Final Inspections on the following locations have been completed and approved:
PERMIT NO. ADDRESS
;a-3 94 L,3 C 6 ��Ut-
Please call me at 904-247-5826 if you have any questions.
7LANITICC BEACH BUILDING DEPARTMENT
CITY OF 41
M444c
Office of Building Official
REQUEST FOR INSPECTIO
Date--/-- Permit No. --,2 3 6 -7
Time XM.
Received R
Job a
Loc Ii
Owner's
Name Contractor
---------------
BUILDING ONCAM,�, ELECTRICAL PLU BING MECHANICAL
'4-re— 0 Air Cond. &
Framing El F tin L'i Rough Wiring 0, Rough
of..
.0
Re Rooting F] Temp Pole 0 Top Out Heating
Insulation Lintel >7,4- Final E, Sewer Fire PI .. U,
Pre F
READY FOR INSPECTION
Mon. Tues. Wed. U Friday
Inspection Made
Inspector Final Inspection 11
Certificate of Occupancy E
Date
LA)V
OR
OF
ADDITIONS or CORRECTIONS
-- DO NOT REMOVE
JOB ADDRESS DATE
OS- M It t AJ �'�— I - 7- 0 -z__
THIS JOB HAS NOT BEEN COMPLETED
The following additions or corrections shall be made before
the job will be accepted
td T-tfllj G /jil/4�_ n r-r- e,-) /x
_ F)( 7_L_r?(0K Mi( SLE43
—.4) &/ L -S 1A) 70 0 Di — X F—C/2/
F_-/9 A-I Z_(All k"
A.)Ili L L S
a$15.00 REINSPECT FEE
f
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 PLUMBING
made, call 247-5826, Building Depart-
ment for an inspection. Field Inspectors ELEC
*V"q office from 8:00 a.m. to 5:00
-7
CITY OF
80W.4-0;k*4J4
Off ice of Building Official
REOUEST FOR INSPECTION
Date 0 Permit No.
Time A.M.
Received
jpbl� Locality
Owner's
N Contractor
NCRETE ELECTRICAL PLUMBING MECHANICAL
e��'BUILDIN9,) Co
--ftmrtfrg— 11 Footing 11 Rough Wiring 0 Rough D Air Cond.& 0
Re Roofing 0 Slab 11 Temp Pole 0
Insulation D Lintel D Final 0 ewep lac 01
RE_p_yDR_1NSPECTI0N
Mon. Wed. ur8.FEB 0 5ri P.M.
G;-�,,
I'c
b
u!
A
FiXjKC
Inspection Made P E
..........
Inspecto
Vx, "wa—n,y
4�Le Date
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-000294SO Date 1/04/OS
Property Address . . . . . . 130S MAIN ST
Tenant nbr, name . . . . . . REPAIR FRAMING & SIDING
Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 1000
Owner Contractor
------------------------ ------------------------
CAMPBELL, CAROL P. OWNER
1305 MAIN STREET
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
(904) 249-4320
----------------------------------------------------------------------------
Permit . . . . . . 13UILDING PERMIT
Additional desc . .
Permit Fee . . . . 3S . 00 Plan Check Fee 17 . 50
Issue Date . . . . Valuation . . . . 1000
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 35 . 00 35 . 00 . 00 . 00
Plan Check Total 17 . 50 17 . 50 . 00 . 00
Grand Total 52 . 50 S2 . 50 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WrM ALLcn-YOF ATIANnC BEACH ORDINANCES AND TIM FLORIDA
BU]LD]NG^ES.
A %
'k.'.J'C04— C -
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
BUILDING PERMIT APPLICATION
f)114 (Interior Remodel)
0EC
Date: 12"kcm
Job Address: -
Owner of Property: _0_49-ou
Address: 1-�05 (Y�A-)N '>-r Prr1AV"rjc- 61-AL-4 Fk- 7j;LA? Telephone:
Legal Description: Block Number:_jez2_2 Lot Number: — Zoning District:
Contractor: ej!Q-AjA Irg State License Number:
Contractor's Address:
Telephone: Fax:
Describe proposed use and work to be done:
9f-
Present use of land or building(s):.....
Valuation of proposed construction: dollezf-�
New electrical or increase in service?- A1471� Add plumbing fixtures?
Add fireplace? Add heating/air conditioning?
Is approval of Homeowner's Association or other private entity required?z� If yes, please submit with this
application.
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.
Please submit Building Permit Application,Energy Code Forms,Notice of Commencement Owner/Contractor Affidavit if owner is contractor,
and two (2) 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
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.
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Page 2 Telephone: (904)247-5800 -Fax: (904)247-5845 -http://WWW.Ci.at]aBtic-beach.fl.us Revised 1/04
I hereby certify that all information provided with this application is correct.
Signature of Property Owner: (�/Cx_r_c /!g Date: 6)4
1 hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and
ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the&ovisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the
governing of construction or the peiforrmance of construction of the property. I understand that the issuance of this permit is contingent upon the
above information being true and corore*and that the plans and supporting data have been or shall be provided as required.
Signature of Contractor: Date:
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:
Sworn to and subscribed before me this day of 200
State of Florida,County of Duval
- - - - --0 Notary's Signature: _A44,
ELLEN LAVAKE
MY COMMISSION#DD 342487 F-1 Personally known
EXPIRES:August 1,2006
SwKW Thru N*ry Pubhe Ur4wwtftem [P'Produced identification
�o
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:
r_1 Personally known
F� Produced identification
Type of identification produced
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us
Page 3 Revised 1/04
CITY OF ATLANTIC BEACH
OWNER/BUILDER AFFIDAVIT
Date:
Job Address: -3 05 1" 5r. A rLAr4-nc, 13 cAcjA FL 3��;3
CHAPTER 489,FLORIDA STATUTES,PART I -CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO
ACKNOWLEDGE THE LAW:
DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES:
STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE
APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE
OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A
LICENSE. YOU MUST SUPERVISE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE–
OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A
COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE-FOR YOUR USE AND
OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE
BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME
THAT YOU BUILT rr FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE
AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO
THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONS1131LITY TO MAKE SURE THAT
PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY MUNICIPAL
LICENSING ORDINANCES.
ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL
OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A
BUILDING PERMrr AND PASS ALL NORMAL INSPECTION& THE ORDINANCE STATES OWNERS MAY
PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE
UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TRvIES WHILE WORK IS IN
PROGRESS By UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS.
SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT
SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE
POLICY TO CLEARLY PROTECT THE OWNEK OWNERS HIRING WORKERS BECOME EMPLOYERS AND
SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS
THEY EMPLOY ON THEIR IMPROVEMENT TRADES.
UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING
SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(l). AN "OCCUPATIONAL LICENSE" IS
NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR
THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR.
TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT.
I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I
COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMrr.
Utv-( )0 C 4=4 Lt,.,— Occ DL- Cs,/V-//I -
PROPERTY OWINER/BUILDER (;1- 6 7--0
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MY COMMISSION EXPIRES:
NOTE: PHRASES UNDERLINED ABOVE
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
Florida's Construction Lien Law
0 ftm Protect Yourself and Your Investment
006 According to Florida law,those who work on your property or provide materials, and are not
KWNDW paid-in-full, have a right to enforce their claim for payment against your property.This claim
is known as a construction lien,
Jeb Bush If your contractor fails to pay subcontractors or material suppliers or neglects to make other
Governor legally required payments,the people who are owed money may look to your property for
Kim Binidey-Seyer payment, even if you have paid your contractor in full.
seaetely
This means if a lien is filed against your property, it could be sold against your will to pay for
Customer Contact Center labor, materials or other services which your contractor may have failed to pay.
190 Nodh Monme Steel This document explains Florida Statute 713, Part 1, as it pertains to home construction and
Tallahassee,Florida remodeling, and provides tips on how you can avoid construction liens on your property.
32399-1027 Protecting Yourself
If you hire a contractor and the improvements cost more than $2,500,you should know the
VOICE following:
850.487.1395 You may be liable if you pay your contractor and he then fails to pay his suppliers or
FAX contractors.There is a way to protect yourself:A Release of Lien is a written statement
850.488.8748 that removes your property from the threat of lien. Before you make any payment, be
sure you receive this waiver from suppliers and subcontractors covering the materials
EMAIL used and work performed.
CallCentar@
dblar.state.l.us 0 Request from the contractor,via certified or registered mail, a list of all subcontractors
INTERNET and suppliers who have a contract with the contractor to provide services or materials to
www.MyFlorida.com your property.
• If your contract calls for partial payments before the work is completed, get a Partial
Release of Lien covering all workers and materials used to that point.
• Before you make the last payment to your contractor,obtain an affidavit that specifies
all unpaid parties who performed labor, services or provided materials to your property.
Make sure that your contractor obtains releases from these parties before you make the
final payment.
• Always file a Notice of Commencement before beginning a home construction or
remodeling project.The local authority that issues building permits is required to provide
this form.You must record the form with the Clerk of the Circuit Court in the county
where the property being improved is located.Also post a certified copy at the job site.
(In lieu of a certified copy, you may post an affidavit stating that a Notice of
Commencement has been recorded.Attach a copy of the Notice of Commencement to
the affidavit.)
• In addition,the building department is prohibited from performing the first inspection if
the Notice of Commencement is not also filed with the building department. You can
also supply a notarized statement that the Notice has been filed,with a copy attached.
The Notice of Commencement notes the intent to begin improvements,the location of the property,
description of the work and the amount of bond (if any). It also identifies the property owner, contractor,
surety, lender and other pertinent information. Failure to record a Notice of Commencement or incorrect
information on the Notice could contribute to your having to pay twice for the same work or materials.
Whose Responsibility Is It To Get These Releases?
You can stipulate in the agreement with your contractor that he must provide all releases of lien. If it is not
a part of the contract, however, or you act as your own contractor,YOU must get the releases.
If you borrow money to pay for the improvements and the lender pays the contractor(s)directly, instruct
the lender to get releases before making any payments. If your lender then fails to follow the legal
requirements, the lending institution may be responsible to you for any loss.
What Can Happen If I Don't Get Releases Of Lien?
You will not be able to sell your property unless all outstanding liens are paid. Sometimes a landowner
can even be forced to sell his property to satisfy a lien.
Who Can Claim A Lien On My Property?
Contractors,laborers, material suppliers, subcontractors and professionals such as architects, landscape
architects, interior designers,engineers or land surveyors all have the right to file a claim of lien for work
or materials.Always get a release of lien from anyone who does work on your home.
Additional Tips On Home Construction
• Verify that your contractor is properly licensed. Information regarding licensing can be found below.
• If you intend to get financing,consult with your lender or an attorney before recording your Notice of
Commencement.
• Insist that the contractor1remodeler secures a building permit and adheres to all building codes and
ordinances.
Information All Construction Contracts Should Contain
• The contractor's name, address,telephone number and contractor's license number.
• A precise description of work and materials to be supplied.The contract should specify the grade of
construction,flooring and trim materials to be used. Don't accept the phrase"or equivaienC;the
contract should specify appliance models and alternates for models not available.
• A beginning date.
• A completion date.
• A complete list of companies or individuals supplying the contractor with labor or materials. Be sure
they are insured so you are protected against theft or damage to their supplies or work.
• Financing information and the payment schedule.
• All necessary building permits or licenses.
• Agreement regarding site clean-up and debris disposal.
• All warranty agreements.
Ask for explanations and clarifications of legal terms or confusing language. Be sure you understand
completely what you are signing: Remember, promises are difficult to enforce unless they are in writing.
Even for small jobs, have a written contract spelling out the details. Be wary of anyone who says, "We
don't need to bother putting it in writing."
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CITY OF ATLANTIC BEACH
BUILDING OFFICE wi
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- - - - - - - - - -
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e 12 , overhangs shall be 24" wide (max.).
be preengineered prefabricated SYP#2 wood trusses.
)r lumber specifications, nailing requirements, etc.
CC:
CITY OF ATLANTIC BEACH D.Ford
I��.Ffigg�ins
1.11'-fQn SS BUILDING ZONING DEPARTMENT
—S.Doerr
800 SEMINOLE ROAD
ATLANTIC BEACH,FLORIDA 32233-5445
71
TELEPHONE:(904)247-5800
FAX:(904)247-5845
http://ci.atiantic-beach.fl.us
PLAN REVIEW COMMENTS
Permit Application# C)L�� '294t5o
Property Address: 1305 MAN 5TRU-1
Applicant: chmpbsu—
Project: ROK FRAMNQ & SIDING- 000 MAGAVZ 'MW9M- W9.
This permit application has been:
2--A�pproved
F� Reviewed and the following items need attention:
Please re-submit your application when these items have been completed.
Reviewed by: tVk Date: 1 (5 '1 0�5'
CITY OF ATLANTIC BEACH
CERTIFICATE OF OCCUPANCY
This CerIfficate issued pursuant to ft requirements of Section 106 of tim Standard Building Code certifft ttw at#*time of issu�ance this structure was in
compliance vft the vanous ordinances of the City regulating building construction or use. For the following:
Address: 1305 MAIN STREET Owner: BESTCON
ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY
JACKSONVILLE BEACH, FL 32250
Construction Type: WOOD FRAME
Use Classification: SINGLE FAMILY
Permit Number: 23071
Date: 3/28/2002
DON C. FORb, C.B.O.
Post in a conspicuous space
CITY OF ATLANTIC BEACH
CERTIFICATE OF OCCUPANCY
This cerfirrAe issued purswnt to the requirements of Section 106 of the Standard Building Code cedifft that at the time of issuance this structure was in
compliance with the various ordinainces of ft city regulating building construction or use. For the following:
Address: 1305 MAIN STREET Owner: BESTCON
ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY
JACKSONVILLE BEACH, FL 32250
Construction Type: WOOD FRAME
Use Classification: SINGLE FAMILY
Permit Number: 23071
Date: 3/28/2002
DON C. FO�D, C.BZ�---
Post in a conspicuouB space
NOTICE
TO: Water Department
FROM: Building Department
I
DATE: 4L:
Please be advised that the final building inspection has been completed on
each of the following addresses and construction water is no longer needed; Also
included below is the ERU number for each location:
Permit Number Property Address ERU Number
--------------------
41�
--------------------
------------- --------------------------- --------------------
------------- --------------------------- -------------------
------------- --------------------------- -------------------
Sincerely,
Pat Harris
Building Department
BUILDING, PLANNING AND ZONING INSPECTION DEPAR TMENT
CITY OF A TLANTIC BEA CH, FL ORIDA
CERTIFICATE OF OCCUPANCY
WORKSHEET
Date Requested:
Building Contractor:
Building Permit Number:
Address: /WS
Legal Description: / c,4 q
Improvements to the above described property have been completed
in accordance with the terms of the permit and is certified to be
ready for occupancy as
InLowest Floor Elevation:
required as buiit
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE
COMPLETE
DEPARTMENT DATE NOTIFIED DATE APPROVED BY
Fire /V
It
Public Works S�'4o 2- ef� Z-4--/
Planning
Building /Z A
CITY OF No. 35384
ATLANTIC BEACH When Validated, This
FLORIDA Becomes an Official Receipt.
NAME — , "-, . & 11-5— —20��
ADDRESS �'�o UA
CITY IS 0 n u
A I I D
0 5 M2
CK11686
S15A 74
Date: 2/86/82 It Receipt: M31914
DECKS 9w
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT
-------------------800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIT INFORMATION
N
Permit Number: Z3408
:J�
QNI F RMATION
Permit Type: MECHANICAL Address: 13u5 MAIN S-11R�EET ---
Class o JNork: NEW ATLANTIC BEACH, FL 32233
Pf
ropose( Use: SINGLE FAMILY Township: Range: Book: 1
.d
Square Feet: Lot(s):4 Block: 227 Section:
Est. Value: Subdivision: SECTION H
Improv. Cost: Parcel Number:
Date Issued: 2/01/2002 OWNER INFORMATI
Name: BESTC N
Total Fees: 43.00
Amount Paid: 43.00 Address: 2440 SOUTH BEACH PARKWAY
Date Paid: JACKSONVILLE BEACH, FL32250
2/01/2002 pin ::11! - 411111Q i1e , (904)246-3747 V2
-�- 7 L-
Work sc: fN—STALL HVAC
CONTRACTOR S
1111?1 11ATION FEE
MC—GOWANS HEATING &AIR
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MUST BE CLEARED
IAIAY 13Y EITHEWC TOR 0
"FAILURE TO COMPLY
LT IN THE
ER PATIN
PROPERTY OWN
ISSUED ACCORDING TO APPROVED
RMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISION
ATD�f4tIC—BEACH BUILDIN D`EP 14
Date: 2/01/82 91 Receipt: 693115
CHECKS - 23 69
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FLORIDA 32233
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT — Applicant to complete all items in sections 1, 11, 111, and IV.
Street Address: 12�cs k/i kce
LOCATION
OF Intersecting Sireets: Between And
BUILDING —Po
Sub-division tb'�
L_
11. IDENTIFICATION — To be completed by 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 attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards
of good.practice listed therein.
Name of Mechanical McGowan' s Heatina & Air— Contractors
Contractor (Print) : Cond . Inc . Master CACO-18970
Nome of I M-48
Property Owner 4DY_��'
Signature of Owner Signature of
or A%Aorized Agent Architect or Engineer
Ill. GENERAL INFORMATION
A, Type of hosting fuel-. E3. IS OTHER CONSTRUCTION BEING DONE ON
�_Electric THIS BUILDING OR SITE?
E3 Gas—E3 LP (3 Natural [I Central Utility
IF YES, GIVE NUMBER OF CONSTRUCTION
(3 Oil PERMIT 23
0 Other — Spe-cify
,IV. M
.ICHANWAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
(Provide complete list of components on bock of this form) Residential or El Commercial
Heat [_-) Space [3 Recessed * Control 0 Floor New Building
Air Conditioning: 13 Room Control N.2)) 0 Existing Building
Duct System: Motoriiii,Fj b 0, Thtesc- 0 Replacement of existing system
Maximum capacity c.f.m. New installation(No system previously Installed)
Extension or add-on to existing system
C3 Refrigeration 0 Other — Specify
(3 Cooling tower: Capacity 9-P-M.
C3 Firs, sprinklers: Number of head,
(3 Elevator [3 Monlift [3 Escalato (number) THIS SPACS FOR OFFICA USE ONLY
C3 .'Gosolino pumps —Inumber) (Roo he I
C). Tanks (number) Remarks
(3 LPG contai (number)
Upfired pressure vessel
C3 Boilers . Permit Approved by Date—
Othw — Specify Permit Fee
Uffr ALL EQUIPMENT
Alit CONDITIONING AND REFRIGERATION EQUIPMENT if".D. ty Approving
DeScription Model Number Manufacturer A"W
PIT, 1U22j2'-_P0qaz rMiu, C�m U'L)
HEATING - FURNACES, BOILERS, FIREPLACES Capacity ApPMVft
!��r Units 14 Description X0461 Number X"Ut"tum (8m) AgUW_ _
[hr_ hQndWC_ VHMNPC?�n p2alau_' 'e4v&) U
V
TANKS
Now Many NowAnd Ca;psicity Type Liquid Name at Serial Ap=vmg
and Dimensions Contained Manufacturer No. cy
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877
ELECTRICAL PERMIT
----- ,PER . I
--it N_ um_e' r: Z3295 !0
Pe
ON
Permit Type: ELECTRICAL Address: 1305 MAIN Srk-EE -----
Class Of Work: NEW ATLANTIC BEACH, FL 32233
Township: Range: Book: 1-
Proposed Use: SINGLE FAMILY Lot(s):4 Block: 227
Square Feet: Subdivision: SECTION H Section:
Est. Value: Parcel Number:
Improv. Cost:
Date Issued: 1/09/2002 INFORMATION
I Total Fees: Name: BESTC6�j__-
45.00 Address: 2440 SOUTH BEACH PARKWAY
Amount Paid: 45.00 JACKSONVI LLEB EACH, FL 32250
Date Paid: 1/09/2002 -3747
904246
NEW 160AMPS SE
Work Desc.
C I RA S ATIM FIE S
�U'NkM C ECTRIC COMPA
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BUILDING MATERIAL, 'IS FRQ �j UBLIC SPACE,AND
NOT
MUST BE CLEARED 1, _r M
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"FAILURE TO COMPLY
ULT IN THE
PROPERTY OWNER PAYI
ISS &OkCCORDING TO APPROVED PLAN.
FO LATION OF APPLICABLE PROV Sl N 3 0-F -0!A ERMIT AND SUBJECT TO REVOCATION
$45.8014
AT IC BEACH BUILDING DEPT. @I Receipt: 66mis
CHECKS 318?
CITY OF ATLANTIC BEACH, FLORIDA
Approwd by APPLICATIO" FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE: A?
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.
tLiCTRICAL FIRM' MASTER ELECTRICIAN SIGNATURE V JOURNCYUAR(
NAME &e47c�7 ADDRESS: 1365 ;Ma,;44 Rf'D__.._8OX_
SLOG.SIZE -BETWEEN:
RES.I APT.I I comm.( I PUBLIC I INDUS.I I NEW(J��OLD I I REW.I
ADDITION I TRAILER ( TEMP.( SIGNS ( I SO,FT.
SERVICE: NEW INCREASE I I REPAIR ( FEE
WNOWTOR SIZE ';�'Alo AMPS COPPER I ALUM.
WtCH ON BREAKER AMPS P 04k)VO LT RACEWAY
iXIST.SERV.SIZE AMPS P VOLT RACEWAY
FEEDERS NO. SIZE IND. SIZE NO. SIZE
LIGHTING OUTLETS- CONCEALED1 OPEN 707AL
RECEPTACLES -CONCEALED1 OPEN TOTAL
1 0.30 AMPS. 31-100 AMPS.
SWITCHES
INCANDESCENT
PLUORESCENT&M.V.
FIXED 0.100 AMPS. I
APPLIANCES - I - I I -BELL TRANSF.
AIR H.P.RATING H.P.RATING
CONbItIONINO COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
0-1 OVER
MOTORS H.P. VOLTAGE . PHS NO. I H.P. VOLTAGE PHS
klS'C'EL L-ANEOUS
TRANSFORMERS: UNDER 600 V. OVER 600 V.
No. KVA 11NO. lKVA
NO.NEON TRANSF. NO. VA. MA. TOR SIZE SWITCH FLASHER
tAtH SIGN
FORWARDED
TOTAL FEES
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING 247-5877
800 Seminole Road -Atlantic Beach, FL 32233-Tel. 247-5826-Faw.
ELECTRICAL PERMIT
Ti.
ON Nf�QRIWTION
PERMf-
Address: 1305 i��A §T�REET
Permit Number: 23294
Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233
Class of Work: TEMPORARY POLE Township: Range: Book: 1-
Proposed Use: SINGLE FAMILY Lot(s):4 Block: 227 Section:
Subdivision: SECTION H
Square Feet: Parcel Number:
Est. Value:
R. MATION
OWNER IN
Improv. Cost: 25.00 CON
Date Issued: 1/0912002 Na RKWAY
Total Fees: 25.00 Address: 2440 SOUTH BEACH PA,
P JACKSONVILLE BEACH FL 32250
kAmount Paid: 25-00 . �. 0 -
t P 904)246-3747
Date Paid: 1/09/2002
W Wor �)4
esc:
ork AMPS 1P ''I ION---FEES
COW, 25.00
FC ELECTRIC COM.
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NOTICE INS W XME
.RIS In- MUST ISInT UBLIC SPACE, AND
BUILDING MATER L,
ULT IN THE
MUST BE q�,LEAR
"FA, ILURE TO COMPLY
PROPERTY OWNER P IN
CCORDING TO APEROVED PLA PERMIT AND SUBJECT TO REVOCATIONJ
F LATION OF APPLICABLE PROVISIONS OF LA
Datelr�Q 21
AT IC BEACH BUILDING DEPT. CHECKS
eel
CITY OF ATLANTIC BEACH, FLORIDA
Approved by APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 1zf_
IWORTANT NOTICE:
. IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HERE13Y 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.
IEL&TRICAL FIRM: MASTER ELECTRICIAN SIGNATURE
UME ADDRESS: -Art�___Box
SLOG SIZE BETWEEN:
RE940011�-( I comm.( I . PUBLIC I INDUS.I NEW I I OLD I REW.I
ADDITION I TRAILER I ) TEMP.(esIGNS I I SQ.FT.
010, FEE
SERVICE: NEW Af INCREASE( I REPAIR (
WNbUbT011`1 SIZE 1 4 AMPS 4649 COPPER ( I ALUMJ I
6%tCI4 OR BREAKER 4�40 AMPS / PH Ij W I-4fOVOLT RACEWAY
ixwr.SERV.SIZE AMPS [fPH Wl VOLT RACEWAY
OEEDERS NO. SIZE NO. SIZE NO. SIZE
U014TING OUTLETS CONCEALED, OPEN TOTAL
RECEPTACLES CONCEALED1 OPEN TOTAL
0.30 AMPS. 3t.100 AMPS.
SWITCHES
ikCANDESCENT—
OLUoRIESCENT&M.V.
FIXED 0.100 AMPS.
APPLIANCES BELL TRANSF.
AIR H.P.RATING H.P.RATING
cmbffiomw COMP.MOTOR OTHER MOTORS --- AMPS ,CEIL HEAT:- KW-HEAT '-00
OVER
MOTOWS H.P. VOLTAGE . PHS NO. I H.P. VOLTAGE PHS
M195E6MANEOUS
TRANSFORMERS: UNDER 600 V. OVER 600 V.
NO. KVA IND. lKVA_
No.NEON TRANSF. A. MOTOR SIZE SWITCH FLASHER
EACHSION.
L
FORWARDED
$ 41)
TOiAL FEES
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road - Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877
PLUMBING PERMIT
L— PERMIT INFOR LOCAT10-N LN—FORM kTfON1
O-MATIQ
Permit Number: 23169 Address: 1305 MAIN STREET
Permit Type: PLUMBING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 1-
Proposed Use: SINGLE FAMILY Lot(s):4 Block: 227 Section:
Square Feet: Subdivision: SECTION H
Est. Value: Parcel Number:
Improv. Cost:
----QMERtN—FORNlAT-1ON
Date Issued: 12/18/2001 Name: BESTCON
Total Fees: 60.50 Address: 2440 SOUTH BEACH PARKWAY
Amount Paid: 60.50 JACKSONVILLE BEACH, FL 32250
Date Paid: 12/14/2001
246-3747
Work Desc: INSTALL PLUMBINQ�0-0-5"`._.�
AQNfEES
DON HARRIS PLUMBING
6&50
14
%
VA
IN
0-
UNDER SLAB P
FINAL
R
NOTICE- INSP
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SPECTION
BUILDING MATERIAL, R IS—k--
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CED IN PUBLIC
SPACE, AND"MUST BE CL #Vt
OR OR OWNER
"FAILURE TO COMPLY WI
ESULT IN THE
PROPERTY OWNER PAYIN
NTS19
ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT"D SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
W4.50 14
ATLANTIC BEACH BUILDING DEPT. Met 2J19/11 81 Itweipt: IRW4
1437
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
WO SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
MIT(NF 'n
R TI
Permit umber:
415ull IPQ&�TON CM—ATIOW
Permit TYPe: BUILDING Ad—&eSS: 1305 MAIN ST_REE —
Class Of Work: NEW ATLANTIC BEACH, FL 32233
Proposed Use: SINGLE FAMILY Township: Range: Book: 1
A
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Square Feet: Lot(s):4 Block: 227 Section:
Subd 0
Est. Value: u ivision: SECTION H
b
Parcel Number:
Improv. cost: 96,234.00 0-
__� -OW, JN
Date Issued: 11/27/2001 m NER
S�
Da
Total Fees: Name: BESTCON
3,460.93 ress.
Amount Paid: 3,460.93 TA�idress: 2440 SOUTH BEACH PARKWAY
____ te Paid: 11/27/2001 JACKSONVILLE BEACH, FL 32250
,_Work l�� 1 DNSTRUCT ne: 904)246-3747
NEW H R PLA Ci ;-
C o1570
INE j:11
as
672.65
_0
eat 330.00
1,250.00
85.00
Z;A
5.78
'CA.8
41 L IMP
I , . . 0.30
325.00
OSS,CONN
35.00
IMP
Ptie` . ��, -_110i *;,:
44
750.00
7.06
4,
T
0.79
..............----------
rREE BA'
'OVER UP
L
NERTIF/OCL;U , - yi___�i, ��, v � '' - 0 �4� I
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C
't
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`ftN��7`1 N,
NOTICE-1N
44- Q-Tt4lt R TO f ECTION
WILDING
MATERIAL
A
IRIS FROwthiS,
Fii "HA- Y BY OT. _LACI
AUST BE CLEARED i AND.- MUST N 13 �6'fh*JBLIC SPACE,AND
CTOR OR
FAILURE TO COMIPLY"_*7
TH "
LT IN THE
'ROPERTY OWNER PAY1
*SUED ACCORDING TO APPROVFF: P A
MIT AND SUBJECT TO REVOCATION
OR VIOLATION OF APPLICABLE PRn�j,Slo
L
C opr&tor: DOYLE
R I LANTIC BEACH $UILDIN1_11. Ute: 11128AI $I ipts "IS 49
Total Paywat 93
PROPERTY 1ZSC=T1ON
t # -7. c ;Lpn
Bi k NX ;Pe t #
,division:
Street Name DESCRIPT1017 OF WORK
or Address:
(If in a FLOOD HAZARD
Flood Zone: area complete page 3)
Bripf DescEiption/W4.)6�1& za--42s�
d I-XUL!�Q - v f I
Class of Wq�ck: jNew/-)
Remodel/Addition
ZONING INFOMATI`02T Type of Construction: W64CL.'&I2449-
Zoning Proposed 0 . MG
District: F\.AJ Use: )Q"J:C641-L� Estimated Value $
Exceptions or Variances Materials: Ahxd-j sh�"'&s
Granted: A4i Solid or r A
V LJJFY Ground: Roof: 4;4 W* xa��5
Method of Heating: _Lftjo-r-
OWMR INTOP-MATION
BESTCON, INC.
