Permit 1335 Main St (vault) JOB ADDRESS/ 3 3 S / I //4I AI T2 PE WORK
PROPERTT OWNER &_!57_(f0Ar TE EPHONEc� -7 Al-7
CONTRACTOi3 5 AJ 9'Fl-FPR'ONE,:P
PERMIT NUMBER `� ` / ol-, DATE .5/3 c/o Z--
INSPECTIONS.• FOOTING
SLAB "1 �2
TIE BEAM
A00 LINTEL
Glsl�'
NALUNGISETATMNG
'1I"LSI ciy FRAWNCTICOYER IIP
IIVS17LA-UON "%
FINAL BULDING
CER7MC4TE OF
ELECTRICALPERf M L450.a_
INSPECTIONS ROUGH
FINAL 16 -
MECHANICAL PERMIT#
INSPECTIONS ROUGH
FINAL 2-�
P.LUAfWNG PMMfi #
INSPECTIONS ROUGH/UNI) 13 I
TOPOCT D 'l CJ2
WAT ��
FINAL
NOTES:
CITY OF ATLANTIC BEACH
is
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 08-00000885 Date 7/01/08
Property Address . . . . . . 1335 MAIN ST
Application type description MECHANICAL ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
----------------------------------------------------------------------------
Application desc
1 CU 1 AHU
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
NEVILLE, GRACE TROPIC HEATING & AIR
Q/A:MARKS, CHARLES J.
ATLANTIC BEACH FL 32233 750 MAYPORT RD.
ATLANTIC BEACH FL 32233
(904) 241-1788
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL PERMIT
Additional desc . .
Permit Fee . . . . 79 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 12/28/08
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 79 . 00 79 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 79 . 00 79 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
V MECHANICAL PERMIT APPLICATION
Date: 7- I-o'
Property Address: 1 -3 3
Owner: _ .-,.yam ojey,I I C A Telephone#:
Contractor: �1-,�,r� -e U,�_,F �.,�1'�r' Telephone#:
Contractor Address: J`- Fax#: 2-q j-/L 7 2-
Contractor
Contractor Signature: ,
In consideration of permit given for doing the w4ascribed in the above statement,we hereby agree to perform said work in accordance
with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of
good practice listed therein.
Type of Heating Fuel: If other construction is being done on this building
M11"Electric or site,list the building permit number:
❑ Gas: _LP Natural _Central Utility
❑ Oil
❑ Other-Specify
MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
ell-Heat _Space _Recessed /Central _Floor 0"-Residential
❑ Air Conditioning: Room Central
❑ Duct System: Material Thickness ❑ Commercial
Maximum capacity cfm
LI Refrigeration ❑ New Building
❑ Cooling Tower: Capacity hpm kr- Existing Building
❑ Fire Sprinklers:Number of Heads
❑ Elevator: _- Manlift Escalator (Number) ❑ Replacement of Existing System
❑ Gasoline Pumps (Number)
❑ Tanks (Number) ❑ New Installation
❑ LPG Containers (Number) (No system previously installed)
❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System
❑ Boilers
❑ Gas Piping ❑ Other-Specify
❑ Other-Specify
LIST ALL EQUIPMENT
AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving
Number Units Description Model# Manufacturer Ton's Agency
Z Z (--
HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving
Number Units Description Model# Manufacturer BTU's Agency
TANKS Nominal Capacity Type Liquid Serial Approving
How Many &Dimensions Contained Manufacturer No. Agency
800 Seminole Road•Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800• Fax: (904)247-5845• http://www.ei.atiantic-beacb.fl.us Revised 1/04
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
j > , ATLANTIC BEACH,FL 32233
' INSPECTION PHONE LINE 247-5826
Application Number 06-00034013 Date 10/05/06
Property Address . . . . . . 1335 MAIN ST
Application type description FENCE PERMIT
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
---- ------------------------------------------------------------------------
Application desc
4FT FENCE
----------------------------------------------------------------------------
Owner Contractor
---------- -------- ------ ----- -------------------
NEVILLE, GRACE OWNER
ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233
----------------------------------------------------------------------------
Permit . . . . . . FENCE PERMIT
Additional desc . .
Permit Fee . . . . 35 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 4/03/07
---------------------------------------------------- ------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 35 . 00 35 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 35 . 00 35 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
�� r> PLAN REVIEW SHEET Routed to:
S.Makowski
Building Department Public Works&Public Utilities Departments I Huri ins
800 Seminole Road 1200 Sandpiper Lane Doer
Atlantic Beach,Florida 32233 Atlantic Beach,Florida 32233 R. Carper
(904)247-5800 (904)247-5834 D. Kaluzniak
(904)247-5845 Fax (904)247-5843 Fax Public Safety
PLAN REVIEW COMMENTS
Permit Application#
Property Address:
Applicant: d It) Al t-je—
Project:
This perm' .plication has been:
c
Approved as noted by the moi'/ Department.
Final application approval must cokAroin the Building Department.
F--1 Reviewed and the following items need attention:
Please re-su mit y9ur application when these items have been completed.
Reviewed By: Date:
Date Contractor Notified:
CITY OF ATLANTIC BEACH
r FENCE PERMIT APPLICATION
Date:
Job Address:
Owner's Name:
Address: '3-35 d l C-\ �6, f Phone:
Legal Description: Block Number: �` Lot Number: \3 Zoning District:
Fence Contractor:
Address: C2rperz. A. Ni✓ ;Il f, Phone: 33q ,4-) ) �L �
City: State: Zip: Fax: /
Type of fence and materials to be used: V 1-N 4k
Valuation Of Fence: Interior Lot ❑Conner Lot ❑Dumpster or storage tank enclosure
Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application.
Tree Protection: C&NO. Applicant certifies that no trees will be removed for the installation of this fence.
❑YES. Removal of Protected Trees will be required for this fence. TREE REMOVAL PERMIT IS
REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which
meets two times each month.
Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.
Incomplete applications may result in delay in issuance of permit.
1. Attach copy of property survey showing location, height and all distances from property lines of the proposed
fence. (Fences shall not be placed within any utility or drainage easements without written permission from the
Utility and/or Public Works Departments. Fences shall not restrict any private easement.)
Address and contact information of person to receive all correspondence regarding this application(please print).
Name: &c a Ee [ , � I �
Mailing Address: 331.2 0 b,- A
Phone: L Fax: E-Mail:
C
800 Seminole Road •Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.cLatlantic-benciLfLus
Page 1 Revised 3/04/04
I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All
provisions of the laws and ordinances governing this type of work will be complied with,whether specified herein or not. The granting of a
permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws
in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this
permit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as
required.
Signature of Owner: ` r,Ip Date:
AS TO OWNER: 2
Swornto and subscribed before me this J day of /1j�I t J C ,20
State of Florida,County of Duval _
Notary's Signature:
',,�ar,,...°�",,, MICHELLE L.HUNTER ❑ Personally known
.tia'�
=o ��• Notary Public-State of Florida produced identification s�
Commission#DD 440489
* * =My Commission Expires Nov 1,2008 Type of identification produced D C y
-?,
Bonded By National Notary Assn.
Signature of Contractor: Date: Vb
AS TO CONTRAC
nod.
Sworn to and subscribed before me this day of T ,20U
State of Florida,County of Duval
Notary's Signature
❑ Personally known
EI—Produced identificati
db Type of identification produced
M K.
Notary
Pubic-SW d FM
r Co Mesim Epp U Fab 2d,
CarmbNoe#IM 5236M
y' r ow4all N&WW AM.
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.cLatlantk-beach.fl.us
Page 2 Revised 3/04/04
Jan 12 06 10s3ta James Cannada 804-260-4650 p.2
MAP SHOWING BOMDARY SURVEY OF
Lot 3, Block 227, Section "H" Atlantic Boach, as recorded in Plot Book 18, Page 34. of
the Current Public Records of Duval County, Florida.
N
!tl CoNfled To, Croce Neville
First American Title Insurance Company
West 14th Strost Eagle Title k Abstract
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CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826 - Fax: 247-5877
ELECTRICAL PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 24502 Address: 1335 MAIN STREET
Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s)-.3 Block: 227 Section:
Square Feet: Subdivision: SECTION H
Est. Value: _ Parcel Number:
Improv. Cost: OWNER INFORMATION
Date Issued: 7/23/2002 Name: BESTCON
Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY
Amount Paid: 50.00 JACKSONVILLE BEACH,FL 32250
Date Paid: 7/23/2002 ro 904 246-3747
Work Desc: INSTALL 200AMPS, S ,
CONTRACTORS Yom::. F ,. ATION FEES
DYNAMIC ELECTRIC COMPAN
a ��, 5Q.00
M
-
,
";ryrt gg,,
NOTICE- IN Cl ,l �� � �T; � ` �� 1~k P R ECTION
BUILDING MATERIAL RIS FIL"?M Tlli k1 =B T' i� =1C SPACE, AND
MUST BE CLEARED
"FAILURE TO COMPL I IN THE
PROPERTY OWNER PAII'I ,:. , .., . ... ..
ISSUED ACCORDING TO APPROVEDAND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PR VI y
}� r b
Doer: DBNITN Type: W Drawn: i
DR&: 7/29/02 01 Neoeipt w: 76118
14
1N/MTS-MLDING 1 85A.991
ATLANTIC BEACH BUI NG DEPT. 1335 NAIN ST
Trans dater 7/29/02 Ties: 9:23:48.
I
I
6�ya
i l CItY OF ATLANTIC BEACH, FLORIDA
3 APPLICATION FOR ELECTRICAL PERMIT
TO THE CHIEF ELECTCAL INSPECTOR: DATE: 7 _ 20 a P-
RI
IMPORTANT NOTICE:
IN CONSIDERATION OF PERMIT GI FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO
PERFORM SAID WORK IN ACCORCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,WHICH ARE A PART HEREOF,
AND IN ACCORDANCE WITH THE ECTRICAL REGULATIONS,CODES AND CITY OF ATLANTIC BEACH ORDINANCES.
i
ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE:
OWNERS NAME: a ADDRESS: /,?35 , _RFD BOX_
BLDG. SIZE BETWEEN:
RBS.(o--_APT.( ) COMM'( ) PUBLIC( ) INDUS.( ) NEW(,*-J'OLD( ) REW.( )
ADDITION( ) TRAILER( )' TEMP.( ) SIGNS( ) _—SQ. FT._
SERVICE: NEW INCREASE( REPAIR( }
i CONDUCTOR SIZE AMPS- COPPER ALUM O — FEES
SWITCH OR BREAKER AMPS PH W OLT RACEWAY l
EXIST. SERV. SIZE ! AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGH'T'ING OUTLETS CONCEALED OPEN TOTAL
RECEPTACLES CONCEALED OPEN TOTAL
0.30 S � 31.100 AMPS � _�-
SWITCHES
INCANDESCENT
FLOURESCENT& M.V.
FIXED 0.100$MPS. I OVER
APPLIANCES I I I BELL TRANSF.
AIR H.P. TING H.P.RATING CEI-L. KW-HEAT
CONDITIONING C01s*. MOTOR OTHER MOTORS AMPS HEAT
0.1 OVER
MOTORS H.P. VOLT GE PHS NO. I H.P. VOLTAGE PHS
MISCELLANEOUS -
--- UNDE4 600V OVER 600V
TRANSFORMERS:
NO. KVA NO._ kVA
NO.NEON TRANSF. NO A I MA I MOTOR SIZE SWITCH FLASHERS
EACH SIGN /!
Updated 5/20/1002
CITY OF
300 SE'MINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233-5445
`- TELEPHONE (904) 247-5800
FAX (904) 247-5805
SUNCOM 852-5800
DATE ..,r F
JEA Construction & Maintenance
2325 Emerson Street
Jacksonville, FL 32207
Attention: Connie
Rei €= nal Electrical Inspections
Dear Connie:
Final Inspections on the following locations have been completed and approved:
PERMIT NO. ADDRESS
Y-
t
Please call me at 904-247-5826 if you have any questions.
Sincerely,
ATLANTIC BEACH BUILDING DEPARTMENT
CITY OF
4&��,�..C eeacA-
Office of Building Official }
REQUEST FOR INSPECTION `
Date Permit No.
Time A.M.
Received RK
Job Address Locality
Owner's J l
Name
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing ❑ Footing E. Rough Wiring ❑ Rough ❑ Air Gond.& ❑
Re Roofing ❑ Stab ❑ Temp Pole ❑ Top Out ❑ Heating
Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑
Pre Fab
READY FOR INSPECTION
Mon. Tues. ,� Wed. Thurs. Friday F,M,
4 A.M.
Inspection Made —VV P.M.
inspectorFinal Inspection 11
Certificate of Occupancy❑
�� Date
CITY OF
116Office of Building OfficialiN
7j
11 l.pREQUEST FOR INSPECTI �
� --�
Date� Permit
Time A.M.
Received P.M.
Job Address Locality
Owner's �jo�t
Name c Contractor i
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing Q Footing Q Rough Wiring Ci Rough Q Air Cond.& Q
Re Roofing Q Stab Q Temp Pole Q Top Out Q Heating
Insulation Q Lintel Q Final Q Sewer Q Fire Place Q
Pre Fab
READY OR INSPECTION
gRm.
Mon. Tues. Wed. Thurs. Friday
(] r A.M.
Inspection Made _ r `-' PM•
Inspector
Final Inspection Q
cx--� Certificate of Occupancy Q
Date
CITY OF C-5 — �
fQ&.K tC 19.J1-0;&ztJ4
Office of Building Official
} REQUEST FOR INSPECTION
Date L-/ Permit No. ��
Time A.M.
Received Pm'3� NAL '1
Job Address Locality
Owner's
� Contractor
BUILDIN CONCRETE ELECTRICAL PLUMBING MECHANICAL
ram+ng 0 Footing D Rough Wiring ❑ Rough O Air Cond.&
Re Roofing 11 Slab E, Temp Pole ❑ Top Out Q Heating
Insulation Lintel Ci Final 0 Sewer 0 Fire Place
Pre Fab
READY FOR INSPECTION
A.M.
Mon. Tues. Wed. Thurs. Friday P.M.
A.M.
Inspection Made P.M.
Inspector
Final Inspection❑
Certificate of Occupancy u
Date
CITY OF C Q
4&aa tG Bwc4-4&zt&
Office of Building Official
REQUEST FOR INSPECTIO
Date '712 Permit No. r Time A.K
Received PM.
e-2
Job Address Locality ,
Owner's i'
Name t f Contractor
BUILDING CONCRETE ELECTRICAL LUMBING MECHANICAL
Framing 0 Footing 0 Rough Wiring G Air Gond.& Q
Re Roofing 0 Slab ❑ Temp Pole ❑ Top Out r. Heating
Insulation D Lintel Ci Final II Sewer 7-, Fire Place G
Pre Fab
READ OR INSPECTION
AAL-
Mon. Tues. Wed. Thurs. Friday P.M.
A.M.
Inspection Made P.M.
Inspector _ Final Inspection E,
Certificate of Occupancy 0
Date
S 793
/CITY OF
/3
fYt tC weA- t1ZW�a
Office of Building Official
REQUEST FOR INSPECTIO
Data t" _ Permit No.
Time A.M.
Received P.M.
35 L
Job re Loc '
Owner's 7 ��
Name Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing ❑ ❑ Rough Wiring D Rough ❑ Air Cond. &
Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating
Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑
Pre Fab
READY FOR INSPECTION
A.M.
Mon. Tues. Wed. Thurs. Friday
, 1 � � A.M.
Inspection Made P.M.
��Inspector Final Inspection❑
Certificate of Occupancy 0
Date
CITY OF
4&4a& B -4;&w-44
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No. " `�� '� r�
Time A.M.
Received P.M.
Job Address Locality
Owner's
Na Contractor
UILDINCONCRETE ELECTRICAL PLUMBING MECHANICAL
roFooting ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑
Re Roofing ❑ Stab ❑ Temp Pole ❑ Top Out ❑ heating
Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑
Pre Fab
READY FOR INSPECTION
A.M.
Mon. Tues. Wed. Thurs. Friday P.M.
iA.
Inspection Made 10,1/ M.
P.M.
Inspector Final Inspection❑
Q Certificate of Occupancy
t��" 1 Date
CITY OF7 y 7
s4,tlan4c Ae=4-1". 2-
Office of Building Official ti 7f
lg REQUEST FOR INSPE ON �5-0-2-
7TimeDate L �✓� '2— Permit c/172--
Time
A.M.
Received / --33s
PM.
Job Address Lo lity
Own s f}
Nam Contractor
BUILDIN CONCRETE LECTRI AL f
Cl Footing 11 Roug Wng D Rough D Air Cond.& t]
Re Roofing Q Stab 17 Temp Pole ❑ Top Out ±�0Heating
Insulation Cl Lintel 0 Final 0 Sewer ! Fire Place 0
Pre Fab
READY FOR INSPECTION {q�'1
Mon. Tues. Wed. Thurs. Friday
'P M
A.M.
Made PM—
Inspection
Inspector
�^ �0,1--:�
Date
CITY OF 3 7,4 )
4&od w- hea44-0;&"
Office of Building Official
REQUEST FOR INSPECTION
Date Permit No.
Time A.M.
Received RM.
/1 33 3—
Job Addrw KAC VV_1 Locality
,
Owner's
Name
Contractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing E Footing 11 Rough Wiring Q Rough 7, Air Cond.
Re Roofing D Slab Cl Temp Pole 0 Top Out [-j Heating
Insulation E Lintel 0 Final 01 Sewer F-1 Fire Place ❑
Pre Fab
READY FOR INSPECTION
Mon. Tues. Wed. Thurs. �riday
A.M.
inspection Made
_RK
Final,�Ln aCW16hfM---
Inspector 1 c' ----
rt n5 — ----
oc
�ertiiicat,eof Occuoanc7�
, 7
Mate
CERTIFICATE OF OCCUPANCY
This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in
compliance with the various ordinances of the City regulating building construction or use. For the following: j
i
I
t
I
Address: 1335MAIN STREET Owner: BESTCON
ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY
JACKSONVILLE BEACH, FL 32250
I
Construction Type: WOOD FRAME
i
Use Classification: SINGLE FAMILY '
I
Permit Number: 24172
Date: 9127/2002
C\�
DON C. FORD, C.B.O.
Lp—ost-i aconspicuous space
i
CITY OF ATLANTIC BEACH
I
CERTIFICATE OF OCCUPANCY
This Certificate issued pursuant to the requirements of section 1 o6 of the Standard Building Code certifying that at the time of issuance this structure was in
compliance with the various ordinances of the city regulating building construction or use. For the following:
J�
I
I �
I
Address: 1335 MAIN STREET Owner: BESTCON
ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY
+ JACKSONVILLE BEACH, FL 32250
t
Construction Type: WOOD FRAME
Use Classification: SINGLE FAMILY
Permit Number: 24172
Date: 9/27/2002
I
I
DON C. FO D, C.B.O.
Post in a conspicuous space
BUILDING. PL4NNING AND ZONING INSPECTION DEPARTMENT
CITY OFATLANTIC BEACH, FLORIDA
CERTIFICATE OF OCCUPANCY
WORKSHEET
02-
Date Requested: E �-
Building Contractor Z4-1-&)--r�
Building Permit Number,
," 7
4
Address : /3 ;`���J5
Legal Description:
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
Lowest Floor Elevation: � o
required as built
BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE
DEPARTMENT DATE N TIFIED DATE APPROVED BY
Fire
Public Works �- � (� 6 � `11" J 7-4-�)I?- -
Planning �d�� /-l�c -()1-G)C3 S 0
&u i 1 di n g 1 �- /0 - / -
Q �--
OM �JSN3
�4 k4' 4
- -- 22
I
TR i
FLOODPLAIN DEVELOPMENT INFORMATION
Location:: If 3 3 5
Type of Development:
Flood Zone:
Required Lowest Floor Elevation:
If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB
HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above
the base flood elevation established for that zone.
No final inspection will be made and no certificate of occupancy will be issued until the survey is
on file with the Building Department.
COMMENTS:
Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon
the above information being correct and that the plans and supporting data have been or shall be
provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11
and all other laws or ordinances affecting the proposed development.
Date Applicant's Signature
Department Use:
Required Lowest Floor Elevation
As Built Lowest Floor Elevation
Survey Filed with Building DepartmentL ✓
.— C ` Ik
Building Department Repr entative
Sea•27. 2002 WOM BESTCON, Inc. No-8158 P. 4
:CLARSON & ASSOCIATES FAX NO. :904 396 2633 Sep, 27 2002 02:12PM P1
MAP SHOWING BOUNDARY SURVEY OF LOT 3, BLOCK 227,
AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH
AS RECORDED tN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBUC RECORDS OF DUVAL COUNTY, FLORIDA.
FOR: BES-1 DI INC.
®EARlNG REF RENOE: N01'Q2' O"W FOR THE EA Y R/W LIN£ FOR MAIN STREET,
ELEVATION SHOWN THus: (10.215) REFERS TO NATIONAL GEODETIC VERT AL DATUM.
0 L O C K 2 2 8
L U T a L O T 3 L O T 4 n �11
'I G
S01*22'00"E
50.00 of p I aVk geaCh
a., qty all
onin
B L O c K 2 2 7 gul�d�n$
L o T 3
CxZN1>Q IC
O PASM_
0 f 0.9'
N M
0 d
r W r
" R < in r1 w n
D
W ® >'ZWd
WF Q 7.d'
0
O 01 Iq r (D O
Lf)
_
o ,
r _j-,9_—.x-+�.1. (p -I
st GI? 00 c Its' M
ZT_s• RT' �
r
120 uv N01*22*00"W 0 s"#
10.
POLE
MAIN STREET
(50' RIGHT OF WAY)
MNAL SURVEY: 9-26-200 tti4" NOTE FOUNQ ALLIR NS—EXCEPT AS NQ
R'OUNOA 110N SURVEY. 7-19-2002 NOTE: FOUND ALL IRONS
1 HEREDY T-nFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIREOTON MEETS THE G t
wNIMtIM TECNWCAL STANDARDS FOR LAND 3UrVEY0R5 IN ACCORDANCE "Th u"A)'Itle 51017-6, FLC)RIDA r "-avcnc MONLarEnf
ADUINISTRATIV£CDDE(PURSUANT'TO SECTION 472,027, r'LORIDa $7pTtJ'IF;S), AND FURTHER CERnFY THAT r t/z'cau��n4 IR�ii
!HERE AAE NO V!SIB!f ENDRDA",ENTS UPON THE SUBWECT PR(WERTT EXCEPT °S SHOWN. L QR.L t9 A"SEI
NO • NE IAT SugvEYEP KE#EON APPEARS T9 UC"TT#N FLOOD aARSM AW ASSWATM INC. LL RAMM ANou
ARC Uk14W
-4% X — u' WALED rROW FIE MM*KWNCE RATE 443 NALGO ASE.,JAtKS0w4LLF,F[.,32207 04 p a. ��
MAPS,00&4k"TY PANEL NO,12tUU5-OOO1D nATEp 4-t�-9p, P.T. rgNT W AM RCY
P,R.C.POWT 0I CURVE
r.c2001. c F"DOF D WRVE .
SURVEYED MAFtCN 27 �
SCALE: 1" ffi 20' u a 'et aZOORDS VOLUM
g 1'OR NO.44W R.oamA 'I'E't' UZ CUrvvO
FIELD BOOK 4 PAGES O4-0$ RCP CONCRETE ME
.--�aJOSE A. HILL .)R. _
1 V MDT VAk1p WiiHOOT£MD03SFA$VRKYOR'S SpAL �� C1"CIRIFJ,D UIRf(,'4N0
•Received Time_Sev•21•— 3:29P
DYNAMIC 91C, IN
3167-201 s.Sr.Jom ac.u�
JACa2CtMLJ _FL
September 10, 2002
Mr. Don Ford
City of Atlantic Beach Inspection Department
800 Seminole Road, Atlantic Beach FL 32233
Don —
We respectfully request that temporary power for the new BESTCON, Inc. home con-
structed at the address listed below be turned on for a period of thirty (30) days for
testing purposes.
We will be responsible for anything that may occur due to the energizing of the service
prior to the Certificate of Occupancy, and the approval and completion of the job.
Yours truly,
Gary Perkins
Dynamic Electric, Inc.
Re: Lot 3 Block 227 Atlantic Beach
Residence: NevilleA P P R O V
iCnY. OF ATLANTIC E)CH
Address: 1335 Main Street BUILDING OFFICE
Permit #: 24172
CITY OF ATLANTIC BEACH
. 800 SEMINOLE ROAD
w�*� ATLANTIC BEACH, FLORIDA 32233
`w INSPECTION PHONE LINE 247-5826
Application Number . . . . . 02-00024904 Date 9/26/02
Property Address . . . . . . 1335 MAIN ST
Application description . . . PLUMBING ONLY
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 0
Owner Contractor
-
------------------------
-----------------------
H2O MANAGEMENT, INC.