Property Owner: 2440 South Beach Parkway Phone:
Mailing Address jackwnville Beach, FL 32M
904 P-4b-3747 Zip:
CONTRACTOR ZNFORHATTON
SESTCON, INC.
Contractor: 2440 South Beach Parkway Phone:
Mailing Address: Jacksonville Beach, FL
W4 246--3747 Zip:
Expiration
STATE LICENSE NO: 42RC '6;z2-365 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 GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL
RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE
ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND
THAT THE PLANS AND PORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED.
Owner Signature, DATE
Contractor Signature DATE
(Z T H I S DAY
IN 0 AND SUBSCRIBED BEFORE ME BY 23p-
HIIDIWOLFIIA"G ---------T .
NOTARY PUBLIC-STATE OF FLORIDA NOTARY PUBLIC V
My COMMISSION EXPIRES DEQ 20.20
COMMISSION NO.CCU7712
PLAN REVIEW CHECKLIST
PROPERTY DESCRIPTION: /_30 �– 1-1,4 IAJ fr-
OWNER: 13,C-S 7-C- 0 \J —
i- Determine Occupancy Classification of the structure. Select occupancy classification
which most accurately fits the use of the Building. (Chapter 133)
2. Determine actual physical properties of building.
a. Determine building area each floor. (Area definition Chapter 132)
b. Determine grade elevation for building. (Grade definition Chapter B2)
C. Determine building height in feet above grade. (Height definition Chapter 132)
d. Determine building height in stories. (Story definition Chapter 132)
e. Determine separation distance from exterior walls to assumed and common
property lines. (Property line definition Chapter 132)
f. Determine percent of exterior openings per floor.
3. Determine minimum Type of Construction necessary to accommodate proposed structure. 77
(Chapter 136)
Li, a. Determine maximum allowable heights and floor areas for Types of Construction
and Occupancy classification. (Table B500)
b. Check allowable height and area increases permitted. (Chapter 135)
4. Check detailed Occupancy requirements. (Chapter 134)
5. Check detailed Construction requirements
a. Fire Protection of Structural Members (Chapter B6 &Table B600)
b. Fire Protection Requirements(Chapter B7 and Table B700)
C. Means of Egress Requirements(Chapter B10)
d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF
are applicable only where specifically adopted by Ordinance)
6. Review design as related to standards. (Chapters B16-1326)
7. Check other requirements as necessary.
a. Construction projecting into public property(chapter B32)
b. Elevators and conveying systems(Chapter B30)
C. Sprinklers,standpipes and alarm systems (Chapter 139)
d. Use of combustible materials on the interior(Chapter 138)
e. Roofs and roof structures (Chapter B1 5)
f. Light,ventilation and sanitation (Chapter B12)
9. Other
2- -0/ CITY OF ATLANTIC BEACH BUILDING DEPARTMENT
Date By:_ , –0&-�- ( , �—'A
Don C. Ford, Building Offic
don/sb.1
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address- Z 3 05- f Nj :5-r-
Date
Heated Square Footage (3 @ s per sq ft = $ YV?fD
Garage/Shed @ per sq ft = $ -7110
Carport/Porch '2- @ $ per sq ft = $ -2 -3 6
Deck @ $ per sq ft = $
Patio G 1@ $ per sq ft = $ 3
TOTAL VALUATION: $ ; 3
2-3 $
Total Valuation 1st $ '5-0) 000
'/6 1 .1 Y . _/ Fy ' - $
Remaining Value 4.60 per thousand
or portion thereof
TOTAL BUILDING FEE $
+ 1/2 Filing Fee $ 2 2: Zt
( ) Fireplaces @ $15 .00 $ - 0-
BUILDING PERMIT FEE $ (D_T'2�
WATER IMPACT FEE $ S3 0
SEWER IMPACT FEE $
WATER METER/TAP $
CAPITAL IMPROVEMENT $
SEWER TAP $
(/2t3) RADON (HRS) . 0050 $ 5. ��T 3 C)
SECTION H PAVING ( ) $ _; �_G
HYDRAULIC SHARES $ - 0
CROSS CONNECTION $ 3
iflo) SURCHARGE . 0050 $_ A ?L 5P
OTHER $
GRAND TOTAL DUE s 3
ADDITIONAL PERMITS OR FEES: Mechanical-, Plumbinci
Electric/New Electric/Temp_ ;Swimmingpool
Septic Tank Well Sign Finish Floor Elevation
Survey other
CALCULATIONS and/or NOTES:
WATER IMPACT FEE WORK SHEET
ADDRESS:— S7 1
DRAINAGE
FIXTURE UNIT
FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS
Automatic clothes washers, commercial 3
Automatic clothes washers, residential 2
Bathroom group.consisting.of water closet, lavatory,
bidet, and,bathtub or shower 6 �2- 12-
Bathtub (with or without overhead shower or whiripool
attachments) 2
Bidet 2
Combination sink and tray 2
Dental lavatory I
Dishwashing machine, domestic 2 2-
Drinking fountain Z(C F- "AL<r--VL— 1/2
Floor drains 2
Kitchen sink, domestic 2 C)
Kitchen sink, domestic with food waste grinder and/or
dishwasher 2 2-
Laundry tray (1 or 2 compartments) 2
Lavatory 1
Shower compartment, domestic 2
Sink 2
Urinal 4
Urinal, I g allon per flush or less 2
Wash sink (circular or multiple) each set of faucets 2
Water closet, flushometer tank, public or private 4
Water closet, private installation 4
[Water closet, public installation 6
ITOTAL NUMBER OF UNITS S—
MULTIPLIED x 20
TOTAL$ 3 3 0
,�DV.10� ?001 ' �:48PM5 010 IN", PHI B P I
BESTCON, Inc.
WP SHOWNG BOWtARY SURVEY OF LOT 4, B',bb< "27,
AS SHOWN ON MAP OF SECTION "H'* A
TI-ANTIC
AS RECOROr
o IN PLAY BOOK 10, PAOr 34 or n4E CURRIENT PUBLIC RECORDS or,OUVAL 144'rf, 0 A.
FOR:
t9tARING REFERIft4CRk No-l'22'00'W FOR THE EASTCRL;Y W LINE FOR mmisi qfmm-T:7�--
'vi
L 0, c K 2 2 13%
L 0 T L 0 T 4 L 0 T i,6
c:.0 r-,E 0
0
S01*22'00"E to z
E
c
0 E CL.
50�,00
L 0 C. K
Q
SRO" L 0 T 4
0
QOAK Aft 4#
0 c
MAcrp40L)A
0 TALLOW
IL
2
0 14!'
w
w 0
0 0
W
W)
IV
IMPLE
z .. I
tA.
;4 tilt
170.00'
5( 0
"A" DR40JAO& I lluy
M I STREET
AI
(60' RIGHT OF WAY)
AMa-40X-p 11-5- 2pol rO -q 140 W ADDITIONAL
AMeMDED 10-6 -2001 TO SNOW PRQPQFPL-D
ILOCATED ALL G* OR LARM HARDWOOD 114EES: 4-4-2MI 000p;
I HEMY MRVY 714AT THIS SURVEY. PERFORMED UNDER MY RESPONSIBLE DIRECTION MEEli THE
MINOM TECW*CAL 3TANDARDS FOR LANO SURVEYORS IN ACCORDANCE "TH CHAPTER GIG17-6. FLORIDA
;rqTRATtW cobt (PURMIANT TO SECTION 47LO27.FLORIDA STATUICS), AND "TWR CERTIFY%4AT
RU'ARE No VISIMA ENCROACHMENTS UPON THE SUBJECT PRLVh.RIY LAt;t-,Pl'AS SHOWN. I
NOM IW LOT MAWYM"BKOH OPEARS TO VE VAIMN FLOW Cy.AMM Am ASSWAYMMt t,
ZOWS AS=ALM RM TW FLOW MMM"M RATE .X00 AVE..JAVKb%MvlLLL I'L.3ZZ07
tAApS.tomWW-ry DANEL DATED 4-17-69.
SURVEYEO MAA�H 27 2001.
,SCALE- 1' 20' YOR NO.U67,MM64
rIELD BOOK 624 PAGES Q!1-68 JOSE A. HILL JR.
946 WRWY NaT VALID lmv"OtJT EMBOM SUR"tiW
ime—Nov.. 7. �:Olpm�,
W-27. 20K 10:16AM BESTCON. Inc. N o-2 7 9 1 P- 2
MM :CLRRSON & PSSOCIRTES FAX NE). :904 396 2633 Mar. 26 2W2 04:01PM P2
MAP SHOWNG E30UNDARY SURVEY OF LOT 4. BLOCK 227.
AS SHOWN ON MAP OF SECTION wH* ATLANTIC BEACH
RECORDED IN PLAY DOOK 18, PAGE 3* OF INE CURRENT PUWX WCCM1-% OF DUVAL COUNTY, PLcVwDA.
FOR: *93ESICON. INC.
NO FUWCWNdr-NO`I-22-00-W FOR THK [&§TERLY R& UM 'M T.
�.40) 1115MRS TO NA 1!491WAL GLODIETIOWNCAL WDAMTUM.
.CERIIFIPD Tat a 41M wo
CAROL P. CAMPBELL
NAVY FEDERAL CREDIT UNION
OLIJ IqtPU LIC NATIONAL TITLE INSURANCE COMPANY
OL
DEBORAH W. TAYLOR. P.A.
1305 AAoin
0 L 0 a lie
L 0 T 3 L 0 T L 0 T 5
S01"22'00"E
50.00'
a L 0 0 K 2 2 7 RECEIVED""
L 0 T 4
N1 tA 2
�i'J of Adan-6Q.
0 &"iding and Z,�)�Jng
C4
in
w
PLA"*
Lj I 'j
w 0
0
0 0
0
10 A.
go OD
00 00
z
'k
v —N01'22' O-w
YORE
MAIN STREET
(50' MOST OF WAY)
FKAL SAygy, 3-21- NQM MWO AU MONS
F"Ragh SJRVEr. 1—!j=x= NOM- Ec—upcv ALL IRONS two%,
.U& D 10--12-2001 TO SHOW r THROUGH �MAFwWpp Mp WX FOUND 66 IRIAS RL: CEI E
ATM ALL I:M LAACIM !LM0%'*M TRIMS4 4-4-2001 ; FOUND ALL v u
N
W MW C AT n4IS SURWY,PLVORMO UNDER my RESpONSIDUE OREVION MEET$ THE
W,ffM0..&FM LANO SMWYORS IN ACCORDANCE VATH CHAPTER SIG17-4t FLORIDA
COOF(PIMMIANT TO SECTION A-72-027, FLC)M;�og,r;YUYTMlPTWAFut?-ntM OMTry THAT 'Al
P T
ACHMENTS UPON TNE SUBJECT S SHOM. Le 1704 2
M
NQW-- I-CVr VJMYO AWW APPEAft To LIN"IM FLOOO %,064%SM AND R
Now AS bU4L&U AS= *Jr- L IF Clij of Atlantic Beach
-ww im now taxtAum wz 1843 RALDO A*- m0K*N%vAz.n.. 7 CH CHM
4A% COMMUNITY 01AML MQ 12W75-GMD�DATM 4-17-M. F-9 PMT w
PIT r9w IV and Zoning
t L)
ft P&M cr mmam
M#AC!H 27 . 2001. =GF cwww
SCALF- 1 20'
MIELO BOOK PAC LuS&A- SURKYM 140,44W.ftOWA
OSE A. HILL JR. Mtn
"T"m%"Awt Q80—SURWYCWS WAL
eciiyed Time—ga'r-26-z. 5:1 8PM—
FLOODPLAIN DEI�ELM� ENFORMATION
Locatio-n:: loi -// �A c/,� 2�2 7 6-7L-I
n IZ'
Type of Development:
Flood Zone: Y
Required Lowest Floor Elevation:
If building is located within a flood hazard zone, a survey must be made AFTER TBE SLAB
HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATTON is equal to or above
the base flood elevation established for that zone.
No final inspection will be made and no certificate of occupancy will be issued until the survey is
on file with the Building Department.
CONEYMNTS:
Applicant Ackn6wledgment: I understand that the issuance of this permit is contingent upon
the above information being correct and that the plans and supporting data have been or sha.11 be
provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11
and all other laws or ordinances affecting the propo development.
Date __,Applicant-s Si
Department Use:
Required Lowest Floor Elevation
As Built Lowest Floor Elevation L/
Survey Filed with Building Department
Building Department R�j+entaitive
Cr-
4z
01-A4-0082
NOTICE OF COMMENCEMENT
Book 10215 Page 120.
qq b03
To whom it may concem:
Doc# 1919
The undersigned hereby informs you that improvements �110009N%l
will be made to certain real property, and in 1204
Fi d & Recordod
accordance with section 713.13 of Florida Statutes, the woveoot oatog-ig Pm
following information is stated in this NOTICE OF JIM FULLER
COMMENCEMENT. CLERK CIRCU17 COURT
DUWL COUNTY
TRUST FUND $ 1.00
COPY FEE $ 1.00
CERTIFY $ 1.00
Description of Property: RECORDING t 5.00
Lot 4, Block 227, Section "H", ATLANTIC BEACH, according to the plat
thereof, as recorded in Plat Book 18, Page 34, of the Public Records of
Duval Countyj Florida.
lot 4 Block 227 Atlantic Beach, Jacksonville, F1 32250
General description of improvements: sin le family dwelling
Owner Bestcon
Address 2440 SouthBeach Parkway Jax Beach, Fl 32250 Glop
Owner's interest in site of the improvement �q- CP
Fee simple Title holder(if other than owner) 71
Name
Address
Contractor Bestcon
Address 2440 SouthBeach Parkway Jax, Fl. 32250
Surety(if any)
Address -- Amount of bond
Name and address of any person making a loan for the construction of the improvements.
Name Amsouth Bank
Address 10245 Centurion Parkway 2nd Fl, Jacksonville, Florida 32256
Name of person within the State of Florida, other than himself, designated by,
owner upon whom notices or other documents may be served:
Name
Address
In addition to himself, owner designates the following person to receive a copy
of the Lienor's Notice as provided in Section 713.06 (21 [b], Florida Statutes.
(Fill in at Owner's option).
Name Venture Title Agency, Ltd. , LL
Address 4315 Pablo Oaks Court, Jacksonvill-e, FL 32224
Best6on, Inc.
STATE OF TKIP-I'd'N- - )", , I -*
BV: 7LJ. t
COUNTY OF Duval .,J Owner
Paul W. Nichols, President
The foregoing instrument was acknowledged, sworn to and subscribed before me this
-31st day of October 001 by
who is personally known to me or produced as identification
an w M�i fi�otW e.�an oaiffi�
Prepared By and Reourn To: AA A
Venture T1.t1lo-JAgency, Ltd. ; LLLP Noi�6/Public Signature
4315 Pablo Oaks Col-Ir
Jackson
Terri L. Lane
0 �Ci ,,,,SSV0"NuM9FR Notary Printed Name.
ctqw2o My Commission Expires: June 5, 2004
r
0 WM.SMgxpiSE*—
C, "," 5.20n,
'o juis
7-Z'0Ff
COMMENCT)
A 2001 12 :43PM BESTCON, I n c N 0- 8 6 3 9 P I
FORM 60OA-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
ReSidential Whole Building Performance Method A
Project Name: 1213 fAq 17NkW1 iL CraC.Zt Builder: BESTCON
Address- Permitting Office�
City, State: Permit Number:
Owner Jurisdiction Number,
Climate Zone: North
1. Ncw construction or odsting New 12. Cooling systexot
2. Single fitaxily or multi-fianily Single fidnily a.Central Unit Cap-24.0 kBtn/hr
3. Numba of units,if multi-fiumgy I SEER:10.00
4. Numbes of Dedroorcs 3 b.N/A
5- Is this a Worst case? Yes
6, Conditioned floor am(ft2) 1213 fe c. N/A
7, Glwe am&type
clear-single pane 0.0 ft' 13. Heating systems
Clear-doubic pace 136.5 fe a. mectric Heat Pump Cap:30.0 kBbAx
c. Tintiother_qC/Sl1GC-single pane 0.0 ip HSPF;6,90
d.Tint(othcr SCISHOC-double pane 0.0 f(A b.NIA
S. Floor types
a. Slab-On-CAvAe Edge Insulatimm R=0.0,170.0(p)ft c.NIA
b,N/A
c. N/A 14. Hot water"was
9, wan VJPce w Electric Resistance Cap,50-0 Ralloon
Frame,Woo4 Extenot R=l 1.0,1000.0 fF EF;0.86
Frmc,Wood,Miacent R-1 1.0,206.0 ft2 b.N/A
N/A
d.NIA c. Conserva*n credits
c. N/A (HR-Heat recovery;Solar
10. caugtypes I)HP-Dedizated.kmt pump)
Under Attic R-30.0.1229.0& 15. RVAC credits
UndcrAttic R:--19.0,10O.OfF (CF-Ceiling bwk Mcress Ventilatim
c.NIA IE-Whole house fim,
11. Ducts PT-Programmable Themostat
Sup:Uw. Rot:Unc. AH:CAwago Sup.R=6.0,100.0 A W-C-Multisom codliu&
NIA MZ-H-Multizone hcating)
Glass/Floor Area: 0.11 Total as-built points: 18403.00 PASS
Total base points: 18956.00
1 hereby certify that the plans and sWifications covered Review of the plans and
I tuns 5
by this calculation are irboompliance with the Florida specifications covered by this 3
Energy Code. calculation Indicates compliance 5
with the Florida Energy Code.
PREPARED Before construction is completed
DATE: this building will be Inspected for
I hereby certify that this building,as designed, is in compliance with Section 553.908
compliance with the Florida pirgy Code Florida Statutes.
—4 ) ' A za:
4L e�oe
ar F BUILDING OFFICIAL:
DATE: 16 DATE:
EneruvGauaeC(Version- FLR3PA 2031
No� - 13 . 2001 12 :43PM BESTCON, Inc . No- 8639 P. 2
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:,,, PERW A
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BSPM Points Overhang
Floor Area Type/SC Ornt Len Ho Area X SPM X SOF Points
.16 1213.0 3&05 7217.1 00".Clear N 1.3 5.3 15.0 19-22 0,84 270.6
Doublem Clear N 1.3 2.3 6.0 19.22 0.80 122.9
Double,Clear E 1.3 2.3 4.0 40-22 0.67 107.5
Double,Clear E 1.3 5.3 30.0 4022 0-91 1101.4
D*JW,Clew E 1.3 8,0 34.0 40.22 0.03 1275.5
Double,Clow S 1.3 5.3 15.0 34.50 0.86 443.1
Double,Clear S 1.3 3,0 4.5 34M 0.69 107.5
Double.Clow W 1.3 8.0 26.o 36-99 0.97 933.1
As-Bullt Total: 136.5 4361.5
WALL TYPES Am X BSPM = Points Type R-Value Ama X SPM Points
Ad4cM 206.0 0.7 144.2 Frum.Wood,E)bwW 111.0 1000.0 1.70 1700.0
EAwl* 1000.0 1.70 1700-0 Fram,Wood,Aclacert 1110 2D8.0 0.70 1442
Deve Total: 120610 16".2 As-Built Total: 1206.0 1644.2
DOOR TYPES Area X BSPM = Points Type Area X SPM Points
Aclincent 010 0100 0.0 Exterior Insuldecl 20.0 4.10 32.0
FAeft 37,7 6.10 230.0 Exbwior Insulalecl 17.7 4.10 72.6
One Totid: 37.7 230.0 Ax-Built Tolial; 37.7 154.6
CEIUNG TYPES A" X BSPM = Points Type R-Value Am X SPM = Points
UnderAltic 1213.0 0.80 727,8 Ur4w Altic 30,0 1228,0 (160 736.0
UrKler Altic 19.0 10010 1.10 110.0
Been Total: 1212.0 727.8 A"ullt Total: 11112.0 846A
FLOORTYPES Area X BSPM = Points Type R-Value Area X SPIVI = Points
Slab IMO(p) -37.0 -6290.0 SWOn-Grade Edge lnsukftn 0.0 170.0(p) -41.20 -7004.0
Raised 0.0 0,00 0.0
Boo Total: -6290.0 MAWR Total: 40"D
INFILTRATION Area X SSPM - Points Anse X SPIVI = Points
1213.0 10.21 12384.7 1213.0 10.21 123541.79
EneravGaumO DCA Pbrm OOOA-97 Er&FuvG*umdMRmFREEW FLFt3PA 20e
N�� - 13 . 200 1 12 :43PM BESTCON, I n c N o. 8 639 P- 3
fORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:... PERMIT 0
BASE AS-BUILT
Summer Base Points: 16113.8 Summer As-Built Points: 12587.9
Total Surnmer X Systwn Cooling Total X Cap X Duct X System X Credit = Cooling
points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
12587.9 1.000 1-047 0.341 11000 44M.2
16113.8 0.3673. 5757.5 12587.9 1.00 1.047 0.341 1.000 4498.2
r=w4vG*jae7"DCA Fam WOok-97 ErwvwGauoz"e&FFtEE97 FLRVA 203
Nov - 13 . 2001 12:43PM BESTCON, Inc. No- 8639 P. 4
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:, PERMIT it
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BWPM Points Overbang
Floor Area Type/6C Ornt Lon Hgt Area X WPM X WOF Points
.18 1213.0 0176 213LO Doub*Clear N 1.3 5.3 15.0 14.30 1.00 215.1
DOW%Clow N 1,3 2.3 &0 14.30 1.01 115.7
Double,Clew E 1.3 2.3 4,0 9LOO 1.15 42.0
Dw*'C1w E 1.3 5.3 30.0 9-09 I.D4 282.4
Double,Clew E 1.3 8.0 34.0 9.09 1.03 317.9
Double.Clear S 13 5.3 16.0 4.03 1.12 67.6
Double,Ckw 5 1.3 3.0 4.5 4.03 1.50 27.3
Double,Clow W 1.3 3-0 2&0 10.77 1.01 282.1
A"uik Total: 136.5 OKI
WALL TYPES Ams X BWPM Poirft Type R-Value Area X WPM Points
Adqcent 20S.0 &a 741S Frarne.Wood,EXterlor 11.0 1000.0 3.70 3700.0
Exterior 10M0 3-70 3700.0 Frame,WOW,A*ced 11.0 200,0 3.60 741.6
Boo Total: 1206.0 4441.6 A94ftlit Total: 12K.0 4441.5
DOOR TYPES Ams X BWPM Points Type Area X WPM Points
Agomt 0.0 0.00 0.0 Ltedor Insulated 20.0 0,40 16810
Exterfor 37.7 12.30 463.7 Ussnor Irmuliftl 17.7 B-40 148.7
Hase Total: 37.7 4611.7 Aw-BuIlt Totak 37.7 316.7
CEILING TYPESArea X BWPM w Points Type R-Value Area X WPM Points
Urder Atfic 1213.0 1.20 1455.6 UnderAlfic 30.0 1223.0 1.20 1473.6
undorAttle 19.0 100.0 2.OD 200.0
am*Tow-, '1213.0 1455A A&-Bu*Total: 1328.0 1673A
FLOORTYPES Area X 13WPM = Points Type R-Value Area X WPM = Points
Slab 170.0(p) &9 1513.0 Sld6-0n-Grade Edge InsulWoA 0.0 170.0(p) 18.B0 3196.0
Rahod 0.0 0.00 0.0
Sam Total: 1513.0 As.Bu@t Total; 31".0
INFILTRATION Area X BWPM = Points Area X WPM = Points
5.7
1213.0 -0.50 -715.7 1213.0 -0.59 -71
EneravGaxwO DCA Form 6004-N *WREM FLR3PA 2D3
I Nov- 13. 2001 12 :43PM BESTCON, I n No, 8 639 P- 5
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
L�w_RESS:,,, PERMIT*
BASE AS-BUILT
Winter Bass Points: 9290.3 Winter As-Built Points: 10262.3
Total Winter X System Heat? Total X Cap X Duct X System X Credit - Heating
Points MuMplier Po nts, component Ratio Multiplier Multiplier Muffloier Points
10M.3 1,000 1-064 omi 1.000 5475.6
9290.3 0.6340 4961.0 10262.3 1.00 1.0" 0.501 1.000 5475.6
ErW*vGft=v*DGA Fam WM-07 EnwQvGGUQ6ftResMEE'97 FLFt"203
. kv- 13 . 2001 12:44PM BESTCON, Inc . No, 8639 P. 6
FORM 60OA-97
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
[_�DDRESS:.. . PERMIT t.
BASE AS-BUILT
WATER HEATING
Number of X Multiplier a Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2746.00 a=.O 50,0 0AB 3 1.00 2809.86 1.00 842D.6
A*43UNt TotW: $429.6
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling + Heating Hot Water Total Cooling + Heating + Hot Water Total
Points Point's Points Points Points Points Points Points
5757.5 4961.0 8238.0 18956.5 1 4498.2 5475.6 8429.6 18403.3
E:PPAS
Er4nY4GMM%DCA Form 6MA-07 EnwavGauaWResFRF.E97 FLR3PA 203
I Nov - 13 , 2001 12 :44PM BESTOON, Inc. No , 8639 P. 7
FORM 60OA-97
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS:,,, PERMIT OF
BA-21 INFILTRATION REDUCnON COMPLIANCE CHECKLIST
COMPONENTS $ECTION — RqQUNqEMLNT&FOR EACH P86rjMg CMCK-
EM"OrWWWWA&DOOM 606.11ABC1.1 Wmdrnurn:.3 drn/sq.ft.vAndew area-5 d"YNA.door arse.
MAsnor&Adjacent Web SWAABC.1.2.1 Caulk,gasket,waa#wftrfp or seat between:windmWdoors&frome,surrounding wait
11bundstlan 6 well$do or$11 pleW joints between oftdorwd pejeh at cornam;LitNRy
penstrations;b"~vAMI panals&tc#boftm piates;between web and Pow
EXCEPTION,Frano walls%Am*a contilnuous infiltration b~is instal!W that adends
fnxn,and is seded W the flowdation to the top plate.
Floors WSAABCA22 Panetragons/operdnip;-I V'saftled unless backed by bias or jcirit rneint)ers.
EXCIUMOWFIsov ftors where a candmuous Infiltration berfier is vvetalled OW is so"
to 1!_V g%_kqj!@,r aeneirations and
Cal" 608.1.ABC.1.13 Setwwn waft&ceilings;pwobatlans or caft plane of top floor;around shaft,cham,
adlits,chirrineys,cabinets sealed to continuous air baniv,galps in gyp boto &top plaW,
attic access.EXCEPTION:Frarne ceffings where 0 cortnuous MMration barrier Is
InStailled that is pealed at the pedn*W.at pfflptratiom aid saarrigi,
Raosesed Lighting Fudures 6WAABC.1,2.4 Type IC rated vAh no penAratlans.sealed;or Type IC or non-10 rood,iristalled inside a
sealed bw with 1/2"cleareficis&3'from Insulaillore,or Type IC rood with<2.0 ctm from
conclilloned space,jes"g.
.Md"tory Housga W5.1-ABC.1,2-8 AJr barrW on oed meter of floor cawy OWN~floors,
AMitionall Infiltration MQU OW.I.ABC.1.3 EAmust km mted to ouirloors,darrVars;cornbustion space how"carft with NFP&
how ownbustion air.
A!-22 OTHER PRZES PTIVTE MEAS RES Imiat be met or oxemded by all midences.)
COUPONENT3 SECTION REWROMENTS C%CK
water Heaters 612.1 Coniply with aftiancy requilmnants In T"6-12.Switch or cJsady markagi drcult
b(oaker teftAfic)or mftff(go)must to�.External or bulk-in had tray Myired,
swinirring Pools&Spas 012.1 Spas&heated pods nvAt have covers(ewcW solar',-to r).Non-cw�pools
r"t 11sys 4 PLOM tirnw.Gas sPe&Pool healers must hame a rninrnurn
Xgopng of 78%.
Show haft 612.1 Water flow must ba restricted to no more then 2.5 @a1lons W minute at so PSIG,
Air DWAYAm Sysbvm 810.1 AN duc%,fittings,rnochanical equiprnent and pbrun charnben;shag be rnechanically
s1tw4W,sealed,WmAnted,and Installed Inaocardancewiththec-Ito ofSection6lo.
Oucts in unconditioned afts:R-4 min.insulalJon.
WAC Cwftls 18011.1 SePwats MINNY aC004110110 fMnU§l Or allWnEdC OMMOStat for aach syslerm
Insulsbon GD4.1,SD2.1 Ceft"n.R-19.Cormnan wells-Frarne R-1 I or CBS R-3 both sides.
Conmon oeffing&floors,R-1 I
Er^VvGwmTu DCA Fam 6011"7 97 FLRSPA 203
Nov - 13 . 2001 12 :44PM BESTCON, Inc . No - 8639 P. 8
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
N-- 0 ---- ��
ISTR"17M INIMIGY PERFOWMANCE SCORE* 33.0
The Mghrx the scam the more drident the home-
I. New ccustructim of C34t*K New 12. Cooling rJams
2. Single*Wy or multi-funily Single fin* Central Unit Car.24.0 kBtwbr
I Number of vui%if mufti-fiw* I sm-.�10,00
4. Number of Bedroams, 3 b.VA
5. Is dig a went CAW? yes
6. Candiwacd ficor W I .(fe) 1213 Ir N/A
7. Glass --&tm
I*Clear-single Pane 00 W 13. Hcxdag systems,
b.Clear-double pane 136.5 r Eoctric Hat Pump Cap,30b kBftibr
c. Tintlb&er gCtSHGC-&in*paw 0.0 113 HSPF:6.80
d.ToWother SCSHOC-double paut 0.0112 b.N/A
& Floortypes
a. Slab-On-Giadc Edge Inmdobon R-O-%170.0(p)A c.N/A
b.NIA
c. N/A 14. Hot water sy�
9. Wall"S a, Electric Resisumce Cap:50.0 Sallov*
a. Frame,Wood,Exteiicr R-1 1.0,1 OW,O fP M 0.86
b.Fn=c,Wood,AdjaceM R=1 10,206,0 ff b.N/A
c.NIA
d.WA 0 Cosservation avdift
e.N/A CHR-Heat recovery,Sular
10. Ceffing ryW I)HP-Dedicated bmt pump>
a. Under.Affic R-30,0,1=8.0ftl 15. lfVAC credits
b.Under Attic RF19.0,100.0 W (CF-Ced*6m,CV-Cma ventijifion.
c. NA HF-Whole house fee.
11. Ducts PT-Prorammable Tlimmcst4
a. Sup:Use. Rel'Use- AW Conge. Sup.R-6.0,100.0 ft RJR-Aftic,radiam Wrier,
b.W/A WC-Muhizane coobv&
W,H-Multirow he&AW
I certifY that this home has complied with the Florida Energy Efficimcy Code For Building
Coos"cum thimigh ft above energy saving feanires which will be imuned(or exceeded) 9
111 thiS h0t1ke WON final in:SpeCdOn.Otherwise,a new EPL Display Card wiD be completed
based on intallod Co"OW0 pliant atures.
Build"sivature; 1U1L/L1Z— Date-
Address of New Home: 7)7a;A., Sfkad Cft)�Zip: adoadtc* Wo
,72233
*NOTE: Ae home's estimated energyperformance score is only available through ih-e FL41PM computurpro8raw.
Ais hvAof a Buii&ng EnergyRafixg-Ifjvur score is 80 or greater(or 86for a US F-PAIDOE Energy&O designationA
Ymw home JURY qsfdbfYfOr PnePV effleJencP mortgage(ZEM)incentives ifyou obtmpt a Fk-oda Fiterw Gauge R�wng
Contact the Energy Cyauge firadine at 4071638 1492 or see the Energy Gauge wb mtr at wwwfseauef edufor
informabotrmtdat7stofcm*fiedRaters For information about Ronda's E)TcV Efficiency Code For BuildhW Canstmcpon,
contact the Depoftent of ConsmunityAffairs at 85W487-1824.
EnerevGauwX(Version.FLR3PA 203)
Nov - 13 . 2001 12 :44PM BESTCON, I n c N 0,8 6 3 9 P- 9
Residential System Sizing Calculation
Summary
Project Title: Class 3 Rating
1213 Registration No. 0
Climate:North
6/6/2001
Location for weather data; Jacksonville -Defaufts: Latitude(30) Temp Range(M)
Humidit Interior RH(5Q%) Outdoor we bbulb 7F
Y data; -) Humidity difference(49ar.)
Winter design temperature 32 F Summer design temperature 94 F
VAnter setpoint 70 F Summer setpoint 75 F
Wnter temperature difference 38 F Su!Mmer temperature difference 19 F
Total heating load calgliation 21046 Btuh Tob-kI cooling load calculation 20235 Btuh
Submitted heating capacity 30000 Stuh Submitted cooling capacity 24000 Btuh
Submitted as%of calculated 142.5 % Submitted as%of calculated 118.6 %
WINTER CALCULATIONS
Winter Heating- Load(for 1213 soft)
Load component Load ~d-WS(4a%)
Window total 137 sqft 3767 Btuh
Wall total 1206 sqft 3771 Btuh
Vllndo*,*
Door total 38 sqft 673 Btuh
Ceiling total 1328 so 1798 Btuh
Floor total 170 ft 5236 Stuh
Infiltration 115 cfm 4800 Btuh
Subtotal 200" stuh
Duct loss 1002 Btuh
TOTAL HEAT LOSS 21046 Stuh
SUMMER CALCULATIONS
Summer Cooling Load(for 1213 sq
Load component Load
Window total 137 sqft 5005 Btuh
Wall total 1206 sqft 2271 Btuh
Door total 38 sqft 400 Btuh
Ceiling total 1328 sqft 2019 Btuh
Floor total 0 Btuh
Infiltration 107 dm 2230 Btuh
Intemal gain 2400 Btuh
Subtotal(sensible) 14327 Stuh
Duct gain 1433 Btuh DYCW7%)
Total sensible gain 15759 Stuh
Latent gain(infiltrution) 3&% Btuh
Latent gainQntemaQ 920 Btuh The atting meMod usW was Ermvtoeu"symem sivV,
Total latent gain "76 Btuh PREPARED BY-, ..V
TOTAL HEAT GAIN 20235 BtUh DATE:
EnWMG8U0G* FLR3PA 203
OWNER Spec Lot 4 Block 227 Atlantic Beach
SPECIFICATIONS
DATE: 11/06/01
BUILDER: BESTCON,INC
CONSTRUCTION JOB ADDRESS: Lot 4 Block 227 Atlantic Beach
All Items may not apply. (Mark those either"In Allowance","Owner Choice", Not Applicable"N/A",None.
1. FOUNDATION: Not Applicable-Monolithic Slab
FOOTING-Concrete Mix or PSI:NA Slump:NA
Width:N/A Depth:N/A --7Reinforcing:N/A Number:N/A
Spacing:N/A -[Dowels:N/A TSpacing:N/A Keyway:N/A
FROST FOOTING-Concrete Mix or PSI:N/A Slump:N/A
Width:N/A Depth:N/A Reinforcing:N/A Number:N/A
Spacing:N/A Dowels:N/A Spacing:N/A Keyway:N/A
FOUNDATION WALL-Material:N/A 7 If Concrete Block-Size:N/A
Concrete Mix or PSI:N/A Slump N/A
Width:N/A Beam Pocket Size:N/A Reinforcing:N/A
Number:N/A Spacing:N/A N/A
PIERS-Concrete Mix or PSI:N/A Slump:N/A
Diameter N/A Depth:N/A —Tspacing:N/A N/A
Reinforcing:N/A Number:N/A Spacing:N/A
PILINGS-Material:N/A
Size:N/A I Spacing:N/A Depth:N/A N/A
FIREPLACE PAD-Concrete Mix or PSI:N/A S p:N/A
Width:N/A T—Length:N/A Depth:N/A N/A
Reinforcing:N/A rNumber:N/A Spacing:N/A
FOUNDATION WINDOWS:N/A Size:N/A
ATION DOORS:N/A Size:N/A
CRAWL SPACE-Ground Cover:N/A FVent�N/A
Access:N/A Drain:N/A
DRAIN TILE-Material/Size: N/A Material over Tile:N/A
FOUNDATION WATERPROOFING:N/A Vapor Barrier:N/A
Foundation Insulation:N/A FR-Value:N/A
Found.Bolt/Size:N/A Tspacing:N/A Termite Protection:N/A
GIRDERS-Material:N/A Size:N/A Span:N/A
COLUMNS-Material:N/A Size:N/A Spacing:N/A
BESTCON,INC. 4000-B St.Johns Avenue,JacksonviRe,FL 32205 11/7/2001
CRC-022365
OWNER Spec Lot 4 Block 227 Atlantic Beach
2. FLAT CONCRETE:
BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump:N/A
Thickness:N/A --TReinforcing:N/A F I.,i.11:.N/A
Vapor Barrier:N/A I Finish&Curing Compound/Sealer:N/A
HOUSE FLOOR-Concrete Mix or PSI:2500 Slump:3
Thickness:4" Reinforcing:Fibermesh Fill Sand
Vapor Barrier: 6 mil poly _7Finish&Curing Compound/Sealer:Steel smooth(no curing compound)
STOOPS OR PORCHES-Concrete Mix or PSI:2500 [ Slump: 3"
Reinforcing:Fibermesh Fill: Sand
Thickness:4" 7 size:Varies Finish&Curing Compound/Sealer:Broom finish
SIDEWALKS-Concrete Mix or PSI:2500 1 Slump:3
Reinforcing:Fibermesh —IFill: Sand
Thickness:4" 7 Size: 3' wide Finish&Curing Compound/Sealer: Broom
PATIOS-Concrete Mix or PSI: 2500 1 Slump: 3
Reinforcing:Fibermesh Fill: Sand
— _FFinish&Curing Compound/Sealer: Broom
Thickness:4" 7Size: 8'x 10'
DRIVEWAY-Concrete Mix or PSI:2500 Slump: 3
Reinforcing:Fibermesh _T Fill: Sand
_FFinish&Curing Compound/Sealer:Broom
Thickness:4" Size: 16'wide
IF REINFORCING REBAR-List Spacing: 2-#5 at perimeter
FOUNDATION BOLTS-Spacing: 1/2" x 10" 32" O.C. Location:At perimeter
EXPANSION JOINTS-Type:None Location:N/A
CONTROL JOINTS-Type: Scored Location:Walks and Driveways
3. FRAMING:
Framing Labor-
Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring;plates; exterior and interior walls; ceiling joists;
headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough fi–aming materials for stair jacks, treads and risers;
collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer
under the sill plates; sheathing and siding the exterior walls; siding comers; interior and exterior decorative beams and posts; exterior
moldings; windows; exterior doors (excepting the garage door); ventilation materials; fiz-fing blocks on concrete walls; bracing;
stiffbacks; backing blocks; nailing blocks; fi-aming for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck
girders;deck floor joists and flooring;deck handrail and seating;deck staiijacks,treads and risers.
HESTCON,INC. 4000-BSt.Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
2
OWNER Spec Lot 4 Block 227 Atlantic Beach
Framing iMaterials:
Sill Insulation: Foam Termite Shield:N/A
Bridging Material:N/A Joist Hangers:N/A
SubFloor Material:N/A Size:N/A Glue:N/A
Underlayment Material:N/A Size:N/A Glue:N/A
Wall Sheathing Material:7/16" O-S.B Size:4'x8'
Comer Brace Material:N/A
Wall Siding Material:CERTAINTEED Cedar Impressions(front)&Mainstreet(Sides& Size: Varies
Rear)
Roof Sheathing Material:O.S.B. Size:7/16"x 4 x 8
Flitch Plate Material/Size:N/A Bolts:N/A
Nails-Framing Members:Common or Galvanized(weather related) Siding:Galvanized
Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish
Use Grade& Size Spacing Greatest Span Each
Species Size
Sill Plate #2 SYP Pressure Treated 2A N/A N/A
Box Sill/Rim Joist N/A NIA N/A
lst Floor-Floor Joists N/A N/A N/A N/A
2nd Floor-Floor Joists N/A N/A N/A N/A
Ceiling Joists N/A N/A N/A N/A
Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35'
Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A
Interior Studs 42 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A
Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A
Headers,Windows&Doors #2 or Better SYP 2xlO/12 N/A 6'
Headers, Garage Door #2 or Better SYP 2x12 N/A 16'
Beams N/A N/A N/A N/A
Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
3
OWNER Spec Lot 4 Block 227 Atlantic Beach
Exterior Trim Material/Grade or Species Thickness Size
Fascia Board Vinyl
Soffit Vinyl
Siding Comers Vinyl standard comer post
Garage Door Trim Vinyl wrapped 2x8 PT
Window Trim 3-1/2" vinyl decorative trim
Door Trim 3-1/2" vinyl decorative trim
Rake Board vinyl
Exterior Beams Vinyl
Exterior Posts Vinyl
Flashing Material:#26 galvanized steel Windows:Aluminum
Doors:None Off Ridge Vents: Galvanized steel
Soffit Vents: Vinyl
Gable Vents:None
4. WINDOWS:
Manufacturer/Style: KINCO MARK 50
Material:Aluminum Insulated Glass: 5/8"
Screens:Fiberglass Storms:N/A
Grilles:Muntins on all windows and sliding glass doors Shutters:N/A
5. ROOFING:
Shingles Material:TAMKO Fiberglass Grade: 20 year Fungus Resistant
Weight/Thickness/Size: Spacing: Nails: 1-1/4" galvanized
Felt: 15# Size/Weight: 36"x 15# Nails: 1-1/4" galvanized
Roof Edging: 6"pre-painted galvanized steel Step Shingle Flashing: 5"x 5" galvanized
Chimney Flashing:N/A Chimney Counter Flashing:N/A
Valley Flashing:26#x 18" galvanized Roof Fans/Vents:6' steel off-ridge
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
4
OWNER Spec Lot 4 Block 227 Atlantic Beach
6. STAIRS:
LOCATION JACKS TREADS RISERS
Material Size Material Size Material Size
Basement N/A N/A N/A N/A N/A N/A
I st Floor N/A
2nd Floor N/A
Attic Stairs 22"x 54"x 8'9"
LOCATION HANDRAIL BALUSTERS POSTS
Material Size Material Size Material Size
Basement N/A N/A N/A N/A N/A N/A
I st Floor N/A N/A N/A N/A N/A N/A
2nd Floor N/A N/A N/A N/A N/A N/A
7. EXTERIOR
DOORS: (Including Storm Doors)
Door Brand/Model/Material Size Thickness Hardware
Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley
Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley
Shding/Patio KINCO M50 6'-0" 5/8"
insulated
Garag ROLL-LITE Model I 10 16'xT 2-1/2" ROLL-LITE
Other
BESTCON,INC. 4000-B SL Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
5
OWNER Spec Lot 4 Block 227 Atlantic Beach
8. INSULATION:
Location Material Thickness R-Value Vapor Total Sq.
Barrier Footage
Walls Fiberglass 3-1'2" 11 Tyvek —1650
M
Ceiling Fiberglass Batt/Blow 9-1/4"/13" Kraft —1700
Rim Joist N/A
Floor N/A
Other
9. INTERIOR MILLWORK:
Item Manufacturer Style Size
&/or Material
Doors Generic Hardboard 6-Panel Varies
Casing Generic Finger-jointed white pine WMP-256 2-1/4"
Base Generic Masonite WMP-623 3-1/4"
Shelving Ventilated steel Standard 12"
Window Stool Generic Finger-jointed white pine Flat Varies
Spindles N/A
Beams N/A
Door Knobs KWIKSET-Antique Brass Dorian Varies
Door Stops Generic-Antique Brass Spring or Hinge Varies
Chair Rail N/A
Crown Mold N/A
Beauty Mold N/A
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
OWNER Spec Lot 4 Block 227 Atlantic Beach
10. INTERIOR WALLS AND CEILINGS:
TABLE I
DRYWALLIPLASTER
Room Material Thickness Method of No.of Coats
Installation Walls Ceilings
ALL WALLS Sheetrock 1/2 Nailed, Screwed and 3
Glued
ALL CEILINGS Sheetrock/Popcorn Texture V2 " Ceiling Nailed 3
Finish-Walls: Smooth
Finish-Ceilings: Popcorn Texture
Other: 1 /2"water resistant sheetrock as second layers in wet area.
TABLE2
PANELING
Room Manufacturer Thickness Direct to Stud Full Wall or
Material/Style or Over High
N/A
TABLE3
SPECIAL MOLDINGS
Room Type Material Size
I I I 1 11
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,Fl, 32205 11/7/2001
CRC-022365
7
OWNER Spec Lot 4 Block 227 Atlantic Beach
Other:
11. CABINETS,VANITIES, COUNTERTOPS, BOOKCASES:
LOCATION NLANUFACTURER STYLE TOP BACKSPLASH HARDWARE
&/OR MATERIAL
Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None
Master Bath Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None
Guest Bath
Bath#1 Chadwood o Estate Recessed panel WilsonArt 4 ' WilsonArt None
Bath#2
Other:
12.MASONRY:
MORTAR MIX:N/A
FACE BRICK/STONE,Style/Number:N/A TBon(�Pattem:N/A
Mortar Color:N/A Joint:N/A
Lintels:N/A Brick Tie Spacing:N/A
FIREPLACE BRICK/STONE,Style/Number:N/A T-Bond/Pattem:N/A
Mortar Color:N/A Joint:N/A
Lintels:N/A Brick Tie Spacing:N/A
FIREPLACE FIREBOX:N/A Size:N/A
Ash Dump:N/A leanout:N/A Flue Tile&Size:N/A
Fireplace Lining Material:N/A Hearth Size:N/A
Mantel: Glass Doors:N/A
Combustion Air:N/A -7
STUCCO MIX:Masonry
Finish:Textured Thickness: 5/8" T No. of Coats: 3
Mortar Color/Painted: Per Color Sheet Metal Lath:w/felt
Other: Stutic o at foundation only
13. HEATING:
Gas Furnaces shall have an AFUE of 80%or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance
factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above,
=Type Of Heat:Electric
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
8
ONVNER Spec Lot 4 Block 227 Atlantic Beach
Hiating Brand Name,Model,Size:
Heating Brand Name,Model,Size:
Heat Pump/Air Conditioner Brand Name,Model,Size: JANITROL C/U CPKE30-lA A/H A30-05
Evaporator Coil,Brand Name,Model, Size:N/A
Thermostat,Make,Type: SECO
Supply Ductwork Material:Fiberglass R-6
There will be NO dampers(except in grilles)installed in the supply ductwork to control air flow.
Insulated supply: Flex-duct R-6
Return Air Ductwork Material:Fiberglass R-6
Insulated returns:Flex-duct R-6
Area Number of Supply's Number of Return Air Other
Basement N/A N/A
First Floor I I I
Second Floor N/A N/A
Registers Brand Name,Style,&Number:CODY One-way throw-I I
Grilles Brand Name,Style,&Number: CODY
Flue Material:N/A Size:N/A
Humidifier Brand Name,&Model:N/A
Electronic Air Cleaner Brand Name,&Model:N/A
Baseboard Heat Brand Name,Model&Numbers:N/A
Stove Vent:N/A Dryer Vent:4"metal
Bath Vents:':0" diameter aluminum Flue Cap:N/A
Other: Bath vents in Hall Bath ONLY
14.PLUMBING:
Waste Disposal-Public: City of Jacksonville Beach Private:N/A
Disposal Field:N/A
Water Supply-Public:City of Jacksonville Beach Private:N/A
Pressure Reducing Valve-Make&Model:N/A
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
9
OWNER Spec Lot 4 Block 227 Atlantic Beach
FS—Supply-Public:N/A Private:N/A
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
10
OWNER Spec Lot 4 Block 227 Atlantic Beach
Waste Disposal Material Joint Treatment Pipe Size
House to Main or Plant SDR35PVC Glue 4"
Under Basement Floor N/A
Above Basement Floor to Toilets N/A
Above Basement Floor to Sinks N/A
Above Basement Floor to N/A
Sump Pump N/A
Venting SDR35PVC Glue Varies
Flashing of Vents Steel and vinyl N/A Varies
Water Supply Material Joint Treatment Pipe Size
Main to House SCHD 40 Plastic Glue '/4
House to Water Heater CPVC SCD40 Glue Y4
House to Bathrooms CPVC SCD40 Glue 3/4"TO 1/2
House to Kitchen Sink CPVC SCD40 Glue Y4"TO 1/2"
3
House to Refrigerator CPVC SCD40 Glue 14"'10'/2"
House to Dishwasher CPVC SCD40 Glue N"TO 1/2"
House to Ice Maker N/A
Other
Gas Supply Material Joint Treatment Size of Pipe
Main to House N/A
House to Fixtures N/A
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
OWNER Spec Lot 4 Block 227 Atlantic Beach
Bathroom-Fixtures Description-Brand Name,Model Number,etc.
Master Bath Guest Bath Bath#1 Bath#2
Water Closet STERLING STERLING
Elongated Elongated
Toilet Seat Church Church f
Shower LASCO 3442
Tub STERLING
2660 Acrylic
Feature Tub Faucet&Control Lever DELTA D- DELTA D-
271OLHPfH62/A62W 1448LHP/H71/A
H 72WH
Shower Faucet&Control DELTA D-
1324LHPfH71/A72
WH
Lavatory Faucet&Control DELTA D- DELTA D-
2521LHP/H22/A22 2521LHP/H22/
W11 A22WH
Lavatory BRIGGS China BRIGGS China
Feature Tub OCOV-60
Location,Type&Number of Exterior Water Faucets: I @ front comer, 1 @ rear middle
Location,Type&Number of Water Stops/Shutoffs: @ all lavatories,sinks,&toilet. Main shutoff @ hose bib on front of house
Location,Soft Water:N/A
Other
BESTCON,INC. 4000-B SL Johns Avenue,JacksonviDe,FL 32205 t 1/7/2001
CRC-022365
12
OWNER Spec Lot 4 Block 227 Atlantic Beach
Fixture Description-Brand Name,Model Number,etc. Size/Other
Kitchen Sink E1jer C/I 33x22 4 hole 333"x 22
Kit. Sink Faucet/Control DELTA 172VVF Chrome
Disposal MAYTAG L20 1/3 horsepower
Wet Bar Sink
Bar Sink Faucet/Control
Washer Hook-up STARITE PVC
Laundry Tub
Laundry Faucet/Control
Water Heater RHEEM 81V52DT 52 gallon electric
Sump Pump
Water Softener
Other
15. ELECTRICAL:
Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp
Panel Box Manufacturer&Size- 150ampSquareD
No.of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10
What wire is Copper: Everything except service conductors
What wire is Aluminum: Service entrance conductor
Conduit Material:PVC
Brand Name-Switches: Levington Receptacles: Levington Cover Plates:Levington
Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
13
OWNER Spec Lot 4 Block 227 Atlantic Beach
22a High Voltage Wiring Detail:
Item Wire Breaker Size Individual Quantity
Size Circuit
Stove #8 copper 50 amp Yes
Oven #8 copper 50 amp Yes
Dryer # 10 copper 30 amp Yes
Water Heater # 10 copper 30 amp Yes
Furnace
Air Cond./Heat Pump #8 copper 40 amp Yes
Baseboard Heat
Recept./Outlet-Other 14/2 15 amp No
Temporary Service
Low Voltage Wiring Detail:
Item Wire Size Transformer Other
Door Chimes 22/2 copper 10 VA
TV RG59 coaxial 3 outlets
Telephone 22/4 twisted pair 2 outlets
Thermostat 22/8 thermostat
copper
BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
14
OWiER Spec Lot 4 Block 227 Atlantic Beach
I I@ Voltage Wiring Detail:
Location Breaker Wire Number&Type Number of Receptacles
Size Size of Switches Lights
Kitchen(Nook 20 amp #12 CU 4 4 15
Dinmg/Family 15 amp #14 CU 6 3 6
Foyer 15 amp #14 CU 3 1 0
Hall 15 amp #14 CU I 1 0
Master Bath 15 amp #14 CU 2 2 1
Guest Bath 15 amp #14 CU 2 2 1
Bath#I
Bath#2
Master Bedroom 15 amp #14 CU 3 2 5
Bedroom#1 15 amp #14 CU 1 1 5
Bedroom#2 15 amp #14 CU 1 1 4
Bedroom#3
Closet#1 15 amp #14 CU 0 1 0
Closet#2
Closet#3
Closet#4
Clothes Washer 15 amp #14 CU 0 1 2
Garage 15 amp #14 CU 1 2 2
BESTCON,INC. 4000-B SL Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
15
OWNER Spec Lot 4 Block 227 Atlantic Beach
1-10-Voltage Wiring Detail(continued):
Location Breaker Wire Number&Type Number of Receptacles
Size Size of Switches Lights
Garage Door Opener 15 amp 14/2 Cl 1
Garage 15 amp #14 CU
Storage Room
Unfinished Basement
Attic
Bath Fan/Lights 15 amp #14 CU
Garbage Disposal 20 amp #12/2 CU I
Hood/Fan OR 15 amp #14/2 CU
Microwave 20 amp #12/2 CU
Dishwasher 20 amp #12/2 CU
Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2
Exterior Lighting 15 amp #14/2 CU 4 3
Weatherproof Recept.. 15 amp #14/2 CU 2
Smoke Detectors 15 amp #14/2 CU 5
Electrical Fixtures Supplied and not in Electrical Allowance:
Item Brand Name&Model Number Wire Size Quantity
Dining Room FURNISHED BY OWNER I
Breakfast Nook Progress 4609-30 1
Foyer Recess with open trim 1
Rear Wall Bracket Progress 5 602-11 1
Master Bedroom Closet 4' 2 light wraparound I
Bathrooms Progress 3114-15 4
Bedrooms Progress 4609-30 4
Halls,Closet or Laundry Progress 3408-30 2
Garage 4' 2 light wraparound 2
Kitchen 4' 2 light wraparound I
Garage(front wall bracket) Progress 5846-11 1
Front Porch(O/H) Progress 5805-11 1
Kitchen Sink(0/11) Recess with open trim 2
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
16
OWNER Spec Lot 4 Block 227 Atlantic Beach
16. PAINTING:
PAINNT,E ERIOR: COLORWHEEL CW#300 Number of Coats: 2:N/A
Siding:Vinyl Trim:Vinyl
Doors:Owner's Choice Windows:N/A
Deck:N/A Garage Doors:To Match vinyl trim
Caulking:Siliconized Acrylic
PAINT,INTERIOR: COLORWHEEL CW#200
Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2
Walls of Papered Area:N/A Number of Coats:N/A
Ceilings: Popcorn texture Number of Coats:N/A
Garage Walls: Swiss Coffee L-4 Number of Coats: 2
Basements Walls:N/A Number of Coats:N/A
Floors:N/A Number of Coats:N/A
Ceilings:N/A Number of Coats:N/A
Paint and Number of Coats Interior Millwork: COLORWHEEL CW#350 2-coats Swiss Coffee L-4
Stain,Finish,and Number of Coats Interior Millwork:N/A
Paint and Number of Coats Cabinets:N/A
Stain and Number of Coats Cabinets:N/A
17. GUTTERS AND DOWNSPOUTS: NONE
Material:N/A Gage or Weight:N/A
Size:N/A Number of Downspouts:N/A
Splash Blocks/Downspout Extensions:N/A
Other
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
17
OWNER Spec Lot 4 Block 227 Atlantic Beach
18. CERAMIC TILE:
LOCATION FLOOR WALLS BACKSPLASH TUB/SH0WER OTHER
COUNTERTOP
Kitchen/Nook VINYL
Master Bath VINYL Owner's Choice To 7'-0" AFF
Guest Bath
Bath#1 VINYL Owner's Choice To 7'-0" AFF
Bath#2
Foyer C/TILE
Laundry V INYL
Method of Installation: Floors: Thin set o ver under underlayment Walls: Thin set over 1 /2"MR Sheetrock
Grout: Owners' Choice
Other
19. SPECIAL EQUIPMENT: (Not Included Elsewhere)
Garage Door Opener Brand Name&Model:Pre-wire ONLY
Attic Fan Brand Name&Model:N/A
Skylight Brand Name&Model:N/A
Roof Ventilator Brand Name&Model:N/A
Smoke Detectors Brand Name&Model: Firex 44 18 w/battery backup
Intercom Brand Name&Model:N/A
Style&Number of Speaker Outlets:N/A
Number of Telephone Outlets: 2
Number of Television Outlets:3
Burglar Alarm Brand Name&Model: N/A
Other:
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 11/712001
CRC-022365
18
OWNER Spec Lot 4 Block 227 Atlantic Beach
20. LOT GRADING and LANDSCAPING:
Lot will be final graded for proper drainage after or near completion of the house.
Square footage and type of sod:3,000 SF of Floritarn St.Augustine
Number and species of plants: 30-3 gallon plants(species vanes with availability)
Yardage and type of mulch: 4 yds.Cypress
Other:
21. SURVEY: Final survey shall be given to Buyers at closing,showing all improvement locations.
22.ALLOWANCES:
ITEM Manufacturer and INSTALLATION
Model/Style DATE(Tentative)
Wallpaper,Materials,&Labor N/A N/A
Floor Coverings- Carpet Portico-Monte Carlo, N/A
Fascination or
Illumination
Floor Coverings-Vinyl Armstrong-Memories N/A
Range MAYTAG CRE 9400CE N/A
Dishwasher MAYTAG DWU7402 N/A
Hood vent MAYTAG H 304RA N/A
Disposal MAYTAG L20 N/A
Garbage Compactor,Refrigerator N/A N/A
Cabinets,Vanities, Countertops,Bookcases See Above N/A
Electrical Fixtures Other Than Above N/A N/A
Mirrors, Shower Doors,Bath Hardware,Medicine Cabinets Lee-Rowan&Onmi N/A
Landscaping: Shrubs, Seeding,Seed Bed Preparation,Fertilizing& See Above N/A
Labor
N/A
N/A
N/A
N/A
N/A
N/A
23. PORCHES, DECKS, GREENHOUSE:N/A
24. MISCELLANEOUS:N/A
BESTCON,INC. 4000-B St.Johns Avenue,Jacksonville,FL 32205 11/7/2001
CRC-022365
19
LOUIS J. GABRIEL, P.E.