3731 C.R. 220
MIDDLEBURG FL 32068
(904) 282-6413
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . . SPRINKLER SYSTEM
Permit Fee . . . . 25 . 00 Plan Check Fee 00
Issue Date . . . . Valuation . . . . 0
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 25 .00 25 . 00 .00 .00
Plan Check Total . 00 . 00 . 00 . 00
• Grand Total 25 .00 25 .00 .00 . 00
BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED
UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS
WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
BUILDING OFFICIAL
I
City of Atlantic Beach
CUSTWER RECEIPT a+�•
•:
WITH
Type: OC Drayer: 1
Date: 9125/02 01 Receipt no: 92257
Description OtT Amount
2602 ._
SP BUILDING PERMITS 1 $25.60
2602 29904
BP BUILDING PERMITS 1 $25.60
Tender detail
C CHECKS 1639 55e.e0
Total tendered $50.66
Total payment 55e.90
Trans date: 9126162 Time: 9:95:95
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION: / 33s' 114,41-A)
OWNER OF PROPERTY:� TEL.
PLUMBING CONTRACTOR: . S'�-
3 z069r
CONTRACTOR'S ADDRESS: 3 M,Eley,.,e �1
STATE LICENSE NUMBER: - 1 577 TEL. Z-b'a -41c/f_3
HOW MANY OF THE FOLLOWING FIXTURES
RE-PIPED OR NEW
SINKS SHOWERS
LAVATORY WATER HEATERS
BATH TUBS DISHWASHERS
URINALS DISPOSALS
CLOSETS WASHING MACHINE
FLOOR DRAINS SHOWER PANS
SEWER WATER
RE-PIPE(LIST FIXTURES BEING REPIPED)
OTHER PJ '5 pAt
TOTAL FIXTURES: X$3.50+$15.00=
MINIMUM PERMIT FEE: $25.00
SIGNATURE OF OWNER:
SIGNATURE OF CONTRACTOR:
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS-(904) 247-5826.
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877
PLUMBING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 24372 Address: 1335 MAIN STREET
Permit Type: PLUMBING ATLANTIC BEACH, FL 32233
Class.of Work: NEW Township: Range: Book:
Proposed Use: SINGLE FAMILY Lot(s):3 Block: 227 Section:
Square Feet: Subdivision: SECTION H
Est.Value: Parcel Number:
Improv. Cost: OWNER INFORMATION
Date Issued: 7/01/2002 Name: . BESTCON
Total Fees: 53.50. Address: 2440 SOUTH BEACH PARKWAY
Amount Paid: . 53.50 JACKSONVILLE BEACH, FL 32250
Date Paid: 7/01/2002 Phone: (904)246-3747
Work Desc:- INSTALL 11 FIXTURES
CONTRACTORS "- t- --_,_ APPLICATION FEES
DON HARRIS PLUMBING x � "'" 53:50
fal
' � H v`.!��Fa �„F �1�#N3�'l�aa,m..^ i F�R>•�p.t:h Si4 TEAM
4t ar
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s
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' 'Sa` t. t .i� r t�,r��' a{,o,•" 0 p"3'w�?• 3' � a"�,es'd k �� k q..
S,ity~ Vth :X -
�5,,,�
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r} r t Mxr #+ mR yw� ' a �algt ,w �i svr rt s
—0
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fr s.:�(� tlW Prta" 4P
airy ux"sm la �9�i �.. a c—'n ,, s1
✓•, er mstr,it l4axY-° �+'�>�'r,"� � �?: F>,�y�,3F�,�Y���'{,T��{�."'t f.� M�.�rr�,vy���•
�
. Y t"�iv �� ,»'��S ��^� x`v d ,r'1��i{kb�@t�."1'�"�tblH",�a ,�4+rE fiac}° r?A£� a ��,�.a r°y,}.wX��'��'� T ��•�ed
..r : �f�i r" +I t tai .7!:x�H'� �rtka x a �" 3 ,•� �. r a,� t �, rN4 r�, s✓ j',� "� y a ,� .
Y�J...;w``f 7M�..,,.u^F, � ? .%s �.,r.r. . .ri "».0+:,wm's�•'�s,..Rifi.?>4�'Rirsf nky:, tw�hh.,-1 �a�ssra}, .T,.'tC�,r�,. r �'� , � h„�:•a �?Y�r .,, y,
• r 'z i ' � J a f "h � �} s a a>. „�”'
NOTICE �, Si I � �. T CTION
t'v H.,f 3rinri L•m+�' +.r¢y "� i Ft^F
2f
BUILDING 7
BUILDING MATERMPUBLIC
SPACE, AND MUS s „t » x: t r ,� ' :. OWNER
.. N ',+,r'rd �'a°5s3a� '^'F,j 'r's+i 4-r�.tA !' sy, ,�.+r',rb'st'•r m��:��r{,, N: i �?,:rry 9�'�1'r'N,�., �� :.'
.. ',�F�'� tb ��tK'... "t'>«.t '�"ry, !'r� -:A' �'4�t�"K'a+�W:•� rrS�"w'utWSdxL �� �*;�r ����� "�
' FAILURE TO CON 1 � THE.
PROPERTY OWNER
, � t iur.F T du'.; r .Sc.
ISSUED ACCORDFNG.TO APPR SII ' R � �a �. SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE P 4" w'
. 4aYt .�
6W. AMR OC kwwl. 1
tek dpk ww:. : 69M
14 1�1T$-MIL9ING ] X3.56
ATLANTIC BEACH BUILDING DEPT. an's'11m
Q C� 2329 10166.56
Ihm 4WbjC TMW raw .U:38:41
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
Bldg. Permit# f ,
JOB LOCATION:
OWNER OF PROPERTY:
BUILDING CONTRACTOR: 2 j) z/2 /
PLUMBING CONTRACTOR Don Harris Plumbing, Co.
AND ADDRESS: P.O. Bax 14668
Jacksonville, -F�?10 -
TELEPHONE NUMBER: (904) 772-0900
STATE LICENSE NO: CFC019194
TYPE OF BUILDING: New Construction
TYPE OF WORK:
New Plumbing
HOW MANY OF THE FOLLOWING FIXTURES INSTALLED
/ SINKS / SHOWERS
LAVATORY / WATER HEATERS
BATH TUBS DISHWASHERS
URINALS / DISPOSALS
CLOSETS / WASHING MACHINE
FLOOR DRAINS SHOWER PANS
OTHER
TOTAL FIXTURE COUNT: x $3.50 + $15.00 = $
-----------------------------------------------1-------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE HOST RECENT EDITION 'OF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826
CITY OF ATLANTIC BEACH i
MECHANICAL PERMIT
800 SEMINOLE ROAD-ATLANTIC'BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 24519 Address: 1335 MAIN STREET .
Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book:
Proposed*Use: SINGLE FAMILY Lot(s):3 , Block: 227 Section:
Square Feet: Subdivision: SECTION H
Est. Value: Parcel Number:
Improv. Cost: OWNER-INFORMATION
Date Issued: 7/24/2002 Name: BESTCON
Total Fees: 43.00 Address: 2440 SOUTH BEACH PARKWAY
Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32250
Date Paid: 7/24/2002 .. Phone 9041246-3747
Work Desc: INSTALL NEW HVAC
CONTRACTORS) ICATION FEES
CHAPPELL HEATING &AIR CON 43.00
t
r
NOTICE F ON
BUILDING MATERIAL SPACE,AND
MUST BE CLEARED U =-, , — f
"FAILURE TO COMP L - THE
PROPERTY-OWNER PA: _ � �_�AMP-
ISSUED ACCORDING TO APPROV D SUBJECT TO REVOCATION
FOR VIOLATION OF.APPLICABLE PRQ
Date: 7/24/02 91 Type: OC Drawer: 1
14 PWITS-MLDI�1 .no:
76286
ATLA IC BEACH UIL EPT= 543.00
13M UAII ST
t* CIM 1575 $129.80
Trana date: 7/24/02 Time: 17:03:39
Zo -13 ma'��
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FLORIDA 32233
APPLICATION FOR MECHANICAL PERMIT
IMPORTANT—Applicant to complete all items in sections I, II, III, and IV.
I. Street Address: 3 $
LOCATION OF Intersecting Streets:Between And
BUILDING Sub-division
II. INDENTIFICATION—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 attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach
ordinances and standards of good practice listed therein.
Name of Mechanical Contractors � S d Z
Contractor Print 1 Master tt��77 d
Name of Property
Owner v l�
Signature ofOwner L'- Signature of
Or Authorized Agent I/- Architect or Engineer
III. GENERAL INFORMATIO
A. TypW heating fuel: B.
Electric IS OTHER CONSTRUCTION BIUNG DONE ON THIS
O Gas: _LP Natural —Central Utility BUILDING OR SITE? %Z s
❑ Oil I
❑ Other-Specify IF YES,GIVE NIZ4BkR OF CONSTRUCTION J "
PERMIT /7 7-
IV.IV.
MECHANICAL EQUIPMENT TO BENATURE OFWORK
INSTALLED U'—' Residential or Commercial
0K New Building
Provide complete list of components on back of this form) ❑ Existing Building
9��u.Heat _Space _Recessed _Central !Floor Ll Replacement of existing system
Conditioning: Room Central k" New Installation(No system previously installed)
ct System: Material ' Thickness ❑ Extension or add-on to existing system
Maximum capacity_L C b cfm ElOther- Specify
11 Refrigeration
❑ Cooling tower: Capacity Spm
D Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY
O Elevator: _ Maulift Escalator (Number) (Received)
❑ Gasoline pumps (Number)
❑ Tanks (Number) Remarks
❑ LPG containers (Number)
D Unfired pressure vessel Permit Approved b
❑ Boilers PP Y Date
Cl Other-Specify Permit Fee
LIST ALL EQUIPMENT
AIR CONDITIONING AND REFRIGERATION EQUIPMENT
Number Units Description Model Number Manufacturer Capacity Approving
Tons Agency
N b NI-1100 ZY Aeve Z- z l c.
HEATING-FURNACES,BOILERS,FIREPLACES
Number Units Description Model Number Manufacturer Capacity Approving71 r.-
BTU Agency
jeTANKS
How Many Nominal Capacity Type Liquid Name of Serial Approving
And Dimensions Contained Manufacturer No. Agency
33 ' 9"8
in
i
N
LL
co Lo LL I
L LL LL LL
CD
-- i CO
N
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0 L71
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— — —
A 2 '
5' 8 16 ' 4 --+
KING BLDG . SUPPLIES
1190
PITCH 18 OH SO / CUT
: B0287
TOMER : BESTCON INC .
: LOT 3 / 227 ATLANTIC BCH .
23' 3"8
W w
I � N I- - - -
IU � O
'COD
D I
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r
LL
B3
82
m - - IZ. �
— - -- @1 —
I
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F-N-+-
16 ' 7•• 7 .+- 12. 3"8 —�-
1 . DO NOT CUT OR ALTER TRUSSES , UNLESS M A N ,
APPROVED BY TRUSS OFFICE
2 . VERIFY ALL SPANS AND AMOUNTS , AS PLAN
TRUSSES WILL BE BUILT IN STRICT
ACCORDANCE WITH THIS LAYOUT
3 . NO BACKCHARGES ALLOWED , UNLESS APPROVED 7 lc
IN WRITING BY TRUSS PLANT MANAGER
4 . APPROVED BY
APPROVAL DATE : JOB
s B
DEL . DATE CULOC '
May.10 2002 5:23PM BESTCON, lnc, '—')n No-4126 P. 3
02-A4-0140 ' 4;' T16>:
NOTICE OF COMMENCEMENT 1-3-3
�
To whom it may concern. PA""
The undersigned hereby informs you that improvements111'����t77�30IK
will be made to certain real property, and in �OlailY T t
accordance with section 713.13 of Florida Statutes, the
C6 following information is stated in this NOTICE OF
COMMENCEMENT.
{ 3.00
Description of property:
w
Lot 3, Block 227, Section "n•, ATLANTIC BEACH, accordi'g to the plat
thereof, as recorded in Plat Book 18, Page 34, of the Pudic Records of
Duval County, Florida.
3 Block 227, Atlantic Beach, F1
General description of improvements: single family dwell incr
Owner BestCon Inc.
Address 2440 3outhUagh Parkway Tax Beach,, 71 32250
Owner's interest in site of the improvement
Fee simple Title holder(if other than ownorl
Name
Address
Contractor Beatcon. IAS.
Amoss 2440 Southmeach Parkway Jax peagil, Flor da 32250
s Address y)
Amount of bond s
Name and address of my person malting a loan for the construction of the Improvements, 17
Nam Amt outh Bank
Address 10245. Cenet}rion Parkway. Jacksonville, F1 32258
Name of person within the State of Florida, other than himself, designated by (�
owner upon whom notices or other documom may be staved: i;J
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 [2] (b), Florida Statutes.
(Fill in at Owner's option).
Naive Venture Title Agency, Ltd, LL
Address 4315 tolo Oaks Court, aacksonville. 1222d
� Beat on Inc., a Florida corporation
STi+,TB,OFT ..
COUNTY OF Duval Chvna
Paul W. Nichols, President
The foregoing instrument was acknowledged, sworn to and subscribed before me this
lot; day of tray 2002 by
who is peraoatdly known to me or produced as identification
and who did/did not take an oath.
Venture Title Agency, Ltd., LLLP NotuyPublic Si e
4315 Pablo Oaks Court a.,04 A�LMOr ,kRA6-7
Taokeonville, FL 32224 °v UMtL Ne
N*WyP4kiwe l�►i p�--
My Comm, ix X2004
coiaan�co
CIT`` OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 JEE AitOLE ROAD-A T LAN i iL.%iir�F i,FL a2.2_33-TEL: FAX: 247-5077 '
raft Numb PERMIT INFORMATION _ _ Addrs :L4CATt{�1V13-315 �fNFQRM FORMATION —:
j Permit Ty : BUILDING ATLANTIC BEACH, FL 32233.
Class of Work: NEW Township: Range: Book:
Proposed Use: S!NGLE FAna1Lv Lo; s 1,;'? Block- ^�? Sectsol?.
Square Feet= ISubdivision: SECTION H
Est. Value: Parcel Number: _
1mr)ro.=. Cost: 98.298.00 _ OWNER 'NFORI INFORMATION
Date Issued: 5/30/2002 C - - Narrae:y BESTCON
Total Fees: 3,500.54 Address: 2440 SOUTH BEACH PARKWAY
Amount Paid: 3,500.54
JACKSONVILLE BEACH, FL 322250,
!_----___ Date Paid: 5130/20029a4}246-3747
Work Desc CONSTRUCT N�1�i 5
CONTRACTORS ! 1^ATION Z=EES
BESTCON, INC. _ - -- 672.00
72.
" 370.00
-50.00
P i85.00
5.65
325.00
.; 0t�/i^ Ef}�.y}Tltit 35.00
a
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– -- NOTICE INS�EGTi l SE-RE_ QES`IL,D P►#LE T'24 HOI,kRS PR# TOll�t TION
BUILDING tv1ATERlA1 ; )31~$ A _ 1yRiS FyRi3P,�I"f#iiSg FttflK i !#�►ST f' O�7T �y+ 1=€ €N LIC SPACE, AND
YYI4JV V4. YJLLlII�L,V (X I{ �•'��l F'�F b/ t.-,;T C'-AN�. � ""TOR, f..}k G ,{\ -
----
"FAILURE TO C®IUI `Tin ' � �F���"141��LI ,'>n ` �a , IN THE
PROPERTY OWNER PA
ISSUED ACCORDING TO APPROVE tT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROMS
_.
der: DBrrIT>f Tom: OC Drawer: 1 j
leans: 6/16M b Ribd ■o:
11 PEWTS-I ILDUG 1 1672.06
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ATLA C BEACH BUIL6ING D ,.- Ni1111Q22fIM
CL cow 1863 SM.54
Traaa date: 6/16/62 Tin: 11:31:35
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address 4,33 T & ) ,S IL
Date 0 a
Heated Square Footage f @ $ per sq ft = $
Garage/Shed 3 2 @ $�J per sq ft = $
Carport/Porch $ & per sq ft = $
Deck F��@ $ per sq ft = $
Patio @ $ per sq ft = $
TOTAL VALUATION: $
�q( $
Total Valuation 1st $
$
Remalrling Value $Q. per thousand
or portion thereof
TOTAL BUILDING FEE $
+ 1/2 Filing Fee $
( ) Fireplaces @ $15 . 00 $ --a
BUILDING PERMIT FEE $ 6 "T a
WATER IMPACT FEE $_ '7-�:>
SEWER IMPACT FEE $ r 2Y-0
WATER METER/TAP $
CAPITAL IMPROVEMENT $ 2 S
SEWER TAP $_
jt(�o ) RADON (HRS) . 0050 $_S. O
SECTION H PAVING $
HYDRAULIC SHARES $_
CROSS CONNECTION $_r ?
VS-f-fl SURCHARGE .0050 $ R!Cfff 14 , 16
OTHER $
GRAND TOTAL DUE $ 3 rQ 0 •,
ADDITIONAL PERMITS OR FEES: Mechanical Plumbing
Electric/New Electric/Temp ; SwimmingPool
Septic Tank ; Well Sign Finish Floor Elevation
Survey Other
CALCULATIONS and/or NOTES:
iO. 1
City of Atlantic Beach• 800 Seminole Road- Atlantic Beach,Florida 32233-544$
Phone: (904)247-5800- FAX (904)247-580!5- http://Www/ci-2tlantfc-beAch.fi.as
BUTLDING PERMIT APPLICATION
FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION
(INCLUDING NEW CONSTRUCTION, REMODEL, ADDPCIONS
AND ALTERATIONS, MO'V'ING OX DtEMOLI:1,'10N)
DATE-
JOB ADDRESS ._. ,
APPLICANT
ADDRESS .,ter' �i`�� '� .t t ta l ij PHONE:,'' ;i ( � i tr - 7
_ ,- =r
ALI
I,11 GM,D) SC1tXP'I'ION: BLOCKNUMBER LOT NIUM)!#ER 'ZONING DISTRICT
CONTRACTOR ° �� ,;.; U,%!.� 4 F r ��, 'z STATE LICENSE NTIMIBER �,=_t
ADDRESS
CITY _ 1 °t"iR ,1I' .0 STATE &, FAX "
DESCRIBE PROPOSED USE AND WOW TO 131E DONE
PRESENT USE OF LAND OR)( UILDING(S) LOAM,,
VALUATION Of(PROPOSED CONSTRUCTION f q&ZO/&
Is this an addition? .r"eaft If yes,what are the dumeusiow of the added space: e-r feet by +feet
Will the added urra be Izcatcd and cooled? . Now electrical or increaso in scrvicc? _ �_^'L=
a a?-
New plumbing fixtures? _2.11.`aNew fireplace? ^i.� � New heating/air conditioning?
Is approval or Homeowner's Association or other private entity required?_. ;" If yes,please submit with this application.
PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all
information as anorouriate.)
suer 1. Verity zomag designation and proper setbacks for the proposed construction. If you are unsure of this information,please
contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have
Property Appraiser's Rcal Fstate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determiDe if a pre-construction or post-construction
topogaptucai survey is required. (If not required, written verification must be provided with this application) The
Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach, FT, 32233 Telephone:(904)247-5834
3102
Received Time Apr .30 . 12: 18PM
�. 2
STEP 3. Ploasc submit, Euczgy Cudc Fcuuz, Nutiuc: of Conuncnccrucny Owner/Contractor Affidavit if owner is contractor, and
four(4) complete sets of construction plans to the Building Depar=ent; which is located at the Atlantic Beach City Hall,
900 Seminole Road,.Atlantic Beach,)M 32233 Telephone::(904)247-5825
In addition to construction and engineering detail, plans.must contain the following information as appropriate for the type of work
buing porfuirrncd. Scale;of drawings should be sulUcicnt to depict all required hUbrmation in a cleat'and legible manner.
1. Current survey showing the property boundary with bearings and distances and the legal desrrTtinn
2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and
square footage. Identity any existing structures and uses.
3. Existing andlor proposed driveways.
4. If required by the Department of Public Works,a prc-construction topographical survey.
5. Any significant environmental features, inchlding tiny juri,,dictinn-il wrtland.q, C"t.`.f.L, nawral water bodies.
b. Impervious Surface area calculations. (Swinuning poops may be excluded-from total Impervious Surface.)
7. Other information as may be appropriate for individual.applications.
I HEREBY CERTIFY TUAT l RMATION PROVIDED WITH T141S APPLICATION IS CO RIS
� J t
SIGNATURE OF OWNER_ _ "" IVATL
I IIF.RICBY CERTIFY THAT I lIAyZ "AD ANN EXAMINLYU 't'HAS AkPLXCXrION AND KNOW TILE SA14E TO BE TRUE AND
CORRECT. ALI, PROVISIONS OF THE LAWS AND ORDINANCES GOWRNING 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 T.U)E PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR
LAWS IN ANY MANNER,INCLUDING TTW.GOVX"ING OF CONSTRUCTION OR THE PERFOILMANCE OF CONSTRUCTION OF
THE PROPIER'j'Y. I UNDERSTAND THAT THE ISSUANCE Of THIS PERMIT IS CONTINGENT UPONTHE ABOVE,INFORMATION
BEING TRUF, AND CORRECT AND THAT TITF PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL HE PROVIDED AS
REOUiRED.
SIGNATURE Or CONTRACTOR + DATE
ADDRESS AND CONTACT INFORMATION O)F rE RSON TO RECEIVE ALL CORRESPONDENCE REGARDING
TIUS APPLICATION (PLEASE PRXNT)
NAME
MAXLXNG ADDRESS
PHONE :=4 ^` r"l rim : ;a �3 q' E-MAIC. k f14 'r'i
SWORK AND SUBSCRIBED BEFORE NU THIS /� ;DAY OF
SI'ATF.OF FLORIDA,COUNTY OF DUVAL
``,,t1ltttttlll�r�i NOTARY'S SIGNA7lTME
��•�pAEN10816,
G
AS TO O` J�0Qt11AAY roc fA%. Personalty known
A2 `1o9too. ❑ Produced identification
S�= 01)0927 p1�':*= Type of identification produced
0
4•
do
AS TO CON'II'XLL,0Personally known
[] Produced identification
Type of identification produced _
IV02
Received Time bpr , 30 . 12: 18PM
WATER IMPACT FEE WORKSHEET
ADDRESS: 3 M IRI- 17'
DRAINAGE
FIXTURE UNIT
FIXTURE TYPEVALUE 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 �-
Bathtub (with or without overhead shower or whirlpool
attachments) 2
Bidet 2
Combination sink and tray 2
Dental lavatory_ 1
Dishwashing machine, domestic 2 Z
Drinking fountain c VZ— 112
Floor drains 2
Kitchen sink, domestic 2
Kitchen sink, domestic with food waste grinder and/or '
dishwasher 2
Laundry tray (1 or 2.compartments) 2
Lavatory 1
Shower compartment, domestic 2
Sink 2
Urinal 4
Urinal, 1 gallon per flush or less 2
Wash sink (circular or multiple) each set of faucets 2
Water closet, flushometer tank, public or private 4
Water closet, private installation 4
Water closet, public installation 6
TOTAL NUMBER OF UNITS = /
MULTIPLIED x 20
TOTAL$ .3 7 �
SKF. IDENTIAL-tHECKLIST FOR ONE & TWO FAMILY DWELLINGS
NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY AND
DETAIL - [FBC 104 .2.13
PLANS EXAMINER: _I \ E �� DATE. S C) r /
OWNER: T3&s 7-S o u PERMIT NUMBER:
CONTRACTOR: ( S"f til PHONE NJMBER: 3 7_ y•?L
( CIRCLE )
I. Survey:
1. Is a specific purpose survey submitted? Yes " o N/A
2. Is correct Flood Zone shown? Yes . No N/A
3. Are existing grade elevations shown for structures located
in an "A" or "V" zone? Yea No N/A'--
4. On lots in multiple flood zones, are flood zone lines indicated? Yes No P/A wo"
5. Is property in a flood way? Yes No N/A✓
6. Is flood way line shown? Yea No N/A t/
II. Site Plan: (FBC 104.2.41
1. Is Site Plan submitted? Yes -' o N/A
2. Is North arrow shown? Yes ,-go N/A
3. Is lot width and length shown? Yea veto N/A
4. Is structure shown on site plan with all setback dimensions? Yes vNo N/A
5. Does structure layout match the floor plan? Yee k--,No N/A
6. Are drainage/storm water run-off requirements noted? Yeso,Ko N/A
17 . Are all easements shown? Yea b.-No N/A
8 . • Is proposed driveway shown? Yes v-9-o NIA
9. Is landscape and irrigation layout shown? Yes No IN/A"
10. Is septic tank and drain field location shown? Yea No NIA ✓�
il. Is L.P. gas tank k size shown? Yea No N/A ✓
III. Structure Code Compliance:
1. Are plans sealed by architect or engineer? Yes °'�7o N/A
A. Are structural calculations submitted? Yes No- N/A v'-
2.