9610 BROKEN OAK BLVD.
JACKSONVILLE FLORIDA 32257
to /3A 2001
Re:-Wind Loading Requirements For LOt V-4 P-LY-ui Weit Atjr.-� SC4.d,
Dear Building Inspector:-
The architectural plans of the subject structure have been reviewed by
myself for compliance with section 1606 of the 1997-SBC for wind speeds
of 100 mph and concluded that the building structure will satisfy the wind
loading requirements of section 1606 of the 199T-SBC as long as sheets #9
thru #10 of the architectural drawings are satisfied.
it shall be noted that the following criteria were assumed throughout the
review and analysis:-
a) that the lateral diaphragm of roof and floor sheathing/trusses system is
of the flexible type, b) that the shear walls segments will interact in unison
due to their attachment to the above mentioned lateral diaphragm, c) that
the entire roof uplift forces will be transferred to the footings through the
use of metal strapping Aus, the uplift resistance of the designated shear
walls sheathing will be neglected, d) that the shear wall segments will
distribute the designated shear forces based upon their rigidities, e) that
the ceiling sheathing will provide adequate lateral resistance and will
relieve the ceiling joists of any shear forces acting normal to their
longitudinal axis, 0 that I have no knowledge of any subsurface sell
condition report ; thus, all footings are designed as shallow footings
bearing on soil that possesses a maximum allowable bearing pressure of
2000 psf. If contractor found any differing conditions through soil removal
or soil report, then I shall be notified and possible-footing design revisions
may need to be implemented prior to commencing footings work,
Please let me know, if further help is needed.
Sincerely
Louis J. Gabriel, P.E.
"WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE
L OC,ATe D 0 0 L OT 4 6 LUX TVI W eST
jITLANTIC BEACH , FL. THE ANALYSIS IS STRICTLY DONE
TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING
REQUIREMENTS FOR 100 MPH WIND SPEEDS AS OUTLINED
BY SECTION 1606 OF THE 1997-STANDARD BUILDING CODEVI
PREPARED BY: LOUIS GABRIEL, P.E.
DATE: 2001
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PAGE 1
owl
i,,, 7ate: 10/08/01 MANNING BUILDING SUPPLY LOG # : A0790
TRUSS DIVISION JOB # :
JACKSONVILLE
alesman: JOHN FERGUSON Pitch: 6/12
rustomer: BESTCON HOMES Job Name :
Address : 2440 South Beach Parkway Address : LOT 4/227 ATLANTIC BEACH
Jacksonville Bch, FL. 32250
!Resigner: KEN
------------------------------------------ ------
-------- -----------------------
Left Right
4,)tyl Span I O.H. I O.H. I Description
-------------------------------------------------------------------------------
1 51811 1 ' 611 1' 611 T-1
1 51811 of of T-1 GIR
1 12' 3" 8 11611 01 T-2 GE
of -2
4 12' 3" 8 11611 T
1 12' 3" 8 11611 of T-3
2 12' 3" 8 1 ' 6 01 T-3A
-H1
0
1 23 ' 3" 8 11611 T4
1 23' 3"8 1 ' 6'f 01 T4-H2
1 23 ' 3" 8 11611 01 T4-H3
01
2 23 ' 3" 8 11611 T-4
1 15 ' 3" 8 1 ' 6 11 01 T-5 GE
2 15 ' 3" 8 11611 of T-5
6 26 ' 6" 1 ' 611 1 ' 611 T-6
1 26' 6" of 11611 T-7
2 26P611 of 11611 T-8A
1 26' 6" 11611 11611 T-8
RAISED
1 26' 6" 116" 116" T8-H4
1 2 6 f 6 11 11611 11611 T8-H3 SEALS
1 26' 6" 1 ' 6'f 1f6" T8-H2
-H1 2
1 26' 6" 1 ? 611 1 ' 611 T8 -PLY
3 9 ' 10" 2 ' 2113 01 9 ' 10 H/J
10 7 ' 1 ' 611 of 7 ' E/J
6 5 ' 1 ' 611 01 5 ' C/J
6 3 ' 11611 01 3 ' C/J
10 11 11611 of 11 C/i
2 3 ' 11"5 2' 2113 0 ' 3 ' 11"5 H/J
01
1 2' 1011 11611 2 ' 10 E/J
1 911011 211117 01 9 ' 10 TRAY H/J
5 7 ' 11611 of 7 ' TRAY E/J
2 5f 11611 of 5 ' TRAY C/J
2 31 11611 01 3 ' TRAY C/J
2 lf 1 ' 6?1 01 1 ' TRAY C/J
Hardware Roof
-ply Truss Hanger
3 ,A ' HUS26 1
--------------------------------------------------------------------------------
36 Trusses 3 # of Hardware 0 # of I-Joist
0 Piggy' s
47 Jacks 0 # of Beams 0 # of Rim Board
----------------- ----
83 - Total Trusses
1. 00 NOT CUT OR ALTER TRUSSES, UNLESS
23'3"8 33'8"8 APPROVED BY TRUSS OFFICE
2. VERIFY ALL SPANS AND AMOUNTS. AS
TRUSSES WILL BE BUILT IN STRICT
ACCORDANCE WITH THIS LAYOUT
3. NO BACKCHARGES ALLOWED. UNLESS APPROVED
7' IN WRITING BY TRUSS PLANT MANAGER
4. APPROVED BY :
APPROVAL DATE:
T4-HL DEL. DATE
T4-H2\
T4-H3T
r7----T T-4 MANNING BLDG . SUPPLIES
11155 PHILLIPS PKWAY PH# 268-8225
JAX. FLA. 32256
6/12 PITCH 18" OH SO/CUT
I w
cu Eo Eo CD m
Lo
JOB: AO790
'o CUSTOMER: BESTCON INC .
JT 4, 41 LOC: LOT 4-227 ATLANTIC BCH
Ln7\
DESIGNER: KEN PARKER
i6'2"B 4-6" 12*3"8 16'4
(A0790- T-1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFIR�—
TOP CHORD 2x4 SP #2 N SPECIAL LOADS
BDT CHORD 2x4 SP #2 N ------(LUMBER DUR.FAC.=1.33 PLATE OUR.FAC.=1.33)
WEBS 2x4 SP #3 TC From 74 PLF at -1.63 to 74 PLF at 7.30
BC From 4 PLF at -1.63 to 4 PLF at 0.00
100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BC From 20 PLF a t 0.00 to 20 PLF at 5.67
LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, BC From 4 PLF a t 5.67 to 4 PLF at 7.30
WIND BC DL = 5.0 PSF. TC 67 LB Conc. Load at 2.89
BC 84 LB Conc. Load at 2.84
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
1404—=
6 �6 T
1 9-3
n
U 8-1-2
W1.5X4 III
W2X4(Al) W2X4(Al)
Li�1-6-0 J LE I-6-0
1-2-10-0 2-10-0---�
1— 2-10-0 J— 2-10-0 —1
�-5-8-0 Over 2 Supports
R=463 U=378 W=3.5"
R=465 U=378 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.375"/Ft.
—WAR N ING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND TC LL 30.0 PSF REF R151- -48247
B RACING REFER TO HIB 91 (HANDLING INSTALLING AND BRACING) D BY IF I (TRUSS PLATE
0 F 1 2 0 W , 1,),PUBLISHE , I
INSTITUTE 563 RIO D SO T MADII N FOR ALIT PRACTICE PR OR M.
I I ND D Y OPE Ly ED ............. 7.0 PSF
P D No 1 0 N E S ' 'E'R ATFO, T" IMOR SHA'LL HA E PR R ATTACHTO DATE 10/16/01
ERFORM I NG THE S E FIT NC T 1. ONE S IT V T C D L
5 P 0 ON 0 jGf CIL
IRUCTUR AL ',�NELS. BUTT 11 "OR 'EHALOL 1AVESE PROPIORLY ATTOPHEO R D C IN G R. k
—IMPORTANT, 1URNI S H A Py TH IS DESIGN 1 0 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 01289055
PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR OM THIS DESIGN; ANY FATIURE TO
BUILD TH TRUS S FS IN CON OR M AN ITH I PI F AB R I CATI N G� 1A11T AL NGSIND .42704
BRAC GCOTITR 10 0.0 PSF HC-ENG /DR
T I P LICA L P GNST PI�S (NAIT HAL DE 6N
ALPINE By S DES N UO I M D ROV IN 0
E F CE W ; OR L HIP I G, N ST Lf A
1 4 F US SE S. H IG N OR S WIT A P 8 SI BC LL
SPECIFf A ON P OR LISHED I H E AM F R IC AN F 0 REST AND P A P ER A SS OCIATION) AND T P1. ALP I NE 0 t
C1 N N ECIO R S Al E MADE OF 20GA ASTM A653 GR4 U GAL V STE E IF' E X OF PT AS N 0 TED. APPIL Y CONNECTORS TO TOT.L D 47.0 PSF SEQN - 30135
EA C H .... H F 'N us" 'NO U NL E S 5 OT HENN ISE LOCATED ON THIS DE SI G A, POSITION CONNECTOR S P ER .4th
DRAWINGS 160 A Z� THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEER I NO OFk1lo.- FROM KP
Alpine Engineered Products,Inc- RESPONSIBILITY S11111 FOR THE IIIJ11 ITIPINENI DESIGN 1HONN. TIE SUITABILITY AND USE OF I H IS OUR FAC. 1.33
Haines City,FL 33844 COMPONENT FOR AN Y PARTICULAR BUILDING IS THE RESPONS181LITY OF THE BUILDING DESIGNER, PER SPACING 24.0
FL Certifi ofAuthorization#567 ANSI/TP 1 1 1995 SECTION 2_, Oct
(A0790 AID) THIS DWG PREPARED FROM COMPUTER INPUT (TOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR�-
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
BOT CHORD 2x6 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF.
WEBS 2x4 SP #3
GIRDER SUPPORTS 26-6-0 SPAN TO BC ONE FACE AND 2-0-0 SPAN TO
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC/BC SPLIT OPPOSITE FACE.
W4X4=-
6 F— ---1 T
1-9-3
Li +8-1-2
W3X8 III
W2X5(Al) WHS(Al)
L– 2-10-0 2-10-0
�-5-8-0 Over 2 Supports
R=1878 U=660 W=3.5"
R=1878 U=660 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f 3 FL/-/3/-/EZ-/- Scale =.375"/Ft.
**WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
8 RACING REFER T?OHIB 91 D(HANDLING INSTALLINGOANOWBRAC15NG),).PUBLISHED BY TP (TRUSS,PLATE TC LL 30.0 PSF REF R151- -48248
INST I . 5 2 3 1 To m DATE 10/16/01
TUTE 83 D NOFR R ' SO 1 00 MADIS N 1 7 OR SAFET Y PRACTI IS R OR
PE 0 H E U NCTIIO ON E S E -I IND �ATEU, TO 9HORDF A L H VE PROPECIT A I H ........
RF RM I NG I F ONS, I S THERW SE I H L A Y I AC 65 TC DL 7.0 PSF
STRU C TURAL PAEEL S, BOTTOM CH ORD SHAOL L HAV E A PROPERLY ATTACHCED RIGSID CEI I ING. . ----iR
—IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 01289007
P
BRODUCTS, rNC.SSHALL NOT BEMRESEONSIBILEPFOR AN Y DEVIATNION FR OM THIS DESPIGN;,.AN Y FALLURE TO .42704
UILD THE TRUS E S IN CONFOR ANC W I TH I I; OR FA B R I CALL G, HANDLING, S I P I N I N S TAL IN G A140
BRACING OF TRUSSES ION CONFORM ITH APPLICABLE PROVISI OF NOS (NATIONAL DESIG14 BC LL 0.0 PSF HC-ENG MNM/WPF
SPEC I F I C AT I ON PUB L I HIS A ER N S M P S I DNS P TATE OF 77665
ALPINE SHEDTOY TDHES M I CA FOREWST A D PA E R A S TAT ON I AND IF I AL 14E
CONN E CT 0 S ARE MA DE OF 20GA AST M A653 G a 40 C AL V. TEEL EXCEOPCT AS ED APPL y 0 NNECTORS To TOT LD. 47.0 PSF SEQN
CR S PNOT
EACH FA 1 0 F TRUS S, AND UNLES S OTHERW ISE I OC AT E D ON THiS OF St GN, OSITION C ONNECTCORS PER
DRAWINGS 161 A-1 T H SEAL ON THIS DRAWING INIIIIATIS ACCEPTANCE OF PROFESSIONAL ENGI�EIRING DUR FAC. 1.33 FROM KP
iklpinc Engineered Products,Inc. R'SP N' HE IF I,' III, I'R TH E TR H SS C U MPON E NT ,S I GN SH U WN. I I ..Al IF IT, AND U IF OF TI 1,
' I SO 0 0
HainesCity,FL 33844 IUIIO�ENT FOR ANY PARTICULAR 8 Ul L D IN G IS TH E RE S P 0 NSIBILITY OF THE H LI,D ING D IS IGNER, PER Ct SPACING SEE ABOVE
FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2.
(A0790- T-2 GE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR."
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #1 Dense :B2 2x4 SP #2 N: ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF.
WEBS 2x4 SP #3 :W4 2x4 SP #2 N:
SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS.
SPECIAL LOADS
------(LUMBER DUR.FAC.=1.33 / PLATE DUR.FAC.=1.33) DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD.
TC From 74 PLF at -1.63 to 74 PLF at 0.00
TC From 134 PLF at 0.00 to 134 PLF at 12.29 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND
BC From 4 PLF at -1.63 to 4 PLF at 0.00 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS.
BC From 20 PLF at 0.00 to 20 PLF at 12.29 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT To THE GABLE END.
ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER.
+ MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS.
BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS.
IA13X5�� W4X4 X4 III —I—
WI.5X4 III
6 F— W3X
W3X3 W4 4-0-4
+ 1-10-8
wSX3 W3X6 W T
W3X8_—B2 +
+ W3X5 3 W1.5X4 111 3 + 8-1-2
W3X5 WI .5X4 III
W1.5X4 III
I-6-0 3J
6-1-12 1-10-4 3-10-9 0 5
8-0-0 4-3-8
8-0-0 4-3-8
6-1-12 6-1-12
12-3-8 Over 2 Supports
R=1134 U=842 W=3.5"
R=881 U=546 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale
—WARNING— TRUSSES REGUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND - -48249
0 RACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 30.0 PSF REF R151
INSTITUT 583 D'ONOFRIO DR. SUITE 'I%IIAI�Illl- 1 537PI9)' FOR SAFET Y PRACTEICLES PRIOR TO M
PE F N CTION S �LE THER SE N D I A'T111. I H RD SHALL HAVE PROP R Y ATTACHED
RF ORMI N� THE S E U U SS 0 C 0 C 0 TC DL 7.0 PSF DATE 10/16/01
STRUCTURAL P ANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID C EIL I M G, ^-%- —
—IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED c4% BC DL 10.0 PSF DRW HCUSR151 01289054
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN VIATION FR TH AN' FAILURE TO
Y DE OM " 'E"'
S S IN M N E I P N N I A
BUILD TH TR US F CONFOR A C W T H T 1; OR FA8RTCATI G, HANDLI GNSSHII P I N G NITAL GSIND 4 4
BRACING EF TR U S ES. THI S D E IG NI 0 R M S W ITH A P F11A 8 Il P R'V ISI of D (NATI 0 NAL DUE GN BC LL 0 0 PSF HC-ENG /D R
0
ALPINE SPEC IF I C AT I ON PSBLISHED By THE'AI'ER'I(CAN FOREST ANDP,A ER A S SO CI ATIONO) AND TNPSI, ALP I NE SEQN - 30141
CONN ECT 0 R S ARE M ADE OF 20GA ASTM A653 G R4 0 GAL V ST E E - EXCEPT AS NOTED APPLY CONNEC TRS TO OF TOT L D 47 0 PSF
EACH FA C E 0 F TRUSS. AND UNLES S OTHERWISE LOCATED ON THIS OF SI G N' PO SITION CONNECTORS PER %A
DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRUFESSIONAL ENGI�E'R'NG 0 Ft DUR FAC. 1.33 FROM KP
Alpine Engineered Products,Inc. RESPONSIBILIT Y SOLELY FOR THE TR USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
HainesCity,171- 33844 �OIIONE N T FOR AN Y PARTICULAR BUILDING IS THE RESPONS IB ILITY OF TH E B U I TOT N G D IS IGN E R, P ER Oct
FLC ificateofAuthorization4567 ANSI/T" 1 19 SECTION 2. SPACING SEE ABOVE
(A0790- T-2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.,-
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF,
WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD.
W4X4
W1.5 X4 6
6 F-- W1.5X4 III
T 4-4-3
W5X5 2-2-7
3 3 8-1-2
W2X4(Al) W3U��
I-6-0 3;J
4-5-0 1 7-0 4-3-8
6-1-12 F 6-1-12
8-0-0 4-3-8
6-1-12 6-1-12
-Q� 12-3-8 Over 2 Supports
R=725 U=553 W=3.5"
R=553 U=457 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.375"/Ft.
—WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND --48250
8 RACING. REFER TO HIB 91 (MANDL G AND BRACING) PUBLISHED BY TP I (TRUSS PLATE TC L L 30.0 PSF REF R151
I I E, ON U�NG INSTALLIN
NIT TOT 583 D OFRIO DR I TE - MAD I 1 0 N' WE 5 37 1 6), F OR SAF E TY PRACTI CIS PH I OR To
PE RE 0 R NG I E UNITE 0 N I '�L 55 T2HGERO I IE IND[ ATED, T P CHORD IHAL H V E PROPERLY 11TA1111 TC D L 7.0 PSF DATE 10/16/01
R TO ANE OTT M 0 L AV A E A D C I
U ' ' N C L A
IT U, RAL P LI, , G IM 11 SHA L H E PNUP RLY ATT IHEI R"I EIL NO
**IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 10 0 PSF DRW HCUSR151 01289056
P RODUCTS, INC. SHALL NOT BE RESPONSIBLE F AN IATION FR THIS DESIGN AN FAILURE
I M N E P OR Y N H OM N HIP I; Y
BUILD THE TRUSSESS N CONFER A C W ITH TOI;SOR FABDEIVATIG, PAIDLI,G, I HUNG. I NSTAL LIN G ATNOO 4 704 BC LL -ENG /DR
RAC I NO 0 F TRU SE THIS DE ION NF R M WITH APPLICA IF R OV IS I OF N (NATI 0 NAL DESIGN 0 0 PSF HC
ALPINE
S ITT C AT I ON P LISHED By I HESA M RCOA N FOREST AND P A P ER A ISO C IATIOON) AND TPS. AL PI NE
PIC 0 S E UB E IC F E TATE OF J
C'N'ECT I AR MADE OF 20GA ASTM A653 GR4 0 GAILY. ST EL, X CEPT AS N U TED. APPLY CON N ECTORS TO TOT L D 47 0 PSF SEON - 30171
EACH FAC E 0 F THUS I. All) UNIL,I I OTH,RW ISE LOCATED ON I H I I DES I ON, PO S11ION CONNECTORS PER
DRAWINGS 160 A Z. THE SEA[ ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OM
Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS OUR FAC. 1.33 FROM KID
Flaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER t
FL Certificate ofAutliorization#567 ANSI/TPI 1 1995 SECTION 2. SPACING SEE ABOVE
(A0790- - T-3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL 5.0 PSF,
WEBS 2x4 SP #3 :W3 2x6 SP #2 N: WIND BC DL = 5.0 PSF.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND.
W3X6-o
W 3 X 5
6 W3
5-11-7 6-2-11
15X
3 3
W2X4(AI) W3X5
L<1-6-0 J
6-1-12 5-8-43-40308
11-10-4
6-1-12 —1— 6-1-12
12-3-8 Over 2 Supports
R=725 U=467 W=3.5"
R=537 U=340 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.375"/Ft.
**WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
8 RACING REFER TO HIB (HANDLING INSTALLING AND BRACIIGI LISH BY TP I (TRUSS PLATE TC LL 30.0 PSF REF R151- -48251
INST I . 583 ON 91 Ul I ON W , E�'.PUB SED M.
TUTE OFRIO DR. I TE MAD S 1 7 F OR FET y PRACTICE S P R 1 0 R TO
H 0 ........
P 0 D' 0 S. SS W I I �ATED, A PR ACHED IF1
ERE RM NG THE E FUNCTI N �L TH2ER' SE ND T'P CHORD SHA LL VE PERLY ALL T C DL 7.0 PSF DATE 10/16/01
1 S U E 0 1 0
S TRU C TURAL P ANEL S. a OTT 0 M CHORD SHALL H AV E A P ROPERLY ATTACHED R IS ID CEILING. e
**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED B C DL 10 0 PSF DRW HCUSR151 01289057
P RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR A IATION FR THIS DESIGN AN FAILURE TO
Y 427
B SE IN M N I PI NY DEV OM N HIP ; .427
BRACINGCOFITRUSUES. THYISTOESIG CONFORMSEWTITHNAPPLPICABLESPROVISION OF NDS (NATPIONNAL DESIGN 0 0 PSF HC-ENG /DR
UILD THE THUS S CONFOR A CE W TH I ; OR FABRICATING, HANDLI G. S PING. I NSTAL LIN G AND B C L L
N
ALPINE SPEC F I AT ON P BLISHED B H E A M ER I CA N FOR S A D PA ER A S OC TAT I ON) AND I P I. AL I E ATE F - 30174
CONN EC T 0 RS ARE M AD E OF 2 0 GA ASTM A65 3 G R40 GAL V- S T E EL E E I AS NOTE D- APPIL Y C ONNECTORS TO TOT L D 47 0 PSF SEON
C 0 U S OC 8,S 11�P
z EACH FA E I TR SS, AND UNITES OTHERWISE L ATED ON T DE I GN, P OSITION C 0 N NECTORS PER R
Alpine Engineered Products,Inc. DRAWINGS 160 A 7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR -AC 1 3 3 FROM KP
RESPONSIBILIT Y SOLEL Y F OR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABNIGITTESAN 0 USEPOF THIS
Haines City,FL 33844 COMPONE N I F OR ANY P ARTICU I AR BUILD IN G IS TH E RES P ONS 1 8 1 LITY OF TH E B U LDI D IGNER, OR Oct 1 SPACING 2 4.0
FL Certificate ofAuthorization#567 ANSI/TPI 1 1995 SECTION 2,
(A0790- - T-3A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.-
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF,
WEBS 2x4 SP #3 :145 2x6 SP #2 N: WIND BC DL = 5.0 PSF.
FILLER 2x4 SP #3
RIGHT END VERTICAL NOT EXPOSED TO WIND.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING.
LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
W3X6
WH5o� W5
6 F-- 3-11-7
6-2-11 143X5 ��
n 4-10-1-2
W5X5 W1 5X4 III
W3X3
8
A *8-1-2
145X5 WI.5X4 III
1 6-0 W2X4(Al) --
B-7-0 3-8-8 0 4-1
3410-64 3-1-1 4-9-11
_5_ 3-0-0 5-3-8 1
4-0-0 3-0-0 5-3-8
12-3-8 Over 2 Supports
R=725 U=467 W=3.5"
R=537 U=350 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.375"/Ft.
**WARNING� TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING) G By TP I (TRUSS PLATE TC L L 30.0 PSF REF R151--48252
I I ON D OF 1 0 WI , 1,),PUBLISHE I
PNST LUTE, 583 D' OFRIO R.' 5 1 E 200, MAD,S,N 3 7P FOR SAFET Y PRACTI CES PR OR TO AL TC D L 7.0 PSF DATE 10/16/01
0 H I S. SS I H 0 ..........
SEIF,IM I NO I E'E 'ON" ON 'HUILE 0 T HER SE N I C ATED, I D CHORD S HALL AVE " PEILI ATTACHED IF1
TRU TURAL PANELS, BOTTOM OR D SHALL. HA" A P R UP ERLY ATTACHED 1IGID C E FLING.
*;IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C 0 L 10.0 PSF DRW HCUSR151 01289058
S,
RODUCT INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4 704
BULL THE TRUSSES IN CONFORMAN ITH TEL; OR FABRICATING, HANDLI SSHIPPING�NIIITALLINGSAND -ENG /DR
T S S E CE W N S P IIIAIII P I '% I I L
BRAC I N F TRUS E - TH IS ION FORM IT AP R OV I NOS AT ONA OF IGN B C L L 0.0 PSF H C
ALPINE
SPECIFICOT I ON UIT SHE D TDHE'AHEICO�N RI'T 'AND ,A,ER A ,DCJATS��) AOND T PI AL P I NE
C N EC 0 S P I By IC ED S S I N TOT.LD. 47.0 PSF SEON - 30177
0 N TCR OAR E MADE OF 2 OG A ASTM A653 GR40 GAL V' S T E E L' E ICE P T A S N 0 TED' APPL Y C ON NECTORS TO A,, 0
EACH FA E I TRUSS, AND UNLES S OTHERW I SE L OC ATED ON THIS DE SI G N, POSITION C ONNECTORS PER 0 ID
DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. 1.33 FROM K P
E — i —
Alpine Engineered Producu,Inc. RESPONSIBILIT Y SOLEL Y FOR THE TR USS COMPONENT DESIGN SHOWN. THE SO IL11Y AN D USE OF THIS
N P a THE S I E U�TABN S P
flaims City,FL 33844 COMPONE I FOR ANY ARTICULAR UILDING IS RE PONS BILITY OF TH B LDI G 0 LONER, ER Oct
FL Certifirate ofAuthorization#567 ANS I/T PI 1 11995 SEC TI ON 2. SPACING 24.0
(A0790- T4-H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR—
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL 5.0 PSF.
WEBS 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC
@ 24.00" OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS.
DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD.
W5X7 W1.5X4 III W5X7
W1.5X4 WI.5X4i�-
n
6 U 6
3-10-3
k-8-1-2
W3X5 W5X7 W3X5=— M F
W3X8(Bl) W3X8(Bl)
1-1-6-0.
3-9-4 3-2-12 4-7-12 4 3-2-12 3-9-4
7-0-0 4-7-12 - I - 4-7-12 7-0-0
7-0-0 9-3-8 7-0-0
23-3-8 Over 2 Supports
R=1817 U=930 W=3.5"
R=1717 U=863 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.25"/Ft.
--WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING) ISHED BY TP I (TRUSS PLATE TC LL 20.0 PSF REF R151- -48253
I NST I TUT E, 5 D'ON OFRIO I)R. SU I TE 200, MAD� 0 WI ,37 ;).PUBLR SAFET Y PRACTICLEYS PH I OR To M.
N. ED TC DL
PE 0 83 CTION S. ' E S J S DEE AC H ED 7.0 PSF DATE 10/16/01
RE RM NG T E ON ONE 0 THERW IF N OF C ATED, T OP CHORD S HAL L HAVE PR R ATT
S C I HES F 8 S H E IR
TRU TURAL PANELS, OTTOM CHORD SHALL AV A PROPERLY ATTACHED RIGID CEILING.
**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
BC DL 10.0 PSF DRW HCUSR151 01289059
P RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN Y DEV IATION FR OM THIS DESIGN; ANY FAILURE TO 0
B UILD T H E TRUS S E S IN CON f OR M A N E ITH I P1 OR ABRICATT N G. H ANDLI N G IP ING, I N STAL LIN G A No .4 704 -ENG /DR
P
B RAC NG 0 F S ES. T H IS ECIGW N F OR;S WITT A P I CAB LE P R OV I I �SSHF ND (NAfIONAL DESIGN BC LL 0.0 PSF HC
=z ALPINE S �Fl C ATITRIUPSBLISHED BY TDHESAMNRCOAN F'REST ANDPPLAPER A SSO CIATSOO) AOD TPS A LPIN E % 37.0 PSF SEQN - 30180
... Q S , ' E IC 0 V F L P S I N Y - STATE OF TOT LD.
1 0 N N ECTCR OAR M ADE OF 20GA ASTM A653 GR4 0 GAL ST E E OF T A N TED APPL CONNECTORS TO *%& If?. -
EACH FA E F TRUSS, AND UNtE S S OTHERWISE LOCATED ON THiS D�E S1 GN, POOSfTION CONNECTORS PER fk%q ;,'.
DRAWINGS 16 A Z, THE SEAL ON THIS DRAWING INDICATESOACCEPTANCEE OFIPROFESSYIONAL UESGINFERING I FROM KP
nets,Inc. RESPO N S IBI TO tELY F F U 0 E E S TH SU TAB IT IT AND E 0 T H,S DUR.FAC 1.25 FROM KP
Alpine Engineered PrId ITY SO OR TH TR SS C MPON NT D S ON H WN. 7�
Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BdILDING DESIGNER, PER Oct SPACING SFF ABOVE
FL Certificate ofAutliorization#567 ANSI/TPI 1 1995 SECTION 2. 1
I I I I I I I 1 -111 1 1 1 '1 -I I I I I I I I A I'I- , I
(A0790- - T4-H2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF,
WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD.