2. Ia correct wind speed shown? (FBC Figure 16061 Yea--"No N/A
3. Is exposure category shown? (FDC 1606.1.8) Yes No N/A✓
4 . Is Importance Factor shown per FSC Table 1606? Yes No N/A &,I-
S.
5. Are pressures for wind loading on components and cladding
shown per FBC 1606.2.57 YesVtvo N/A
6. Does structure meet requirements of FBC Table 500 for number of
stories and allowable area? Yes" " N/A
7. Does structure meet Fire Resistance Ratings of FSC Table 600
for structural elements? Yes ` o N/A
8. Are plans designed per SSTD 10-99? Yes No N/A✓
A. Are all appropriate charts and tables shown? Yes No N/A
B. Are all appropriate requirements circled or highlighted? Yes No N/A
I
RzSIDENTIAL CHECKLIST (Continued)
III. Structure Code Compliance. (Continued)
9. Are plans designed per "Guide to Concrete Masonry Residential
Construction in Hiah�Wind Areas"? Yes No N/A�
A. Are all appropriate charts and tables shown? Yes No NIA `�
B. Are all appropriate requirements circled or highlighted? Yes No N/A
10. Are plans designed per "WPPC Guide to Wood Construction in
High Wind Areas"? Yes✓No NIA-
A. Are all appropriate charts and tables shown? Yes No N/A✓
B. Are all appropriate requirements circled or highlighted? Yes No N/A
11. Are plans designed per "AF 6 PA Wood Frame Construction �
Manual for One- and Two-Family Dwellings, High Wind Edition"7 Yes - o N/A
A. Are all appropriate charts and tables sh64n? Yes No N/A✓�,
B. Are all appropriate requirements circled or highlighted? Yee No N/A
IV, Energy Code Information:
1. Is the current energy code form completed properly and signed;
correct climate zone and correct jurisdiction? [FBC 13-6001 Yes%I& N/A
2. Does conditioned square feet area on plans match square feet
shown on energy forms? Yee�To N/A
3, is the "R" value between common walls shown?
[FBC 13-602.1.ABC.2.1] Yest,4o N/A
4. Is the "R" value for added insulation on exterior walls shown? Yes ✓Rio N/A
S. Is the "R" value for ceilings shown? [FBC 13-604.1.ABC.1) Yes✓No N/A
S. Is the "R" value for raised floors shown? [FBC 13-6051 Yes• No N/A l/
7, Are Energy Credits Claimed? Yes- ,Po N/A
A. Attic Radiant Sarrier Credit [FBC 13-607.1.A.4] Yes No N�A
B. white Roof Credit [FBC 13-607.1.A.51 Yeslio VN/A+
C. Programmable Thermostat Credit [FBC 13-600.2.A.3.51 Yes No N/A
V. Foundation Plan:
I. Are all footings shown, including interior bearing walls,
column pads and concentrated loads? Yeso"No N/A
2. Are all locations of vertical reinforcement and anchor
bolts shown? Yes 40 N/A
3. Are all elevation changes in slab shown? Yes✓fRo N/A
4. Is minimum concrete PSI shown? Yes�/No N/A
5. Is slab reinforcement shown? Yes 1/10 - N/A
A. Wire mesh size 'and gauge? Yes No, NIA
8. Fibermesh reinforcement? Yes N/A
6. is vapor barrier, minimum 6 mil. shown? [FBC 1909.21 Yes o N/A
7. Is minimum slab on grade thickness shown? [FBC 1909.1) Yes �° NIA
8. Is type of soil treatment for termites shown? [FBC 18161 Yes✓No N/A
9. Is perimeter slab reinforcement shown? [SSTD 10-991 Yes No N/A
/K�Q. Do plans show bottom of foundation minimum of 12" below
finish grade? [FBC 1804.1.3) Yes ✓bio N/A
11. Do plans show concrete footings have a specified compressive /
strength of not less than 2500 PSI at 26 days? [FBC 1804.5.1) Yes✓No N/A
12. If pile foundation shown, is Sealed Soils Report submitted?
[FBC 1805.11 Yes" Nfrf N/A
13. Does plan indicate "No Wood Grade stakes Permitted"? Yea o NIA
2
RESIDENTIAL CHECKLIST (Continued)
vI. Typical wall Section;
1. is finished grade shown? Yes ✓o N/A
2. Is minimum floor elevation shown? Yes ✓ N/A
A. Minimum B" above adjacent grade? Yes N/A
B. Minimum__1.e" Abgve crown of road or drainage plan V_
submitted? Yes✓No N/A
C. Flood protection elevation? Yes , No N/A
D. Base flood elevation? Yee No N/A ✓
3. Is minimum footing depth beneath finished grade shown? /
[FBC 1604.1.31 Yes✓ N/A
4. Are all footing sizes shown? Yes No N/A
5. Are all horizontal reinforcements shown? Yeeo N/A
A. Number and size of reinforcement? Yes No N/A
B. Minimum lap? ' Ye8` No N/A✓
6. Is vertical reinforcement shown? Yes No N/A✓/
7. Are minimum 3" X 4" clean-ouc and inspection openings shown? Yes No N
8, Masonry construction.
A. Is exterior wall finish shown? Yea No N/A✓
B. Is interior furring shown? Yee No N/A✓,
C. Is exterior wall insulation shown? Yes No N/A V/
D. Is interior wall finish shown? Yes No N/AL/
9. wood Frame Construction
A. Is stud size, spacing, grade and lumber species shown? Yesv* N/A
B. Is exterior sheathing (type and thickness) shown? YeB No N/A
C. Are nailing requirements (size and spacing) shown?
[FBC Table 2306.11 YeaVNo N/A
D. Is exterior wall finish shown? YeSV No N/A
E. Is interior wall finish shown? Yea,/�Fo N/A
F. Is wall insulation shown? Yea;v"No N/A
G. Is minimum clearance between wood siding and finished
grade shown? [FSC 2304.2.5) Yes✓o N/A
H. Are shear wall segments shown? Yas✓Pwlo N/A
A. Type of hold-downs shown? Yes No N/A
10. Are ceiling heights shown? [FBC 1203.2) Yes%^o N/A
11. Are all hurricane anchorage and hold-downs specified
and labeled? Yes%,AO N/A
12. Is ceiling type shown, drywall thickness? YesV/$To N/A
13. Are insulation baffles shown? Yes No N/A
�
14. Roof Framing
A. Are engineered trusses shown? Yee✓No N/A
B. Are conventional frame rafters used? Yes No N/A✓
1. Rafter size shown? Yes No NJA ve
2. Species of lumber shown? Yes No N/A✓
3. Grade of lumber shown? Yes �0o N/Av/
C. Type of roof sheeting shown? Yesr'No N/A
1. Thickness of roof sheeting shown? Yea v N/A
2. Grade of roof sheeting shown? Yes No N/A
3. Nailing pattern of roof sheeting shown?
[FBC Table 2306.11 Yes ✓N/A�
D. Weight of Dry-In felt shown? Ye9/Noo N/A
E. Type of roof cover shown? Yes�o N/A
1. Attachment asphalt/fiberglass shingles shown? /
[FBC 1507,3.7) Yes 0 N/A
2. Attachment of tile roof shown? [F8C 1507.4.51 Yes No N/A✓
3. Other roof covering and attachments shown? Yes f7o N/A
F. Length of roof overhead. shown? Ye o N/A
G. Type of soffit an ascia shown? Yes o N/A
H. Attic ventilation shown? Yes�o N/A
I. Location, type and thickness of flashing shown?
[FBC 1503.2.1 and FBC 1507. 3.9) Yes V c N/A
J. Type and ga_ of save metal shown? Yeao N/A
15. Is anchorage of veneer shown? [FBC 14031 Yes No N/A
3
RESIDE IAL CHECKLIST (Continued)
VIZ. Floor Plan.
1. Does square footage on plan match square footage shown on
Application? Yes ✓No N/A
If "No", measure all areas under roof from exterior wall
to exterior wall and'adjust square footage accordingly.
Add/Subtract To/From living or habitable area.
Add/Subtract To/From non-living or non-habitable area.
2 . Are all room dimensions shown? Yes o N/A✓
✓ot
3. Are all door and window sizes shown? YesN/A
4. Are all emergency egress openings shown? Yee No N/A
5. Is required tempered glass shown at all hazardous locations?
[FRC 2405.21 Yes me--1/1/AV
6. Are all vertical reinforcements shown? Yes N/A
7. Are all shear wall segments shown? YesN/A
B. Are all hold-downs and hurricane anchorages shown? Yes Fot N/A
9. Is required attic access shown? Yea N/A
10. Are all plumbing fixtures shown? Yes o WA
A. Is water heater size shown? Yee No vN/A
11. Are all electrical fixtures shown? Ye". o N/A
A. Is arc fault circuit interrupter shown for bedrooms?.
[NEC 210-121 Yes ,No
4
12. Are all mechanical fixtures shown? Ye so/ N/A
A. Is air handler and condensor location shown? Yea No N/A
B. Are exhaust fans shown? Yes✓N,� N/A
13. Are all smoke detectors shown? [FBC 905.2] Yes, o N/A
14. Does one (1) bathroom on the first habitable floor level
have a 29" net clear door opening and handicap accessible*
route? (FBC 11-111 YesNo 11/A"/
15. Does bedroom open directly into garage7 Yes.
No✓N/A
16. Does the number of bedrooms shown on plans match the number
of bedrooms shown on the Application? YesV41�o N/A
17. Is Designer's name and address shown on plana? Yes 4o N/A
ie. Do egress doors and landings comply with FBC 1012.1.3 o N/A
and FSC 1012.1.5? Yes
19. Are habitable rooms shown with the minimum light and
ventilation requirements of FBC 1203.1? Yes VINO N/A
20. Are garage doors, windows and other openings shown as meeting
wind load requirements for components and cladding per FBC 16067 Yes�io /A
22. Does floor plan show fireplace? Yes No v N/A
A. Does masonry fireplace have a detailed cross-sectional
detail? Yes No N/A✓
B. Does pre-fabricated fireplace have copy of the
manufacturer's specifications? Yes No N/A✓
C. Is hearth size and detail shown? Yes No NIA-,**'
D. Is mantel size, location and detail shown? Yes No /A ✓
22. Are stair details shown? Yes No N/A-,""
A. Is minimum stair width shown? [FBC Table 10041 Yes No N/A✓
B. Are tread and riser sizes shown? [FBC 1007.3) Yes No N/Av-*�
C. Do spiral stairways comply with FBC 1007.8.27 Yes No N/A✓
D. Are required landings shown? [FBC 1007,41 Yes No N/A ✓
E. Are handrail height, spacing and graspability
details shown? [FBC 1007.51 Yes No N/Ali'
F. Is required headroom clearance shown? [FBC 1007.71 Yes No N/A ✓�
G. Are guardrail height, spacing and details shown?
[PBC 1026.5] Yes No v9/A
23. if floor plan shows mixed construction, are mixed
construction details shown? [May require engineering.] Yes No WIN/A`�✓
24 . if required, are tenant separations shown? Yes No N/A
A. Duplex [FBC Table 704.11
B. Townhouse [FBC 704.41
4
RKS MENTIAL CHECMIST (Continued)
vii. Floor Plan. (Continued)
25. Are all columns and beams shown for porches and lanais? Yes t No VK-/A
A. Are column type, size and anchorage shown? Yes No N/A l/✓
a. Are beam type, size, span and anchorage shown? Yes No N/A
26. Are all linter and-bdam details shown? Yes No Ai/A✓
27. Are engineering details provided for butt glass? Yes No N/A V1-
VIII,
VIII. Truss/Rafter Plan.
1. Are engineered truss plans provided showing loads, uplifts
and required connections? Yea Viiio N/A
2. Are all headers, beams, girders and interior bearing walls �
shown? Yes%, o N/A
3. Framed Roof.
A. Is rafter plan shown, including size, spacing, species,
grade of lumber, span and connections? Yes No VI'N'-/A
H. Is ceiling joist plan shown, including size, spacing,
species, grade of lumber, span and connections? Yes No N/A
C. Are collar ties shown, including size, spacing, species,
grade of lumber and connections? Yes 'No N/A
D. is ridge beam shown, including size, species and grade
of lumber? Yes No N/A L
4. Is roof sheeting indicated, showing type, thickness
and nailing pattern? Yes Ao N/A
IX. Floor Framing,
1. Is engineered floor truss plan provided, showing loads,
uplifts and connections? Yes
2. Is joist plan provided, showing size, spacing, span,
species, grade of lumbar and connections? Yee No N/A
3. Is floor sheeting indicated, showing type, thickness
and nailing pattern? Yes No N/A
X. Elevations.
1. Does plan show four (4) elevations? Yes ✓�o N/A
2. Are attic ventilation requirements shown? Yea✓So
N/A
3. Are roof pitch and overhang shown? Yee No N/A
4. Is chimney height and location shown? Yes No N/A✓
5. Is cricket shown? (FSC 1507.3.9.43 Yes N N/A
6. Are all lanai/porch details shown? Yes o N/A✓/
7. Does plan show solid blocking required for ridge vents? Yes No N/A
B. Are condensate lines and roof downspouts shown to discharge
minimum 1 foot away from structure for protection against
decay and termites? [FBC 1503.4.4] Yea VN o NJA
9. Are gutter, downspouts and splash blocks shown? Yes No vAA
5
RESIDENTIAL CHEC LIST (Continued)
XZ. Structural Details.
1. Is basic wind speed shown? [FBC Fig. 16061 Yes
No N/A
2. Are gable end bracing details shown? Yes V* N/A
3. Are roof sheeting nailing zones shown? Yes VyO N/A
4. Are protection of opening details shown? [FBC 1606. 1.41 Yes N/A
5. is importance factor shown? [FBC Table 1606) Yes VNo N/A
6. Is structure designed to withstand interior pressures? Yeah N/A
7. Is exposure category shown? [FBC 1606 .1.8) Yee ? N/A
e. Are wind pressures for components and cladding shown? //
FBC Table 1606.28 Yesvl2, N/A
FBC Table 1606.2C Yes No N/A
9. Are exterior windows and glass doors shown as approved by
independent testing laboratory and do they bear a label
by AAMA or WDMA or other approved label? [FBC 1707.4.2) Yeat/No
lo. Are window and door installation and buck details shown? Yes No /A
ll. Are mullion installation details and design criteria shown? Yes No N/A
12. Are garage door positive and negative wind pressures shown
as meeting requirements of 1.5 X pressure? [FBC 1707.4.3) Yes NoW/A
13. Are garage door manufacturer's installation details provided? Yes No VN/A
6
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1190 Builder: BESTCON
Address: Lot: 3/227, Sub: ALT BEACH, Plat: Permitting Office:
City, State: -T' Permit Number:
Owner: �.'� ,.__ r- '` °�i Jurisdiction Number:
Climate Zone: North
1. New construction or existing New _ 12. Cooling systems
2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _
3. Number of units,if multi-family I - SEER: 10.00 _
4. Number of Bedrooms 3 _ b.N/A
5. Is this a worst case? Yes _
6. Conditioned floor area(ft=) 1190 ft2 c. N/A _
7. Glass area&type _
a. Clear-single pane 0.0 ft2 - 13. Heating systems
b. Clear-double pane 141.0 ft2 - a. Electric Heat Pump Cap:30.0 kBtu/hr _
c. Tint/other SHGC-single pane 0.0 ft' - HSPF:7.00 _
d. Tint/other SHGC-double pane 0.0 ft2 b.N/A
8. Floor types _
a. Slab-On-Grade Edge Insulation R=0.0,167.0(p)ft _ c. N/A
b.N/A _
c. N/A 14. Hot water systems
9. Wall types - a. Electric Resistance Cap:50.0 gallons _
a. Frame,Wood,Exterior R=11.0,915.0 112 _ EF:0.90 _
b. Frame,Wood,Adjacent R=11.0,242.0 112 _ b.N/A
c. N/A -
d. N/A _ c. Conservation credits _
e. N/A (HR-Heat recovery,Solar
10. Ceiling types - DHP-Dedicated heat pump)
a. Under Attic R=30.0, 1212.0 112 - 15. HVAC credits
b. Under Attic R=19.0,80.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts _ PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 110.0 ft - MZ-C-Multizone cooling,
b.N/A MZ-H-Multizone heating)
Glass/Floor Area: 0.12 Total as-built points: 20772 PASS
Total base points: 20878
I hereby certify that the plans and specifications covered Review of the plans and JUE sT
by this calculation are n compliance with tbp Florida specifications covered by this o� _ 9TH
Energy Code calculation indicates compliance
PREPARED BY--' �GILBERT MILLER Energy� with the Florida ECode.
Before construction is completed v
DATE: ' `,✓' ---. this building will be inspected for `� a
I hereby certify that this buildip�g, as designed pis in compliance with Section 553.908 c
compliance with-the Floridp-Ener Cod -- -
i. ' Florida Statutes. o wE
OWN AGEN BUILDING OFFICIAL:
DATE:
��.. "" � .r DATE: 5- 97 O'L
EnergyGauge®(Version: FLR3PB v3.11)
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 3/227, Sub: ALT BEACH, Plat: , , , PERMIT#:
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points
.18 1190.0 20.24 4335.4 Double,Clear W 1.3 9.0 30.0 36.99 0.98 1087.3
Double,Clear N 1.3 2.5 8.0 19.22 0.82 126.0
Double,Clear N 1.3 5.5 15.0 19.22 0.94 271.6
Double,Clear E 1.3 2.3 4.0 40.22 0.68 109.4
Double,Clear E 1.3 5.5 30.0 40.22 0.92 1107.9
Double,Clear E 1.3 7.0 34.0 40.22 0.96 1306.6
Double,Clear S 1.3 5.5 15.0 34.50 0.86 447.3
Double,Clear S 1.3 3.5 5.0 34.50 0.74 127.1
As-Built Total: 141.0 4583.2
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adjacent 242.0 0.70 169.4 Frame,Wood, Exterior 11.0 915.0 1.70 1555.5
Exterior 915.0 1.70 1555.5 Frame,Wood,Adjacent 11.0 242.0 0.70 169.4
Base Total: 1157.0 1724.9 As-Built Total: 1157.0 1724.9
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0
Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8
Base Total: 38.0 165.2 As-Built Total: 38.0 110.8
CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points
Under Attic 1190.0 1.73 2058.7 Under Attic 30.0 1212.0 1.73 X 1.00 2096.8
Under Attic 19.0 80.0 2.34 X 1.00 187.2
Base Total: 1190.0 2058.7 As-Built Total: 1292.0 2284.0
FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Slab 167.0(p) -37.0 -6179.0 Slab-On-Grade Edge Insulation 0.0 167.0(p -41.20 -6880.4
Raised 0.0 0.00 0.0
Base Total: -6179.0 1 As-Built Total: 167.0 -6880.4
INFILTRATION Area X BSPM = Points Area X SPM = Points
1190.0 10.21 12149.9 1190.0 10.21 12149.9
EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 3/227, Sub: ALT BEACH, Plat: , , , PERMIT#:
BASE AS-BUILT
Summer Base Points: 14255.1 Summer As-Built Points: 13972.3
Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
(DM x DSM x AHU)
13972.3 1.000 (1.090 x 1.147 x 1.00) 0.341 1.000 5962.0
14255.1 0.4266 6081.2 13972.3 1.00 1.250 0.341 1.000 5962.0
EnergyGaugeT"DCA Form 60OA-2001 EnergyGaugeMesFREE'2001 FLR3PB v3.11
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 3/227, Sub: ALT BEACH, Plat: , , , PERMIT#:
FBASE AS-BUILT
GLASSESditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF= Points
.18 1190.0 11.77 2521.1 Double,Clear W 1.3 9.0 30.0 10.77 1.01 324.7
Double,Clear N 1.3 2.5 8.0 14.30 1.01 115.6
Double,Clear N 1.3 5.5 15.0 14.30 1.00 215.0
Double,Clear E 1.3 2.3 4.0 9.09 1.15 41.7
Double,Clear E 1.3 5.5 30.0 9.09 1.03 281.9
Double,Clear E 1.3 7.0 34.0 9.09 1.02 315.5
Double,Clear S 1.3 5.5 15.0 4.03 1.11 67.0
Double,Clear S 1.3 3.5 5.0 4.03 1.36 27.3
As-Built Total: 141.0 1388.7
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adjacent 242.0 3.60 871.2 Frame,Wood,Exterior 11.0 915.0 3.70 3385.5
Exterior 915.0 3.70 3385.5 Frame,Wood,Adjacent 11.0 242.0 3.60 871.2
Base Total: 1157.0 4256.7 As-Built Total: " 1167.0 4256.7
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0
Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0
Base Total: 38.0 453.0 As-Built Total: 38.0 312.0
CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM= Points
Under Attic 1190.0 2.05 2439.5 Under Attic 30.0 1212.0 2.05 X 1.00 2484.6
Under Attic 19.0 80.0 2.70 X 1.00 216.0
Base Total: 1190.0 2439.5 As-Built Total: 1292.0 2700.6
FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Stab 167.0(p) 8.9 1486.3 Stab-On-Grade Edge Insulation 0.0 167.0(p 18.80 3139.5
Raised 0.0 0.00 0.0
Base Total: 1486.3 As-Built Total: 167.0 3139.6
INFILTRATION Area X BWPM = Points Area X WPM = Points
1190.0 -0.59 -702.1 1190.0 -0.59 -702.1
EnergyGauge®DCA Form 60OA-2001 EnergyGauge4D/ResFREE'2001 FLR3PB v3.11
FORM 600A-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 3/227, Sub: ALT BEACH, Plat: , , , PERMIT#:
BASE AS-BUILT
Winter Base Points: 10454.5 Winter As-Built Points: 11095.5
Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
(DM x DSM x AHU)
11095.5 1.000 (1.069 x 1.169 x 1.00) 0.487 1.000 6754.6
10454.5 0.6274 6559.2 11095.5 1.00 1.250 0.487 1.000 6754.6
EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 3/227, Sub: ALT BEACH, Plat: , , , PERMIT#:
BASE AS-BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2746.00 8238.0 50.0 0.90 3 1.00 2684.98 1.00 8054.9
As-Built Total: 8054.9
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total
Points Points Points Points Points Points Points Points
6081 6559 8238 20878 r 5962 6755 8055 20772
PASS
,01E ST4
COD w1a
EnergyGauge'rm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 3/227, Sub: ALT BEACH, Plat: , , , PERMIT#:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE 7= CHECK
Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area;.5 cfm/s .ft.door area.
Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall;
foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility
penetrations;between wall panels&top/bottom plates;between walls and floor.
EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members.
EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter,penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases,
soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
_ installed that is sealed at the perimeter,at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a
sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from
_— ---__-- ----_--___--- conditioned space,tested. ------- ---- _-- -
Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded-by all residences.
COMPONENTS SECTION REQUIREMENTS _ _ CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit
breaker electric or cutoff as must be provided. External or built-in heat trap required. _
Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools
must have a pump timer.Gas spa&pool heaters must have a minimum thermal
efficiency of 78%. _
Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically
attached,sealed,insulated,and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics:R-6 min.insulation.
HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system.
Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides.
Common ceiling&floors R-11.
EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR3PB v3.11
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 82.4
The higher the score,the more efficient the home.
Lot: 3/227, Sub: ALT BEACH, Plat: , , ,
1. New construction or existing New - 12. Cooling systems
2. Single family or multi-family Single family _ a. Central Unit Cap:24.0 kBtu/hr _
3. Number of units,if multi-family 1 - SEER: 10.00 _
4. Number of Bedrooms 3 _ b.N/A _
5. Is this a worst case? Yes
6. Conditioned floor area(ft2) 1190 ft2 c. N/A
7. Glass area&type _ _
a. Clear-single pane 0.0 ft2 - 13. Heating systems
b. Clear-double pane 141.0 ft2 _ a. Electric Heat Pump Cap:30.0 kBtu/hr _
c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.00 _
d. Tint/other SHGC-double pane 0.0 ft2 b.N/A
8. Floor types _ _
a. Slab-On-Grade Edge Insulation R=0.0, 167.0(p)ft _ c. N/A
b.N/A
c. N/A 14. Hot water systems
9. Wall types _ a. Electric Resistance Cap:50.0 gallons _
a. Frame,Wood,Exterior R=11.0,915.0 ft2 _ EF:0.90 _
b.Frame,Wood,Adjacent R=11.0,242.0 ft2 _ b.N/A _
c. N/A
d.N/A _ c. Conservation credits _
e. N/A (HR-Heat recovery,Solar
10. Ceiling types _ DHP-Dedicated heat pump)
a. Under Attic R=30.0,1212.0 ft2 _ 15. HVAC credits _
b.Under Attic R=19.0,80.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation,
c. N/A HF-Whole house fan,
11. Ducts _ PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 110.0 ft _ RB-Attic radiant barrier,
b.N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed(or exceeded) o4z11E sT9��
in this home before final inspection.Otherwise,a new EPL Display Card will be completed ,,,,
based on installed CodepoTpnliantfeatures.
'6" xnr h- o
Builder Signature: j/ '� '"' Date: ') a
Address of New Home: �t.0 i! '� �(i"'( City/FL Zip: �?�'l/ ✓1 i 1� Y"y coD w8
*NOTE. The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPADOE EnergyStar "designation),
your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 850/487-1824.
EnergyGauge®(Version:FLR3PB v3.11)
System Sizing Calculations - Summer
Residential Load - Component Details
Project Title: Class 3 Rating
1190 Registration No. 0
Climate: North
Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 4/12/2002
Type Overhang Window Area(sqft) HTM Load
Window Panes/SHGC/U/InSh/ExSh Ornt Len H t Gross Shaded Unshaded Shaded Unshaded
1 2,Clear,DEF, N,N E 1.33 9 30.0 0.0 30.0 23 72 2160 Btuh
2 2,Clear,DEF, N,N S 1.33 2.5 8.0 8.0 0.0 23 37 184 Btuh
3 2,Clear,DEF,N,N S 1.33 5.5 15.0 15.0 0.0 23 37 345 Btuh
4 2,Clear,DEF, N,N W 1.33 2.33 4.0 1.5 2.5 23 72 212 Btuh
5 2,Clear,DEF,N,N W 1.33 5.5 30.0 5.9 24.1 23 72 1869 Btuh
6 2,Clear,DEF,N,N W 1.33 7 34.0 0.0 34.0 23 72 2448 Btuh
7 2,Clear,DEF,N,N N 1.33 5.5 15.0 0.0 15.0 23 23 345 Btuh
8 2,Clear,DEF, N,N N 1.33 3.5 5.0 0.0 5.0 23 23 115 Btuh
Window Total 1 141 7678 Btuh
Walls Type R-Value Area HTM Load
1 Frame-Exterior 11.0 915.0 2.0 1848 Btuh
2 Frame-Adjacent 11.0 242.0 1.2 295 Btuh
Wall Total 1157.0 2144 Btuh
Doors Type Area HTM Load
1 Insulated-Exter 20.0 10.6 212 Btuh
2 Insulated-Adjac 18.0 10.6 191 Btuh
Door Total 38.0 404 Btuh
Ceilings Type/Color R-Value Area HTM Load
1 Under Attic/Dark 30.0 1212.0 1.5 1770 Btuh
2 Under Attic/Dark 19.0 80.0 2.3 181 Btuh
Ceiling Total 1292.0 1950 Btuh
Floors Type R-Value Size HTM Load
1 Slab-On-Grade Edge Insulation 0.0 167.0 ft(p) 0.0 0 Btuh
Floor Total 167.0 0 Btuh
Infiltration Type ACH Volume CFM= Load
Natural 0.35 9520 55.6 1163 Btuh
Mechanical 40 836 Btuh
Infiltration Total 96 1999 Btuh
Internal Occupants Btuh/occupant Appliance Load
-gain 5 X 300 + 1800 3300 Btuh
EnergyGauge® FLR3PB v3.11
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Class 3 Rating
1190 Registration No. 0
Climate: North
4/12/2002
Subtotal 17475 Btuh
Duct gain(using duct multiplier of 0.10) 1747 Btuh
Total sensible gain 19222 Btuh
Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 3187 Btuh
Latent occupant gain (5 people @ 230 Btuh per person) 1150 Btuh
Latent other gain 0 Btuh
TOTAL GAIN 23559 Btuh
Key: Window types(SHGC-Shading coefficient of glass as SHGC numerical value or as clear or tint)
(U-Window U-Factor or'DEF'for default)
(InSh-Interior shading device:none(N),Blinds/Daperies(B)or Roller Shades(R))
(ExSh-Exterior shading device:none(N)or numerical value)
(Ornt-compass orientation)
EnergyGaugeO FLR3PB v3.11
Residential System Sizing Calculation
Summary
Project Title: Class 3 Rating
1190 Registration No. 0
Climate: North
4/12/2002
Location for weather data: Jacksonville -Defaults: Latitude(30) Temp Range(M)
Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r.
Winter design temperature 32 F Summer design temperature 94 F
Winter setpoint 70 F Summer setpoint 75 F
Winter temperature difference 38 F Summer temperature difference 19 F
Total heating load calculation 20572 Btuh Total cooling load calculation 23559 Btuh
Submitted heating capacity 30000 Btuh Submitted cooling capacity 24000 Btuh
Submitted as %of calculated 145.8 % I Submitted as % of calculated 101.9 %
WINTER CALCULATIONS
Winter Heating Load for 1190 sqft)
Load component Load
Window total 141 sqft 3892 Btuh
Wall total 1157 sqft 3547 Btuh UNR(23%) p�,Imo:
Door total 38 sqft 526 Btuh ff�
11 pal
Ceiling total 1292 sqft 1736 Btuh ^� ' C '°S` )
Tn
Floor total 167 ft 5144 Btuh
Infiltration 114 cfm 4748 Btuh �c396)
Subtotal 19592 Btuh W1 7%)
Duct loss 980 Btuh Flo.M(25%)
TOTAL HEAT LOSS 1 20572 Btuh
SUMMER CALCULATIONS
Summer Cooling Load for 1190 sqft)
Load component Load
Window total 141 sqft 7678 Btuh LatotWdernaKS%)
Wall total 1157 sqft 2144 Btuh
Ldwt in (1996)
Door total 38 sqft 404 Btuh
1Mrdows(33%)
Ceiling total 1292 sqft 1950 Btuh
Floor total 0 Btuh
Infiltration 96 cfm 1999 Btuh trt.0etr,(19%)
Internal gain 3300 Btuh
Subtotal(sensible) 17475 Btuh
Duct gain 1747 Btuh °ide`'%) .x
Total sensible gain 19222 Btuh 1n111.1.'b0-4r*(2 6) WWaft(9%)
Latent gain(infiltration) 3187 Btuh
Latent gain(internal) 1150 Btuh EnergyGauge®System Sizing based on ACCA Manual J.
Total latent gain 4337 Btuh PREPARED BY:
TOTAL HEAT GAIN 23559 Btuh DATE:
EnergyGauge® FLR3PB v3.11
8
OWNER:Spec Lot 3227 Atlantic Beach
SPECRCATIONS BUILDER: BESTCON, Inc. DATE: 5/7/2002
CONSTRUCTION JOB ADDRESS:
Lot 3227 Atlantic Beach
Main Street
Atlantic Beach, FI. 32233
All Items may not apply.(Mark those either"In Allowance,""Owner Choice,"Not Applicable-"N/A"or None.
1. FOUNDATION:
FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3"
Width: 20" Depth: 10" Reinforcing:#5 Number: 2
Spacing: N/A Dowels: N/A Spacing: 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: Conc. Block If Concrete Block-Size: 8"x16"
Concrete Mix or PSI: N/A Slump: N/A
Width: N/A Beam Pocket Size: N/A Reinforcing:#4
Number: 1 Spacing: 48"oc N/A
PIERS-Concrete Mix or PSI: N/A Slump: N/A
Diameter N/A Depth: N/A Spacing: N/A N/A
Reinforcing: N/A Nmmbera N/A Spacing: N/A
PILINGS-Material: N/A
Size: N/A Spacing: N/A Depth: N/A N/A
FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A
Width: N/A Length: N/A Depth: N/A N/A
Reinforcing: N/A Number: N/A Spacing: N/A
FOUNDATION WINDOWS: N/A Size: N/A
FOUNDATION DOORS: N/A Size: N/A
CRAWL SPACE-Ground Cover: N/A Vents: N/A
Access: N/A Drain: N/A
DRAIN TILE-Material/Size: N/A Material over Tile: N/A
FOUNDATION WATERPROOFING: NIA Vapor Barrier: N/A
Foundation Insulation: N/A R-Value: N/A
Found. Bolt/Size: N/A Spacing: 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. 2440 South Beach Parkway -Jacksonville Beach - FL - 32250 CRC-022365
904 246-3747 - Fax 904 246-7126 Page 1
OWNER:Spec Lot 3227 Atlantic Beach
2. FLAT CONCRETE:
BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A
Thickness: N/A Reinforcing: N/A TR711- /A
Vapor Barrier: N/A 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 Finish: Steel smooth (no curing compound)
STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3"
Reinforcing: Fibermesh Fill: Sand
Thickness:4" Size: Varies Finish: Broom finish
SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3
Reinforcing: None Fill: Sand
Thickness:4" Size: 3'wide Finish: Broom
PATIOS-Concrete Mix or PSI: 2500 Slump: 3"
Reinforcing: None Fill: Sand
Thickness: 4" 7size: 8' x 10' Finish: Broom
DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3"
Reinforcing: None Fill: Sand
Thickness: 4" Size: 16'wide Finish& Curing Compound/Sealer: Broom
IF REINFORCING REBAR-List Spacing: If foundation >24" 1-#5
FOUNDATION BOLTS-Spacing: Per req. Location: At perimeter
Engineering
EXPANSION JOINTS-Type: None Location: NIA
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 framing 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 corners; interior and exterior
decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials;
furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures;
kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck
stairjacks, treads and risers.
BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach - FL • 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 2
OWNER:Spec Lot 3227 Atlantic Beach
Framing Materials:
r
Insulation: Foam Termite Shield: N/A
ging Material: N/A Joist Hangers:N/A
bFloor Material: N/A Size: N/A Glue: N/A
Underlayment Material: N/A Size: N/A Glue: N/A
Wali Sheathing Material: 7/16"O.S.B Size:4'x8'
Corner Brace Material: N/A
Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies
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 2x4 N/A N/A
Box Sill/Rim Joist N/A N/A N/A N/A
1st Floor-Floor Joists N/A N/A N/A N/A
2nd Floor-Floor Joists N/A SVA 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 #2 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 2x10/12 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. 2440 South Beach Parkway •Jadcson%Alle Beach • FL • 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 3
OWNER:Spec Lot 3227 Atlantic Beach
Exterior Trim Material/Grade or Species Thickness Size
Fascia Board Vinyl
Soffit Vinyl
Siding Corners Vinyl standard corner 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: Certainteed Fiberglass Grade: 25 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. 2440 South Beach Parkway •Jacksonville Beach • FL - 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 4
OWNER:Spec Lot 3227 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
1 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
1st 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
Sliding/Patio KINCO M50 6'-0" 5/8"
insulated
Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid
America
Other:
BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 5
OWNER:Spec Lot 3227 Atlantic Beach
8. INSULATION:
Location Material Thickness R-Value Vapor Total Sq.
Barrier Footage
Walls Fiberglass 3-1'2" 11 Tyvek -1450
Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft -1500
Rim Joist N/A
Floor N/A
Other:
9. INTERIOR MILLWORK:
Item Manufacturer Wor Material Style Size
Doors Generic Hardboard 6-Panel Varies
Casing Generic Finger-jointed white pine WMP-256 2-1/4"
Base Generic Finger-jointed white pine 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. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 6
OWNER:Spec Lot 3227 Atlantic Beach
10. INTERIOR WALLS AND CEILINGS:
TABLE 1
DRYWALL/PLASTER
Room Material Thickness Method of No. of Coats
Installation Walls Ceilings
ALL WALLS Sheetrock ,/2„ Nailed, Screwed and 3
Glued
ALL CEILINGS Sheetrock w/Popcorn or +/2 °Ceiling Nailed 3
Knockdown Texture
Finish-Walls: Smooth
Finish-Ceilings: Popcorn or Knockdown Texture
Other: 1 /2"water resistant sheetrock as second layers in wet area.
TABLE 2
PANELING
Room Manufacturer Thickn s Direct to Stud Full Wall or
Material/Style or Over " High
N/A
TABLE 3
SPECIAL MOLDINGS
Room Type Material Size
Other:
BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 7
OWNER:Spec Lot 3227 Atlantic Beach
11. CABINETS,VANITIES, COUNTERTOPS, BOOKCASES:
LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE
WOR 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 or Estate Recessed panel WilsonArt 4"WilsonArt None
=Bath#2
Other:
12. MASONRY:
MORTAR MIX: N/A
FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A
Mortar Color: N/A Joint: N/A
Lintels: N/A Brick Tie Spacing: N/A
FIREPLACE BRICK/STONE, Style/Number: N/A Bond/Pattern: 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 Cleanout: 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
STUCCO MIX: Masonry
Finish: Textured Thickness: 5/8" No. of Coats: 3
Mortar Color/Painted: Per Color Sheet Metal Lath:w/felt
Other: Stucco at foundation only
BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 8
OWNER:Spec Lot 3227 Atlantic Beach
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
Heating Brand Name, Model, Size:
Heating Brand Name, Model, Size:
Heat Pump/Air Conditioner Brand Name, Model, Size: 3 ton JANITROL 10 SEER CPKE36-1 A36-10
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 11 1
Second Floor N/A RHA
Registers Brand Name, Style, & Number: CODY One-way throw-11
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: 3"diameter aluminum Flue Cap: N/A
Other: Bath vents in Hall Bath ONLY
BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 9
OWNER:Spec Lot 3227 Atlantic Beach
14. PLUMBING:
Waste Disposal-Public: City of Atlantic Beach Private: N/A
Disposal Field: N/A
Water Supply-Public: City of Atlantic Beach Private: N/A
Pressure Reducing Valve-Make& Model: N/A
Gas Supply-Public: N/A Private: N/A
Waste Disposal Material Joint Treatment Pipe Size
House to Main or Plant SDR 35 PVC 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 SDR 35 PVC 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 %"
House to Water Heater CPVC SCD40 Glue 3/"
House to Bathrooms CPVC SCD40 Glue 3/"TO 1/2"
House to Kitchen Sink CPVC SCD40 Glue 3/"TO 1/2"
House to Refrigerator CPVC SCD40 Glue 3/"TO 1/2"
House to Dishwasher CPVC SCD40 Glue 3/n TO 1/2"
House to Ice Maker N/A
Other:
BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365
904 246-3747 - Fax 904 246-7126 Page 10
OWNER:Spec Lot 3227 Atlantic Beach
Gas Supply Material Joint Treatment Size of Pipe _
Main to House N/A
House to Fixtures NIA
Bathroom-Fixtures Description-Brand Name, Model Number, etc.
Master Bath Guest Bath Bath#1 Bath#2
Water Closet STERLING STERLING
Elongated Round
Toilet Seat Church Church
Shower LASCO 3460
Tub STERLING
2660 Acrylic
Feature Tub Faucet&Control Lever DELTA D- DELTA D-
2710LHP/H62/A6 1448LHP/H71/
2WH A72WH
Shower Faucet&Control DELTA D-
1324LHP/H71/A7
2WH
Lavatory Faucet&Control DELTA D- DELTA D-
2521 LHP/H22/A2 2521 LHP/H22/
2WH A22WH
Lavatory BRIGGS China BRIGGS
China
Feature Tub OCOV-60
Location, Type&Number of Exterior Water Faucets: 1 @ front corner, 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. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 11
OWNER:Spec Lot 3227 Atlantic Beach
Fixture Description-Brand Name, Model Number, etc. Size/Other
Kitchen Sink Sterling 3322 33"x 22"
Kit. Sink Faucet/Control DELTA 172WF 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: 150 amp Square D
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. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 12
OWNER:Spec Lot 3227 Atlantic Beach
220 High Voltage Wiring Detail:
Item Wire Size Breaker Size Individual Circuit quantity
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 2 outlets
Telephone 22/4 twisted pair 2 outlets
Thermostat 22/8 thermostat
copper
BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 13
OWNER:Spec Lot 3227 Atlantic Beach
110 Voltage Wiring Detail:
Location Breaker Wire Number&Type Number of Receptacles
Size Size of Switches Lights
Kitchen/Nook 20 amp #12 CU 3 1 10
Dining/Family 15 amp #14 CU 5 2 6
Foyer 15 amp #14 CU 3 1 0
Hall 15 amp #14 CU 1 1 4
Master Bath 15 amp #14 CU 1 1 1
Guest Bath 15 amp #14 CU 0 0 0
Bath#1 15 amp #14 CU 1 1 1
Bath#2
Master Bedroom 15 amp #14 CU 2 1 6
Bedroom#1 15 amp #14 CU 1 1 3
Bedroom#2 15 amp #14 CU 1 1 5
Bedroom#3
Closet#1 15 amp #14 CU 1 1 0
Closet#2
Closet#3
Closet#4
Clothes Washer 20 amp #12 CU 3 1 3
Garage 15 amp #14 CU 1 2 3
BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 14
OWNER:Spec Lot 3227 Atlantic Beach
110 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 1
Garage 15 amp #14 CU 1 1 1
Storage Room
Unfinished Basement
Attic
Bath Fan/Lights 15 amp #14 CU 1
Garbage Disposal 20 amp #12/2 CU 1
Hood/Fan OR 15 amp #14/2 CU
Microwave 20 amp #12/2 CU 1
Dishwasher 20 amp #12/2 CU 1
Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2
Exterior Lighting 15 amp #14/2 CU 1 5
Weatherproof Recept.. 15 amp #14/2 CU 3
[!teEDeEtectors 15 amp #14/2 CU 4
Electrical Fixtures Supplied and not in Electrical Allowance:
Item Brand Name&Model Number Wire Size Quantity
Dining Room Progress 4032-30 1
Breakfast Nook None 1
Foyer Recess with open trim 1
Rear Wall Bracket Progress 5602-30 1
Master Bedroom Closet 4' 2 light wraparound 1
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 1
Garage(front wall bracket) Progress P5745-30 1
Front Porch (O/H) Progress Recessed 1
K tcheSink(O/H) Recess with open trim 2
BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 15
OWNER:Spec Lot 3227 Atlantic Beach
16. PAINTING:
PAINT, EXTERIOR: N/A 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: Ultra deluxe flaq
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. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 16
OWNER:Spec Lot 3227 Atlantic Beach
18. CERAMIC TILE:
LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER
COUNTERTOP
Kitchen/Nook VINYL
Master Bath VINYL Owner's Choice To T-0"AFF
Guest Bath
Bath#1 VINYL Owner's Choice To T-0"AFF
Bath#2
Foyer C/TILE
Laundry VINYL
Method of Installation: Floors: Thin set over 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 Suntech FGC 2549 Bronze 25"X 49"
Roof Ventilator Brand Name&Model: 6' Off Ridge Vent Galvanized Stampco
Smoke Detectors Brand Name&Model: Firex 4418 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: 2
Burglar Alarm Brand Name & Model: DSC PC1555
Other:
BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365
904 246-3747 • Fax 904 246-7126 Page 17
i
OWNER:Spec Lot 3227 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: Full Coverage of Floritam St. Augustine
Number and species of plants: 20- 3 gallon plants (species varies 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 Model/Style INSTALLATION
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 MER5530AAW N/A
Dishwasher MAYTAG MDB4100AWW N/A
Hood vent MAYTAG H 304RW 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 &Omni N/A
Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A
Fertilizing & Labor
N/A
N/A
N/A
23. PORCHES, DECKS, GREENHOUSE: N/A
24. MISCELLANEOUS: N/A
BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL• 32250 CRC-022365
904 246-3747 . Fax 904 246-7126 Page 18
LOUIS J. GABRIEL, P.E.
9610 BROKEN OAK BLVD.
JACKSONVILLE FLORIDA 32257
4 / 19 / 2002
Re: Wind Loading Requirements For Lot 3 Blk 227. Atlantic Beach, Fl.
Dear Building Inspector:-
The architectural plans of the subject structure have been reviewed by
myself for compliance with section 1606 of the 2001- FBC for three second
gust wind speeds of 120 mph and concluded that the building structure
will satisfy the wind loading requirements of section 1606 of the 2001- FBC
as long as sheets #8 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 ;thus, 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, f) that I have no knowledge of any subsurface soil
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.
Sinc I
Louis J. Gabriel, P.E. \
WIND FORCES STRUCTURAL ANALYSIS FOR Lot 3 Blk 227.
Atlantic Beach, FL.
THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH
THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND
GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF
THE 2001- FLORIDA BUILDING CODE"
PREPARED BY: LOUIS J. GABRIEL
DATE: APRIL, 2002
N
Date Sheet
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1 TABLE 16t36.1A
1 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
FOR WOOD STRUCTURAL PANELS
FASTENER FASTENER SPACING(in.)1-
TYPE
Panel Span S 2 ft 2 It<Panel Span 4 It<Panel Span 6 K<Panel Span
<4ft <6It <aft
2 1/2#6 Wood Screw3 16 16 12 9
2 1/2#8 Wood Scmws3 16 16 16 12
Double-Headed Nai1012 6 4 3
SI:I inch--25.4 mm 1 foot--305 mm
Notes:
'. This table is based on a maximum wind speed of 130 mph(58 n9s)and mean roof height of 33 feet(10 m)or less.
2. Fasteners shall be installed at opposing ends of the wood structural panel.
3. Where screws are attached to masonry or masonry/stucco.they shall be attached using vibration-resistant anchors having a minimum withdrawal capac-
ity of 490 Ib(2180 kN). ✓ j�
4. Nails shall be IOd common or 12d box double-headed nails. Ca V
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MvvA6,*_ (o-an) VIVA) Ad 16-11 , Fb =mis =`10 ;'o.00U
5 2994Z7coo)(l33)
5 a r il>1oQ I "S iv►i OA A t,�o r to lts :- 35UP
3.�-- -1-�-{ ,
d-
A-i,lcfw ca ►ole 7t-,w6 v,,► ,s,•, '/Z�� A 3G , eAb�J&J G t;,4 tint c✓tet
Ft = 1440 Ibs (Ste abovc�
A lluu r o l e S'Ae.,,- Q,,, /L,. + H 16 6 3 5 0 `I F>'-t Ab
or o•It 86 F�
/=+ 6VIJ4Jie- S66,:,r 350` 1957 lbs
0 r (o-IL)fo-Z)( 361000) = 169 Ib s
DATE: Sheet 11 of
LtL- Goa lift _
3
Building,simple diaphragm:A building which complies 4
1 LONGITUDINAL
with all of the following conditions: i
1. enclosed building, 4E 9
2. mean roof height,h,less than or equal to 60 ft(18 m), 4E LONGITUDINAL
3. mean roof height,h,does not exceed least horizon- ROOF 2 -zC; OR
tal dimension, ANGLE
4. building has an approximately symmetrical cross
END
section, ZOITE
5. building has no expansion joints or structural sepa- 'LONGITUDINAL '
rations within the building, 1E LONGITUDINAL e
6. wind loads are transmitted through floor and roof 'E
diaphragms to the vertical lateral-force-resisting
systems, and WIND DIRECTION
7. if the building has moment-resisting frames, roof RANGE
slopes do not exceed 30%.
FIGURE 1606.21)
MAIN WIND FORCE LOADING DIAGRAM
wwouvARD ROOF WINDWARD ROOF
LEEWARD ROOF if LEEWARD
Lu
21 fl� 1 L II�7
a s _
i r;
0
= a s M
1.12
TRANSVERSE ELEVATION LONGrTUDINALL.ELEVATION
FIGURE 1606.20
APPLICATION OF MAIN WIND FORCE RESISTING SYSTEM
LOADS FOR SIMPLE DIAPHRAGM BUILDINGS
TABLE 1606.2D
HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENTS
Mean Exposure
Roof
Height B C D
15 1.00 1.21 1.47
20 1.00 1.29 1.55
25 1.00 1.35 1.61
30 1.00 1.40 1.66
35 1.05 1.45 1.70
40 1.09 1.49 1.74
45 1.12 1-53 1.78
50 1.16 1.56 1.81
55 1.19 1.59 1.84
60 1.22 1.62 1.87
Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients.