@ 24.00" OC.
W5X5 �� W5X7
W I.5 X 4
W W I.5 X 4
6 6 6 t
4-10-3
8-1-2
W5X7
W3X5(Al) W3X5 W2X5(Al)
L'-6-0.
4-9-4 _1_ 4-2-12 5-3-8 OE 4-2-12 4-9-4 �ii-i
9-0-0 5-3-8 1 1-10-4 1 - 7-1-12
9-0-0 5-3-8 —1- - 9-0-0
23-3-8 Over 2 Supports
R=1223 U=610 W=3.5"
R=1089 U=480 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale
—WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACIING.L,RE5FER TOOHIB-91 t)(HANDLING INSTALLINGOANDWORAC51NG)l PUBL IS BED ByY TPICTI(TRUSSIPLATE T C L L 30.0 PSF REF R151--48254
INST TUT 83 D' NOFRIOS R. SUST MAD I 1 31 4), FOR SAFET PRA IS PR OR TO
P 0 E U ' E F I D H 0 Ly ED T C D L 7.0 PSF DATE 10/16/01
ERFCRM I MG THE S F NCTION HUNL S 0 T2HOEOW',S E ISDNI�ATED, I OF CHOR SH ALL,,AVE PR PEC ATTACH
S TRU TURAL PANEL S I BOTTOM ORD SHALL H AV A P ROPERLY ATTACHED RIGID CE ING,
**IMPORTANT'- FURNISH A COPY OF THIS DESIGN 10 THE INSIAITITATION CO%TRACIOR. AtPI%E [%GINEFRED B C D L 10.0 PSF DRW HCUSR151 01289060
P A N FAILURE TO
RODUCTS INC. SHALL NOT BE RESPONSIBLE FOR AN Y DEVIATION FR OM THIS DESIGN; Y 42 4
BUILD TB� TRUS S ES I N CON 1 0 RN ANC E WITH I PI OR FA 8 R IC ATI N G, HANDLING, S I I P P I NO. I NSTAL Ll NO AND BC L
BRACING OF TRUSSES THI SIGN ONFORM WITH APPLICABLE PROVIS OF NOS (NATIONAL DESIGN L 0.0 PSF HC-ENG /DR
S IONS
E� ALPINE SPEC I FI C AT I ON P UBLISH ED B Y STDHEE AM I RCICA N FOREST AND P A P ER A SS OCT ATI ON) AND TP I A L P I N E STATE OF 30186
CONN I CT 0 RS ARE MAD I OF 2 0 GA AST M A6 5 3 GR40 G AL V. S TEE L I CE I AS NOTED* AF`P1E Y CONNECIORS TO TOT.LD. 47.0 PSF SEON
H C 0 E S I OC I HiS IESP
EAC FA E F TRUSS, AND ONE S OTHERW SE L AT 0 ON I D I G N, P OSITION C ONNECTORS PER tin
DRAWINGS 160 A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING % DUR.FAC. 1.33 FROM KP
Alpine Engineered Products,Inc. RE...N"81"I' '0 ITELY ED R THE TR U" '0"ON E A I DES I GI "0" 111 11 1 TAB IT 11 Y A NO "' U F T111
Haines City,F1, 33844 COMPONENT FOR ANY IAIT�CULAR B UILDIIG IS TIE ,I,P U N I B.LITY BE I HE B EI LDI'G 0"IGNER, PER Oct SPAC ING 24.0"
FL CeTtificate ofAuthorization#567 ANSI/TPI 1 1995 SECTION 2.
(A0790- T4-H3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR'-
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF,
WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD.
@ 24.00" OC.
W5X7
W5x5
W 3 X 5 W3X5
6 r— 6
5-10-3
W2X4(Al 8-1-2
W2X5(AI) W5X7 Wl.5X4
W I.5X4 W3X5
1.1-6-0_ 3-3-8
1-2-12 1 1-3-8 5-2-12
�R iE �R 5-'-i
11-0-0 7-6-12 3 ,1 7-6-12 3-5-4
—1— 11-0-0
QE 23-3-8 Over 2 Supports
R=1047 U=540 W=3.5"
R=1264 U=580 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.25"/Ft.
—WARNING— TRUSSET—REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
B RACING REFER TO HIB 91 (HANDL�NG INSTALLINGOANDWBRAC5ING)j PUBLISSED BY TP I (TRUSSPLATE T C L L 30.0 PSF REF R151-48255
I NST I TUTE. 5 B3 D'ON OFRIO DR.' S U TE 200� MAD I S N' 1 37 4), FOR AFET PRACTICES PR OR TO K T C D L 7.0 PSF DATE 10/16/01
P IRE 0 IM I N C TH"E FUNCTION 5 ON LE SS 0 T HERW I SE I N DI C ATED, T 0 P CHOR D SHA L L P A VE PR OPE R L Y ATTACHED . ........
S S R CEIL
TR TURAL PANEL , OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID ING
*;IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC OL 10 0 PSF DRW HCUSR151 01289061
RODUCTS INC. SHALL NOT BE RESPONSIBLE FOR AN Y DEVIATION FR OM THIS DESIGN; AN Y FAILURE TO
S I F I N I P1 I N N H P
BUILD TH� TRUS ES N CON OR A W T H T ; OR FAIR CATT G, 'HANDLI,G,,l I P ING. I NSTAL LIN G AND .42704
E-- B OF US SE S. T H D CE P B 10 SI 0 0 PSF -ENG
RAC NG TR E IS N OR S WITH A LICA L R OF NOS (NAT NAL OF GN 3 HC /DR
S I I P D B IS F P P SSO OV N PIN B C L L
ALPINE IF CAT ON LISHE T ESAMERCOAN F'REST ANDP A ER A C IATIOO) AND T PI. AL E
"' I U' Y H IC 0 E S OF
C 0 N N ECT.Ol ARE MADE 01 IGGI ASTI A153 GR4 0 GALV. STEEL' XCEPT A N'TED. APPLY CONNECTORS TO TOT L D 47 0 PSF SEQN - 30193
EACH F A CE 0 F TRUS S. AND U NEES S OTHERW I SE LOCATED ON THIS D EST ON, POSITIO N C ONNECTORS PER
DRAWINGS 16 0 A Z- THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R 10 1.33 FROM K P
16Jpine Engineered Products,Inc. RESPONS 181 LITY SOLEL Y F OR TH E TR U SS C U I P ON E N T DES I GN SH 0 WN. TO E S Ul TAB ILI T Y AND U S E 0 F T H IS DUR FAC
flainesCity,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THL RESPONSIBILITY OF TOE BUILDING DESIGNER. PER Oc L
FL Certificate ofAudiorization#567 ANSI/TPT 1 1995 SECTION 2. SPACING 24.0
� I I I" I I ' I I�I I I I I ' 'I - 1 -1 1 1 1 11 1 1 1 "1 1 1 1 J
(A0790- - T-4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.-
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT
BOT CHORD 2x6 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF,
WEBS 2x4 SP #3 WIND BC DL — 5.0 PSF.
SPECIAL LOADS ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
------(LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25)
TC From 54 PLF at -1.63 to 54 PLF at 23.29 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
BC From 4 PLF at -1.63 to 4 PLF at 0.00
BC From 20 PLF at 0.00 to 20 PLF at 5.95
BC From 80 PLF at 5.95 to 80 PLF at 17.35
BC From 20 PLF at 17.35 to 20 PLF at 23.29
W5X5
W1.5X4 III W 3 X 6
6 r-
6-2-1
WBX8 W3X5 W2X4(Al)
W3X5(Al) W2X4\\\
L---3-3-8---3;j
5-10-4 5-9-8 5-9-8 5-10-4 i3w I
5-10-4 11-7-1 2 5-0 1— 3-5 4 1
11-7-12 —1 11-7-12
Q� 23-3-8 Over 2 Supports
R=1104 U=560 W=3.5"
R=1391 U=630 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.25"/Ft.
—WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 PSF REF R151--48256
a RACING. REFER TO DID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE —
INSTITUTE 583 D'ONOFRIO DR. LIE MAIL 1 53719)- FOR SAFETY PRACTICES PRIOR TO 10/16/01
PE N' H I I S - SO 200'1 1"'�A'TE P H H E E L 0
RIORI I ' I 'S UNCTION , UNLE S' 'I HE" IL NOT U, T' ' 'RD SHALL Al PROP R I ITTAC ED TC DL 7.0 PSF DATE
SIR R CTURAL PANELS. BOTTOM C H OR D SMILE HAVE A PRO ..11 ATTACHED R'GL D C,ILIN
*;IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION ONTRACTOR ALP BC DL 10.0 PSF DRW HCUSR151 01289062
EVI FR C S : YINE ENGUINEERED
RODUCTI A T DESIGN. A F I
H� INC.SSHALL NOTFBEMRESEONSIBLEPFOR N D ATNION A I R To
G SH P N N .42704 -ENG /DR
IN I Y B OM ITT. IF I C, N
BUILD I TRUS ES CON OR ANC W TH 1 1: OR FA RICATI G, HANDLIN INSTAILLI G AID BC LL 0.0 PSF HC
BRAC�FGCOFITRUPSES. THY1 S DESIGN FORM S IT H APPLICABLEPROV ISIONS F NOS (NATIONAL DESIGN
ALPINE SPEC I AT U ELISHED TH E AMERC�ONA N FIREWIT AND PA ER A IATION) AOND TPI AL I
PT AS NO E 30201
EC G ON M E B 'R , V E L S OC P Y ON OF TOT.L D 37.0 PSF
CONN I RS ARE AD OF 2 0 GA AST M A 3 40 AL , S I E EXCE TED A PL C NECTORS TO SEQN
EAC H F AC E 0 F Ta U SS. AND UNL E S S OTHERW I SE IF OC AT E N THiS S, N P ITIOM C N RECTOR S ER
CC TO DUR.FAC.
A THE SEAL ON THIS DRAWING D U I E DE G I NEERING 1.25 FROM KP
DRAWINGS 16 IND CA S A EP A�CE"F PROFE'SIONA ENP 40
Alpine Engineered Products,Inc. RE BI OF Z TEL Y I R TH E TR U 0 ON IN I D S!GN SH OW N. THE OUITABILSITY AND US E 0 F TH I S Ve
SPONSI LI Y So 0 SS C MP E S
FfainesCityjl, 33844 COMPONENT FOR ANY PARTICULAR a UILOING IS THE RESPONSIBIL I TY OF THE BUILDING DESIGNER. PER Oct SPACING SEE ABOVE
FL Certificate ofAudiorization#567 ANSIJTPI 1 1995 SECTION 2.
(A0790- - T-5 GE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER.
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF.
WEBS 2x4 SP #3
SPECIAL LOADS END VERTICALS NOT EXPOSED TO WIND.
------(LUMBER DUR-FAC.=1.25 PLATE DUR.FAC.=1.25) SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS.
TC From 54 PLF at -1.63 to 54 PLF at 0.00
TC From 114 PLF at 0.00 to 114 PLF at 15.29 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND
BC From 4 PLF at -1.63 to 4 PLF at 0.00 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS.
BC From 20 PLF at 0.00 to 20 PLF at 15.29 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER.
DEWTCTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD. W04=— --1 6
T11 W3X3
+ MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS.
ERACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W3X5
3-7-8
6-7-12 W5X5 P,
W3X3 + + + + + -i�-10-1-2
W3X6 1 W3X8 +
2-0-0
�,L-8-I-2
W3X6
L�:1-6-0 3J
1_9_0 0-1-8
5-1-4 1 2-6-8 1 1-7-4 i 1�,4
5-3-0 1 2-4-12 1 1-7-4 4_6_0 2-0-8 1
i QE 5-3-0 - 13-3-0 10-0-8 2-0-8 �0
i-Q� 15-3-8 Over 2 Supports
R=276 PLF U=210 PLF W=5-3-8
R=678 U=530 W=3.5"
Note: All Plates Are W1.5X4 Except As Shown.
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.375"/Ft.
�WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
B RACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R151- -48257
I NSTITUTI, 5 83 D ONOFRIOSDR.' SUIT E 200. MADIS ON' WI 53719)- FOR SAFHETY PRACIEICES PRIOR TO
PERFORM I N TH E SE FUNCTION UNLE IS 0 THERW I SE DI C T , TO P C H 0 D SH LL A VE PROP R Y ATTAC ED TC OL 7.0 PSF DATE 10/16/01
0 E N P A ED RIG A H ..........
TRUCTURAL PANE BOTTOM CHORD SHALL AV A PRO ERLY ATTACHED R ID CEILING.
"IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
P RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN IATION FROM THIS DESIGN AN FAILURF To BC DL 10.0 PSF DRW HCUSR151 01289063
B UILD TH THUS I ES IN M E I PI Y DEV N H L P I; Y
E CON OR ANC W TH I F R CAT[ G, ANDIIN GN S'I PD' , 1 10 ALLING,AND 0. BC LL 0.0 PSF HC-ENG /DR
F OR AD I G NST 7
B RAC I NG F THU IS I I TH IS ES IG N FOR S WITH A P LICA B F PR OV I F A I (NAT NAL OF IGN
ALPINE 5 IICIFICCT I ON PU I ISHED BY TBE AMFR�CAN FMREST ANDP P A P IR A SSO'IATS1)0) AONI T11. Al"RE 'ATE J*
, N C . I I D , "
EOCN FTCR CARE MADE OF IUIA ASTM A113 GRI 0 GALI. IT EL E 1EPT A NOTE A NNEITORS TO L D 37.0 PSF SEON - 30207
A H A E F TR 0 1 1, AND UNLES I OTHERW I SE LOCATED ON THiS I')ES I GN, P OSITION C ONPECTORS PER
DRAWINGS 0 A Z- TH E SEAL ON THISODPAWEING INDICATFSOACCEPTANC�E OUFIPROFESSYIONAL ENGINEERHING DUR FAC 1.25 FROM KP
Alpine Engineered Products,Inc. RE PO N I BILL T LEL Y F R TH E TR U 1 14 ON T E H WN. ILL I TAB IF IT AND U SE 0 F T I I
HainesCity,Fl- 33844 COMPONENT FOIRYANYO PARTIOULAR 8 UILDSINCG I I TH E RESSOGNN 18 1 1 ITY OF TH C 6 U,LOT W G D IS IGNER, P ER
FL Certificate ofAuthorization#567 ANSI/TPI 1 1995 SECT] N 2. Oct SPACING SEE ABOVE
(A0790- - T-5 THIS DWG PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
BOT CHORD 2X4 SP #2 N ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF.
WEBS 2x4 SP #3
RIGHT END VERTICAL NOT EXPOSED TO WIND.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD.
W4X4
W1.5X4 III
W1.5X4 III
6 F— 3-11-7
6-11-11 W3X5
W3X5 4-10-1-2
W3X8
I W3X3
2-0-0
W2X4(Al) WI.5X4 III
I-6-0 –,1-- -5-1-4
5-1-4 4-1-12
-jr� :il- -E� 1-0-0 1-9-0
5-3-0 4-0-0 4-2-12 1 - 1-9-12
5-3-0 - 13-3-0 10-0-8 2-0-8
15-3-8 Over 3 Supports
R=293 U=440 W=3.5" R=561 U=648 W=3.5"
R=368 U=453 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.375"/Ft.
—WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND TC LL 20.0 PSF REF R151--48258
BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INST I 1. 5 0 MADISON 53719) 111TI PRACTICES PRIOR TO m
ERF RM I NCTION DR E ER. SE IF AT 11111 TC DL
TOT 83 D' HDFRIO
P 0 1 NO TH E U S- NlFSUlS`IET2H0O W I I NDPI C AWTED, To P CH611)"'Al'L ,A V E E y I ............ 7.0 PSF DATE 10/16/01
S TRU C TURAL PAECL S, BOTTOM CHOUR 0 SHAOL H AVE A P NO ERLY ATTACHED R��ID ll�LIN�.P'O' R
—IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC DL 10.0 PSF DRW HcuSR151 01289064
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE IRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND 6.42704 l
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN B C L L 0.0 PSF HC-ENG /DR
ALPINE IF C AT I ON PUBLI SPED Y I F A ER AN ST A N P P S AT I I A NO TP I� ALL P I N E —
SPEC 1 0 E E B H M IC FOR G V 0 A ER AS OCT ON Y ONNECTOR TOT.LD. 37 .0 - 30214
CONNECT RS AR MAD OF 2 0 CA ASTM A653 GR40 AL . STEEL, EXCEPT AS NOTED. APPL C S TO F: .1 PSF SEQN
CA C H F A C E 0 F TRUSS, AND UNL E S S OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS ISO A Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RIO DUR.FAC. 1.25 FROM KP
AlpillfZ od
i gincered Pr ucts,Inc. RE SPONS 18 1 t I TY SOt EL Y f OR THE TRUSS COMPONE NT OF S IGN SHOWN. THE SUITABIIITY AND USE OF I IS
ags City,Fl. 33844 COMPONENT FOR ANY PARTICULAR B031DING IS THE RESPONSIBILITY OF IH� BUILDING DESIGNER, PER Oct SPACING 24.0
Fl,Certifirate ofAutllorizAtion#567 ANSI/TPI 1 1995 SECTION 2.
(A0790- - T-6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #1 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF.
WEBS 2x4 SP #3
FILLER 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
LATERALLY BRACE BC ABOVE FILLER AT 24" OC.
W5X5
W3X5 15� Wl.5X4 III
6 6
Wl.5X4 III
W3X5(Al) W5X5 8 W5XI2 3 8-1-2
W5X7 W3X5(AI)
Ll-6-0 Wl.5X4 III 1_1-6-0_
11-7-0 -1- 14-11-0
L=- 7-10-4 5-4-12 4-9-12 8-5-4
8-0-0 3-0-0 -1 - 7-2-8 8-3-8
13-3-0 13-3-0
8-0-0 3-0-0 -1- 7-2-8 8-3-8
-26-6-0 Over 2 Supports
R=1071 U=1279 W=3.5"
R=1071 U=1279 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAILING AND
B RACING. REFER TO H I B 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R151-48259
IN STITUTE- 583 D'ONOFRIO DR.' SUITE 200. MADISON' WI 53719H' F OR SAFET Y PRACTEICLES PRIOR TO M.
PERFORM I N G T HES E F U N CTION S.,UNLE SS U THERW I SE ND I CATED, TO P C 0 HD S MA I L H A V E PROP R Y ATTACHED ............ TC DL 7.0 PSF DATE 10/16/01
STRUCTURAL PANELS, BOTTOM C ORD SHALL H AV E A P RO P E R LY ATTACHED RIGID CEILING.
-IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
P RODUC INC. SHALL NOT HE RESPONSIBLE FOR A IATION FROM THIS DESIGN; AN FAILURE TO BC DL 10 0 PSF DRW HCUSR151 01289065
B IS S I F M E I P NY N L N H P I G. I Y LIN
UILO THi THUS ES N CON OR ANC WI H 1 1; OR FA8REIVATI G, HAND I G, S I P N NSTAL G AND .4270
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CONNECT 0 RS AR E MAD E OF 2 OGA AST M A653 G R40 GAL V' ST E EL EXCEPT AS NOTE D APPL Y CON NECTOBS TO TOT.L D 37 0 PSF SEON - 30221
EA CH F A C E 0 F TRUSS, AND UNIF I S S OTH E RWISE I OC ATED 0 N THiS DE S,G N, P OSIT�O� C ONNECTORS PER
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Haill6s City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OL THE BUILDING DESIGNER, PER
Fl,Certificate ofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. Oct SPACING 24.0
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
(A0790- T-7
TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF,
WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF.
FILLER 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC.
HANGER = SIMPSON HUS26
FILL ALL NAIL HOLES.
RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED
CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER.
CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS
THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT
CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. W5X5
W3X5 W1.5X4 III
T2
6 F— 6 6-11-11
6
n
W1.5X4 III W5X12?
- F 8 a 3 8-1-2
W3X5(Al) W5X5 W5X7 5� W3X5(Al)
W1.5X4 III 1_1-6-0_
12-2-0 14-4-0 11
7-10-4 5-4-12 4-9-12 8-5-4
- 1 -2-8
8-0-0 r= 3- 0 7 8-3-8
8-0-0 13-3-0 3-0-0 - 1 7-2-8 -1 - 13-3-0 8-3-8
--- 26-6-0 Over 2 Supports
R=975 U=505
R=1076 U=585 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2 f 3 FL/-/3/-/E/-/- Scale =.25"/Ft.
**WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
8 RACING. REFER D H 18 91 (HANDL�NG 2INSTALLINGOANDWHRAC51NG)l PUFLISHED BY TP I (TRUSSPLAIE m T C L L 20.0 PSF REF R151-48260
I NST I TOT 5 83 T?INOFRIO DR.' S U T I Do. MAD I S N- 1 3 7 6). OR SAFET Y PRACTICES PR OR TO DATE 10/16/01
PE 0 H S. SS I I DI OPE L H ..........
RE RM I NO T E'E FUNCTION UNITE 0 THERW SE N C ATED, T 0 P CHORD SHALL HAVE PR R Y ATTAC ED iF1 TC DL 7.0 PSF
STR UC TURAL PANELS. BOTTOM CH ORD SHALL H AV E A P ROPFRLY ATTACHED RIGID C E ILING.
**iMPORTANT-1 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C 0 L 10.0 PSF DRW HCUSR151 01289066
P
BRODUCTS, INC.SSHALL NOT BEMRESEONSIBLEPFOR AN Y DEV IATION FROMLTNIS DHESPIGN; AN' FA'1111E TO o.4 704
UILD THE TRUS ES IN CONFER A N C W I TH T I; OR FABRICAT IN G, HANDIG. SIP I NO. I NSTAL IN G AND BC LL 0.0 PSF HC-ENG /DR
BRAC�NGCOFITRUSSES THY1 ORMSEWITH APPLPICABLESPROVISION OF NOS (NATIONAL DESIGN
- S DESIGN CONE S
ALPINE U N
SPECEFIDAT ON P.BLISHED B THE A M ER I CAN FOR ST AN D PA ER AS OCIAT ION AND TPI AL I E TA.Tr-OF 30224
CONN CT RS A R E AD E OF 2 G GA AST M A653 G R 40 GAL V S T EE L i EXC E PT AS NOTE I)- A P PIT Y C ONNECTORS TO TOT.L D 37.0 PSF SEON
EAC H FAC E 0 F TR U SS, AND UNL E S S OTHERWISE L OC ATED ON THIS DE SI GN. P OSITION C ONNECTORS PER Z —
DRAWING 16 A THE SEAL ON THIS DRAWING IND�CATESOACCEPTANCEE OFF PROFESSY[ONAL ENGTNEERHING R 10.
Alpine Engineered Products,Inc. RE SB I OT Z LEL y F OR TH E TR Q SS C 0 M PON E N T D E S GN SH WN TH S I TAB ILI I A NO SE 0 T I S OUR FAC. 1.25 FROM K P
SPONSI tf Y So I UL B ME S U S OF E Ul S
HainesCjty,FL 33844 COMPONENT FOR ANY PART C AR UILDING IS I RE P N IBILITY TH 9 LDING DE IGNtR, PER Oct
FL Certificate ofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. 1 SPACING 24.0
(A0790- - T-8A THIS DWG PREPARED FROM COMPUTER INPUT- (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF,
WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF.
FILLER 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC.
HANGER = SIMPSON HUS26
FILL ALL NAIL HOLES.
RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED
CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER.
CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS
THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT
CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. W5X5
W3X5 W 1.5 X4 III
T2
6
6
141.5X4 111 W5X12
f 3 8-1-2
W3X5(Al) W5X5 W5X7 W3X5(Al)
W1.5X4 III
12-9-0 13-9-0
7-10-4 5-4-12 4-9-12 8-5-4
8-0-0 3-0-0 - I - 7-2-8 8-3-8
13-3-0 13-3-0
8-0-0 3-0-0 '1 ' 7-2-8 8-3-8
26-6-0 Over 2 Supports
R=975 U=505
R=1077 U=585 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.25"/Ft.
**WARNING�� TRUSSES REQUIRE EXTREME FARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER T?UHIB 91 COIANDL INSTALLINGOANDWBRAC51NGI PUBLISHED BY IT I (TRUSSIPLATE TC LL 20 0 PSF REF R 15 1--48261
1 E. 5 U�NG 2 1 P
INST RUT 83 D NOFRIO R.' S T E 00�JMADI S N' 1 37 FOR SAFET PRACTI CIS R OR TO m
PE RE 0 R NG TH E I UN CTION S. UNLE IS THER SE NDI ATED, T P CHORD HALL H AVE PR 0 PERLI ATTACHED .... TC DL 7 0 PSF DATE 10 16/0 1
MI ES 0 C 0 S
SIR UC TONAL PANELS, B OTTOM CHORD SHALL H AVE A PROPERLY ATTACHED RIGID C El LING.
—IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
P RODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN; AN FAILURE TO B C OIL 10 0 PSF DRW HCUSR151 01289082
B SE IN I M T rPI B I N tj H P I G, I LIN
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BRACINGCOFITRUSSES TH DEES CONFORMS,WITH APPLPICABLESPROV1,1 N OF NOS (NATIONAL DESIGN B C LL 0 0 PSF HC-ENG /DR
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C N EC 1 0 RS ARE MAD E OF 2 A AST A653 SR40 GAL V TEEL E XCEPT AS NOTE D APPL Y C ONNECTORS TO TOT L D 37 0 IDSF SEQN - 30227
0 N C 0 OG S M I E OC I - SI P C
EACH FA E F TRUSS, AND UNLES OTHERW S L ATED ON THIS OF GN, OSITION ONNECTORS PER %
D,RAWINGS A ' TI' SEAL IN THIS DRAWING INDICATESSUACCEPTANCEE OFF PROFESSYIUNAL INGINFERHING
I ELY , E I S 0 IN E H I I L S I I R% OUR FAC 1.25 FROM KP
Alpine Engineered Products,Inc. ROSPON S U11'L'I)T y So L 0 R TH TR S C MPON I S GN WN. I T111 IT AND I I
ThinesCity,171, 33844 C 14 P ONENT FOR ANY PARTICULAR 6 UILDING IS THE RED S P 0 NSIBI�ITY OF T�HE B U,LD IN, D'S fGNIR,'PE�R 0 t
FL Certificate ofAuthorization TV 567 1 ANSI/TPI 1 1995 SECTION 2. SPACING 24.0"
(A0790- - T-8 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY IRUSS MFR.
TOP CHORD 2x4 SP #1 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF,
WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF.
FILLER 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC.
W5X5
143X5 W1.5X4 III
6-11-11
n
Wl.5X4 III
W5XI2
3 8-1-2
W3X5(Al) W5X5 W5X7 W3X5(Al)
Ij-6-O_ Wl.5X4 III I_1-6-O_
1 12-9-0 —1— 13-9-0 —1
7-10-4 4�.l
<� —1 5- J�m 4-9-12 [,Qm 8-5-4
8-0-0 3-0-0 7-2-8 8-3-8
13-3-0—1 — 3-0-0 7-2 13-3-0 8-3-8
8-0-0 -8 1
26-6-0 Over 2 Supports
R=1070 U=579 W=3"
R=1073 U=581 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2 f 3 FL/-/3/-/E/-/- Scale
BWARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND - -48262
RACING REFER T%HIB 91 (HANDL�NG INSTALLINGOANDWBRAC51NG) PUBLISHE 0 ByY TP I (TRUSSIPLATE T C L L 20.0 PSF REF R151
I NST I TUT-E, 5 83 D NOFRIO DR. SO TE 200. MAD�SDN- 1 37 1 6). FOR SAFET PRACTI C IS PR OR TO M.
P 0 U S - S I ... T C D L 7.0 PSF DATE 10/16/01
ERE RM I NO THESE F NOTION UNITE S THER W N I ATED, I P CHORD SHALL HAVE PR 0 PERITY ATTACHED
S C NE LS, BOTTOM CH ORD SMAOLL HAVESE, P ROPCERLY ATTACHED RIG I D C PIT ING ilFt
TRU TURAL PA
FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE To c.42704 B C D L 10.0 PSF DRW HCUSR151 01289067
B UILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND
E— BRACING OF TRUSSES. THE S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN BC LL HC-ENG /DR
ALPINE SPEC I Fl C AT I ON PUBLISHE D B Y TH E AMER I CA N F OR E ST AND PA P ER AS S OCIATION' AND TPI AL P I N 0.0 PSF
CO N N E CT 0 RS ARE MAD E OF 2 C GA AST' A653 GR40 GAL V, S I E EL. EXC E PT AS NOTE, A,PIT Y C GNW ECTORS TO STATE OF: TOT L D 37.0 PSF SEON - 30242
EA CH FA C E 0 F TRUSS. AND UNIF,S, OTHERW ISE L OC AT E D ON T H I S OF ST GN, P OSITION C ONNECTORS PER
DRAWING 16 A TH SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 0 R
1 0 Z Y E E U S C EN 1 0 E Ul ILI Y U F OUR FAC 1.25 FROM KP
)Upine Engineered Products,Inc. RESPONSSIB LITY SOLEL FOR TH TR S C MPON I DES GN SH WN. TH S TAB I AND SE 0 THIS
Baines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUIIDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct I
FL Certificate ofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. SPACING 2 4.0
(A0790- - T8-H4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS It DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2X4 SP #1 Dense 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF,
WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF.