/� 1 IN
,! ►t��� j vl te.,! i V Y
nnlufill lttuIII III iting1IIII 1till III IIIIt111111111111tttIN111111101iIIIIIIUIIIIIIItlllllllllliillllllllltlllllllllllt111Rllllilltlf111111111t111ItI11111111I111111111111111/11111111111tItIt111ttflitttltttitltUtitllQtlOtttllllilliltltlllllll/litllllliltll
TABLE 1606.2A
o MAIN WIND FORCE RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN m
Exposure B m
i
Horizontal ioads2 Vertical Loads(psf) Max,Horizontal Walt Loads4(psf)
io
Windward D
End Zone Interior Zone End Zone Interior Zone Overhang Zone
Wind Roof
Velocity Load angleWindward Leeward Windward Leeward End Interior
(mph) Direction (degrees) Wall Roofs Wall Roof Roof Roof Roof Roof Zone Zone 1E 4E 1 4
90 Transverse 1 0-5 2.8 -6.7 8.5 1 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.5 7.2 -5.8
20 17, -4.7 11.9 1 -2.6 1 -15.4 1 -10.7 -10.7 -8.1 1 -21.6 -16.9 12.0 -10.1 8.8 -7.5
30< an le 5 45 14.4 1 9,9 11.5 1 7.9 1 5.6 -8.8 4. -7.5 -5.1 -5.8 11.0 -8.1 9.1 -6.8
Longitudinal A0 angles
100 Transverse 0-5 15.9 -8.2 10.5 - .9 1 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2
20 22.0. -5.8 14.6 -32 -19.1 -13.3 -13.3 -10.1 -26.7 -20.9 15.0 -12.5 10.8 -9.3
30 < an le<_ 45 17.8 12.2 14.2 9.8 6.9 -10.8 5.9 -9.3 -6.3 -7.2 13.0 -10.1 11.3 -8.4
Longitudinal All Angles 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 12.0 -9.3 8.8 -7.2
110 Transverse 0-5 19. -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 15.0 -11.3 10.7 -8.7
20 6.6 -7.0 17.7 -4.9 -23.1 -16.0 -16.0 -12.2 -32.3 -25.3 18.0 -15.1 13.1 -11.3
30 < an le<_ 45 21.6 14.8 17.2 11.8 8. -13.1 7. -11.3 -7.6 -8.7 16.0 -1 13.7 -10.1
Longitudinal All Angles 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 15.0 -11.3 10.7 -8.7
120 Transverse 0-5 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3
20 31.6 -8.3 21.1 .6 -27.4 -19.1 -19.1 -14.5 -38.4 -30.1 22.0 -18.0 15.6 -13.4
30 < angle<_ 45 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -12.4 -9.0 -10.3 19.0 -14.5 16.2 -12.1
Longitudinal All Angles 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 12.7 -10.3
130 Transverse 0-5 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12,1
20 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 25.0 -21.1 18.3 -15.7
30 < an le<_ 45 30.1 20.6 24.0 16.5 11.6 -18.3 10.0 -15.7 1 -10.6 -12.1 22.0 -17.0 19.1 -14.2
Longitudinal All Angles 26,8 -13.9 17.8 -82 -32.2 -18.3 -22.4 -14.2 -45.1 -35.3 20.0 -15.7 14.9 -12.1
140 Transverse 0-5 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16,4 -§2.3 -40.9 24.0 -18.2 1 17.3 -14.0
-n 20 43.0 -11.4 28.7 -6.3 -37.3 -26.0 -26.0 -19.7 -52.3 -40.9 29.0 -24.5 1 21.2 -18.2
r 30 < an le<_ 45 35.0 23.9 27.8 19.1 13.4 -21.2 11.7 -18.2 -12.3 -14.0 26.0 -19.7 22.1 -16.4
Longitudinal All Angles 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16.4 -52.3 -40.9 24.0 -182 17.3 -14.0
v
> 150 Transverse 0=5 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.8 -18.9 -60.0 1 -47.0 7.0 -20.9 19.9 16.1
c 20 49.4 -13.0 32.9 -7.2 -42.9 -29.8 -29.8 -22.6 -60.0 -47.0 34.0 -28.1 24.4 -20.9
r 30 < an le<_ 45 40.1 27.4 1 31.9 22.0 15.4 -24.4 13.4 -20.9 -14.1 -16.1 30.0 -22.6 1 25.4 -18.9
o Longitudinal All Angles 35.7 -18.5 1 23.7 -11.0 -42.9 -24,4 -29,8 -18.9 -60.0 •47.0 27.0 -20.9 1 19.9 -16.1
Z
17
o For SI: 1 ft2=0.0929 m2, I mph=0.447 m/s, I degree of angle=0.01745 rad, 1 psf=47.88 N/m2,
m Notes: 1 Pressures for roof angles from 5 to 20 degrees shall be interpolated from the table.
2 Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building In accordance with Figure 1606.2(c).
M 3 If pressure is less than 0,use 0.
S 4 Pressures shall be applied in accordance with Figure 1606.2(b).
r
v
Z
0
.+u�a
jaw 5
j o Zr Lof
5kewr W&-Us AYna-Om=�t fbr Rr-st AvA/or 5e rJ Floors ;
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WaLLL ad, .; - 5 ee: a�.%Q Raor k~ P+"` w au. Lo cpkle-tn� `*E
d.esi�ratLs "tixter�o,�'" W4lts 1.�1�' le �I� a(eti „at[S " Im to0r" w�tlj
=ri 6v►t W i a y, C 1- E S et Q�toLcL loo Y f Lc
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-- 5%V*irA4t►0 » . 0f WALL p(Ak OF bow _Ptoor: _ For two S tol
,. ., te1A0t%-A...0r' WALL PL-,,to. VAtir-tit F.or mAe Stork. wa ItS
- XY- :- E 4er.44,t Yoo p 1%eittNt e%po-S4 td p%eume = C"MH R "�n �, �p<«�al,
MiL-4 �l,J4�t r. �(UJ F P i�.(,, 1 I Yh d Yt , 7 to 12.
uOr• : - la P e SSu,r a p-A fit)0 N�-Of Plice 6Le W'neM Y'64- pi tJ, s v+n of e-
,ci►
`% v" ACE"Alp S k PeIr F = ( F ) ( t / q ) 7/12
Tot Ski.^,r Fvrce _ �)�1�.�(- It) .� '(,Qr) C4ve tom ) ba e. Stom...
or (ur) + tlSlr) r) two StoY-g
. _ tt t.�t
0Y C ;- tCAASIU-q 0Y C(J'-Vt Ye5iiV, l0) ln1 �'�AS = C�•T I"`�� Cb)
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01ne ,or tw o Stu r W6o It
i
S PGtGvxQ1�. T� rK rAi -,t Co ,vstru�i«-
For SA teticy
r
k0W. 6o Lt .s hea v z g Go Ibi C,r/Z�X$ Lo� tau, 4"CLOY soh
�► �� Ts�cr+� = 1q,g0 tbs C ►r n t� 11�
7/10 0 s e •Shea-6�ij% ,, na'j to u)i g•
Vr Le SS �mo teJ 0 &�erwSe-
Forte�►'Or tjJo�Q,s ;
f tow , 116 s (I rl� C 4'g;3 6 Lt-t6 1;
1�2 9•Sl,e� �4 , 'neii ' w I &j; rmleY Mai Lc , i wLelf Mtct
Sheet
Date G
Gab r,e L, P• E of
L) ro FvJ
c
►• 33
W'netE v- = act' S1n�a,�• 5 � bolt s �a��
Fv = ajUocaAUL Smear Per bO (r
� 1.33) ( 860V Y�
�v r (1 .33) (13 5 0M �r)
Z) 7-0 Choose- �W_duw--ki
ALLOW, 110M 'A� t ms*v� �C T o r �c _ 2�/ �
1n utJ ,1v\-j�t wl ll, be C 4!as&,-\ FYvvv%
OLS H95 A, HTT2z , .atL C hWcb ,n l to LSTA U., c
• P,&
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SJR-
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to skeay o FF Fvr A CvYwpL--fe fa.h c;
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C
2V - 1900 Ih, C zxq PIAL / :�Pz SYPH
Z\/ = Zzoo lbs 2 x G P('tL'
2Y = 2 -3oa 16, (2-XT P�c.1, 1-2. SYP �
DATE:
0 ,02
N
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s
I
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Mc
KWOEM (cr*45npeafrom8w
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I II I I (8'fwce4 I 1 s LIVING J , ,
l I i I I PUM SHE F-TOP OF (OeiliN goer,for 8'-10') L1
_—
CLD,%l 0 BW AFF
PLAM SW-LF-TOP OF
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I I I I f I 1 W
II L-i._------------------------J
1 I I a
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CU4y
----------- BAMS J./ I C8'cul'91 �' I
OEPROOht �
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`� -------"-'--------- ....I
I
I c� I N
(CARCOM `` M.ATHEDBORM C l
j (CATFEDRAL (CATIkTfRAi. I �..V
/J CFRRXi) 4A ER OATH LEYAG) 1
i— (a�wq, I I O
°------------------fi— — i 1-'----------------- C�
I i �
LIVING AREA O
ROOF PITCH f5 7:12
ALL INTERIOR PITg1E5 TO
DE MAXIMIZED
ROOF PLAN PAGE
BUILD SET SCALE: 1/4"= 1 FOOT 4
Er �r�c "ZID 'F-Lr" "s" O
+ (ft) (ft) (ft) (►b) � 00 (►b) (unitlese) (lb) (ft) ""P"
Z
x
-(D= Z" tS ALWAYS EQ! -0 1.A MM 16 WM -4ft f Rte. CALCUL
�1 O
�1►
�W� � AT Plh6VEL E1�6ES ANDNS
ALL
IS IOAT 71W FOR FIRST STORY WALLS
P ESS AM A t ''
PAGE 1
ate: 04/05/2002 MANNING BUILDING SUPPLY LOG #: B0287
TRUSS DIVISION JOB #:
JACKSONVILLE
'alesman: JOHN FERGUSON Pitch: 7/12
Customer: BESTCON HOMES Job Name: PLAN 1190
"Address : 2440 South Beach Parkway Address : LOT 3/277 ATLANTIC BEACH
Jacksonville Bch, FL. 32250
Designer: KEN
-------------------------------------------------------------------------------
Left I Right
Qtyl Span I O.H. O.H. i Description
--------------------------------------------------------------------------------
1 518" 116" 116" Al
1 518" 116" 116" A2
1 22 ' 4" 0 ' 0 ' B1
2 22 ' 4" 0 ' 0 ' B2
3 17 ' 11"8 0 ' 0 ' B3
1 16' 6" 1' 6" 1 ' 6" C1
3 28' 6" 116" 116" D1
1 28 ' 6" 1 ' 6" 1 ' 6" D3
5 28 ' 6" 11611 9 , 6„ D2 RAISED
0 20 ' 2" 1 ' 6" 0 ' E1 ,��
2 31 ' 6" 116" 1 ' 6" SFA
E2 LS
1 31 ' 6" 116" 1 ' 6" E3
1 26' 6" 1 ' 6" 116" F1
1 26' 6" 1' 6" 1 ' 6" F2
1 26' 6" 116" 116" F3
1 26 ' 6" 116" 116" F4
mp 1 26 ' 6" 1 ' 6" 1 ' 6" F5
2 14' 116" 0 ' F6
1 14 ' 6" 15 1 ' 6" 0 ' F7
6 15 ' 2" 116" 0 ' F8
1 12' 9" 8 116" 0 ' G1
3 12' 9"8 116" 0 ' G2
1 9110" 1 2 ' 1117 0 ' 9 ' 10 H/J
ap 4 7 ' 116" 0 ' 7 ' E/J
2 5 ' 1 ' 6" 0 ' 5 ' C/J
2 3 ' 116" 0 ' 3 ' C/J
2 1 ' 1 ' 6" 0 ' 1 ' C/J
-------------------------------------------------------------------------------
39 - Trusses 0 - # of Hardware 0 - # of I-Joist
0 - Piggy' s
11 - Jacks 0 - # of Beams 0 - # of Rim Board
---------------------
50 - Total Trusses
23'3"8 --33'9"8
—F — T I
Cu
W Lu I in
cn
IU 0 0 ED
cio
co u
CD -
L.L LL b-
L
c\j
c\j
F13 3
co co
B2
LLIJ—LIJ —L
Bi L J
I A2
cu —12'3**B 5'8**
zj-
1 . 00 NOT CUT OR ALTER TRUSSES, UNLESS MANNING BLDG . SUPPLIES
APPROVED BY TRUSS OFFICE
2. VERIFY ALL SPANS AND AMOUNTS, AS PLAN 1190
TRUSSES WILL BE BUILT IN STRICT
RCCORDRNCE WITTHIS LAYOUT
3. NO BACKCHARGESH ALLOWED, UNLESS APPROVED
IN WRITING BY TRUSS PLANT MANAGER 711- 2 PITCH IWO OH SO / CUT
4. APPROVED BY :
APPROVAL DATE: JOB : BO287
EL. DATE cus -rOMER : BESTCON INC .
PLOC : LDT 31227 ATLANTIC BCH .
HCC T r' KIED - VEN1 DODVE- 0
� � . . .
��
� � .
� � .
��
,��
��
. � y� :
(B0287- - Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
SPECIAL LOADS SEE DWGS A1201SECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS.
------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at -1.65 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
TC From 114 PLF at 0.00 to 114 PLF at 5.67
TC From 54 PLF at 5.67 to 54 PLF at 7.31
BC From 4 PLF at -1.65 to 4 PLF at 0.00
BC From 30 PLF at 0.00 to 30 PLF at 5.67
BC From 4 PLF at 5.67 to 4 PLF at 7.31
W4X4=
7TW3X3/ W3X3 0�
7 1-8-1
8-1-2
W1.5X4 III W4X6
W4X6
-1-6-0--;;-J 1-6-0�
1_ 2-10-0 _I_ 2-10-0 _I
�-5-8-0 Over Continuous Support —�
R=176 PLF U=93 PLF W=5-8-0
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) _ 19,54 FL 3 R - Scale =.5" Ft.
—WARNING*" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAI,ING nNr, T C L L 20.0 P S F R E F R 1 5 1--342
BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRESS PLAIL
INSTITUTE, 583 D'ONCENTS DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PH OR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PRCPERLY ATTACHED �1r T C DL 7 .0 P S F DATE 04/08/02
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. MVV. •••.•, /�
_IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE EF;GINEERtD t9Ff� '•., BC DL 5.0 PSF DRW HCUSR151 02098011
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO � );�
ALPINE BUILD THE TRUSSES IN CONFORMANCE NIIH IPI; OR FABRICATING, HANDLING. SHIPPING, INSTAILING ANF! t ?^ t ��
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLIf.ABLE PROVISIONS OF NDS (N;TIONA.L ��ES[GN S t t Z t BC LL 10.0 P S F HC-ENG M N M/MMA
SPECIFICATION PUBLISHED BY THF AMERICAN FOREST HAND PAPER ASSOCI0.Ti0N) AND TPI. AL PINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CJNNL'�:TPRS TO F •. �Q T 0 T.L D. 42.0 P S F S E Q N - 10159
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORSPE`
��y
DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENF,INE'R'NG I ��itr:;°[Oftl�P•�k. D U R.FAC. 1.25 FROM K E N
Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE DF Ini,
Plaines CIty,FE. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PEP Fir E�
Fl,Ceni6cateofAuthorizationk567 ANSI/TPI 1 1995 SECTION 2. -Apr ► SPACING SEE ABOVE
I
(80287- - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.80 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND
WEBS 2x4 SP #3 BCDL=2.5 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
W4X4=
4r-
7
T
2 0-2
u AN 8-1-2
III
W2X4(Al) W2X4(A1)
LiE 1-6-0 3;,.J L, 1-6-0
L. 2-10-0 _�, 2-10-0
--5-8-0 Over 2 Supports
R=329 U=180 W=3.5" R=329 U=180 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.375" Ft.
-WAB RACING.E.REFERNING- R TOSES HIBREQUIRE91 (HANDLINGE CARE INSTALLIINGAAND BRACING)HAN DUBILISHEDHBY 1'PI INSTALLING
PLATED TC LL 20.0 PSF REF 8151--343
INSTITUTE, 563 D'ON DFRIII DR., SUITE 200, MADISON, WI 5"7 ), FOR SAFETY PRACT?f,ES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED F`t` f. TC DL 7.0 P S F DATE 04/08/02
STRUCTURAL PANELS, BDT T GM CHORD SHALL HAVE A PROPERLY ATTACHED RIG10 CELLI NG. aV`•*.•
"IMFORTAN T" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AL PIAT FNGINi ENCU �*,:• \�FI �F• BC DL 5.0 PSF DRW HCUSR151 02098012
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPP LNC, IN_
N SIF FLING ANP l
7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF N^S (NATIONAL DE$1GN £ _ B C L L 1 0.0 PSF H C-ENG M N M/MM A
SPECIFICATION PUBLISHED By
THE AMEft ICAN FOREST ANO PAPER ASSOCIATIUN) AND ?PI. ALPINE I E
CO NNECT ORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNf,'TORS TO x:P •Q T 0 T.L D. 42.0 P S F S E Q N - 10162
EACH FAf.E OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTD'5 PPR 7i�: f
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL LNGINEERfNG ��/S:F� p10Q ,yf D U R.FAC. 1.25 F R 0 M K E N
Alpine Engineered Products,Inc. RESPONS IB IL[TY SOLELY FOR THE TRUSS CO MP OR NT DES LGN SHOWN. THE SUITABIL:T'Y AKO USf OF ;HIS }x RF(] G�
IlallleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DEJI6NER.`P'_R Apr U�"T1 L�
FL Certificate of Authorization 71567 ANSIETPI 11995 SECTION 2. p SPACING 24.0"
(80287- - B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS.
------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 114 PLF at 0.00 to 114 PLF at 21.99 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
TC From 54 PLF at 21.99 to 54 PLF at 22.33
BC From 30 PLF at 0.00 to 30 PLF at 22.33 SHIM ALL SUPPORTS TO SOLID BEARING.
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS.
ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS.
SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS
LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE
DESIGNED BY THE BUILDING DESIGNER.
W04
7 F—
—I 7
6-6-10 W3X3 11-5-13
+ 10-11-15
W5X5= + 10-5-13
W2X4(Dl) + 4 + 9 11 15
—I
T + W2X4(Dl)
+ 1-5-13 0-1-2
+ —L 8-1-2
+ +
W2X4
LE 6-1-12 _�E 3-0-0 - 2-8-8— —3-0-0-1,2-11-8—;-J
11-2-12 �E 11-1-4
I 11-2-12 7 6-5-12 1 – 4-7-8
FE 22-4-0 Over 7 Supports
IR=383 U=180 W=3.5" R=292 U=180 W=3.5" R=408 U=180 W=3.5" R=281 U=180 W=3.5"
R=802 U=326 W=3.5"
Note: All Plates Are W1.5X4 Except As Shown. R=502 U=210 W=3,5" R=527 U=215 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) , FL BLCG CODE 19.54 FL 3 R - Scale =.3125" Ft.
—WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAII ING AND
BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU'a PLATE TC LL 20.0 P S F R E F R151--344
INSTITUTE, 583 D-ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTfCEs PRIOR TO TC DL 7.0 P S F DATE 04/08/02
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ua A
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID OFILIN G. 'l ^' �•
..IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED F�C BC DL 5.0 PSF DRW HCUSR151 02098013
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO t ,,•••••• •:�j
ALPINE BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPIN,, INSTAL:INi AJD
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATiONAT DESIGN = • B C L L 1 0.0 P S F H C-ENG
M N M/MMA
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND IPI. ALP'NE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNfCTJW.; TJ X OF lQ T 0 T.L D. 42.0 P S F S E Q N - 10 16 5
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEC,)R PER (�/`�:
P. g DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL t{,- NEERING I -Ci�1•'�C RI�P' 't D U R.F A C 1 2 5 FROM K E N
Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND U,'c 01 ';HIS
Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr q E� SPACING S E E ABOVE
FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2.
(80287- B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG,
BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF,
WEBS 2x4 SP #3 WIND BCDL=2.5 PSF.
DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING.
W4X4
W3X5
7 I— 7
W3X5��
6-10-15
W5X7
4
4 W3X3
W1.5X4 111 0-5-3
1-5-13
A 8-1-2
W2X5(Al) W1.5X4 III W2X4(A1)
I' 17-9-12 _I
I. 11-2-12 1� 11-1-4 _I
1 11-2-12 l 6-5-12 T 4-7-8
�E 22-4-0 Over 3 Supports
R=741 U=253 W=3.5" R=1022 U=342 W=3.5" R=112 U=180 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.3125" Ft.
**WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL!ING AND
BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P1 ATE TC LL 20.0 P S F R E F R 151--345
INSTITUTE, 563 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR To »4p
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. THP CHORD SHALL HAVE PROPERLY ATTACH'D
I ,` TC DL 7.0 P S F DATE 04/08/02
SIR UCTURAL PANELS. 6OTTOh1 CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING.
**IMPORTANT`* FURNISH I COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 �SF�C�'.! BC D L 5.0 P S F D R W HCUSR151 02098014
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
� ��
BUILD THE TRUSSES IN CONFORMANCE WITH IPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING A';D t B C L L 10.0 P S F HC-ENG M N M/MMA
ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN M'�
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PIN
s F¢ TOT.L D. 42.0 P S F S E A N - 1 0 1 6 8
CONNEC1 ORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEE I., E%CEP
T AS NOTED. APPLY CONNEC=TORS '�O a'�� � t
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � � /C/
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •�.�V�1'+.` Ri�Q'•�4. D U R.FAC. 1 2 5 FROM K E N
.41IP111C]r'I1g1IlECCP.d PrOdUClS,IRC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1� G`
Hailes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A D r /T••'• SPACING 2 4.0"
FLCertiGcatcofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. ��T ,,,..
(B0287- - B3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #k2 N 120 MPH WIND, 11.73 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP ##2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #k3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, SHIM ALL SUPPORTS TO SOLID BEARING.
W04=
W3X5 0 7
7 (—
W4X4 0�
6-10-15
W5X7
W1.5X4 NI 4 L-
1 4 T W3X3 2-11-13
1-6-0
8-1-2
W5X8 \\ W1.5X4 III
W1.5X4 III
11-2-12 31E _ 6-8-12
0�318 10-11-4 j 6-8-12
fE 17-11-8 Over 2 Supports
R=735 U=280 W=3.5" R=735 U=290 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG .CODE 19.54 FL/-/31-/-/R/- Scale =.375" Ft.
—WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL''-ING AND T C L L 2 0.0 P S F R E F R151--346
BRACING. REFER TO BID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY 1P1 (TRUSS PLATT
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR i0 -"*-
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED —cam T C D L 7.0 P S F DATE 04/08/02
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y``:....,�;•�/�_
IMPORTANT-°" FURNISH A COPY OF THIS DESIGN TD THE 3NSTALLATIDN CONTRACTOR. A'�PINF ENGINEEKtO f S{FIS'••. BC DL 5.0 PSF DRW HCUSR151 02098015
3UIPROIDLTNf TRUSSESAIN CON F BRM ANCE RESPONSIBLE
T PI OR OR ANFABRICATINIATIGN HANDLINGFROM , SOL P P I N G,A 4 NST A AL ING ILOR E AOu t ?J�� rF
ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS IW'
APPLICABLE PROVISIONS OF NOS (NATION,I DESIGN = • •+ B C L L 10.0 P S F HC-ENG M N M/M M A
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS SOCIATIONJ AND TPI. A'._P I."'.E t
CONNECTORS ARE MADE OF 20GA ASTM AF 53 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNE�:TDRS TO 3 jam`; ST
TOT.L D 42.0 P S F S E 0 N - 10171
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SI GN, POSITION CONNECTORS PIKS
DRAWL NGS lb0 A-Z. THE -EAL ON THIS DRAWING INDICATES ACCP PT ANCE OF PROFESSIONAL ESC I" Ey ING r %�•�1 RtOP'� DUR.FAC. 1.25 FROM KEN
Alpine Engineered Products,Inc. RESPONSIBILITY SOLELv FDR THE TRUSS COMPONENT DESIGN SH WN. THE SUITABILITY AND Use DF T,is A
tIH1riCS Clt}',FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, Ptl, p p r'igEj� SPACING 24.0"
FLCertificateo Authorization#567 ANSI/TF'I 1-1995 SECTION 2.
(B0287- - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS.
------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at -1.65 to 54 PLF at 0.00 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
TC From 114 PLF at 0.00 to 114 PLF at 16.50
TC From 54 PLF at 16.50 to 54 PLF at 18.15
BC From 4 PLF at -1.65 to 4 PLF at 0.00
BC From 30 PLF at 0.00 to 30 PLF at 16.50
BC From 4 PLF at 16.50 to 4 PLF at 18.15
W4X4
7 F--
7 4-10-0
W3X3 W3X3
8-1-2
W4X6= W4X6
L<1-6-0 J 1-6-0 3J
L 8-3-0 8-3-0 I
fF 16-6-0 Over Continuous Support J
R=155 PLF U=77 PLF W=16-6-0
Note: All Plates Are W1.5X4 Except As Shown.
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.375" Ft.
—WARNING"
TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLA?t TC LL 20.0 P S F R E F R151--347
INSTITUTE, 583 D'UNOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ,`4 �, TC DL 7.0 P S F DATE 04/08/
0 2
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. VG �7�j
**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINFIRED n'`(�'C .I BC DL 5.0 PSF DRW HCUSR151 02098016
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE fOR ANY DEVIATION FROM THIS DESIGN; APiY FAILURE TO . •{•• •• '�.►
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATINfi, HANDLING, SNIPPING. INSTALLING AND j 2• �:
ALPINE BRACING OF TRUSSES. THIS DESIGN C' FORM
WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DEsTGO = Wr i =* BC ILL 10.0 P S F HC-ENG M N M/M M A
SPECIFICATION PUBLISHED BY THE AMERICAN FIRE ST AND PAPER ASSOCIATION) AND TPI. At INE i
CONNECTORS ARE MADE OF 106A ASTM A653 Gft40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 10 L Pte•: OF •Q TOT.L D. 42.0 P S F S E O N - 10156
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DEST GN, POSITION CONNECTORS PER ;i
DRAWINGS 1E,0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIUNAI ENGINFERI�4G �i`S1'•C( R1 •�v D U R.FAC. 1.2 5 FROM K E N
Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR 1'HE TRUSS COMPONENT DESIGN SHOWN. THE SUIT ANILITY AND USE OF THIS �, a
Maines City,FL 3384¢ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A ; •7 E" SPACING S E E ABOVE
FL CertificateofAutLorization#567 ANSI/TPI 1-1995 SECTION 2. - P .,......0
I l -# ,r 1 111
(B0287- - D1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N :B1 2x6 SP #2 N: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 :W2, W3 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
SPECIAL LOADS (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER.
------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at -1.65 to 54 PLF at 30.15 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
BC From 4 PLF at -1.65 to 4 PLF at 0.00
BC From 30 PLF at 0.00 to 30 PLF at 0.75 SHIM ALL SUPPORTS TO SOLID BEARING.
BC From 90 PLF at 0.75 to 90 PLF at 15.91
BC From 30 PLF at 15.91 to 30 PLF at 28.50
BC From 4 PLF at 28.50 to 4 PLF at 30.15
W5X5
W1.5X4 III
Wl.5X4 III W3X5
7 r (A) W3
� 7
(A) 8-8-1
W2
4 W5X5 = 4 8-1-2
B1
W3X8= 30 PSF MAX STORAGE ONLY
W3X5(Al) W3X5(Al)
W8X8
�E6 16-4-4 —I 1 �
14-3-0 I 14-3-0 �I
16-6-0 T 5-10-4 --T-6-1-12
LiE 1
28-6-0 Over 3 Supports
R=1060 U=382 W=3.5" R=2089 U=754 W=3.5" R=337 U=224 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.1875"/Ft.-
-WARNING
.1875" Ft.
*WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALI[NG AND
*BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R151-348
INSTITUTE, SB3 D'DN0 FRIG DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTI i.ES PRIOR TO S
PE RFIRM[NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HALE PROPERLY ATI ACHED ^" ` f. TC DL 7.0 P S F DATE 04/08/02
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CELL IMG. a��,. /�
"I
IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '.• �r,Fic �j(�_ BC D L 5.0 P S F D R W HCUSR151 D209BD17
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANI FAILURE TO
GUILD TIIC TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING IN$TALLINy ARE Z
ALPINE BRACING OF,TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NAT DESIGN j • s Na i B C L L 1 0.0 P S F H C-ENG M N M/M M A
SPECIFICATON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. nIP1NE j
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY �ONNECTO&, TO =�'. OF Q TOT.L D. 42.0 P S F S E Q N - 10143
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONWECT3R: PER i
DRAWINGS 16G A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FNGJNEERIAC `JLC/sf�: � RlQ\��v D U R.FAC. 1.25 FR0M K E N
AlRESPONSIBIE TRUSS COMPONENT DE
pine Engineered Products,Inc. LITY SOLELY FOR TH
SGN SHOWN. THE SUITABILITY AND USF 11 THIS ,.
p
Haines City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BOILDING DESIGNER, PLR '• 2 S PAC I N G S E E ABOVE
FLCerti6cateofAuthorization#567 ANv7TPI I-I9os sECTIQN z. Apr ,.
(B0287- - D3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 :W2 2x6 SP #1 Dense: TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS.
------(LUMBER DUR.FAC.=1,25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at -1.65 to 54 PLF at 0.15 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
TC From 71 PLF at 0.15 to 71 PLF at 6.99
TC From 131 PLF at 6.99 to 131 PLF at 28.50 SHIM ALL SUPPORTS TO SOLID BEARING.
TC From 54 PLF at 28.50 to 54 PLF at 30.15
BC From 4 PLF at -1.65 to 4 PLF at 0.00 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS.
BC From 30 PLF at 0.00 to 30 PLF at 28.50 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS.
BC From 4 PLF at 28.50 to 4 PLF at 30.15
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE
ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND
SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS
LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE W4X4
DESIGNED BY THE BUILDING DESIGNER.
W4X4
W3X3
W5X9(R) nor 3X6
7 8-4-0
W3X5 III
W3X3
W W3X8 9-11-15
+ + 8-11-15 9-1-2
+ 4 W5X5 = 4 + 8-1-2
+ + + +
W5X9
W3X5(Al)
W5X5= W3X8
11 6-0,1� 16-4-4 I_3-3-8---.Lc2-8-8 3-0-01�1
14-3-0 _I_ 14-3-0 �{
16-6-0 T 5-10-4 T 6-1-12 1
28-6-0 Over 6 Supports J
R=1042 U=376 W=3.5"
R=1665 U=601 W=3.5" R=370 U=180 W=3.5" R=436 U=214 W=3.5"
Note: All Plates Are W1.5X4 Except As Shown. R=506 U=183 W=3.5" R=333 U=180 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) , FL BLDG G0DE 19.5d FL 3 R - Scale =.1875" Ft.
""WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, !NSTAL_INS ANO T C L L 20.0 P S F R E F R 1 5 1--349
BRACING. REFER TO BID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 553 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIDE, TO ,y.� M
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY 1,TTACHED '-,`�1 �Q TC DL 7.() P S F DATE 0408-02
STRUCTURAL PANELS, 8OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �VF•.`•�••••_•❖•,��/•
"*IMPORTANT*' FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AI.PINE ENGINE[REL tIFI(,� •1 BG DL 5.0 PSF DRW HCUSR151 02098033
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO ��� q)��
ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TP[; OR FABRICATING, HANDLING, SHIPPING, INSTALLING A"
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESI"N S • i B C L L 1 O O P S F H C-E N G M N M/MMA
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPVNE _�
CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT .AS NOTED. APPLY CONNE:TOR`; TO >t T• OF ?Q T 0 T.L D. 42.0 P S FEACH S E Q N - 10153
DRAWINGSEOF 16O ARUSS, ATHEUNLESS
ONTTHIS DRAWIINGWISE LOCATED
INDICATESTHIS
A(DESIGN,
CEPTANCEPOSITION
PROFESSIONALRS PFk
ENGINF'-RING '��s •.........
`•R,OP•���♦l D U R.FAC. 1.2 5 FROM K E N
Alpine Engineered Prodnets,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF T14 S p '
Haines City,FL 33844 COMPONENT FOR ANY PART ICUL Aft BDII DING IS THE RE SPON SID 1LI TY OF THE BUILDING DESIGNER, PER �r�,,��T SPACING SEE ABOVE
FL Certificate ofAuthoiization#567 ANSI/TPI I-1995 secTIDN 2. tier "'=w%...•� U
(B0287- D2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N :131 2x6 SP #2 N: LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 :W2, W3 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
SPECIAL LOADS (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER.
------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at -1.65 to 54 PLF at 30.15 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
BC From 4 PLF at -1.65 to 4 PLF at 0.00
BC From 30 PLF at 0.00 to 30 PLF at 0.75 SHIM ALL SUPPORTS TO SOLID BEARING.
BC From 90 PLF at 0.75 to 90 PLF at 15.91
BC From 30 PLF at 15.91 to 30 PLF at 28.50
BC From 4 PLF at 28.50 to 4 PLF at 30.15
W5X5
W1.5X4 III
W1.5X4 III W 3 X 5
7 r (q)
(A) 7 8-8-1
W3
W2
4 W5X5 = 4 8-1-2
Bl
W3X8=
W3X5(Al) - W8X8= W3X5(A1)
30 PSF MAX STORAGE ONLY
h-6-01_ 16-4-4 ,I1��
14-3-0 _I_ 14-3-0 3)
16-6-0 T 5-10-4 6-1-12 1
fE 28-6-0 Over 3 Supports
R=1060 U=382 W=3.5" R=2089 U=754 W=3.5" R=337 U=224 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5d FL 3 R - Scale =.1875" Ft.
**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL!NG ,`.NDS^
BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRU:.S PLATE TC LL 20.0 P S F R E F R151-350
INSTTUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR Tri TC DL 7.0 P S F DATE 0 4 0 8 0 2
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERL, ATTAC,LD I"{. �d�
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
**IMPORTANT" FURNISH A COPY OF THIS DESIGN TO 1HE INSTALLATION CONTRACTOR. ALPINE .=N6]NEFRED } ��F� B C D L 5.O P S F D R W HCUSR151 02098018
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 7HIS DESIGN; ANY FAILURE TU Q
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND '� B C L L 10.0 P S F HC-ENG M N M MMA
7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = f j i* /
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND NAPER ASSOCIATION) AND TPI ALPINE
CONNECTORS ARE MADE OF ?GGA ASTM A653 GR40 GALVE. STEEL, EXCEPT AS NOTED. APPL' CONNECTORS TO I i'9 E OF =Q T 0 T.L D. 42.0 P S F S E Q N - 10150
EACH FACE OF TRUSS, AND UNLESS 0 BERW[SE LOCATED ON THIS DESIGN, POSITION CONN EC UP, PER
'"/� 'c�OR1'Olt. DUR.FAC. 1.25 FROM KEN
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL LN6 Nf-Rlk6 J
Alpine Engineered Products,Inc. RESPONSIBILITY SOLEL\ FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANC USE O` hiTS s� �j••....C•• \�
Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNcD, F1', A P r �R6Q L�
FL CertificateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. __4I ++YY,�„ ,,. SPACING S E F ABOVE
- A 1 l
(60287- - E1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
SPECIAL LOADS RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE.
------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at -1.65 to 54 PLF at 0.00 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS.
TC From 114 PLF at 0.00 to 114 PLF at 20.17 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS.
BC From 4 PLF at -1.65 to 4 PLF at 0.00
BC From 30 PLF at 0.00 to 30 PLF at 20.17
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
W4X4=
SEE DWGS A11030E & GAB98117 FOR ADDITIONAL REQUIREMENTS. 7
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE W3X3
ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND
SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS
LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE
DESIGNED BY THE BUILDING DESIGNER. W H 5
7 1-
9-2-8
4-7-9
W3X5 0
T2
nI
W3X311 10-1-2
+W3X3= + + + UI
W3X8
2-0-0 W 1.5 4 III
+ 8-1-2
+ + W1.5X4 III + +
W4X6= W3X3(R) III
�1-6-0.�'(E _I
9-4-4
9-6-0
15-9-0 _I 4-5-0 _I
'T 10-8-0
�E 20-2-0 Over�3 Supports5
R=700 U=324 W=3.5" R=712 U=326 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE_ 19.54 FL 3 R - Scale =.3125" Ft.
—WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ALD ^CODE
BRACING. REFER T(I MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS ILAIE TC LL 20.0 P S F R E F R151--351
INSTITUTE, 583 D'ON0 FR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO
HE
R F0RMI NO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTA1.0ED _+.�`1 �j�n� TC OL 7.0 P S F DATE 04/08/02
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. !y' C....... �
'*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN,IN-ERED jjj tIFt 4'/y B C D L 5.0 P S F D R W HCDSR151 D2D96DI9
PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILUR. TO BC j.•
BUILD THE TRUSSES IN CONFORMANCE WI TI{ TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING ANO
ALPINE BRACING OF TRUSSES. IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATICNAI OFS'GN _ . j _ BC LL 10.0 P S F HC-ENG M N M/M M A
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TEL ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNEfTi;`L:: TO L 7J�, OF jQ T 0 T.L D. 42.0 P S F S E Q N - 10131
EACH FACE OF TRUSS, AND UNLESS OTHERWISE I.00 ATED ON THIS DESIGN, POSITION CONNECTORS PER s Cn
DRAWINGS 160 A z. THE SEAL ON THIS DRAWING INDlCATFS ACCEPTANCE OF PROFESSIONAL ENGINFERI:G =C/Si;�(�R1D U R.FAC. 1.25 FR0M K E N
Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IHE SUIIABIL ITY AND USE Of THIS � %17 ........
(\
Haines City,FL, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER C V SPACING S E E ABOVE
FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2, I Apr RNQ
EN
(130287- E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 :142, W3, W4 2x4 SP #2 N: TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at -1.50 to 54 PLF at 14.25 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS.
TC From 131 PLF at 14.25 to 131 PLF at 31.04 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS.
TC From 71 PLF at 31.04 to 71 PLF at 31.50
TC From 54 PLF at 31.50 to 54 PLF at 33.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE
BC From 4 PLF at -1.50 to 4 PLF at 0.00 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND
BC From 30 PLF at 0.00 to 30 PLF at 31.50 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS
LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE
SEE DWGS A11030E & GAB98117 FOR ADDITIONAL REQUIREMENTS. DESIGNED BY THE BUILDING DESIGNER.
W1.5X4 III
W5X5
W3X5
W1.5X4 III
7 r W4 T2 W3X5
W3 7 9-4-8
W2 W3X3 a
+ + W4X6
2 0-0
+ +ES 8-1-2
+ + + + +
W3X5(A1)
W3X5 = W5X5 = W3X3 W2X4 III
=
W3X5= W3X5
[I-6-0
16-4-4 j L,3-0-0 _11-6-01
15-5-8 I 16-0-8 I
16-5-8 T 3-5-8 � 11-7-0
31-6-0 Over 3 Supports
R=763 U=268 W=3.5"
R=1128 U=396 W=3.5" R=257 PLF U=90 PLF W=8-7-8
PLT TYP. Wave TPI-95 Design Criteria: TPI STD FL BLDG CODE 4-9.5d FL 3 R - Scale =.1875" Ft.
*B RARNG,E.REFERR U SOSHSBR 91 D(HAEN
DLINGE INSTALL[INGAANDCBR C51NG)H AN OUBLISHE D BPYPTPI IN(TRUSSIPLATE TC LL 20.0 PSF REF R151--352
INSTITUTE, 583 D'ONOFR 10 DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PN TOP. TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHAH. HAVE PROPERLY ATTP.CHI F M�"Qt, T C D L 7.0 P S F DATE 04/08/
0 2
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
"IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j BC DL 5.0 PSF DRW HCUSRI5I 02098034
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO l••••• �1
BUIL THE TRUSSES IN CONFORMANCE N[iH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL[NG AND Z f�
ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PftOYISIONS Of NOS (NATIONAL SIGN j•f t BC LL 10.0 P S F HC-ENG M N M/M M A
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALF INE
CONNECTORS ARE MADE OF 20GA ASTM A153 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY NE 10137
TO s'p•, E OF t� T 0 T.L D 4 2.0 P S F S E O N - 10137
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEP. �`:, �V V
DRAWING' 160 A-Z. THE SEAL IN THIS DRAWING INDICATES ACr_EPTANcl OF PROFESSIONAL ENSINECs.1 NG I '-i%VT'=�[V•91faP:�� D U R FAC. 1.25 F R 0 M K E N
Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE DE T IS
Haines City,FL 33844 COMPONENT FOR ANY PART[C UL AR BUILDING IS 1HE RESPONSIBILITY OF TIfE BU[LDINf DESIGNER, PLN
FL Certificate of Authorization#567 ANSI/TPI 1-1995 'ECTTON 2. Apr +�t3H �N SPACING SEE ABOVE
(B0287- - E3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG,
BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF,
WEBS 2x4 SP #3 :W2, W3, W4 2x4 SP #2 N: WIND BCDL=2.5 PSF.
:W6 2x6 SP #1 Dense:
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
SPECIAL LOADS
------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS.
TC From 54 PLF at -1.65 to 54 PLF at 15.46 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS.
TC From 114 PLF at 15.46 to 114 PLF at 31.50
TC From 54 PLF at 31.50 to 54 PLF at 33.15 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE
BC From 4 PLF at -1.65 to 4 PLF at 0.00 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND
BC From 30 PLF at 0.00 to 30 PLF at 31.50 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS
BC From 4 PLF at 31.50 to 4 PLF at 33.15 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE
W1.5X4 III DESIGNED BY THE BUILDING DESIGNER.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SEE DWGS A11030E & GAB98117 FOR ADDITIONAL REQUIREMENTS. W5X5
W 3 X 6
W1.5X4 III
W4 W3X5
7 r W3
7 9-4-9
W
W2 145X5— W3X3
T + +
2-0-0
+ 8-1-2
+ + W3X5-- + W3X5= W1.5X4 III
W3X5(Al) = W3X3= W4X6
W3X5
T � I l
I� 15-5-8 I_ 16-0-8 I
16-5-8 T 3-5-8 1� 11-7-0
IE 31-6-0 Over 2 Supports J
R=846 U=434 W=3.5" R=254 PLF U=89 PLF W=11-7-0
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.50 _FL ` 3 R - Scale
**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND j C L L 20.0 P S F R E F R 15 1--3 5 3
BRACING. NET TO HIB 91
(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 D'0N0FR10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO -r/M' T C D L 7.Q P S F DATE 0 4/0 8/0 2
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �" ue h
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A NO
ATTACHED RIGID CEILING. J „'•, }�l� -
**IMPORTANT** FURNISH A COPY OF THIS OF SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �EIFI y BC D'� 5.0 PSF DRW HCUSRI5I 02098035
PRODUCTS, INC. SHALL NOT DE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THE TRUSSES IN CONFORMANCE WI TN TPI; OR FABRICATING, HANDIING, SHIPPTNG, INSTALLING AND j 4� ,F &C L 10.0 P S F HC-ENG M N M/MMA
ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN _ #
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L p? OF f4 T O I L D. 4 2.0 P S F S E Q N - 10179
7EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DE SI f,N, POSITION CONNECTORS PER s(n^: ----
DRAWINGS 160 A-Z. THE SEA[. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �V/�•:A'l ORtOQ'` � D U R.FAC. 1.2 5 FROM K E N
Alpine Engineered Products,Inc. RE SPO SID ILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS
Haines City,FL 33844 COMPONENT FUR AN V PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BI1ILDING DESIGNER, PER
FL Certificate of Authorization#567 ANSI/IPI 11995 Y CTION 2. Apr' RF�1L'� � SPACING SEE ABOVE
(60287- - F1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N SPECIAL LOADS
BOT CHORD 2x4 SP #2 N ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
WEBS 2x4 SP #3 :W7 2x4 SP #2 N: TC From 54 PLF at -1.65 to 54 PLF at 28.15
BC From 4 PLF at -1.65 to 4 PLF at 0.00
120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, BC From 30 PLF at 0.00 to 30 PLF at 26.50
LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, BC From 4 PLF at 26.50 to 4 PLF at 28.15
WIND BCDL=2.5 PSF. TC 256 LB Conc. Load at 7.06, 9.06, 11.06, 13.06
BC 27 LB Conc. Load at 7.00
DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. BC 11 LB Conc. Load at 9.06, 11.06, 13.06
SHIM ALL SUPPORTS TO SOLID BEARING.
W5X7
W3X5% W1.5X4 III W5X8= W1.5X4 III W4X4=
7 (—
7
4-5-5
W5X8= PW2X4
W5X5= 2-0-0
—, 4 74 W5X5
W3X5= 4 8-1-2
W3X8; W2X4(AlI
W2X5(A1) W3X5
LI-6-0_1E1.1-6-0 13-10-4 —I
7-0-0 _I_ 12-6-0 I 7-0-0 �{
6-3-8 7-5-0 T 6-4-12 T 6-4-12 1
26-6-0 Over 3 Supports
R=954 U=672 W=3.5" R=1950 U=1566 W=3.5" R=586 U=222 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale
—WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE T C L L 20.0 P S F R E F R151--354
INSTITUTE, 583 D'ITNOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �2, T C D L 7.0 P S F DATE 04/08/02
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. * . �.t•
"IMPORTANT*` FURNISH A COPY DF THIS OE SI GN TO THE INSTALLATION CONTRACTOR. AL PINF ENGINEERED � j'F�C '•.�,%�/f/�_ BC DL 5.0 PSF DRW HCUSR151 02098020
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO
BUILD THF TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INST ALLI16 AND f
ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 9FSIGN �_* B C L L 10.0 P S F HC-ENG M N M/M M A
SPECT IF
AT1C PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. AL PI NL t
f.ONNEf.TORS ARE MADE OF ZOCA ASTM A653 GR4O GALLA. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TJ ip rQt TOT.L D 4 2 0 P S F S E O N - 12626
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER F`,.,. F - -
DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INBICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �,i/�•..� ppIp; D U R.FAC. 1.2 5 FROM K E N
Alpine Engineered Products,Inc. RE SPONS[B IL TTY SOLELY FDR THE TRUSS COMPONENT DESIGN SHOWN. THE SU IT AB[CITY AND USE OF ilt'C G
IHa111eS City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RE SPONS IB IL[TY OF THE BU LLDiNG DE SIGN ER, PER /{ •EN
FLCertificateofAuthorization#567 ANS17TP1 1-1995 SECTION 2. Apr ,. SPACING 24.0°
I 1 >1 1 1 j
(80287- - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.60 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
FILLER 2x4 SP #2 N
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION IS 0.28" DUE TO LIVE LOAD AND
0.11" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
LATERALLY BRACE BC ABOVE FILLER AT 24" OC.
W4X4= W3X5 = W5X7
W3X5% W5X7o�
7
7
5-7-5
W3X8 = L—
W5X5 = 2-0-0 4 J 4
J 4 J W6X6 4 8-1-2
4 W5X7 (R) III
Wl.5X4 III W6X6(R) III
W3X5(A5R) — W3X5(A5R)
W1.5X4 III
1_1-6-0_
I
17-9-0 8-9-0
9-0-0 I 8-6-0 ` 9-0-0 J
6-3-8 9-2-8 T 2-3-0 � 2-4-4 1 6-4-12
26-6-0 Over 2 Supports
R=1204 U=466 W=3.5" R=1204 U=466 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BL_D-Gr –C—DDF —19.54 FL 3 R - Scale
**WARNINf,** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLfNG AND 1 —�_-- T C L L 20.0 P S F R E F R 1 5 1--355
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAIE I
INSTITUTE, SB3 D'ON0 R70 UR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO �a-'+Mr' T C D L 7.0 P S F D A T E 0 4/08/02
PERFO0.MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ACHEC ud�
ST UCTUft AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. JAL✓,: '�7J
"`IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE LNGIN,ERID r}, ' �rIF B C D L 5.0 P S F D R W HCUSR151 02098021
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO E +�}'
BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR
FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC LL 10 0 P S F HC-ENG M N M/MMA
ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DEFI,N
SPECIFICATION PUBLISHED BY THE AMERICAN FOR AND PAPER ASSOCI ATIDN) AND TPI. ALPINE
CONNECTORS ARE MADE OF 20GA ASTM AE53 GR40 GALV. STEEL., EXCEPT AS NOTED. APPLY CONNECTJRS 10 Hz
ON
V.� 'n! �Q T 0 T.L D. 4 2.0 P S F S E O N - 10114
EACH FA DF TRUSS, AND UHLE55 OTHERWISE LOCATED ON THIS DESIGN, POSITION CO NNECiORS PER Z •n n VI'
AIp111C EI1g111CCiCd Products,Inc. ftVSPONSIB ILITY SOZ.LEL HE
YTFORSTHE EAL OTR USSIC OM DRAWING
ON ENT D E SIGNTSHOWNCE PT AT HE SNCE U[TAB ILITYOAND USEIAL IUFE TH7G ���U�•��cy�,.^,.OP\�� DUR.FAC. 1.25 FROM KEN
Elalne5 City,FL 33844 COMPONENT FOR ANY PARTICULAR DUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER I Apr yi};q�EN SPACING 2 4.0"
FL Certificate of Authorization#567 ANS/TPI 1-1995 SECTION 2.