FILLER 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SEE OWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING.
DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC.
W5X5
W3X5 1�� W1.SX4 III
6 6
6-10-3
n
W1.5X4 III
8 n W5X12 F�i 3 +8-1-2
W3X5(Al) w5X5 W5X7 W3X5(Al)
1,1-6-0_ W1.5X4 111 -6-0
22-9-0 13-9-0
7-10-4 5-4-12 9-12 8-5-4
8-0-0 Ir- 3-0-0 -1 7-A8 8-3-8
8-0-0 13-3-0—1— 3-0-0 —1— 7-2-8 13-3-0 8-3-8
26-6-0 Over 2 Supports
R=1070 U�580 W�3"
R=1073 U=581 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.25"/Ft.
"WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHTPPING, INSTALLING AND
BRACING RCF IR To "' 91 (HANDLING 12NSTALLINGOANDWBRAC51NG)1.3,PUBLISHEDEBYY TP I (TRUSSPLATE TC LL 20.0 PSF REF R151--48263
INSTITUTE, ,83 D'ONUFRIO DR.' SO TE GO, MAD I S N' 1 37 9 FOR SA F T PRACTI CES PR OR T 0 TC DL 7.0 PSF DATE 10/16/01
P ENFOR M I NG THE S E F ON CTION S ON LE S S 0 THER W I SE I RUE C ATED, T C P C HOR U SHALL HAVE PH 0 PERLY ATTACHED F1
STRUCTURAL PANELS, 8 OTTOM CHORD SLIALL HAV E A P ROPERLY ATTACHED R IG 10 CEILING
—IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 01289068
PRODUCTS INC.SSHALL NOT BE RESPONSIBLE FOR AN Y DEVIATION FROM THIS DESIGN; ANY FAILURE TO 427 4 —
I F �M I P1 a I N I IF T G, I Sr I[
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N MS W S
SPEC I AT ON LISHED A ERICA FOREST A D PA ER A T AND TP AL I E
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0 N T RS ARE MAD OF 20GA ASTM A6 3 40 AL . STEEL, XCEPT AS NOTED. APPIL C NECTORS TO
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
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AlpinflaEn RE BE I SO LELY I a 111 11 U SS I a 11111 C N1 11,1 IN 11 0�N. i U I Y ND G F THIS
,ngineered Products,Inc. T C, B , N N , I C I
es City,FL 33844 COSPOORNSENET TOR'ANY IAIT'IC AN U1 DI G IS T E ESP NS III ITY OF 'T'H'E SHHI'LOIN"G T11'IGNER"'IE1 "IS C t VSP A N G 24.0
FL Certificate ofAuttiorization#567 ANSI/TPI 1 1995 SECTION 2.
J -11
(A0790- T8-H3 TUIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR._
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF,
WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF.
FILLER 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC LATERALLY BRACE BC ABOVE FILLER AT 24" OC.
@ 24.00" OC.
DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD.
W5X5 W5X5
W3X51��
W1 5X4
6 5-10-3
W1.5X4 III W5X5
8 n 3 8-1-2
W3X5(Al) W5X5 W5XI2 �� W3X5(Al)
1_1-6-0_ W1.5X4 III 1_1-6-0
12-9-0 —1— 13-9-0
7-10-4 3-1-12 1 4-6-0 5-1-1 5-10-15
8-0-0 3-0-0 7-2-8 8-3-8
11-0-0 4-6-0 —1— 11-0-0
8-0-0 —1— 3-0-0 1 - 7-2-8 8-3-8
26-6-0 Over 2 Supports
R=1071 U=565 W=3.5"
R=1071 U=565 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2 f 3 FL/-/3/-/E/-/- Scale
—WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND R151-48264
B RACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 PSF REF
INSTITUTE' 583 D'ONOFRIO DR.- SO IT E ZOO. MAD ... I .....). I" SAFETY PRACTICES PRIOR To ILI M. --b
P ERFORM I N G T H E S E FUNCTION S. UNITE SS OTHER W I SE INDL�AWTEI, TO P C H 0 R U SH A L L H A" PROP E R L Y ATTAC U ED ......... T C D L 7.0 PSF ATE 10/16/01
S TRUCTURAL PANEL S. BOTTOM C H OR D SHAL L HAVE A PRO P ERLY ATTACHED RIGID CEIL ING�
"IMPORTANI" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 10.0 PSF DRIAI HCUSR151 01289069
P RODUCTS INC. SHALL NOT BE RESPONSIBLE FOR AN y TATION FR OM THIS DESIGN AN Y FAILUR E TO
B S I M N E HE N H N HIP Lf
JILD TH� THUS ES N CONFOR A C WITH I ; OR FABDEIVATI G, ANDLI G, S PING INSTAL NG AND 0. 27 BC LL 0.0 PSF HC-ENG /DR
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ALPINE SPEC IF I C AT I ON PUB LASHED B Y T h E A M ER I CA N FOR E ST AND P A P ER A S S OCIAT I ON) A NO TP I AL P I NE STATE F 30249
CO N N ECT 0 RS ARE MA D E Of 2 D GA AST M A653 G R40 GA L V S I E E L E XCEPT AS NOTED APPIL y ON RECTORS TO TOT L D 37.0 PSIF SEON
EAC H FAC E 0 F TRUS S, AND U NILE S S 0 THER W I S E L DO ATE 1) 0 N I H is "S'G N P ITT N C NNECTCRS PER DUR FAC 1.25 FROM KP
ORA W INGS 16 0 A Z. THE SEA 1 0 N THE S 0 RA W IN G I U D CATE S ACCEPTANCET POOFE'SiONAL ENGINEERING
Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOW N. THE OSUITABILSITY A N D USE OF THIS
Haines City,111, 33844 COMPONENT FOR ANY PARTICULAR BUILDING I S THE RESPCNSIB I L I TY OF THE BUT I DING DESIGNER, PER C t SPACING 9 A 0
FL Certificate of Authorization#567 ANSIJTPI 1 1995 SECTION 2.
(AD790- - T8-H2 TILTS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2X4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WINE) TC DL = 5.0 PSF,
WEBS 2x4 SP #3 WIND BC DIL � 5.0 PSF.
FILLER 2x4 SP #3
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING.
IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC LATERALLY BRACE BC ABOVE FILLER AT 24" OC.
@ 24.00" OC.
DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD.
W5x5 W1.5X4 III W5x5
W I.5 X 4 W1.5X4
6 r-- 6
4-10-3
W1.5X4 Ili
8-1-2
W3X5(Al) W6X6 W6X12 W3X5(AI) ---
1_1-6-0 WI.5X4 Ili -6-0_
12-9-0 -1— 13-9-0
4-9-4 4-2-12 6-4-4 4-1-1 4-10-15
8-0-0 3-0-0 1 7-2-8 0-lb 3- 7-9-11
9-0-0 1— 8-6-0 9-0-0
8-0-0 —3-0-0 1 7-2-8 8-3-8
-26-6-0 Over 2 Supports
R=1071 U=551 W�3.5"
R=1071 U=551 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TP I (STD) 18.2f3 -FL/-/3/-/E/-/- Scale
**WARN(NG�� TRUSS ES R E QUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND
BRACING, REFER TO H19 1 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TP I (TRUSS PLATE T C L L 20.0 PSF REF R151--48265
INSTITUTE, 583 D'ONOFR9 DR ' SU I I F 2DO. MAL)I S D N' W 1 5 37 1 FOR SAF E T Y PRACTICES PR I OR TO M. T C D L 7.0 PSF
10
PERT OHM ING THESE FUNCTIONS. UNITES S OTHERW I SE I NDICATED, To P CHORD SHALL H AVE PR OPE RITY ATTACHED ........... DATE 10/16/01
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
—IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
P RODUCTS, INC. SHALL N BE RESPONSIBLE FOR AN DEVIATION FR THIS DESIGN AN Y FAIJUR E TO B C 0 L 10.0 PSF DRW HCUSR151 01289070
a I S I ()I M E PI Y 6 1 N OM H P I; . LI 04 i
�ILO THE RbS IS N CONFOR ANC WITH t ; OR FA R CALL G, HANDLING, S I P NG INSTAL NG AND
BRACING OF TRUSSES THI S DESIGN CONFORMS WITH APPtICABLE PROV ISIONS OF NOS (NATIONAL DESIGN B C L L 0.0 PSF HC-ENG /DR
ALPINE
I Ff C AT I ON P I SHE D T E A R I CA N FOR F ST A NO PAPER A 5 5 OC IATI ON) AND 7P I ALPI N E
SPEC 0 UB I By H MME V I D A PPLY NW E11111 TO S 0 J SEON - 30252
CONNECT RS ARE MADE OF 20GA AST A65 OR40 GAL , ITIEL,' 11EPT AI'NITE TOT.L D 37.0 PSF
EA C H F A CE 0 1 THUS S, AND UNITES S 0 1 HER3W I S E I OC AT E 1) 0, IN OF"ON, OSITION ,0 N�EIT'O'R)l ,ER A - --
DRAWING T ON IHIS [)HAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING %
RE Y HE U 0 6 1 0 E I IL Y I H OR% DUR FAC. 1.25 FROM K P
Alpine Engineered Products Inc. SB115L�TA Z LEL 0 RSEAL TR S C MPON NT S ON SH WN. IN SU TA a IT AND USE U I IS
Haines City,Fl, 33844 SPONSIT RYASO PARTF1 C ULAR a 61LOING I S TH E REDSP 0 NS 1 6 It[TV of TH E BU I LDfNG D IS ION E R, I ER C t
COMPONEN ED NY SPACING 2 4.0
Fl,Certificate ofAuthorization#567 1 ANSI/TPI 1 1995 SECTION 2
(A0790 Al 2/PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 2 Complete Trusses Required
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3 NAILING SCHEDULE: (0.1310.0—g—nails)
FILLER 2x4 SP #2 N TOP CHORD: I ROW @ 12" o.c.
BOT CHORD: 1 ROW @ 12" o.c.
100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED WEBS : I ROW @ 4" o.c.
ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
IN EACH ROW TO AVOID SPLITTING.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND
SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.18" DUE TO DEAD LOAD.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC
LATERALLY BRACE BC ABOVE FILLER AT 24" OC. @ 24.00" OC.
#1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
W5X7 W5X7
W5X5 n
T2
6 6
3-10-3
n X8 W5X5 3 8-1-2
W 2�X4 WD6(Al) �—�
W3X6(Al)
12-9-0 13-9-0
7-0-0 12-6-0 7-0-0 i
7-3-8 11-11-0 7-3-8
--26-6-0 Over 2 Supports
R=2025 U=970 W=3.5"
R=2024 U=970 W=3.5"
Note: All Plates Are W1.5X4 Except As Shown.
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale
**WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICAT ON, HANDLING, SHIPPING, INSTALLING AND
0 RACING. REV ER TO HIB 91 (HANDLING INSTA L LING AND BRIACING). PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 PSF REF R151--48266
INSTITUTE 583,D'ONOFRIODR. 'U IT E 20O.IMAD 1 1 53719) FOR SAFET Y PRACTEICLEYS PRTIORHTO M. T C D L 7.0 PSF DATE 10/16/01
HE RFORMIN� THE S FUNCTION ' �Ll OTHER W ISNODNT�AWED, �Rl SH A L I HAVE PROF R AT AC ED
SIR U CTURA L P ANELS, BOTTOM CHORD SSGAL L H AVESA P ROPFRLY ATTOACHCEDH RIGID CEI LING X
C41% 10,0 PSF DRW HCOSR151 01289006
�;IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC DL
RODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN Y DEV fATION FROM THIS DESIGN; AN Y FAILUR E To
8 UILD THE TRUS S E S I N CON F OR M ANC E WITH T PI; OR FABRICATE N G, HAND L ING. S HIP P I N G, INSTAL LI NG AND .42704 1 BC LL 0.0 PSF HC-ENG MNM/WPF
BRAC�NGCOFITRUSSES THY1 DESIGN CONFORMSW11H APPILPICABLE, PROV INONS OF NOS (NATPIONAL DESIGN
- S
ALPINE
SPE F AT ON PUBLISHED B TH AMERICAN FOR ST AN A ER A S IATION AND TP I AL INE
C I a t E AF 5 3 40 6 V D E OC ) D Y ON OF: TOT.L D. 37.0 PSF SEON 77669
CONNECT RS AR MAD OF 2 0 GA ST M A6 GR A L - S T EL. E'CEPT AS NOTE - APPL ' NE C TONS 10 A
EACH FA C E 0 F TRUSS, AND UNL E SS OTHERW I SE L GO ATED ON T H I S OF S,GN. P OSITION ,0"11TORS PER
L ON THIS DRAWING IND101TES ACCEPTkNCE OF PROFESSIONAt ENGINEER NG MO. OUR FAC. 1.25 :F R=10)M �KP
DRAWINGS 16B A Z THE SEP' I
Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TR U SS C 0 MPJN E ITT DES I GN SH 0 WN. THE SU I TAB I LIT y AND U SE 0 F THIS
Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OESIGNER, PER Oct SPACING SEE ABOV4E
FL Certificate ofAuthorization#567 ANSI/TPI 1 1995 SECTION 2.
(A0790- - 9-10 H/J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL 5.0 PSF.
WEBS 2x4 SP #3
DEFLECTION MEETS L/360.00 LIVE AND L1240.00 TOTAL LOAD. HIPJACK SUPPORTS 6-11-7 SETBACK JACKS WITH NO WEBS.
4�-1 1-7-10
R=293 U=311
W3X5
4.27
3-10-3 3-10-3
n
LI -4�-8-I-2
-0
+ W1.5X4 III W4X4 R=397
W2X4(Al)
1-2-2-3 9-11-12-
5-3-4 4-6-12
5-3-4 4-0-15 0 HI 3
—9-10-0 Over 3 Supports J I
R=554 U=481 W=4.2"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.375"/Ft.
**WARN I NG" TRUSSES REQUIRE EXTREME CARE IN EARN I CATION, HANDLING, SNIPPING, INSTALLING AND TC L L 30.0 PSF REF R151- -48267
8 1
RACING REFER T%HIB-91 (HANDLING INSTAMLINGOANDWBRAC51NG)l PUBLISHED BY TPIC (TRUSSIPLATE -
INSTITUTE. 583 D NOFRIO DR. 5 OF I AD I S N, 31 6). FOR SAFETY PRA TICES PR OR TO m
PERT ORM I NG IN ES E F U NCT"'S '�L'SS ET200 I'4 IS' I N DI CATID, T 0 P CHOR 1) SH A It H 4V E PR OPE R L I ATTAC H ED I C D L 7 .0 PSF DATE 10/16/01
A PR Y ATTACHED RIGID CEILING.
STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE OPERIT
"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C 0 L 10.0 PSF ORW HCUSR151 01289071
P RODUCT INC. SHALL NOT HE RESPONSIBLE FOR AN [ATION FR THIS SIGN; AN Y FAIIURE TO
S' T S IN M N E I P Y BEV N OM N BE 2704
BUILD THE RUS ES CONFOR A C W IN T 1; OR FABRICATT G, HANDLE 6, SHIPPING. I NSTAt LI NG AND B C L L 0.0 PSF HC-ENG /DR
BRACING OF TRUSSES THI S DES IGN NFORMS WIT H APPLICABLE PROVIS ION NOS (NATIONAL DESIGN i - - 30168
ALPINE SPEC IF I C AT I ON PUBLISHE 0 By TH F A M ERCICA N FOR E ST AN G PA P ER A SS OCIA IF ON)SAOF TPI AT P I N E TOT.LD. 47.0 PSF SEQN
CON N ECT ORS A R E MADE OF 2 OG A AST M A653 GR 40 G AL V. S T"L E CE S TED PPLY 0 N�CTORS TO IF
EACH FA C E 0 F TRUSS, AND UNLESS OTHERW I SE I OC AT E D ON TBiS X11'1'GN' PNOSITION CANNECTCORN PER 0 mot.
DRAW YTHERSEAL ON,THISGDRAWING IND�CATES ACCEPTANCE OF,PROIFESSFONAL ENGINEERING — 0 U R.F AC. 1.33 FROM K P
,Alpine Engineered Products,Inc. RESPO"NGS18116LOITYA SOLEL TO THE TR SS C MPON E NT DES ON S No WN. THE SO TAB I T AND USE OF THIS
Haines City,FL 33844 COMPONENT fOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER C t SPACING SEE ABOVE
Fl,Certificate ofAuthorizatim#567 ANSI/TPI 1-1995 SECTION 2.
(A0790- - 7- E/J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2X4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL 5.0 PSF,
WIND BC DL 5.0 PSF.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
4�-I 1-7-6
R=219 U=180
6
3-10-3 3-10-3
4�-8-1-2
R=76 U=180
W2X4(Al)
L;;�1-6-0 -,1,- 7-0-12
5-3-4 1-8-12
7-0-0 Over 3 Supports
R=485 U=252 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.375"/Ft.
—WAR N ING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND R151--48268
0 RACING. REFER TO BID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE TC LL 30.0 PSF REF
INSTITUTE ONOFRIO DR. TIE 200. MADISON 53719) FOR SAFETY PRACTICES PRIOR TO
FUNCTION S U. I I I- W1 L E E TY DATE 10/16/01
N HER SE NO A ED, T CH RD A L HA R ATTACHED .......... TC DL 7.0 PSF
PERFORMIN� T583ED' LSU OT W C I UP 0 SH V PROP
DES S ESS P P CEI
STRUCTURAL PANEL , BOTTOM CHORD SHALL HAVE A RO ERLY ATTACHED RIGID LING.
—IMPGRTANT" FURNISH P�COPY OF TILIS DESIGN 10 IKE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10 0 PSF ORW HCUSR151 01289072
P RODUCTS, INC. SHALL NOT IDLE FOR AN IATION THIS DESIGN AN FAILUR F TO
B S IN BE RFSPONS P OR Y DEV FROM N H P I; , I Y LI
UILD THE THUS ES CONFORMANCE WITH 1 1: FABRICATING. HANDLE G, S I P NG NSTAL NG AND BC LL 0 0 PSF HC-ENG /D R
BRACING OF TRUSSES THIS DESIGN CONFOR MS IT H APPLICABLE PR OVIS OF NOS (NATIONAL DESIGN
ALPINE SPEC IF I C AT I ON PUBLISHE U B Y T E AME R ICAN FOREWT AND PA P ER A SS OCIATIDIONSAND TEL AL P INE
C LC 0 F 2 H 6 R G V E L CE ED Pty 0 30159
ONN I RS AN MAD E OF 0 6A AST M A 53 G 40 AL S I E - E X PT AS No I A P C NNE CTORS TO Or- TOT.L D 47 0 PSF SEQN
EACH FA C E o F TRUSS, AND UNITES S OTHERW I SE 1 0 CATED N THIS OF S IG N P ITION C N NECT R S PER
GRAIL THE 1111 11 THIS DRAW N 1 0 OCAT F 5 A C CEP TANCE'SF PRUFE'SIONAOL ENG I NEERING 0 OUR FAC. 1.3 3 FROM KP
E U 0 S OW . S I H IS
Alpine Engineered Products,Inc. RE NG%1"I' LEI To TH T R SS C MPONENG DNS11GN H N THE S UITABILSITY AN 0 U E OF
SPO S Ll Y So B HE I Y , P
Haines City,IFE, 33844 COMPONENT FOR ANY PARTICULAR UILDING IS I RESPONSIBIL I OF THE BUILDING DESIGNER ER Oct SPACING 24.0
FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2.
(A0790- 5' C/J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL 5.0 PSF,
WIND BC DL 5.0 PSF-
DEFLECTION MEETS L/360.OD LIVE AND L/240,OD TOTAL LOAD.
10-7-6
R=144 U=180
6 F— T
2 10-3 2-10-3
8-1-2
R=48 U=180
W2X4(Al)
I-6-o J.. 5-0-12
�-5-0-0 Over 3 Supports-�
R=400 U=373 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-I- Scale =.375"/Ft._
—WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRAC�NG.L,RE5FER TOORIB 91 D(HANDLING INSTALLINGOANDWBRACSING) PUBLISHE D BY TP I (TRUSS,PLATE M. TC LL 30.0 PSF REF R151-48269
INST TOT 83 D DER 1 0 R. S OF I MAO I S 1 37 1 6). FOR SAFET Y PRACTICES PR OR To TC DL 7.0 PSF
...........
P 111 0 IM NG I H E FUN�Tf 0 N S. �!-E SS ET?HOEOR'I I INDNI�ATED, I CHOR 0 HALL H A VE PR OPE R Ly ATTACHED DATE 10/16/01
I E' W
S TRU C TURAIL PANELS, 8 OTT 0 M CHOURD SHALL H AVESA PROPERLY ATTOCPHED RIGID C E[LING.
—IMPORTANT— FURNISH h COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINIERE 0 BC DL 10.0 PSF DRW HcuSR151 01289083
P RODUCT S, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO 4
B UILD THE TRUSSES IN CONFORMANCE WITH TPI� OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC LL 0.0 PSF HC-ENG /OR
BRACING OF TRUSSES. THI 5 E SIGN CONFORMS WITH APPLICABLE PROVISI DNS OF NOS (NATIONA I DC S IGN
S I C I Y E P P S 1, 1,
ALPINE PIC F1 AT ON PUBLISHED TDHE AMERICAN FOR ST AND A ER AS OCIA ON) AND TP ALI A OF
C E To RS AR I MAD E OF 28GA AST M A 65 3 GR40 GAL V, STEI L E I I A S NOTE D ADEL Y CONNECTORS TO TOT L.D. 47.0 PSF SEON - 30162
ONN C C U 0 S I OC E N HiS 11SI
EACH FA E F TRUSS. AND UNLES OTHERW SE I AT D 0 1 DE I GN, POSITION CONNECTORS P ER
F ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 0
DRAWINGS 160 A Z THE SEA DUR.FAC. 1.33 FROM KP
Alpine Engineered PrOdUCIS,InC. RESPONSIBILITY SOLELY FOR TH I TR U SS C 0 MPON E NT DES I ON SH 0 WN. THE SO I TAB I LIT Y AND USE 0 1 1 HI S
Haines City,FL 33W COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct SPACING 24.0
FL Certificate ofAuthorization 4 567 ANSI/TPI 1 1995 SECTION 2.
(A0790- 3- C/J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD.
100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
ANYWHERE IN ROOF, WIND TC DL 5.0 PSF, WIND BC DL = 5.0 PSF.
6 T R=58 U=180 +9-7-6 T
1 10-3 1-10-3
A.8-1-2
R=20 U=180
W2X4(Al)
J. 3-0-12
3-0-0 Over 3 Supportsl
I — I
R=327 U=332 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: T 18.2f 3 FL/-/3/-/E/-/- Scale =.375"/Ft.
—WARNIN G- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLUG U - -48270
B RACING. REFER T?,HI8 91 U(HANDEING 2INSTALLINGOANDWBRACSING) PUBLISSEDEBY TP (TRUSS,PLATE TC LL 30.0 PSF REF R151
I NST I TOT E, 5 83 D NOFR 1 0 R. S I TE MA 0 1 1 16). FOR AF TY PRAICTICES PR OR TO M.
I P OPE
P ERE 0 RMING T H E ED NIII 0 1 S -1- SS TH01% 11 ISDNI'ATED, T37 CHORD SHALL HAVE RLY ATTACHED TC OL 7.0 PSF DATE 10/16/01
DR ' D C OF N ............
S TRU,TO N IL PANELS, BOTT B M CHORD S�ILL HA V, A P R OF EILY ATTACHED RIGID CEILING,
**IMPORTANT— FORNISH A COPY OF THIS DESIGN ID THE INSTAITILATION CONTRACTOR. ALPINE ENGINEERED 0% BC DL 10.0 PSF DRW HCUSR151 01289073
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR OM THIS DESIGN; AN Y FAfLLR E TO -
BUILD I H E TRUS S IS I N CON F OR M ARC E W I Th T PI; ON FAB R I DATING, HANDLING, S NIP P I NO� I NSTAL LI NG AND 4 .
BRACING OF TRUSSE THI CONFORMS WIT APPLICABLE PROVISION OF NOS (NATIONAL DESIGN BC LL 0.0 PSF HC-ENG /DR
IF C I S. Y S ESIGN E H P SS I S P
ALPINE SPE AT ON UBLISHED B TDE A M ER CAN FOR $I AN PA ER A OCIAT ON) AND TPf AL INI OF 30165
C I P H I D
CON N ECT 0 RS ARE MA 0 E OF 2 0 GA AST M A653 GR40 GAL V S TEEL E'CE PT AS 11ITED A Ppt Y 'ON N F CTU'S To TOT LD. 47.0 PSF SEQN
EACH FA C E 0 F TRUSS, AND UNLES S OTHE a W I S E L OC ATED ON T HiS DE SI G,, P OSITION ,GINEIT011 PER
DRAW I%GS 160 A Z THE SEAL ON THIS DRAWING INDICNTESOACCEPTANCE GFIPROFESSIONAL ENGIN�EtRjtjNG RIO F-R
Alpine Engineered Products,Inc. RE SPONSI III LI I Y So IELY To R THE TR U SS C D MPON E NT DES OR SH WN. TH E SU TABILfT Y AND U SE 0 1 IS DUR FAC. 1.33 OM KP
ftainesCityjl, 33844 CO MP ON11T,FOR AN Y PARTI C ULAR B Ul L D IN G IS I H E RESP 0 NS I 61LITY OF THE BUILDING DESIGNER, PER Oct SPACING 24.0"
FL Certificate of Authorization#567 ANSI/TPI 995 SECTION 2
(A0790- I- C/J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITIED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL 5.0 PSF, WIND BC DL 5.0 PSF.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
6 F—
-Ai�-8 7 6 0-10-3
0-10-3R=209
—T— R=37 U=180
W2X4(Al) —=
-6-a 'I 1-0-121
1-0-0 Over 3 Supports
R=374 U=546 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale
"WARNING TRUSSES R QUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND
8RAC I NO REFER TO HIU-L 91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TEL (TRUSS PLATE TC LL 30.0 PSF REF R151--48271
INSTITUTE, 583 D'ONOFR D SO I 1 2 MAD I S 0 N- W 1 5 37 1�). FOR 5 AT I T Y PRA CT ICES PR 1 0 R TO
FORM 10 R ' E S E OE(L I IF IND ATID, T CHORD 11 H A PI OPE R I Y AT 11 M 11
PER NG THESE FUNCTIONS. UNL TH ALL VE T T C D L 7.0 PSF DATE 10/16/01
1 D S Q D " I, -IF1
I. C",
STRUCTURAL PANELS. BOTTOM IHOR SHALL A A PROPERLY ATTACHED R D ING.
"IMP ORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C4
PRODUCTS, INC. SHALL N HE RESPONSIBLE FOR AN IATION F THIS DESIGN; AN FAILUR B C D L 10.0 PSF DRW HCUSR151 01289074
OT Y DEV ROM Y E ro
S S I M PI OR H P I G, I LI
BUILD TR CONFOR ANCE WIT FAB ICATING� HANDIT11%SSOI N NSTAL NGSAND a.42704 1
NI HE US F N H 6 B T WIT R P 15 P to I B C L L 0.0 PSF HC-ENG /H
BRAC G 0 F TRUS ES. IS SI NFOR S A ICABLE PR OV AD (NAT NAL DE GN
ALPINE 11 F C AT I ON PSBLISHEDTBY TDHEE AMENRCICAN FMREST A�NDPPLA P E AS S OCIATIOJO) ANF TPS1. ALL P I RE
SPEC 1 0 S U I) V R I S I) srATE OF SEON - 30126
CONNECT R ARE M ADE OF 20GA ASTM A653 GR4 0 GAL STEIL E A NOTED. APPLY CONNECTORS TO TOT.LD. 47.0 PSF
C 0 S I I ON H,S IISIT P S
EACH FA I F TRUSS, AND UNLES 0 HERR SE LOCATED T DE IGN, OSITION CONNECTOR PER A,,
DRAWI%GS I('C N-Z IRE SEAL ON THIS DRAWING INDICATES ACCEPTANCL Of PROFESSIONAL ENGI BEER I NG R DUR.FAC. 1.33 ROM KP
Alpine Engineered Products Inc. RESPON SI IT LI I Y So LEI Y To R TH E TR U SS C 0 M PON I NT DES I GN SH U WN. T H E SO I TA B IL IT Y AND USE OF T it IS
Haines City,FL 33844' COM P ONENT FOR ANY PARTICULAR BUILDING IS I H I RE S P G NS I BILITY OF THE BU I LOING D tS 16N E R. PER Oct SPACING 24.0"
FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. 1
(A0790- - 3-11-5 H/J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMLITED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF.
HIPJACK SUPPORTS 2-9-7 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
4.31 9-6-9
R=33 U=180 T
0-4-3 1-9-3 1-9-3
8-1-2
"m R=15 U=180
W2X4(Al)
L-2-2-3 4-1-1
�3-11-5 Over 3 Supports-�
R=271 U=295 W=4.95"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.375"/Ft.
—WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
B RACING. REFER TO HIB-9 1 (HANDLING INSTALL I NO AND BRACING), PUBLISHED a Y TPI (TRUSS PLATE TC L L 30.0 PSF REF R151--48272
INST I TUTE, 583 D'ONOFRI DR., SUITE 200, MA 1 0 W 1 5 37 1 9), FOR SAFET Y PRA OTT CES PR I OR TO
0 M 0 D 5 N' P OPE Ly TC DL 7 0 PSF DATE
PERFCR ING THESE FUNCTIONS. UNLESS OTHERWISE I OF ATED, T HORD SHALL,HAVE PI R ATTACHED
S TRU TURAL PANELS, BOTT 0 M CHORD SHALL HAVE A PR�OPCRLY ATTOCX R IG I D 'E L I N6 10/16/01
PRODUCTS, B C D L 10 0 PSF DRW HCUSR151 01289075
IMPORTANT" FURNISH A COPY 0 F T HIS 0,S I GN I THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED
INC. SHALL NOT HE RESPONSIBLE FOR AN DEVIATION FROM THIS AN FAILURE TO
DESIGN Y
THE THUS S S I M I H PI B I N �j , I LIN G AND 4
BUILDN E N CONFOR ANCE W T T ; OR VA R CAT[ G, HAND NO, SHIPPI N;G NSTAL o4 70 -ENG /DR
BRAC F TR SSES. THI OF IG ON OR S WITH A P LICA B LE P R IS S 0 F DS (NAT IG NAL OF S ION BC LL 0 0 PSF HC
I By E P P So N PIN
ALPINE IFGICOT PUBLISHED TO AMERCCAf FMREST ANDP A ER AS CIATI010N) A D TPI. A L E
...C U , ON I N L EP S 30132
CO N T R AR 8TATE
N El I MADE OF IOIA AITM 1153 GR4 0 GALV. STEP SE11SIT A NO TED. APPLY ONNECTORS TO TOT L D 47 0 PSF SEON
EA C H F A C E 0 F TRUSS, AND UNITES S OTHERW I SE LOCATED ON TH OF GN, POSITION CONNECTORS PER *,
DRAWINGS 16 0 A Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OUIPRUFLESSYIONAL ESGINFEETHING ZOR DUR FAC. 1.33 FROM KP
Alpine En A N IBI T LEL Y F OR TH E TR U S S C 0 M P ON E N I DES GN SHO WN. T HE S TABT IT AND Q E 0 1 —
H g.inecred Pr( ucts,Inc. RESPO S -I Y SO s
COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER
aine TX ANSI/TPI 1 1995 SECTION 2. Oct
c y
Fl,Certificate of t rthon3z3a8ti4o4n#567 SPACING SEE ABOVE
J
(A0790- 2�10 E/J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF.
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
6 9-6-6
+ R=49 U=180 T
1-9-3 1 9-3
kS 8-1-2 1
el R�17 U=180
W2X4(Al)
-J..G 2-10-12
2ijO-O over 3 Support s
R=322 U=445 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale
"WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION' H ANDLING- SHIPPING' INSTALLING AND --48273
B RACING RE F ER T?OHIB 91 (HANDLING 2INSTALLINGOANDWBRAC I NO) PUBLISHED BY TPI (TRUSS,PLATE T C L L 30.0 PSF REF R151
INSTITUTE, 583 D NOFRIO DR., SU I TE 00. M AD S N. 1 53716). FOR SAFETY PRACTICES PR OR TO M,
PERFORMING THESE FUNCTIONS UNL OTHERWISE INDICAT I D I OP HALL HAVE PROPERLY ATTACHED IF11i'-.7 T C D L 7.0 PSF DATE 10/16/01
STRUCTURAL N S ESS ILL HAV E A P RO P ERE �T HCHORDGIS EIL N i4l-.
PA EL . BOTTOM CHORD SPA I TAG ED RI D C I G.
—IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 10.0 PSF DRW HCUSR151 01289076
PRODUCTS, INC.SSHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AN Y FAILURE TO .42704
BUIt TRUSSESS I N CON F M IT" I P 1; OR A6 R I EATING. HAND I ING�SS"Fl P P I N C. I NSTALL I NGSANO
0 S P IS 10 1
BRACOI�TGHEF TR THOR ANCEGW WE R WITFH AP LICABL� PH OD NUS (NAT,,NAL DE ON B C L L 0.0 PSF HC-ENG /DR
0 U SE IS DESI N CO M OV 10
ALPINE P IF C I D 9 P P 'S PI
S IC I AT ON P'BLISHE B' THE AMER I'A' f 0 REST AN A ER A OCIATION) AN I . AL N E 4OF
C ON N C I D R S AR, M All OF ISGA AIT M A113 GR40 GAL V ST E'L EICEPT A S TED APPLE Y ON ECTORS TO TOT LD. 47.0 PSF SEON - 30122
EACH FA C E a F TRUSS. AND U N IS S S OTHERW I SE LOCATED ON THiS D ESI G N. PO"S'ITION CONNECTORS'PER J0
DRAWINGS.1 60 A 2 SEAL ON THIS [)HAWING INDICATES ACCEPTANCE OF PROFESSIONAt ENGINE�RING OUR.FEA C 1.33 �F R 0�MK
ftin�ain rod I I LELYIOER E U U E I U E I I Y F H
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ne CT
tyj L 33844 COMPONENT FOR ANY PkRTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER Ct SPACING 24.0"
FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. 1
(A0790- 9-10 TRAY H/J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL 5.0 PSF.
WEBS 2x4 SP #3
HIPJACK SUPPORTS 6-11-7 SETBACK JACKS WITH NO WEBS.
DEFLECTION MEETS L/360.00 LIVE AND E/240.00 TOTAL LOAD.
SHIM ALL SUPPORTS TO SOLID BEARING.
W3X5 T R=212 U=204 11-7-9
4.27 2-2-3
3-10-3 9-9-2
0-4-3 W4X4
2.12
W1.5X4 111 8-1-2
W2X4(Al)
L�--2-I-7 9-11-12
5-5-3 4-4-13
1 5-5-3 3-9-1 7-1
LE 9-10-0 Over 3 Supports
R=422 U=473 W=4.95"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.375"/Ft.
—WARNING TRUSSES RED U IRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND TC LL 20.0 PSF
B RACING. REFER TO HIE 91 (HANDL I NG INSTALLING AND BRACING), PUBLIS Y TOT (TRUSS PLATE REF R151--48274
I I SUE C W 5 1 ), F S�EDEBY I
NST TUTE' 583 D-ONOFR 1 0 DR., TE 200. MADE S N 1 37 9 OR AF T PRACTI ES OR OR T 0 AL
PE RF 0 RM N G THES I F U N CTIONS. UNLE SS I I I NDI�ATED. T P HORD SHALL H AVE OR 0 PECLI ATTAI H ED
I ANE OTTO AV S' 0 TC DL 7.0 PSF DATE 10/16/01
RU CTURI P LS. B M CHORD 0 ""' P IS, CIT, Will"
ST A SMALL R E A R111111LY AIIAIHEI I D ING
**IMPORTANT** FURNISH A COPY OF THIS DESIGN To THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRIAI HCUSR151 01289077
P
BRODUCTS. INC. NOT BE RESPONSIBLE FOR AN Y DEV 1ATION FR OM THIS DESIGN: AN' FAILURE 10 Z 6.427
SSHALL 1, 4
N M N E I H PI N N H I " I LEN
UILD THE TRUS ES I CONFOR A C W T I ; OR FABRICATI G, HANDLI G, S P N NITAL G AND
ALPINE BRACINGCOFITRUSSES THY1 DESIGN CONNORMSEWIT APPLPICABLESPROVIS OF NOS (NATPfONNAL DESIGN BC LL 0.0 PSF HC-ENG /DR
=A�� - S H TONS
SPEC FI,AT UN,PUBLISH 8 TH AM E R I CA FOR ST AN D PA ER AS OCIAT ON) AND TP AL I E STM
CONNECT RS AR MAD E OF 2 G CA AST M A653 GR40 GAL V STEEL E 11 F PT AS NOTED A PPL Y ONNECTORS TO TOT.L D. 37.0 PSF SEQN - 30268
EA CH FA C E 0 F TRUSS, AND UNL E S S OTHERW I SE L OC AT ED 0 N THiS OF"G N, P OSITION C 0 N 111TORS PER
DRAWINGS 16 0 A Z- THE SEAL ON THIS DRAWING IND�CATF� ACCEPTATCEE OFTPROFESSIONAL ENGINFERHING DUR.FAC. 1.25 FROM KP
Alpine Engineered Products,Inc. RE S P 0 N S 191 LI I Y So LEL Y FQ R TH E TR 0 SS C a MPON E NT E S N HO WN. H SU TA B I L I Ty AN D U SE I I S
Haines City,FLO,,33844 COM P 0 N I NT F 0 R AN Y PART IC ULAR DO I L DI N G IS TH E RfE)SPONGSIBIL I TY OF THE ED I IDING OF S IGNER, PER
.f uth ,
FL Certificate ation 4567 AN'I/TPI 1 1995 SECTION 2 Oct I SPACING SEE ABOVE
I I I � '1 1, "1 111 , I I 1 1111 1 1 1 1 ' I I , I I I I "'I �j I I I I
(A0790- - 7' TRAY E/J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. �
TOP CHORD 2x4 SP #2 N DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
BOT CHORD 2X4 SP #2 N
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SHIM ALL SUPPORTS TO SOLID BEARING.
100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF.
f11-7-6
R=161 U=180
6 2-2-1
3-10-3 9-10-0
R=72 U=180
3 8-I-2
W2X4(Al)
I c,-o 7-0-12
7-0-0 Over 3 Supports
R=376 U=260 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2 f 3 FL/-/3/-/E/-/- Scale =.375"/Ft.
—WARNING TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND --48275
6 RACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R151
INSTITUTE 583 D'ONOFRIO DR. IT E 200. MADISON. WE 53719)- FOR SAFET Y PRACTICES PRIOR TO
PER - ED N CT I S NLSEU S OTHER I I NO I A ED, TOP CHORD A L H AVE PROPER L Y AITAC"ED TC DL 7.0 PSF DATE 10/16/01
FORM,ING THNSE ON - U S W SE C I SH L
STRUCTU AL P A E LS, 6 OTTOM CHOR D SHAL 1 0 AVE A P RO P ERLY ATTAC H ED RIGID CEILING
—IMPORTANT— FURNISH A COPY OF THIS DFSIGN To THE INSTAILtATION C04TRACTOR ALPINE 'INE 0 BC DL 10.0 PSF DRW HCUSR151 01289078
P RODUCTS, INC SHALL N I BE RESPONSIBLE OR AN EVE ATIO N FR T 11 DESIGN: NY FINN EERE '091.
8 SSES IN 0 ED M NC W I F Y B N , OM H B , I,, A Al' R TO .42704 1
UILO THE TRU CON R A E I H TPI; OR FABRICATI G HANDLING, S I P N" I NUTAL L ING AND
BRACING OF TRUSS ES* THE S SIGN CONFORMS WITH APPLICABLE PROVISION S OF NOS (NATIONAL DESIGN B C LL 0 0 PSF HC-ENG /D R
ALP
I N E SPEC IF C AT I ON PUBLISHE D B Y TREE AMERICA N FOR I ST A N PA P ER A SS OCIATION) AND TPI AL P INE
I U I E 2 4 6 13 V 0 E CE 1) P Y ON I TOT.L D 37 0 PSF SEQN - 30255
CON N ECT RS AR MAD OF 0 G AST M A GRID GAL ST ELF E PT AS NOIE A PL C NECTORS TO CIF
C 0 1 S E IS, C N DjS IESI N P C S
EACH FA E F TRUSS. AND ONE S OTH RW L AT D 0 T D G . OSITION ONNECIOR PER %
T6 ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING %.0 R
SO A Z E SEAL DUR FAC. I.2 5 FROM K P
DRAWINGS I' I
Alpine Engineered Products,Inc. RES'O'S'BE L'T' SO LEE R THE TR "0' NT D I IN �B W�. THE 1� TAB LIT AID H11 .
Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR B UILDIIG 11 TH E P D N 1 6"ITY OF TO, BU I LD IN G OF S IGN,R, P E Oct SPACING 24.0
FL Certificate ofAuthorization#567 ANSI/TPI 1 1995 SECTION 2.
(AO790- - 5- TRAY C/J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC ENCLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGL WIND TC DL 5.0 PSF,
WIND BC DL = 5.0 PSF.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
SHIM ALL SUPPORTS TO SOLID BEARING.
10-7-6
R=106 U=180
T 6 F-- 8-1
2-10-3 9-3-6
R=47 U=180
3 8-I-2
W2X4(Al)
I-6-0 3J., 5-0-12
�-5-0-0 Over 3 Supports-�
R=308 U=373 W=3.5"
PLT TYP. Wave TPI-95 Design criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.375"/Ft.
"WARNING— TRUSSES REQUIRE EXTREME CARE I N FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF R151--48276
6 RACI N G. REFER TO HID 9 1 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE
I NSTITUTE, 583 D'ONOFRIO DR,' SUITE 200,IMADIS11.A1'1,, 537P19)' FOR SAFET Y PRACTEICES PRIORHTO
P E R F 0 R M ING THESE FUNCT 10 N S ON L E S S 0 1 HER S E I NO I C I 1 0 CHO RD S HALL H A V E PROP R Y ATTAC ED TC D L 7.0 PSF DATE 10/16/01
UC H P E
STR TURAL PANELS, BOTTO M C H OR D 5 HALL AVE A ROPER L Y ATTACHED RIGID C ILING IF1
_IMP F HIS SI 5 1 C
ORTANI— FURNISH A COPY 0 1 DE GN TO THE IN TALLAT ON ONTRACTOR. ALPINE ENGINEERED
PRODUCTS, INC. SHALL NOT HE RESPONSIBLE FOR AN IATION FROM THIS DESIGN AN FA 6 B C D L 10.0 PSF DRW HCUSR151 01289079
DEV ; Y ILURE TO
BUIL D THE TRUS S IS IN CON OR M A N CE W ITH I PI Y R CATI N G HAND L IN 1p P I , I AL L N G NO 2704 BC L L 0.0 PSF HC-ENG /DR
F OR FAB I G MST I A
BRAC NG F TR US S' THE E IG N F OR S WITH A P P R OV I 1'�I"F NO' INAT'U NAL OF 51 ON
ALPINE SPEC�FICOT I ON PSELISH ED By STDHESAMERCOAN F'REST ANDP P A P ER A SSO CIATSOON) AOD TPS. AL PIN
C EC U S UB IC 0 CEP S I N I E OF
7� ONN TCR ARE MADE OF 20GA ASTM A653 GR4 0 GALV. STEEL E' I A N'TED APPLY CONNECTORS TO TOT LD. 37.0 PSF SEQN - 30258
EACH FA E F TRUE S, AND UNLES S OTHERWISE LOCATED ON I HiS DES I G A, POSITION CONNECTORS PER
DRAWINGS 160 A 2. THE SEAL ON THIS DRAWING !NDICAIESSOACCEPTATNCE OF PROFESSYIONAL ENGINEERING
Alpine Engineered Products Inc. E N B LITY E U 0 EU E Ul ILI 481 OR19
RO SPO I 1-1 T R TH BTRt SS PON I N WN, S TA B I AND USE OF S DUR.FAC. 1.25 FROM KP
Haines City,FL 33844 C MPONENT IFORYANSOY PARTFICCULAR Ul DINC MIS THE RDEESPSOGNSIBHILtTY OF THE B UI LDING OF S IGN E R. P ER C t
FL Certificate ofAutilorization#567 ANSI/TPI 1 1995 SECTION 2. SPACING 24.0
(A0790- - 3- TRAY C/J THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -
TOP CHORD 2x4 SP #2 N SHIM ALL SUPPORTS TO SOLID BEARING.
BOT CHORD 2x4 SP #2 N
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD.
100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF.
6 T 9-7-6
T 1-2-1 R=42 U=180
1-10-3 8-9-6
Az,-8-I-2
3
W2X4(Al) ��
1-6-0 J.. 3-0-12
3-0-0 Over 3 Supportsi
- I
R=250 U=332 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale =.375"/Ft.
"WARNING TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
B IAIING REFER TO HIB 91 (HANDLING 2INSTALLINGOANDW6RAC51NG)I,),PUBLISSHE D BY TP I (TRUSS PLATE TC LL 20.0 PSF REF R151--48277
IN ITITLJIE, ,83 D'0 NOFRIO D R., SO TE 00' MAD I S N' 1 37 9 FOR AFET Y PRACTICES PR I OR TO m"
PE ORM E FU S L S I I DI 7 AL H VE E Y I H ........
R NG TH NCTION TH ATED, HURD T A OF RL AT AC ED TC DL 7 0 PSF DATE 10/16/01
CETI ... C41'..
STRUCTURIAL PAELL S, BOTTOM CHUNDESSHA(L)1- FRA�V�ESA PR�OPCERLY ATT�A%CD RIGSI(H) ING7 i Oil
—IMPORTANT— FURNISH A COPY OF THIS OtSIGN TO THE CONTRACTOR, ALPINE ENGINEERED BC DL 10.0 PSF DRW KUSRI51 01289080
P RODUCT S' INC. SHALL NOT BE RESPONSIBLE FOR AN Y DEVIATION FR ON THIS DESIGN: AN Y FAILUR E TO
B UILD THE TRUS S E S I N CONFOR M ANCE WITH I PI; OR FA 8 R I CATT N G. HANDLING. SH IF P I N G, I NSTAL It NG AND 704
BRACING OF TRUSSES- THE S OF SIGN CONFOR MS ITH APPLICABLE PROVISI DNS OF ND� (NATIONAL DESIGN BC LL 0.0 PSF HC-ENG /DR
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CONN OF 2 C 6A A m A 53 6 40 A L 5 EE OF APPL HECTORS TO %^-, F
74 EACH FA C E 0 F USSE S E CC C 40 to
TR , AND UNITES OrHERWIS I ATED ON THis 2'1GN"1'0S"fTI1N ONNECTCORNS PER 0-
DRAWINGS 16 0 A-Z TO E SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR.FAC. I.25 FROM KP
AJpine Engineered Products,Inc. RESPONSI 81 LITY SOLEL Y FOR TH E TR U SS C U HURON E NT D E S I GN S HO WN. IH E SO I TABI LI T AND USE OF TH IS
Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS FHE RESPONSIBtLITY OF THE BUILDING DESIGNER, PER Oct SPACING 24.0
FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. 1
(A0790- - I- TRAY C/J THIS DWG PREPARED FROM COMPUTER INPUF (TOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. -
TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL 5.0 PSF.
DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING.
6 F-
1,8-7-6 0-10-3
0-8-1 R=209 8-3-6
R=37 U=180 8-1-2
-T
W2X4(Al)
I-6-0 -:;.11-0-12
1-0-0 Over 3 Supports
R=281 U=545 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) 18.2f3 FL/-/3/-/E/-/- Scale
—WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF R151--48278
0 RACING REFER T?OWIB 91 D(HANDEING 2INSTAI.LINGOANDWORAC51NG)l PUBLISHEDBY IF I (TRUSSIPRATE
I MST TUTE, 5 B3 D OFRIO R. S I TE MADE' 1 6). F OR AF I Y PRACTICES IR 0 TO
PE HE Q RI I MG THESE fUNITION S �1- SS THOE%]SE I Nl��AIID, T'71 CHORD AT H AVE PR DIE R L I ATTA"ED T C 0 L 7.0 PSF DATE 10/16/01
STR�C TURIL I ANE'S' B OTTOM CHOURDESHALL H A VE A I ROPERLY ATTACHED RIGSI�D CLEILING
—IMPORTANT— FURNISH A COPY Of TUIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C DL 10.0 PSF DRW HCUSR151 01289081
I RODUCTS, INC. SHALL NOT E RESPONSIBLE FOR AN LATIUM FR THIS DESIGN; ANY FAILURE TO
V GM
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BRACING OF TRUSSES. THI 5 DES IG N CONFER MS W IT H APPLICABLE PROVIS IONS OF NOS (NATIONAL DESIGN
ALPINE SPEC IF I C AT I ON PUBLISHED 6 Y THE A M ER I CA N FOREST AND I A I ER A SS OCIAT I ON) AND TPI AL I ENE TOT.L D 3 30265
CONNECT 0 RS AR E HAD E OF 2 D GA ASTM A653 GR40 6 AL V, STEE I E X CE IT AS IOIED PPtY 0 CTORS TO STATE OF 7.0 PSF SEQN
EA C H F A C E 0 F TRUSS, AND UNLES S OTHERW I S E L OC AT E D 4)N 1 0 iS OF S IS N I IT[ N CANNECT'R...PER A,
ON THIS DRAW N 1 0 CAT US ACCEP I A NCE'SF PROFEOSIONA' ING I NEER I NG 0 OUR.FAC. 1 .25 FROM KP
' N 1 0 S
RAWINGS 160 A Z. THE SEAL I C
U 0 1 S H I
Alpine Engineered Products,Inc. RESPIN"BI I'I' So LELY FOR THE TR SS C M PONEN D E SIGN SHOWN THE S UITA,ILITY AMD U EPOF I S
Haines City,FL 33844 'U"ONENT 1 0 R A NY PART IC ULAR B UI L DING IS THE RESPONSIBILITY OF THE BUILD NO DES IG NER, ER Oct SPACING 2 4.0
FL Ceftificate ofAuthorization#567 ANS I/TP 1 1 1995 SECTION 2
SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, 1 1.00
2X4 BRACE (1) IX4 "L" BRACE * (1) 2X4 "L" BRACE - (2) 2X4 BRACE ** (1) 2X6 "L" BRACE - (2) 2X6 "L" BRACE
GABLE VERTICAL NO
SPACING SPECIESi GRADE 13RACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GR B
w BRACING GROUP SPECIES AND GRADES:
#2 4' 3" 7' 3" 7' 6 8' 7 8' 10" to' 3" 10' 7" 13' 7" 13' 11" 14' 0" 14' 0"
SPF "#3 4' 1" 6' 6" 6' C 8' 7" El' 7" 10' 3" 10' 3" 13' 5" 13' 5" 14- 0" 14' 0"
z U 4' 1" 6' 6" 6' 6" 8 7 8' 7" to' 3" 10' 3" 13' 4" 13' 4" 14' 0" 14' 0" GROUP A:
STUD SPRUCE-PINE-FIR HEM-FIR
0 HF STANDARD 4' 1 5' 7" 5' 7 N7' 4 7- 4" 9' it" 9, it" 11' 6" 11' 6" 14' 0" 14' 0" #1 / #2 1��2�.D #2 STUD
�4 #1 4' 7" 3" 7' 10' 8' 7" 9' 3" to' 3" it' 1" 13' 7" 14' 0" 14' 0" 14' 0" #3 STUD #3 1 STANDARD
BRACE
G�DE
s P #2 4' 6" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" it' 1" 13' 7" 14' 0" 14' 0" 14' 0" L)uuGLA6 FIR-LARCH SOUTHERN PINE
#3 4' 4" 6' 8" 6' 8" 8' 7" 8' 10" to' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0"
DFL STUD 4' 4" 6, 7" 6' 7" 8- 7" 8' 9" 10' 3" 10' 10" 13, 7" 13' 7" 14' 0" 14' 0" 1 #3 1 #3 1
STUD TUD
- 10' 1" to' 1" 11' 9" it' 9" 14' 0" STANDARF_� 3 _
STANDARD 4' 3" 5' 8" 5' 8" 7' 6" 7' 6 14' 0" 7 A—MIARD
#1 / #2 4' 10" 8' 4" 8' 7 9, it" 10' 2" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0
SPF J3 4- 8" 8' 0" 81 oll 9' it" 9' it" it' 9" it' 9" 14' 0" 14' 0" 14' 0" 14' 0"
it' 9" 14' 0" 14' 0" 14' 0" 14' 0"
HF STUD 4' 8" 7' 11" 7� It" 9, it" 9' it" 11' 9" GROUP 8:
0 STANDARD 4' 8" 6' 10" 6' 10' 9' 0" 9' 0" it' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0"
91 oll 91 111' HEM-FIR
#1 5' 3" 8' 4 10' 8" 11' 9" 12' 8" 14' 0" 14 0" 14' 0" 14' 0" #1 BTR
sp #2 5' 2" 8' C 9' 0" 9, it" 10. 81, it' 9 11 12' 8" 14' 0" 14' 0" 14' 0" 14' 0"
#3 4' 11" 6' 2" S' 2" 9' it" 10' 5" it' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0"
DFLSTUD 4' 11" 8 1 V, 8' 1" 9' it" 10' 5" it' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH
STANDARD 4 1 1011 —V�ol 7' 0" 9' 3" 9' 3" 11' 9" 12' 1" 14� 0" 14' 0" 14' 0" 14' 0" IEEE]
#2 5' 4" 9' 2" 9' 5" to' to" 11' 2" 13, o" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0"
4'
r4 0"
0
0"
o"
0
SPF "#3 5' 2" 1 9' 2" 9' 2" 10' to., to- to., 13, 0', 13, o" 14' 0" 14' 0" 14 :
' 0"
STUD 5' 2" 9' 2" 9' 2" to' to" to' to" 13' 0" 13' 0 14' 0" 14' 0" 14' 0" 14' o"
o "
0 _HF STANDARD 5' 2" 7' 11" 7' 11" 10' 5" 110' 5" 13' 0" 13' 0" 14' 0" 14' 0" 14' 14' 0" GABLE TRUSS DETAIL NOTES:
#1 5' 10" 9' 2" 9, it"_--i-w—10" Iv 9" 13. o" 14' 0" 14' 0" 14' 0" 14' 0:: 14' 0"
11,
s P #2 5' 9" 9' 2" 9, it" to' to" 11' 9- 1370- 14 0" 14' 0" 14' 0" 14' 0" 14' 0" UVE LOAD DEFUCTION CRITERIA is L/
11, 5 14'
#3 5' 6" 9' 2" 9 6" 10, to" it' 5" 13, o" 13' 8" 14' 0" 14' 0" 0 14 PROVIDE UPLIFT CONNECTIONS FOR 90 PLF OVER
11
DFL 5' 6" 9' 2" 9- 4" 10' 10" 11'. 5" 13, o" 13 0" 14: 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD)
5' 4" 8' 1" 8' 1" to' 8" 10' 8" 13' _W 13 01. 14 0 GABLE END SUPPORTS LOAD FROM 4- 0"
SYMM 1(� OUTLOOKERS WITH 2' 0" OVERHANG, OR 12"
ABOUTI PLYWOOD OVERHANG.
GABLE TRUSS ATTACH EAC14 1" BRACE WITH 10d NAILS.
* FOR (1) 'L" BRACE: SPACE NAILS AT 2" O.C.
2X #2N OR BETTER IN 18" END ZONES AND 4" O.C. BETWEEN ZONES.
DIAGONAL BRACE OPTION, T *FOR (2) 'L_ BRACES: SPACE NAILS AT 3" O.C,
VERTICAL LENGTH MAY BE
DOUBLED WHEN DIAGONAL + "L" BRACING MUST BE A MINIMUM OF 80% OF WEB
BRACE IS USED. CONNECT
DIAGONAL BRACE FOR 610# MEMBER LENGTH.
BRACE
AT EACH END. MAX WEB
TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES
-4
4 _0
2X4 STUD, #3 OR VERTICAL LENG NO S—PLICE
T_
BETTER DIAGONAL
THAN 4' 0" lX4 OR 2X31
VERTICAL LENGTH SHOWN BRACE; SINGLE
kTER THAN 4' 0-, BUT 2X4
IN TABLE ABOVE OR DOUBLE CUT :SS THAN 11' 6" 1
(AS SHOWN) AT Hl Igi ul !] a kTER THAN 11' 6" 2.5X4
UPPER END. u
/ TI�UOUS�BEAIiINq/ + REFER TO COMMON TRUSS DESIGN FOR
f.N: PEAK, SPLICE, AND HEEL PLATES.
CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH.
MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING S10015E
M*WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF SBC-GA]310015
INSTALLING AND BRACING REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI �TRU SS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI, 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATE]), DATE 06/25/99
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CLILING. DRWG S10015EN0699
*wIMPORTANTwx FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGNi ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 0 -ENG
ALPI E HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
7� AMERICAN FOREST AND PAPER ASSOCIATION) AND 7PI, ALPINE C13NNECTURS ARE MADE OF 20GA TOT. LD. 60 PSF
ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STAW 0
ALPINE ENGINEERED PRODUCTS.INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER J+1
POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL 400D,
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND - THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
IRESPONSIBIL I TY OFUSFTHDLFBJILDIN6 DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Oct j6 SPACING 24.0"
c I I A 1— It— I— , A_
A
2X6 "T"
REINFORCING
GA13LE DETAIL GABLE VERTICAL PLATE SIZES 2X4 'T" MEMBER
___T__PLATE IF PLATES REINFORCING
SYM VERTICAL IINGTH
ABOUT + FOR LET-IN VERTICALS BETWEEN CHORDS I SIZE OVERLAP* I MEMBER
LESS THAN 4' 0" JIX4 OR 2X3 2X8
GREATER THAN 4' 0", BUTI X4 2x8 TOENAIL TOENAIL
LESS TH 11' 6"
GREATER AN 11' 6" 2.5X4 2.5X8
REFER TO ENGINEERED TRUSS DESIGN FOR PEAK,
SPLICE, WEB AND HEEL PLATES.
+ IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" TO "T" REINFORCING MEMBERS,
SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE
VERTICAL SPECIES. GRADE AND SPACING) FOR (1)
EXAMPLE: 2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE
GABLE + APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR
VERTICAL 12X4 *2X8 SBCCI WIND LOAD.
LENGTH
P. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL
LENGTH IS 14' FROM TOP TO BOTTOM CHORD.
WEB LENGTH INCREASE W/ "T" BRACE
WIND SPEED "T" REINF SBCCI ASCE
AND MRH MBR. SIZE'
110 MPH 2x4 10 7 10 7
+ 15 FT 2.6 40 % 50 %
110 MPH 2x4 10 % 10 %
30 FT 2XG 50 % 50 %
100 MPH 2x4 10 % 10 %
15 FT 2X6 30 % 50 %
100 MPH 2x4 10 7 lo 7
rl 30 FT 2x6 40 % 40 %
90 MPH 2x4 20 7 10 7
+ PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2x6 20 7 40 %
THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 10 % 10 %
RIGID SHEATHING 30 FT 2x6 30 % 50 %
4 TOENAILS ATTACH FACE "T" REINFORCING MEMBER WITH 80 MPH ;&4 10 7 20 7.
HAND DRIVEN NAILS: 15 FT ZX6 10 % 30 %
"T" 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d 80 MPH 2x4 20 % 10 %
REINFORCING COMMON TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 %
MEMBER GUN DRIVEN NAILS — 0.131" X 3":
TOENAILS AT 4" O.C_ PLUS (4) TOENAILS IN TOP 0 MPH 2x4 0 % 20 %
15 2x6 0 % 20 %
AND BOTTOM CHORD. r7o MPH 2x4 10 % 20 %
GABLE TOENAILS THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE 30 FT 2x6 - 10 % 30 7
TRUSS SPACED AT
4" D�C. GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE:
ASCE GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH
A11015ENO699, A10015EN0699, A09015EN0699, A08015EN0699, A07015ENOB99 MEAN ROOF HEIGHT = 30 FT
A11030EN0699, A10030ENO699, A09030EN0699, A08030EN0699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3
SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4
S11015EN0699, S10015EN0699, S09015EN0699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10
S11030ENO699, S10030EN0699, S09030EN0699, S08030EN0699, S07030EN0699 (1) 2X4 1" BRACE LENGTH = 6' 7"
MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH
4 TOEPAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 110 x 6' 7" = 7' 3"
WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE
VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035
WARNING-* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET—IN VERT
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WL 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAILD, M. DATE 06 25/99
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPFRLY ATTACHED RIGID CEILING. DRWG GBLLETIN0699
#-IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
ALPI E DESIGN; ANY FAILURE TO BUILD THE: TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, 4 —ENG DU/KAR
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
7� AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OF TOT. LD. 60 PSF
ALPINE ENGINEERED PRODUCTS INC TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �t 0%
POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Q.ORI'D FAC. ANY
ENGINEERING RESPONSIBILITY SOLELY FDR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
IRESPONSI131LITY OF THE oct I AX SPACING 24.0"
A
TOP CHORD FILLER DETAIL
+ 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM
SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL
BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH
ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ++ 4 t
++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. 12
... 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE
48" OC MAXIMUM. OR 3X6 TRULOX t 4
8/t2 MAXIMUM PITCH.
2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699
FOR PIGGYBACK SPECIAL PLATE INFORMATION. ... 6-0-0
TYP.
6'0" MAXIMUM HEIGHT.
t W2X4 OR 3X6 TRULOX. 12
tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS t 4
DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT
SHOWN. t
tl GAUGE (0.120")XI.375" NAILS REQUIRED FOR TRULOX PLATE
ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO
EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND
TRULOX PLATE REQUIREMENTS. 'POP CHORD FILLER DETAIL 4
EXTENDED TOP CHORD FILLER DETAIL 4 f ++ t
PIGGYBACK PLATE
OR 3X6 TRULOX 4
4 t
4
... 6-0-0
ft ... 6-0-0 TYP.
TYP.
+ 12 tt + 12
t 4 t
+ t
t 4 ---_ ;�4
THIS DRAWING REPLACES DRAWING 884,080
..WARNING*. TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING, SHIPPING, TC LL MAX 30 PSF REF TC—FILLER
F ER
INSTALL�INGUANDP BRACING' REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED TC I LL 9
BY TPI TR SS LATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, M. DL MAX 15 PSF DATE 06/25/99
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
H--IMPORTANT-- FURNISH A COPY OF THIS RSIGN TO THE INSTALLATION CONTRACTOR. ALPINE TC ILL 0
AVE A PROPERLY ATTACHED RIGID CEILING L MAX 10 PSF DRWG TCFILLER0699
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS 'I
ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, L 0 PSF —ENG SJP/KAR
HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE LD. MAX 55 PSF
7� AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OF
UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER
ALPINE ENGINEERED PRODUCTS.INC TRUSS AND
. DRAWINGS i60 A-Z. THE SEAL ON THIS DRAWING INDICATE� ACCEPTANCE OF PROFESSIONAL R%o FAC. 1.15 OR 1.33
POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
IRE SPONSIBIL I TY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Oct, I 1NAL PACING 24 0"
BOTTOM CHORD FILLER DETAIL
OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX
SIZES (IX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE
OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX
11 GAUGE (0.120")Xl,375" NAILS REQUIRED FOR TRULOX PLATE REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS
ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT
EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND SHOWN.
TRULOX PLATE REQUIREMENTS.
ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES
MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS
FILLER BOTTOM CHORD MAXIMUM REACTION MINIMUM REQUIRED NAILS PER FACE WITH TRULOX PLATES
OR WEDGE SPECIES DOWNWARD UPLIFT BEARING AREA 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L.
DOUGLAS FIR-LARCH 3281# 1656# 1.5" X 3.5" 12 11 10 9 8
HEM-FIR 2126# 1.5" X 3.5" 9 8 7 7 6
SPRUCE-PINE-FIR 2231# 1192# 1.5" X 3.5 11 10 9 8 8 6
SOUTHERN PINE DENSE 3465# 1791# 1.5" X 3.5" 12 11 10 9 8
SOUTHERN PINE 2966# 1492# 1.5" X 3.5" 10 9 8 8 7
SOUTHERN PINE NON-DENSE1 2520fl 1343# 1.5" X 3.5" 9 8 7 7 6
4 ++ 4 ++
9.5 MAX
+ 3X8 TRULOX
I X
18
1 4 #43XI 2 TRULOX
MAX
2X8 WEDGE
(2) 8 D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE
THIS DRAWING REPLACES DRAWINGS A115 A115/R & 884,132
--WARNING-- TRUSSE S REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, C LL - PSF REF BC FILLER
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRID DR., SUITE 200, MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, M. DL - PSF DATE 06/25/99
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING. i* .
--IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DL 10.0 PSF DRWG BCFILLER0699
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
L - PSF -ENG DU/KAR
ALPINE 04
HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE - PSF
7� AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 206A I
ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF rp
ALPINE ENGINEERED PRODUCTS INC TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
POMPANO BEACH,FLORIDA' DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
IRE SPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Oct I
BOTTOM CHORD FILLER
RECOMMENDED REPAIR PROCEDURE
I. MEASURE DISTANCE FOR NEW LENGTH OF FILLER. MAXIMUM BOTTOM CHORI)
2. APPLY NEW 2X4 STUD GRADE OR BETTER VERTICAL + BOTTOM CHORD FILLER TO BE
SCAB TO BOTTOM CHORD AND FILLER WITH (3) REMOVED. SEE NOTE #1
NAILS 0.131" DIA. x 3.0" OR LARGER, (I.E. 10d OR
16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO ++ FIELD APPLIED FILLER.
EACH END OF VERTICAL. 2X4 STUD GRADE OR BETTER VERTICAL SCAB,
3� CAREFULLY REMOVE EFFECTED CONNECTOR PLATES. ATTACH TO BOTTOM CHORD AND FILLER WITH (3)
USE CARE NOT TO DAMAGE THE REMAINING NAILS WITH A MIN, 0.131" DIA. X 3.0" LENGTH.
CONNECTOR PLATES OR LUMBER IN ANY WAY.
REFER TO ENGINEER'S SEALED DESIGN
4, TRIM FILLER TO LENGTH, AT EDGE OF NEW VERTICAL REFERENCING THIS DETAIL FOR ALLOWABLE
SCAB, FILLER DIMENSIONS, PLACEMENT, AND WEBBING.
IBC
BC
FILLER
u --------
+
LENGTH TO TRIM FILLER
4' 0" OC MAX. FIELD APPLIED FILLER MUST BE SPF �3
OR BETTER.
EXISTING FILLER
THIS DRAWING REPLACES DRAWING 962,767__
WYAWARNINGxw TRUSSES REOUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF BC FILLER REP.
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONGFRIO OR, SUITE 200, MADISON, WI, 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DATE 06/25/99
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING, DRWG REPBCFIL0699
ZMPORTANT*m FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS
ALP NE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI� OR FABRICATING, -ENG MLH/KAR
HANDLING, SHIPPING, INSTALLING AND BRACING & TRUSSES, DESIGN CONFORMS WITH 04
-"-AND MACH.FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS 13RAWING INDICATES ACCEPTANCE Of PROFESSIONAL 0
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
7� AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA
ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of STATE OF
ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
WESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, Oct I
CLB WEB BRACE SUBSTITUTION
T-BRACING
THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR
IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING:
BRACING METHOD IS DESIRED.
APPLY TO EITHER SIDE OF WEB T-BRACE
NARROW FACE OR
ATTACH WITH 16d NAILS AT 6 O.C. L-BRACE
NOTES: BRACE IS A MINIMUM 80% OF WEB
MEMBER LENGTH
THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED
CLO SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB
BRACING.
ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. F_-A,
FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE
BRACING.
T-BRACE L-BRACE
WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING
SIZE BRACING T OR L-BRACE SCAB BRACE
2X3 OR 2X4 I RON 2X4 1-2X4
2X3 OR 2X4 2 ROWS 2X6 2-2X4
2X6 I ROW 2X4 1-2X6 SCAB BRACING:
2X6 2 ROWS 2X6 2-2X4(*)
2X8 I ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB.
2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE.
ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE
13RACE IS A MINIMUM 80% OF WEB
T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH
OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON
ENGINEER'S SEALED DESIGN.
CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH
FACE OF WEB.
THIS DRAWING REPLACES DRAWING 579,640
*-WARNING*, TRUSSE S REQUIRE EXTREME CARE IN FABRICATING, HANDLING. SHIPPING,
INSTALLING AND BRACING' REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED LL PSF REF CLB SUBST.
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, M. DL PSF DATE 06/25/99
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING. L PSF DRWG BRCLBSUB0699
,.IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE
ENGINEERED PRODUCTS, INC. SHALL NOT BE: RESPONSIBLE FOR ANY DEVIATION FROM THIS
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, L PSF -ENG MLH/KAR
ALPI E HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 04
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE
7� AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALPINE CONNECTORS ARE MADE OF 20GA LD. PSF
ASTM A653 GR40 GAL". STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF
ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
POMPANO BEACH.FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FAC.
ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE
,SUITABILITY A D USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
�ESPONSIBIL I T 7 OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1 Oct I ACING
23'3 8 33'8 6
77
T4-H 1\
Lo
T4-H2\
T4-H3
T-4
Po
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0 c m
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Cu LO LD CD CE)
[fir-
(`
m L,
I t
m
2"9"15
Fu-L 16'2"8 4 '6" 12'3"8 5 ,8..
+
1 . DO NOT CUT OR ALTER TRUSSES, UNLESS
APPROVED BY TRUSS OFFICE
2 . VERIFY ALL SPANS AND AMOUNTS, AS
TRUSSES WILL BE BUILT IN STRICT
ACCORDANCE WITH THIS LAYOUT
3. NO BACKCHARGES ALLOWED, UNLESS APPROVED
IN WRITING BY TRUSS PLANT MANAGER
4. APPROVED BY :
APPROVAL DATE:
DEL . DATE
MANNING BLDG . SUPPLIES
11155 PHILLIPS PKWAY PH# 268-8225
JAX. FLA . 32256
6/ 12 PITCH 18 OH SQ/CUT
LL
JOB: AO790
CUSTOMER: BESTCON INC .
LOC: LOT 4-227 ATLANTIC BCH
Eli
DESIGNER: KEN PARKER
3'4
CITY OF ATLANTIC BEACH
'P, 800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Ppd/o
Application Number . . . . . 01-00000001 Date
Property Address . . . . . . 1305 MAIN ST
Application description . . . TREE PERMIT
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
------------------------ ------------------------
SHERMAN G. STROZIER OWNER
74 FOURTH STREET WEST
ATLANTIC BEACH FL 32233
----------------------------------------------------------------------------
Permit . . . . . . TREE PERMIT
Additional desc . .
Permit Fee . . . . . 00 Plan Check Fee .00
Issue Date . . . . 2/05/03 Valuation . . . . 0
----------------------------------------------------------------------------
Special Notes and Comments
REMOVE 3611 OF OAK TO BE MITIGATED WITH
A 511 OAK, A 411 OAK AND A 311 OAK ON
SITE, A 411 OAK TO BE PLANTED ON SITE
PLUS $234 TO BE PAID INTO THE TREE FUND
IN LIEU OF TWO INCHES OF OAK
MITIGATION.
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total .00 .00 . 00 .00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total . 00 .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 OWNEP, -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 AJqD SUBJECT To REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
BUILDING OFFICIAL
mks
MINUTES OF
TREE CONSERVATION BOARD
November 19, 2001
A regular meeting of the Tree Conservation Board was held Monday,November 19, 200 1,in the City
Hall Conference Room. Present were Richard Bell,Barbara Mears, Carol Rockwood,Maureen
Shaughnessy, Building Official Don Ford and Susan Dunham.
1. Call to Order
The meeting was called to order at 7:30 p.m.
2. Recognition of Visitors
None.
3. Avoroval of Minutes of Meetine of November 5, 2001
A motion was made by Board Member Mears,seconded by Board Member Rockwood and
unanimously carried to approve the Minutes of the Tree Conservation Board Meeting of
November 5,2001.
4.A. Old Business/Tree Removal Applications
1. Lot 2,Block 227,Section H: Mr. Paul Nichols introduced himself and stated that he went to both lots
to verify the surveys and found that the surveyors did not include the pine trees on the survey.
Mr.Nichols distributed a new survey indicating the size and location of the pine trees. Mr.Nichols
advised the Board that he would like to mitigate on site with the three 5"magnolias,the 3"oak and the 5"
oak in the ftont right comer of the lot and the 3"oak in the front left comer of the lot. He further stated
that he was short 4"of oak and that he would plant this on site.
A motion was made by Board Member Bell,seconded by Board Member Mears and unanimously
carried to approve the application and direct Building Official Ford to issue a permit for the
removal of 28.5" of oak and 22" of pine to be mitigated with 11" of oak to be preserved on site, one
41' oak to be planted on site and three 5" magnolias to be preserved on site.
2. Lot,4,,-Bleck 227,Seeftu H:,Mr.Nichols distributed a new survey to the Board indicating trees that
were not included in the original survey. He indicated that he was going to protect the 8"oak tree by the
patio. Mr.Nichols stated that the only protected trees that he is removing are the 24"triple oak and the
12"oak in the driveway. He stated dig he would like to protect a 5"oak in the rear of the lot, a 4"oak
and 3"oak in the front of the lot next to the driveway. Board Member Bell advised Mr.Nichols that he
would have to plant two 4"oaks on site. Discussion was held and Mr.Nichols stated that he would prefer
to pay two inches into the Tree Fund versus to plant a second 4"tree.
A motion was made by Board Member Mears,seconded by Board Member Rockwood and
unanimously carried to approve the application and direct Building Official Ford to issue a permit
for the removal of 36" of oak to be mitigated with a 5"oak,a 4" oak and a 3" oak on site,a 411 oak
to be planted on site plus$234 to be paid into the tree mitigation fund in lieu of two inches of oak
mitigation.
CTnr
Fly OF ATLANTIC BEACH
TREEK;j REMOVAL APPLICATION
All applications must be submitted with seven (7) copies and received by ON4 k&66-LF
(lu) d,aysp or to the scheduied meeting in order to be placed on the agend
*INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES
WILL NOT BE PROCESSED.
INV I
(10V:141)(" - - - ! -A "
APPLICANT NAME ADDRESS TELEPHONE
2. M r,
ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL.SITE
3. REASON FOR PROPOSED TREE REMOVAL:
4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? 0 YFs 0 NO 0 NOT SURE
5. PROPERTY ZONNG- 0 RESIDENTIAL 13 COMMERCIAL
6. LIST TREES PROPOSED FOR REMOVAL:
SPECIES DIAMETER DIAMETER MITIGATION
INTERIOR EXTERIOR
12A 4��
0/4
0/
A7�9 er
Diameter at Breast Height(D.B.H.) is measured at 4.5 feet above grade. To accurately determine
diameter, measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is
determined by adding together the diameter of each trunk as measured immediately above the
forks.
See attached diagram for determination of interior and exterior zones.
7. SITE FLANnWE SURVEY indicating:
a) Location of topography features such as hills and low areas.
b) Existing and proposed structures.
C) Location of all trees with Diameter at Breast Height of six inches or mofj�.
d) Tree species and sizes.
�e) Trees to be removed should be clearly marked with an.")C'.
f) Trees to be preserved on-site for mitigation must be marked with brackets
g) Location, size and sp!s�es of any proposed new replacement trees marked with a
circle "0".
h) Location of utilities and easements as applicable.
I) Location of trees to be pre,served on-site with barricading noted.
8. ON-SITE REQUIREMENTS:
All trees identified for remval MUST be marked on-site by RED flagging,
paint or tape.
b) Ali trees to be preserved on-site for mitigation WST be marked withBLUE
flagging, paint or tape.
c) The front property comers must be-marked by stakes or paint indicating the Lot
9, * INCOMPLETE APPLICATIONS 0%. INACCURATELY MARKED-SITES
WILL NOT BE-PROCESSED.
I HEREBY AGREE TO CONIPLY WITH ALL PROVISIONS OF CHAKER 23,ARTICLE IL
TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF
THE CODE OF ORDINANCES OF ATLANTIC BEACH.
J.Alicant's Sipaturl� Date
('Q i dt* i
Owner�'s Signature Date
CITY USE ONLY:
TreeV61�servation Board ChaVerson Date.
NoU 07 lot 15:45 CLARSON 010 P02
.0
'MAP SHOWING (361M-bARY SURWY OF LOT 4*
AS SHOWN ON MAP OF SECTION "'H" ATLANTICIBEAC�
f AS RIECORDIED IN rLAT 8001< 119, PAGC 34 OF TtIE CURMENT PU13LIC "EGOIRDS OF,DUVAL U14TT, F11170A,
F Q R tLF_ Q�N, INC,
LIN
ifitAnING REFIERffNC9;&_NQ1:g2'QQ"W FOR THE ItA$TeRLY n1w r- ron MA114 sftmT.
Tree
8 L 0 c K 2 21
L 0 T L 0 T 4 (D T
S01 "22-'00"
50.00
7
V
9 L � O %i K
'lfig&Nv�-
t. 0 T
I U
OAK
PAT-tol
0 r t
0 r
MArWOLIA
TA' .L L OY'J
12"
w-v- .'.v
IKI
0 14"
67
0
0
0
no
00
Z TRIPL9
b 2t.
fin mat
r
41.
A
01.
MY py
4
P
m m
ET
(60� 'IRIGHT OF WAY)
AmaappD '11- 5 - 2voi ro .5140 W ADD(TIOKAL 7 R wts
AME'ADED 10 - 5 -1 7-001 TO SNOW FROPos&D UV4'4-W..f'4'
LOOATtD ALL G" OR LARGER HARDWOOD TREES: 4-4-2001 tion.;
I NEWBY CERTIrY THAT THIS SURVEY, PERFORMED. UNDER MY RESPONS113LE DIREC-"ON MEETi THE
MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE "TH CHAPTER 61017-9, PLO�IDA
A"'a"'qTRATIVF CODE (PURSUANT TO SECTION 472.U27 FWRIDA STATUTES), AND FURTHER CERTIFY -MAT
X; ,
.MERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUbJECT PROPkKIY EXL:kP[' AS SHOWN. tA .1
N)UM. THE LOT SURWYED "ERE01`1 APPEARS TO LIF, INIT-HIN
"Llmul CLARSON ANp ASSOCIATES AM.
AS SUAVI)MOM T"E FLOM INSURANCE RATE 11143 NALDO AVE.. JACKSUNVILLE. FL., S.1107
MAPS, (:OWAUM-fY PANEL -hQ_jRqq2jL-_00GID DAIED 4-17-bO,
SURVEYED MABICH 27
2001,
,SQALE: -j" 2m "rosv"Fu
mu) 1300K 62 PAGES 0 -r . I " ....' .. ': !.4v
Ilk
_4 JOSE A. HILL
40 7 SURVEY NOT VALID M"OUT EMBOSSED SURVE
1 A F
See attached diagram for determination of interior and exterior zones.
7. SITE PLANrFREE SURVEY indicating-
a) Location of topography features such as hills and low are-as.
b) Exisdng and proposed structures.
C) Location of all trees with Diameter at Breast Height of six mches�or'mofe.
d) Tree species and sizes.
Trees to be removed should be clearly marked with an ")C'.
f) Trees to be preserved on-site for mitigation must be marked with brackets
g) Location, size and species of any proposed new replacement trees marked with a
circle "C)".
h) Location of utilities and easements as applicable.
I) Location of trees to be preserved on-site with barricading noted.
8. ON-SITE REQUIREMENTS:
a) All trees identified for removal MUST be I marked on-site by RED flagging,
paint or tape.
b) All trees to be preserved on-site for mitigation MUST be marked with)BLUE
flagging,paint or tape,
c) The front property comers must be,marked by stakes or paint indicating the Lot
9. * INCOMPLETE APPLICATIONS OLLINACCURATELY MARXID-SITES
WILL NOT BE-PROCESSED.
I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II,
TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF
THE CODE OF ORDINANCES OF ATLANTIC BEACH.
Vol
?JA llicant's Signature Date
f Jt?& I
Owner's Sianature Date
CITY USE ONLY:
Tree Conservation Board Chairperson Date
07 101 15:45 CLARSON 010 P02
.+A
�A
bb
MAP SHOWNG 130tit4b-ARY SURVI�Y OF LOT j4v 8+4 '27V
AS SHOWN ON MAP OF SECTION 'PH'* ATI-ANTICIREA ,
A'
F,
AS RECORDED IN rILAT 90OX 119, PAGE 34 OF THE CURRENT PUBLIC FtECORE)S OF-;QUIvAL NTT',
4u
FOR, : U F-5 -90—N
RIEFtRfft4C6;i NQl',22'QQ"W FOR THE WAWA 2-1
jIlk-ARING ItAii-tCRLY,Ft/W. LINE ror%
7
B L 0 K 2 2
0 T L 0 T 4 L I T
-A,
S01 *22, '00"E
50.00
k
0 L c K
T
k L INS"olm 1, 0 T
4
OAK 2dbRL
0
MyRtm 0 2AA,S' Q
MAw400A
10
�O -TALLOW 12"
%
w
0 ls!* l 14!'
o
0
U.
no
14.5
4 00
z
r
A
170.00' ... o
k-11T y
GUY P F-T
typ r- "A DRPWA COE
'M 'A I REET
ST
(150� 'RIGHT OF WAY)
i4A49AlPrrD 11- 5 - 2001 ro s4o vq AL)D(TlooAL T M WA s
AmeAUC-D 10 -6 - 7-001 TO 514OV4 FROPOSE-D QY44-L' 4.1-M
-1 i t4
LOCATIED ALL 6" OR LARGER HARDWOOD TAEFES: 4-4-2001 A*& I FRt gg
I HERE-BY CERWY THAT THIS SUR'VEY, PERFORMED- UNDER MY RESPONSIBLE VIRECION MEEA THE
MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61017-6 FLO�IDA
NIqTRATIVF CODE (PURSUANT TO SECTION 472.1327 F1,0111DA STATUTES), AND FURTHER CERTIFY tIAT
ARt NO VISIBLE ENCROACHMENTS UPON THE SU JECT PROPkKIT hAUEPT AS SHOWN-
socl 70
NQM-' THE LOT SURVIZZYED 14EREOVI APPEARS TO US 'MT)IIN ILopu CLARSON AN AS A #;-pco
z6ms X� AS SUALM FRCM TME FLOM INWRAttt nATE 1043 NALDO AVE.. JACKSUMVILLU Ft-, 31207
MAPS. WWAU"'tY PANEL -H%j2RM -__OOQ10 DATED 4-17-bl),
MARCH 27 2001.
SURVEYED
,SQALE: .1" 20:, Rrosvirn SU�RVEYOR HO. 4&87t FI,0RIkj
rIF,LD BOOK 624 PAGES §4-68 JOSE A. HILL
SURVEY NOT VALID WIT"OUT EM13OSSE0 SIMEY011 *AC
3 T!..-- Ll r . i�lj,
Main
MINUTES OF
TREE CONSERVATION BOARD
November 19,2001
A regular meeting of the Tree Conservation Board was held Monday,November 19,200 1, in the City
Hall Conference Room. Present were Richard Bell,Barbara Mears,Carol Rockwood,Maureen
Shaughnessy,Building Official Don Ford and Susan Dunham.
1. Call to Order
The meeting was called to order at 7:30 p.m.
2. Recognition of Visitors
None.
3. Approval of Mantes of MeetinZ of November 5,2001
A motion was made by Board Member Mears,seconded by Board Member Rockwood and
unanimously carried to approve the Minutes of the Tree Conservation Board Meeting of
November 5,2001.
4.A. Old Business/Tree Removal Applications
1. Lot 2,Block 227,Section H: Mr.Paul Nichols introduced himself and stated that he went to both lots
to verify the surveys and found that the surveyors did not include the pine trees on the survey.
Mr.Nichols distributed a new survey indicating the size and location Of the Pine,trees. Mr.Nichols
advised the Board that he would like to mitigate on site with the three 5"magnolias,the 3"oak and the 5"
oak in the front right comer of the lot and the 3"oak in the front left comer of the lot. He fiu*er stated
that he was short 4"of oak and that he would plant this on site.
A motion was made by Board Member Bell,seconded by Board Member Mears and unanimously
carried to approve the application and direct Building Official Ford to issue a permit for the
removal of 28.5" of oak and 22" of pine to be mitigated with 11"of oak to be preserved on site, one
41' oak to be planted on site and three 5"magnolias to be preserved on site.
2. Lgt,4,r 1444�Z27,Section H: Mr.Nichols distributed a new survey to die Board indicating trees that
were not included in the onginal survey. He indicated that he was going to protect the 8"oak tree by the
patio. Mr.Nichols stated that the only protected trees that he is removing are the 24"triple oak and the
12"oak in the driveway. He stated that he would like to protect a 5"oak in the rear of the lot,a 4"oak
and 3"oak in the front of the lot next to the driveway. Board Member Bell advised Mr.Nichols that he
would have to plant two 4"oaks on site. Discussion was held and Mr.Nichols stated that he would prefer
to pay two inches into the Tree Fund versus to plant a second 4"tree.
A motion was made by Board Member Mears,seconded by Board Member Rockwood and
unanimously carried to approve the application and direct Building Official Ford to issue a permit
for the removal of 36" of oak to be mitigated with a 5" oak,a 4?' oak and a 3" oak on site,a 4" oak
to be planted on site plus$234 to be paid into the tree mitigation fund in lieu of two inches of oak
mitigation.
CITY OF ATLANTIC BEACH
TRJEEE REMOVAL APPLICATION
All Wlications must be submitted with seven (7) coRies and received by 5 PM on the Frida
ten
(I U) (Lays-ph or to the scheduied meeting in order to be placed on the ap-enda.
*INCOMPLETE APPLICATIONS OR-INACCURATELY MARKED SITES
WILL NOT BE PR. CESSED.
W A
ILLo—
APPLICANTNAME ADDRESS TELEPHONE
2.
ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL.SITE
3. REASON FOR PROPOSED TREE REMOVAL:
4- HAS TMS SITE BEEN TO THE TREE BOARD BEFORE? o YEs 0 NO El NOT SURE
5.PROPERTY ZONING: 0 RESIDENTIAL 0 COMMERCIAL
6. LIST TREES PROPOSED FOR REMOVAL:
SPECIES DIAMETER DIAMETER MITIGATION
INTERIOR EXTERIOR
-5t, Ilk)../i
If
a
K_�
4(
INC
.3
r
Diameter at Breast Height(D.B.H.) is measured at 4.5 feet above grade. To accurately determine
diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is
determinedby adding together the diameter of each trunk as measured immediately above the
forks.