(60287- F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.18 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
FILLER 2x4 SP #2 N
CALCULATED HORIZONTAL DEFLECTION IS 0.28" DUE TO LIVE LOAD AND
SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.11" DUE TO DEAD LOAD.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
LATERALLY BRACE BC ABOVE FILLER AT 24" OC.
W4X4= W5X7
W3X5 W 5 X 7
7 f—
—1 7
6-9-5
W3X8= L
W5X5 = 2-0-0 4 J 4
J 4 J 4 W6X6; 4 '— 8-1-2
W1.5X4 III W5X7 = W5X7(R) III
W3X5(A5R) W3X5(A5R)
W1.5X4 III
1116-0
17-9-0 8-9-0
�F 11-0-0 _I_ 4-6-0 =JF2-3-0 -1 '2-4-4-1— 6 12 1-0-0
C 6-3-8 T 9-2-8
IE 26-6-0 Over 2 Supports =�
R=1204 U=464 W=3.5" R=1204 U=464 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODS �19.5d FL 3 R - Scale
**WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING f.ND --- T C L L 20.O P S F R E F R 1 5 1--356
BRACING. REFER TO HID 91
(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Y:_ATE
INSTITUTE, 583 D'ON0FRID DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �eA* TC DL 7.0 P S F DATE 04/08/02
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '�� I BC DL 5.0 P S F D R W HCUSR151 02098022
7PRODUCTS, INC. SHALL NOT BNEUE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE Ti
ALPINE
BRACOUIL NGT H E FTTRUSSESROSSE ?N C OTHI SMOESIG NARCH ITON FORMS TH III OWI THAAPPLICABLE PROVDISIO. S OF H.HE DSG(NAT1Of ALINSIDESIGNG �N `j• B C L L 10.O P S F FIC E N G M N M/M M A
SPECIFIC AT]ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIN,- 1`i � TOT.L D. 42.0 P S F S EON - 10109
CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY cn NNFC'ORS '0
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF GN, POSITION CONNECTORS PER V
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EflGINELkSNO I ;6), �� fl,COp'�\��d D U R.FAC. 1.25 FROM R O N
fUpl[it:E'TlgilleC['Cd I�rOdllCIS,Inc. RE SPURS
SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SDITAB[LITY AND USE OF TN:JA ' RE82ENG
Haines City,FL 33844 COMPONENT FOR AN'Y PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUT LDINO DESIGNER, PER P" SPACING 2 4.0"
FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. �N w,,....�
- -„ 1 ' .
(B0287- - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.76 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
FILLER 2x4 SP #2 N
ROOF OVERHANG SUPPORTS 2,00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION IS 0.27" DUE TO LIVE LOAD AND
0.11" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
LATERALLY BRACE BC ABOVE FILLER AT 24" OC.
W3X5(R) III
W3X6 % W 3 X 5
W1.5X4
W5X7
7 F—
-1 7
7-11-5
W3X5= 4
W5X7= 2-0 0 J 4
J 4 1 J 4 W5X12 4 L
+8-1-2
W1.5X4 III W6X6= W5X7 (R) III
W3X5(A5R) = W3X5(A5R)
W1.5X4 III
1I 6-01 1It 0
17-9-0 8-9-0
IE 13-3-0 _I, 13-3-0 �
r 6-3-8 T 9-2-8 T 2-3-0 T 2-4-4 T 6-4-12 '1
26-6-0 Over 2 Supports
R=1204 U=458 W=3.5" R=1204 U=458 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD), ,FL GLH CODE 19.5d FL 3 R - Scale
—WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F 8 1 5 1 3 5 7
BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUES ?LATE
INSTITUTE, 583 D'ON(IFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY F'R ACTT Ct 1 PRIOR -i0
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNOftD SHALT. HAVi CROPL R!.Y ATTACHED '+ VI w T C D L 7.0 P S F DATE 04/08/02
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE 1I.I NG. .. p
_IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, AIPINE ENGINEERED �'(IFIC". BC DL 5.0 PSF DRW HCUSR151 02098023
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURC TO : •••• C4• -
BU[LD THE TRUSSES IN CU NFORM ANC WITH TIT OR FABRICATING, IIANDL TNG, SHIPPING, IN�TAL,INU AQ •, p
ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLt PROVISIONS OF NDS (NATIONAL DESIGN = ♦ f NI •* B C LL 10.0 P S F H C-ENG M N M/MMA
`,PECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP;. AL P:NE S
fONNECTORS ARE MADE OF 20G.A ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. AFPLY CONNE:.;QF;'3 TO �• LQ� TOT.L D. 42.0 P S F S E 0 N - 10119
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOC.ATED ON THIS DESIGN, PO SIT 101 CONNECTORS PER •• •L'
DRAWINGS 160 A-2. INE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFFS 10'AL -N,IN;ERINf.' -s x.11 F RI�P•�v� D U R.FAC. 1.2 5 FROM K E N
f�Ip111C E'IlgllleeiCd Pr( nets,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI T FB[L IIY AN('' U.;L Ti:�S '1` G`
Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING cme JGNER, PER ��� ..ALN
AP
FLCertificateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. r'�. C.. SPACING 24.0"
(B0287- - F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.84 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
FILLER 2x4 SP #2 N
ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.
CALCULATED HORIZONTAL DEFLECTION IS 0.27" DUE TO LIVE LOAD AND
0.11" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS.
LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
LATERALLY BRACE BC ABOVE FILLER AT 24" OC.
W4X4=
W3X6 i W3X5
W1.5X4
W5X7
7 (—
—1 7
8-1-1
W3X5
W5X7= 4
2-0-0 J 4
� 4 W5X12 4 �
J q �8-1-2
W1.5X4 III W6X6= W5X7 (R) III
W3X5(A5R) W3X5(A5R)
W1.5X4 III
1_1-6-0. 1_1-6-0
I
17-9-0 8-9-0
IE 13-3-0 _I, 13-3-0
6-3-8 1 9-2-8 T 2-3-0 1 2-4-4 T 6-4-12
fE 26-6-0 Over 2 Supports J
I
R=1204 U=461 W=3.5" R=1204 U=461 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) , FL 61_DG CODE 19.5d FL 3 R - Scale
**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C ILL 2 0.0 P S F R E F R 1 5 1- -358
BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUS' PLATE
INSTITUTE, 583 D'ONIFR11 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES TR OR TO t /
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED tL f. TC DL 7.0 P S F DATE 04/08/02
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CE II ING. V4,..• !/,-
**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRI0. ALPINE '"(NEERFL •••••, BC DL 5.0 PSF DRW HCUSR151 02098024
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO :4A r��1
ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (N:Y TTONAL'UES_Gt. I • BC LL 10.0 P S F HC-ENG M N M/M M A
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATIDN) ANC TPI, Ai PI NE I j•
CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. AP,1' CCNNECT')RS TO TOT.L D. 42.0 P S F S E A N - 10122
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF"ON, POSITION CO NNt;TORS PEA �•• P f�I
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIOFtKI�Y6 =s��1'.�� R10,.• DUR.FAC. 1.25 FROM KEN
Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAIL I AN USE OF T,�I i' I �' R fU��
Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BOI IN,
DESIGNER, oIR /(��(/y��, P SPACING Z 4.0"
FLCert lficateofAnthorization#567 ANSI/TPI 1-1995 SECTION 2. Apr w,�..N•»
(B0287- F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.84 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE.
W04
� 7
W 3 X 3
W 3 X 5
7 5-7-13
8-1-1
10-1-2
W3X8
W5X5
— 4 W1.5X4 III
8-1-2
W2X4(A1)
L,1-6-0,j
13-3-0 0-9-0
6-3-8 1 7-8-8
fE 14-0-0 Over 2 Supports
R=699 U=305 W=3.5" R=568 U=346 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLOC CODs 19.5d FL 3 R - Scale =.3125" Ft.
""WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AN9 T C L L 20.0 P S F R E F R 1 5 1- -359
BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PI-0.TE
INSTITUTE. 583 11'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PP I��N TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR OPERIY AIrACHEO ,` 1.q,/`�J�.j, T C D L 7.0 P S F DATE 04/08/02
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _aV ••••..'�/i_
` IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINELRFD �•lVC-5IF-1 ',yYf�_ BC DL 5.0 PSF DRW HCUSR15I 02098025
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �.•�� ' F
BUILD THE TRUSSES IN CONFORMANCE WITH IPI; OR FABRICATING, HANDLING, SHIPPING, IN
AND +
7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR GVISIONS OF ND: (N:,TIGNAL TLS GN M t t B C L L 10.0 PSF H C-ENG M N M/MMA
SPECIFICATION PUBLISHED BY THE .AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I r}
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CDNNF'-TGRS TO =� :`� TOT.L D. 42.0 P S F S E O N - 10173
EACH FAf.E OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR':. PER •�/
DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONaI. ENLTNELF.ING •01, �� D U R.FAC. 1.2 5 F R OM K E N
Alpine Engineered Products,Inc. RESPONSIBILITY Si ELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN,7 O-L --,,F THI1 ^�(� �
Haines City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER' �. AIyI. R E SPACING 24.0
"
FLCenificateofAuthorization#567 ANSI/TPI 1-1995 SECTION 2
1 I 1 1
(B0287- - F7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.84 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE.
W 3 X 3
W04
—l7
W3X5
7 F— 5-3-12
8-1-1
10-1-2
W3X8
W 5 X 5 W1.5X4 III
—� 4
8-1-2
W2X4(Al)
L,1-6-0::,j
13-3-0 _( i
1 1-3- 15
I 6-3-8 1 8-3-7
FE 14-6-15 Over 2 Supports
IR=723 U=319 W=3.5" R=593 U=338 W=4.95"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 R - Scale =.3125" Ft.
;BRACRINGNO*REFERRUSSES REQUIRE TO HIB 91 CHANXDLING INSTALLTREME CARE EING AND BRACFAING�HANDLING,URI ISHEDHBPYP TNI N(TRULS IN LST ED TC LL 20.0 PSF REF R151- -360
INSTITUTE, 583 D'0NOFRIO DR.. SUITE 200, MADISON, WI 5311ERFORMNG THESEFUNCTIONS9), FOR SAFE Tr ?RACT CES P.RrOR TO .....� TC DL 7.0 P S F DATE 04/08/02
PI . UNLESS OTHERWSE INDICATED TOP CHORD SHALL HAVE PRO'e TA
ER1_Y ATTACHED
STRUCTURAL PANEISI BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
**IMPOR TANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. P.LPINE ENGINEEREDPROV ** B C D L 5.0 P S F D R W HCUSR151 02098026
BUI60iHE 7R USSES UCTS. INC. SHALL
IN f.ONFORMANCE OWITHLTPIORORANFABRICATINGDEV N 1ANDFR OMLINGTHIS DSHIPIST GUNG.ANNST ALLINGAli EANO ��`'F r•`�
ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN i V j B C L L 10.0 P S F H C-ENG M N M/MMA
SPE I, FICATION PUBLISHED BY TNF AMERICAN FOREST AND PAPER ASSG IATIONJ AND TP ALPI M(. _•
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAILY. STEEL, EXCEPT AS NU TED. APPLY CONNECTORS TO L S I T 0 T.L D 42.0 P S F S E O N - 10126
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONhECT7RS PEH l Q
DRAWINGS Ie0 .A-z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE DF PROFESS1OUk1- FNGINLEP.TNG '4^��n' F[URIOQ�� D U R.FAC. 1.2 5 FROM K E N
A1p111C ing.inCeted PCodWS,I11C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHGNN. THE SUITAB LL TTY ADO UJF OF ��tIS t U
}IHi11CS
City,FL 33844 CUMPONF.NT FOR ANY PART[i,UI AR BUILDING IS THE RESPONSIBILITY OF THE BUILDING -) 14 ER, PEA � �••• ���••
FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2 ���� Apr � `RLopEN SPACING 24.0"
(B0287- - F8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 11.84 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE.
W 3 X 3 0�
W4X4
� 7
W3X5
7 E-
8-1-1 4-11-10
10-1-2
W5X5= W3X8=
J 4 W1.5X4 III
8-1-2
W2X4(A1}
L,_I-6-0:::j
13-3-0 I II o
6-3-8 8-10-8
IE 15-2-0 Over 2 Supports
R=747 U=332 W=3.5" R=618 U=332 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5d FL 3 R - Scale =.3125" Ft.
*`WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAILING AJD
BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATT T C L L 20.0 P S F R E F R 1 5 1--3 6 1
INSTITUTE, SH3 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PR AfIICES PHI
UR TO
PERE0""NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE PROPERLY ATTACHED c T C D L 7.0 P S F DATE 04/08/02
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYS A PROPERLY ATTACHED RIG] CEILING. �`� ��
*IMPORTANT`* FURNISH A COPE OF THIS UESI6N TO THE INSTALLATION AIlATION CONTRACTOR. ALPINE EtlGiNEEREO nt
'PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY Fal'.-DRF TO
• '••• BC DL 5.0 PSF HC-ENG
D�RW HCUSRI51 02098021
ALPINE BR ACI NGBUILD T HOFT TR U SS ISRUSSES
CON NORMDE S TEN ANCE WITH
NFORM SOW ITHAA PPLIC ABLE PRO DY ISNONSSUFPNOSG(N TIONAL INSTALLING
i B C L L 10.O P S F C E N G M N M/M M A
SPECIFICATION PUBl.I SHE BY THE AMERICAN FOREST AND PAPER ASSOCIATION) .ANO TPi AL PIN[ ( _
CONNECTORS ARE MADE OF 20rA ASTM A6b3 GRAD GALV. STEEL, EXCEPT AS NOTED. AFPLi CONNECTORS TO i�t TE OF tQ, TOT.L D. 42 0 P S F S EON - 10128
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION U1NNE,TORS PER
DRAWINGS 16G A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFEI'�;IUNAI EN,INEIRIHv ;N� .F� R�QA J•�v
Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IHE SUITABILIl AND MSE �F THOS sh;�....ENG�I� D U R.FAC. 1.25 FR0M K E N
I�ll1CS CiIy, Fl. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DElIGNCR,.PER At)r "c SPACING 2 4.0"
FLC.,ifi., fAuthorization#567 ANSI7TP1 1 1995 SE CT10n 2
. lbw��@,�
(80287- - G1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG,
BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF,
WEBS 2x4 SP #3 WIND BCDL=2.5 PSF.
SPECIAL LOADS SEE DWGS A12015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS.
------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25)
TC From 54 PLF at -1.65 to 54 PLF at 0.15 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD.
TC From 114 PEE at 0.15 to 114 PLF at 12.79
BC From 4 PLF at -1.65 to 4 PLF at 0.00 SHIM ALL SUPPORTS TO SOLID BEARING.
BC From 30 PLF at 0.00 to 30 PLF at 12.79
+ MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS.
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS.
ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND
SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS
LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE
DESIGNED BY THE BUILDING DESIGNER.
W4X4
W1.5X4 III W1.5X4 III
7 F— � 7
W30 W 3 X 3 +9-11-7 +9-11-15 3 9-0
+ W1.5X4 III W5X5= + 8-11-15 8 11 7
+ —1 4 W1.5X4 III 4 L_ + 8-1-2
+
W 3 X 3 ; W3X3 +
W 3 X 8
W3X8
1 6 D 3 0 2IE 3-0-0 y-- 3-0-0--�
6-4-12 30. 6-4-12
12-9-8 Over 6 Supports —�
R=325 U=236 W=3.5" R=289 U=180 W=3.5" R=81 U=180 W=3.5"
R=294 U=180 W=3.5" R=421 U=223 W=3.5" R=415 U=220 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BI,DG CODE 19.5d FL 3 R - Scale
�BRACRING. REFER TOES REOUIRE HIB 91 (HANDLING INSTALLCARE YINGAAND BRIACING)HANDLING,
AN DUBNLISHEDH Y TPI. INI'HFS PL TED TC LL 20.0 PSF REF R151- -362
INSTITUTE, 583 D.ONOFRIO DR., SUITE "0, MADISON, WI 53719). FOR SAFETY' PRACTICES PRIOR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �a T C D L 7.0 P S F DATE 0 4/0 8/0 2
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIOT
CEILING. ��
"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j �,ft�F BC DL 5•0 PSF DRW HCHSRTS] 0209802$
PROD UCTS, INC. SH AI.I. Nl7T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY Y4Il.URE TO i.�f�C 4l'�
A BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLE N6, SHIPPING, INSTA?LINE Alt
BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS INA?jjNAl DESIGN f f 4 •_+ B C L L 1 0.O P S F H C-ENG M S M/MM A
SPECIFl C.AT1 UN PUBII;HEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI AL'I NO
CONNECTORS ARE MADE OF 20GA ASTM At53 CR40 GALV ED STEEL EXCEPESIT AS NOTED. APPL COR.ryf�;TORS`�0 �' T 0 T.L D. 42.0 P S F S E A N - 12596
DRAWINGSEACH FA E LODD AR Z, ATHEU SEALS ONTTHISSI DRAWIINGTINDIICATESSACCEPTANCED GN, O OF PROFESSIONAL ENG:l',,tiING Z�Cslr;�� R�OQ-'�� D D R.FAC. 1 2 5 FROM K E N
AIp1UC E'11g1UCE[C(I I�TO(IUCt9,IOC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Or ThpS l,� ��
Ha111CS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF 1HE BUILDING DESIGNER.'VER A Pp�.9%E ,.r'{ SPACING S E E ABOVE
FL Certificate ofAuthorizati.#S67 ANSI/TPI 1-1995 SECTION 2. �..,,,,,,,.•�
(B0287- G2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.84 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND
WEBS 2x4 SP #3 BCDL=2.5 PSF.
DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD.
W4X4
7 F 7
4-1-1
W5X5=
J 4 4L—
,8-1-2
W2X4(A1) W2X4(A1)
(�1-6-0
6-4-12 }E 6-4-12
12-9-8 Over 2 Supports
R=637 U=343 W=3.5" R=529 U=226 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STG , ;I_ BLCG CODE 19.5d FL 3 R - Scale
—WAR N ING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INS,ALIINr TND T C LL 20.0 P S F R E F R151- -363
BRACIG. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS Pt.qTE
INSTITUTE, 583 D'ONOFRIO
DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR.OR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALT. HAVE PROPERTY ATTACHED y1 � T C D L 7.0 P S F DATE 04/08/02
STRUC.T UR AL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING1, .+ �•
**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ;," .�/ B C D L 5.0 P S F D R W HCUSR151 02098036
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO �,-•
�•� BC LL 10.0 PSF HC-ENG MNM/MMA
BUILD THE TRUSSES IN CONfOR MANCE WITH TPI; OR FABRICAf1NG, HANDLING, SNIPPING, INST 0...LING AM" �{ (P
ALPINE BRAI,ING OF TRUSSES S DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAi DESIGN i
SPECIFICATION PUBLISHED BY THE AM ER]CAN FOREST AND PAPER ASSOCIATION) AND TPI. ALINE
CONNECTORS ARE MADE OF 2GGA ASTM A653 CR40 GALV. STEEL, EXCEPT AS NOTED. APPLY COUN[;TOgS ty � TOT*L D. 41,0 P S F S E O N 12111
TE OF
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNE CtORS PERDRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES Af,CEPT ANCE OF PROFESSION AL E NG NEE RI NG
Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUI TAB IL II, AND USE OT TNI• ���� ..ORI�Q ���' D U R FAC. 1.25 F R O M IG E N
Plaines City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Apr m E�.r" SPACING 2 4.O"
FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2.
(B0287- - 9'10 H/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #1 Dense 120 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG,
BOT CHORD 2x4 SP #1 Dense :82 2x4 SP #2 N: LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF,
WEBS 2x4 SP #3 :W2 2x4 SP #2 N: WIND BCDL=2.5 PSF.
HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SHIM ALL SUPPORTS TO SOLID BEARING.
W2X5 III
12-2-5
R=589 U=332
W5X7 2-5-0
4.95 F-
4-5-0
10-1-2
W2 B2 R=37 U=180
W6X8
0-4-5 2.85
W1.5X4 III
- 1 2
W3X8(A5R)
L-2-1-7 �E 9-10-13
8-9-4 1 0-12
9-10-1 Over 3 Supports
R=466 U=280 W=4.95"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG_ CODE 19.52a FL 3 R - Scale =.375" Ft.
'WARNING`* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING INSTALL?NG ;ND T C L L 2 0.0 P S F R E F 8 1 5 1- -364
*BRACING. REFER TO HIB 91
(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI I RUSS PL ATEv
INSTITUTE, 583 D'ONGFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO
PERFORMING THESE FUNfi[ONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPTRLY ATTACHED ,`EL T C D L 7.0 P S F DATE 0 4/0 8/0 2
STRUCTURAL PANELS, BOTTOM CHORD $H,4 LL HAVE A PROPERLY ATTACHED RIGID CE IL i HIS v..........
"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE Ef:CINEEREC ���F� 7��`` BC DL 5.0 PSF DRW HCUSR151 02096037
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I rF.P
BUILD IHE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, It:STALL IN AND +
ALPINEBftACIN6 Of TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS !NA1?GNAT D(SICN • _ •t B C L L 1 0.0 P S F HC-ENG M N M/MMA
SPECIF]i:ATION PUBLISHED BY THE AMERICAN FOREST .4 ND P.4 PER ASSOCIATION) AND TPI. ALPINE
CONNECTORS ARE MADE OF [GGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO s _LQ� TOT.L D. 42.0 P S F S E A N - 36770
EACH FhCE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CGNNECIO'd,S PER •`V
DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSI9NAL FNGINLF RING 4 • P;�
ice' R1�: DUR.FAC. 1.25 FROM KEN
Alpine Engineered Products,Inc. RESPONSIBILITY SDL It
FOR THE TRUSS COMPONENT DESIGN SHOWN. THC SUITABILITY AND L'$E OF TN iS [�"F•�••' �G�
Plaines Cit}',FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PfR Apr�19 � SPACING S E E ABOVE
Fl-CertiGcaiteofAuthorization#567 ANSI/TPI 1-1095 SECTION 2. w....w�
(80287- 7° E/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 10.01 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
WEBS 2x4 SP #3 TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING.
W1.5X4 III
12-2-6
R=256 U=200
2-5-5
7 (—
4-5-5
10-1-2
R=11 U=180
W5X5
—J 4
�8-1-2
W2X4(A1)
L< 1-6-0 J— - 7-0-12
6-3-8 a a
—`7-0-0 Over 3 Supports--�
R=413 U=232 W=3,5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD)_, FL BLDG CODE 19.54 FL 3 R - Scale =.375" Ft.
—WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--365
BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (IRUSS ["i E
]NSTI TNTE, 583 G'ONOfRIO DR., SUITE Z00, MADISON, WI 53719), FOR SAFETY PRACTICES PR;GR TO y�M T C D L 7.O P S F DATE 04/08/02
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY' ATTACHED I�'_
STRUCTURAL PANELS, BOTTOM CHOflD SHALL NAPE A PR UPFRLY ATTACHED RIGID CELL LING,
**IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGIAEERL(7 �' BC DL 5,D PSF DRW HCH$R151 0Z098029
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANf 'ALLURE TO j}' Q
A BU ILO THE TRUSSES LN CONFORM ANCf W[TH TPI; OR FABRICATING, HANDLING, SHIPPING, LNS7 LING AN!' !j •` •••'l
BRACING OI TRUSSES. THIS DESIGN CONFORMS W[TH APPLICABLE PROVISIONS OF NDS (NANST L DE-SIGN = r Q• ��'� B C L L 1 O P S F H C-ENG M N M/MMA
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. A'I,
E •t
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CO°;�VECi'1ftS ' ,X = nr TOT.L D. 42,0 P S F S E O N - 12602
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TI1IS DESIGN, PUSI TION CONNEC iDkJ SER iL
1, OF �L
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRCIFESSIONAI FN61i:EER1N; ;� �.,•• QR1QP:�4. D U R FAC. 1.25 FROM K E N
AIp11tC�'11gIllC6TEd�t0(IllCIS,Inc. RESPONSIBILITY SOLELY POR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE GF TH[S \�
Haines City,FL 33844 COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF TME BUILDING DESIGNER, PER A r�`b
FL Certificate ofAnthorization#567 ANSI/rat 1-1995 SECTION 2. P SPACING 24.0"
(80287- 5' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 9.43 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT
BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND
TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SHIM ALL SUPPORTS TO SOLID BEARING.
11-0-6
R=107 U=180
7 �— 1-8-7
3-3-5 9-7-15
R=69 U=180
--� 4
8-1-2
W2X4(Al)
I< 1-6-0 �JE 5-0-12
5-0-0
�-5-0-0 Over 3 Supports
R=335 U=216 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI (STD) , FL BLDG CODE 19.5d FL 3 - R - Scale
*"WARNING*` TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAILING ANC T C L L 20.0 P S F R E F 8 1 5 1--366
BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TNI (TRUSS PLATE
INSTI ,TOT 583 D'ON OFRIO DR., SO TE 200, MADISON, WI 53719), FOR SAFETY PRA CTICFS PW TOR wPER EDRMI NO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTI<:HED �1 r T C D L 7.0 P S F DATE 04/08/02
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.
*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN6INFhRfD (�FI BC DL 5.0 PSF DRW HCUSR151 02098030
PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN1 TAILOR to ` �••I .�••�
BUILD THE TRUSSES IN
CON FUR MANCE WI7H TPI; OR FA [C ATIN6, HANDLING, SHIPPING. INSTALLING AND
ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DF 14N 2 0§ { BC LL 10.0 P S F HC-ENG M N M/MM A
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI AiFfNE S p 7= _
CONNECTORS ARE MADE OF 20GA ASTM AE53 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CII:NEC TORS TO OF 'Q T O T.L D. 4 2.0 P S F S E Q N - 12606
EACH FACE OF TRUSS, AND UNLESS OTHERWISE IF ATED ON THIS OE SIGN, PUSIT ION CONNECTOR., PER j{ •:t,
DRAWING 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRO FE SS]ON 11 EKr--;NEER TNG r C R,Q �It
Alpine Engineered Prodncts,Inc. RESPorvs1B1LITY soLELY FOR rHE rquss coMPONENr Ots1GN SHONN. HE suITAB1LIrY ANo uSE cr THIs A S�sjh�kRf ENG D U R.FAC. 1.25 F ROM K E N
Haines City,FL 33844 COMPONENT FOR ANO PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEC SPACING 2 4.0"
FI,CertificateOfAuthorization#56'7 AN SIfTPt 1-Iy35 SE�:TION r. _ P w,,.,,.�•'
(B0287- - 3' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.70 FT MEAN HGT, ASCE 7-98, CLOSED BLDG,
BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF, CAT II, EXP B, WIND
TCDL=3.5 PSF, WIND BCDL=2.5 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SHIM ALL SUPPORTS TO SOLID BEARING.
T 7 1-2-7 R=42 U=180 +9-10-6
10 6
2-1-58 11 15
R=34 U=180
J 4 -,1-8-1-2
W2X4(A1)
1-6-0 ylE —3-0-12—�
3-0-0
3-0-0 Over 3 Supports
R=267 U=180 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , rL. BLDG CODE 19.5d FL 3 R - Scale =.375" Ft.
*"WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAL[-ING AND
BRACING. REFER T? IB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF R E F R151--367
INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACi:CES PRIOR TO Iw'- T C D L 7.0 P S F DATE
04/08/02
PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAYS PROPERLY ai TACHED
STRUCTURAL PANELS, 8O T OM CHORD SHALL HAY A PROPERLY ATTACHED RIGID CEILING.
""IMPORTANT** FURNISH .4 COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG:REiRED B C D L 5.0 P S F D R W HCUSR151 02098031
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL URE 10 : •'•V•,,��
BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND fr
A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS !NATIDNAL Di 5104 1,4 = BC L L 1 0.0 P S F H C-ENG M N M/MMA
SPECIFICATION F'OBI ISHED BI THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPi ALPSNE
CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY, STEEL, EXCEPT AS NOTED. APPLY I;DNNFCTOR;: TO L A Sr /�c Q T 0 T.L D 42.0 P S F S E 0 N - 12610
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTi1R.S ➢A Vr
Alpine Engineered Products,Inc. RES➢ONSLBILITY SOLfLVAWINGSTFOR THE TRUSSAL ON ]COMPONENT DES DRAWING DSIGNTSMONNES fEPTATHE SUINCE OF TA81LITv0A1D UNAL pE1NFETHIS �*yf�5' OR%�P �� D U R.FAC. 1 .2 5 FROM K E N
Hautes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RE SPONSIBII ITY OF THE BUILDING DESIGNER, PtR G
FLCertifcateofAuthorizationN567 ANSI/TPI 1 1995 SECTION 2. AP" flE�EK SPACING 24.0"
1 4 I „1
(B0287- - I' C/J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP #2 N 120 MPH WIND, 8.26 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED
BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND
BCDL=2,5 PSF.
DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD.
SHIM ALL SUPPORTS TO SOLID BEARING.
0-8-7 8-8-6
R=125 U=180 �8-3-15 0-11-5
R=23 U=180 8-1-2 —Y-
4
W 2 X 4(A1)
1�p
1-0-0 Over 3_Supports
R=289 U=239 W=3.5"
PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.54 FL 3 - R - Scale =.375" Ft.
*"WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TIC L L 20.0 P S F R E F R151-368
BRACING. REFER T?UH (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE
INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIpR TO
PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED � TIC DL 7.O P S F DATE O4/OB/O2
STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIC[NG. +
"IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED VV •.�/ BC DL 5.0 PSF DRW HCUSR151 02098032
PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; AN'' FAILURE TO f3 ���� �
ALPINE BRACINGTEL
BUILD HOfTTRUSSESIN fONHORMDESIGNICONFORMSTH OR F WITNAAPPLICAB I CAT IBLE PROVDIS[ONSSOFPNDSG(NANiONALIDE_NG AGW ± ���CCC���4 r�
BC LL 10.0 P S F HC
M N M/MMA
SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE t f #
CII NEC,T ORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CGNNECTJRS TG =p�� ^C + TOT.LD 42.0 P S F S E O N - 12613
EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNEC(ORS PER f�(t OF
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGP,f•�v! D U R.FAC 1.25 F ROM K E N
AIPIIIC E'rig1I1CC1'C(I Iir uctS,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY IN I,1E JF THIS id '' �R10,. `� fff�!
Ilalne5 City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OF IGNER, PER ,q,*
p�,� ,' SPACING 2 4.0"
FL Certificate ofAuthotization#567 INS ILTP1 1 1U55 YECnGN 2. APD �cy}�N��,,.✓
ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT', ENCLOSED, I = 1.00, EXPOSURE C
�( GABLEXVERTICAL BRACE NO (1) 1X4 'I" BRACE • (1) 2X4 "L" BRACE + (2) 2X4 "L" BRACE - (1) 2X6 "L" BRACE • (2) 2X6 '1," BRACE •y
w SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP H GROUP A GROUP B
SPF 1 2 3' 7" 6' 3" 6' 5" 7' 4" 7' 7" 8' 9" 9' 0" 11' 7" 11' 11" 13' 9" 14' 0" BRACING GROUP SPECIES AND GRADES:
#3 3' 6" 5' 5" 5' 5" 7' 2" 7' 2" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9" GROUP A:
H L, STUD 3' 6" 5' 4" 5' 4" 7' 1" 7' 1" 8' 9" 8' 9" 11' 1" 11' 1" 13' 9" 13' 9° SPRUCE-PINE-FIR HEM-FIR
W ® 1 11 STANDARD 3' 6" 4' 7" 4' 7" 6' 1" 6' 1" 8' 2" 8" 2" 9' 6" 9' 6" 12" 11" 12' 11" 1 2 STANDARD #2 STUD
I- 1 3' il" 6' 3" 6' 8" 7' 4" 7' I1" 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14 0 1 #3 STUD 3 STANDARD
SP #2 3' 10" 6' 3" 6' 8" 7' 4" 7' 11 8' 9" 9' 6" 11' 7" 12' 6" 13' 9" 14' 0"
r-� #3 3' 8" 5' 6" 5' 6" 7' 4" 7' 4" 8' 9" 9' 3" 11' 5" 11' 5" 13' 9" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE
DFL STUD 3' 8" 5' 6" 5' 6" 7' 3" 7' 3" 8' 9" 9' 3" 11' 3" 11' 3" 13' 9" 14' 0" 3413
r STUD STUD
�./ STANDARD 3' 7" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 2" 13' 2" STANDARD STANDARD
1 2 4' 1" 7' 1" 7' 4" 8' 5" 8' 8" 10' 1" 10' 4" 13' 3" 13' 7" 14' 0" 14' 0"
S P F #3 4' 0" 6' 7" 6' 7'' 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 1 14' 0" 14' 0"
(moi STUD 4' 0" 6' 7" 6' 7" 8' 5" 8' 5" 10' 1" 10' 1" 13' 3" 13' 3" 14' 0" 14" 0"
W ® HF STANDARD 4' 0" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 8" 11' 8" 14' 0" 14' 0" GROUP B:
1 4' 6" 7' 1" 7' 8" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" HEM-FIR
SP #2 4' S" 7' 1" 7' 8" 8' S" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" 1 8, BTR
1
w #3 4' 3" 6' 9" 6' 9" 8' 5" 8' 11" 10' 1" 10' 7" 13' 3" 13' 11" 14' 0" 14' 0"
'I DFL STUD 4' 3" 6' 9" 6' 9" 8' 5" 8' 10" 10' 1" 10' 7" 13' 3" 13' 9" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH
STANDARD 4' 1" 5' 10" 5' 10" 7' 8" 7' 8" 10' 1" 10' 3" 11' 11" 11' 11" 14' 0" 14' 0" -
1 2 4' 7" 7' 10" 8' 1" 9' 3" 9' 6" 11' 1" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" 2 2
SPF #3 4' 5" 7' 8" 7' 8" 9' 3" 9' 3" 11' 1 11' 1" 14' 0" 14' 0" 14' 0" 14 0"
lJ HF STUD 4' 5" 7' 7" 7' 7" 9' 3" 9' 3" 11, 1" 11' 1" 14' 0" 14' 0" 14' 0" 14' 0"
® STANDARD 4' 5" 6' 7" 6' 7" 8' 8" $' 8" 11' 1" 1_1' i" 13' 5" 13' 5" 14' 0" 14' 0"
GABLE TRUSS DETAIL NOTES:
✓ti 1 5' 0" 7' 10" 8' 5" 9' 3" 10' 0" 11' 1" 11' 11" 14' 0" 14' 0" 14' 0" 14' Q"
d S P #2 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 11' l" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240.
#3 4' 8" 7' 10" 7' 10" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 105 PLF OVER
r--I DFL STUD 4' 8" 7' 9" 7' 9" 9' 3" 9' 9" 11' 1" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD).
1_7STNDARD 4' 7" 6' 8" 1 6' 8" 8' 10" 8' 10' 11' 1" 11' 5" 13' 9" 13' 9" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0"
AHO T, OUTLOORERS WITH 2' 0" OVERHANG, OR 12"
+ PLYWOOD OVERHANG.
GABLE TRUSS ATTACH EACH "L" BRACE WITH 10d NAILS.
2X4 #2N OR BETTER * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C.
DIAGONAL BRACE OPTION: T + IN 18" END ZONES AND 4' O.C. BETWEEN ZONES.
VERTICAL LENGTH MAY BE 18" +R 'k*FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C.
DOUBLED WHEN DIAGONAL L + IN 18" END ZONES AND 6" O.C. BETWEEN ZONES.
BRACE 13 USED. CONNECT "L"
DIAGONAL BRACE FOR 740# BRACE 'L" BRACING MUST BE A MINIMUM OF 809. OF WEB
MEMBER LENGTH.
AT EACH END. MAX WEB
TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES
2X4 SP OR DF-L STUD r VERTICAL LENGTH NO SPLICE
OR #3, SPF #1/#2, H-F #2 18" * LESS THAN 4' 0" 1X4 OR 2X3
VERTICAL LENGTH SHOWN OR BETTER DIAGONAL + +
IN TABLE ABOVE. BRACE; SINGLE OR + GREATER THAN 4' 0", BUT 2X4
Fl p LESS THAN I1' 6"
DOUBLE CUT (AS SHOWN) GREATER THAN 11' 6" 2.5X4
AT UPPER END. CONTINUOUS BEARIN
+ REFER TO COMMON TRUSS DESIGN FOR
PERE, SPLICE. AND HEEL PLATES.
CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH.
MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING A10015E
--WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, .. REF ASCE?-98—GAB12015
INSTALLING AND BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
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, 'F DATE 09/10/01
TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL PLW
HAVE A PROPERLY ATTACHED RIGID CEILING,
.-IMPORTANTA- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DRWG A12015EC0901—ENG
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS: C•
ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, f
HANDLING. SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 471
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA s7,7L• p� * = X. TOT. LD. 60 PSF
ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF .� OIATE OF
ALPINE ENGINEERED PRODUCT'S,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER =4f .� P�.•
POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL z��1 •.�QA1Q
SUITABIENGINEELING TY AND RESPONSIBILITY
THISSCOMPON NLELY T FOR ANY PARTHE TRUSS TICULAR DESIGN BUILDING IS THE TIk, 1XZ
•G`�
RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ARF o r�ED EN MAX. SPACING 24.0
2x6
REINFORCING
GABLE DETAIL
GABLE VERTICAL PLATE SIZES MEMBER
AB UT + FOR LET-IN VERTICALS VERTICAL LENGTH PLATE IF PLATES OR
BETWEEN CHORDS SIZE OVERLAPS MEMBER
LESS THAN 4' 0" 1X4 OR 2X3 2X8
GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL
LESS THAN 11' 6"
GREATER THAN 11' 6" 2.5X4 2.5X8 /
+@ REFER TO ENGINEERED TRUSS DESIGN FOR PEAK,
SPLICE, WEB AND HEEL PLATES.
a 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 "1," BRACE, GROUP A, OBTAINED FROM THE
GABLE VERTICAL + APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR
2X4 2}{g
LENGTH SBCCI WIND LOAD.
TYP.
MAXIMUM ALLOWABLE "'I" REINFORCED GABLE VERTICAL
LENGTH IS 14' FROM TOP TO BOTTOM CHORD.
EB LENGTH INCREASE W/ "T" BRACE
WIND SPEED "T" REINF. SBCCI ASCE
AND MRH MBR. SIZE
110 MPH 2x4 10 % 10 7
+ 15 FT 2x6 40 % 50 %
110 MPH 2x4 10 7 10 7
30 FT 2x6 50 % 50 %
100 MPH 2x4 10 7 10 7
15 FT 2x6 30 % 50 %
PN 100 MPH 2x4 10 7 10 %
rl 30 FT 2x6 40 7 40 %
+ + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 20 % 10 715 FT 2x6 20 7. 40 7.
RIGID SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 7 10 7
HAND DRIVEN NAILS: 30 FT 2x6 30 7 50 %
4 TOE ALIS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 7 20 Z
AND BOTTOM CHORD. 15 FT 2x6 10 % 30 %
T GUN DRIVEN NAILS - 0.131" X 3 80 MPH 2x4 20 7. 10 7
REINFORCING-, TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 7 40 7
MEMBER
THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE 70 MPH 2x4 0 % 20 %
OR SBCCI WIND LOAD. 15 FT 2x6 0 % 20 %
GABLE TOENAILS
ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 7. 1 20 %
7. 30 7.
TRUSS",, SPACED AT A11015EN0699, A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 30 FT 2x6 10
4" O.C. A11030EN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 EXAMPLE:
ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH
A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 MEAN ROOF HEIGHT = 30 FT
A13030ECO901, A12030EC0901, A11030EC0901, A10030EC09O1, A08530ECO901 GABLE VERTICAL = 24" O.C. SP #3
SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4
511015EN0699, 510015EN0699, S09015EN0699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 107. = 1.10
S11030EN0699, S10030EN0699, S09030EN0699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7"
4 TOE AILS MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH
SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3"
CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE
VERTICAL LENGTH.
THIS DRAWI.NG 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 TONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DATE 10/24/01
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALLT
HAVE A PROPERLY ATTACHED RIGID CEILING. a
--IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE r . ,tIFICq • DRWG GBLLETIN1001
ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS _ E
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATINu, -ENG DLJ KAR
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH x • r W4
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE * j
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF FOGAA
ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF fn t IAX TOT. LD. 60 P SF
ALPINE EERPRODUCTS,INCAND, UNLESS
OTHERWISE LOCATED THIS DESIGN, POSITION
CONNECTORS PER
POMPANO BEACH,FLORIDA . DRAWINGS 160AZHE SEALON THIS DRAWING INDICATES ACCEPTANCEOFPROFSSSSIONAL �O� • �4E........
.E..�PU•`.4-�
UR. FAC. ANY
ENGINEERING RESPONSIBILITY SOLELY
R TRUSS
COMPONENT
DESIGN
N. THE
SUITABILITY AND IT S COMPONENT FOR ANYPARTICULARBUILDING IS Apr
RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. IMAX SPACING 24.0
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. ++ `1
t
++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. r12
+++ 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE
48" OC MAXIMUM. OR 3X6 TRULOX 4
t
* 8/12 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. 4 + 12
tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS t 4 �*
DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT +
SHOWN. t
11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE 4
ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO
EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND
TRULOX PLATE REQUIREMENTS.
TOP CHORD FILLER DETAIL 4
EXTENDED TOP CHORD FILLER DETAIL 4
t ++ t
PIGGYBACK PLATE **
OR 3X6 TRULOX 4
4 t
t
4
ft +++ 6-0-0 6-0-0
TYP.
TYP.
TYP. * *
t * t 4
4 +
+ 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
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719) FOR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, �r+N TC DL MAX 15 PSF DATE 06/25/99
TOPCHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ,/�,`
HAVE A PROPERLY ATTACHED RIGID CEILING. �• V�t'•••••. r C DL MAX 10 PSF DRWG TCFILLER0699
*-IMPORTANT-• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINL �'fI
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS •� C
ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, :C' LL 0 PSF —ENG SJP/KAR
7
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 1+ _ N&4�
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE ,► '�' LD. MAX 55 PSF
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 206A 1 S
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STA fc Q
ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL C/'••.! oFt R. FAC. 1.15 OR 1.33
POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE *• {S \
SUITABILITYAND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE �ll• pED ENG SPACING 24.0
RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. L _Au
--- Vit-- --- - -- --- - ---- --- - - --- 1 1-- ' J_ 11--
BOTTOM CHORD FILLED DETAIL
* OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX
SIZES (1X3 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")X1.375" 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# 1095 1.5" X 3.5" 9 8 7 7 6
SPRUCE-PINE-FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6
SOUTHERN PINE DENSE 3465# 1 1791 1.5" X 3.5" 12 1 11 L 10 9 8
SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7
SOUTHERN PINE NON-DENSE 2520# 1343 1.5" X 3.5" 9 8 7 7 6
+ ** *X12
**4 ++ 4 ++
MAX+ 3X8 TRULOX18 MAX4 ** 4LOX
2X8 WEDGE ** * **
(2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE
THIS DRAINING REPLACES DRAWINGS A115 A115/R & 884,132
--WARNING-■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF FDRWG
F BC FILLER
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
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, ,.,,, TC DL - PSF TE 06/25/99
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL '
HAVE A PROPERLY ATTACHED RIGID CEILING.
_ ■ IMPORTANT-* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE :. � C DL 10.0 PSF BCFILLER0699ALPINE ENGINEERED PRODUCTS, ]NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIStIFIC . LL - PSFNG DLJ/KAR
DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING,
HANDING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH t
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE t • t SND. T T. LD. - PSF
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 201,A ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF p r}a
ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER I l•
POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ?CO•f.,/prOR,QP.t R.FAC.1.0/1.15/1.25/1.33
ENGINEERING THE TRUSSDESIGN
SUITABILITY AND P<°SE OF IT IS SOLELY
C❑PONEONT FOR ANY P ROTICUULART BUILDING ISO THE THE
RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTIDN 2. t �G PACING 24.0
BOTTOM CHORD FILLER Rh-rt,.-
RECOMMENDED REPAIR PROCEDURE
I. MEASURE DISTANCE FOR NEW LENGTH OF FILLER, MAXIMUM BOTTOM CHORD LOALi
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 #3.
NAILS 0.131" DIA, x 3.0" OR LARGER, (I.E. 10d OR ++ FIELD APPLIED FILLER,
16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO
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.
ITFILLER --------141 BC
+
+
4,
0"
OC MAX LENGTH TO TRIM FILLER
FIELD APPLIED FILLER MUST BE SPF #3
OR BETTER.
EXISTING FILLER
THIS DRAWING REPLACES DRAWING 962,767
**WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING,
INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PURLISHFI) REF BC FILLER REP--
BY IN (TRUSS PLATE INSTITUTE, 583 D'ONOFRJO DR, SUITE 200, MADISON, WT. 53719) f OR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, DATE 06/25/99
TOP CHORD SHALL HAVE PROPERLY ATTACHED MASTRUCTURAL PANELS AND BOTTOM CHORD SHSHALLO,
HAVE A PROPERLY ATTACHED RIGID CEILING, DRWG REPBCFIL0699
*.IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALONE
G
EN INEERED PRODUCTS, INC. SHALL NOT HE RESPONSIBLE FOR ANY DEVIATION ROM THIS
DESIGN; ANY FAILURE TO BUILD➢THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, -ENG MLH/KAR
ALPINE HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED By rK
7� 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
NE ENG NEERED PRODWTS,INC. TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER
11
-",BEACH,FLORIDA DRAWINGS i66SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PREFEISIONA�L
EERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TPE
ENGIN .
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE
RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1-1995 SECTION 2,
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. T-BRACE
APPLY TO EITHER SIDE OF WEB
NARROW FACE OR
ATTACH WITH 16d NAILS AT 6" O.C. L-BRACE
NOTES: BRACE IS A MINIMUM 807 OF WEB
MEMBER LENGTH
THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED
CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB
BRACING.
ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.
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 1 ROW 2X4 1-2X4
2X3 OR 2X4 2 ROWS 2X6 2-2X4
2X6 1 ROW 2X4 1-2X6 SCAB BRACING:
2X6 2 ROWS 2X6 2-2X4(*)
2X8 1 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
BRACE 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.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF CLB SUBST'
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) F-OR
SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, _..W r TIC DL PSF DATE 06/25/99
TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL
HAVE A PROPERLY ATTACHED RIGID CEILING. �7�L•••••. r C DL PSF DRWG BRCLBSUB0699
+.IMPORTANT•■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE IFI
ENGINEERED PR➢DUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS •(�
ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, j •V LL PSF —ENG MLH/KAR
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE S T. '�}}
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA 1.�•� ! _�' T. LD. PSF
7ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF s '� STATC'OF
ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 74Y`1
POMPANO BEACH,FLORIDA ENGINDRAWIEERING NGS ORESPONSIBIL TAY OLELYL ON I SFOR ATHE WINGTRUSINICATESS COMPONENT DESIGNACCEPTANCE O SHOWN.ESTHONAL 9/h• fir. ... UR. FAC.
SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE rFR, p EN6\ SPACING
RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2.
_ __ 1— -- -- 1— — . '' — '11----- I— --- _ ll.— --'— —
ASCE 7-93: 110 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.05, EXPOSURE C
2X4 BRACE (1) 1X4 'L" BRACE • (1) 2X4 "L"' BRACE - (2) 2X4 'L" BRACE - (I) 2X6 "L" BRACE - (2) 2X6 'L" BRACE -
GABLE VERTICAL NO
SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B
1 2 3' 2" 5' 6" 5' 8" 6' 6" 6' 9" 7' 10 8' 0" 10' 3" 10' 7" 12' 3" 12' 7" BRACING GROUP SPECIES AND GRADES:
SPF #3 3' 1" 4' 5" 4' 5" 5' 10 5' 10 7' 10 7' 10" 9' 1" 9' 1" 12' 3" 12' 3" GROUP A:
T�F STUD 3' 1" 4' 7' 10" 7' 10" 9' 1" 9' 1" 12' 3" 12 3"
W ® 11 STANDARD 2' 11 3' 9" 3' 9" 5' 0" 5' 0" 6' 9. 6' 9" 7' 10" 7' 10" 10' 7•' 10' 7" SPRUCE-PINE-FIR HEM-FIR
1 2 STANDARD 2 STUD
1 3' 6" 5' 6" 5' 11" 6' 6" 1 7' 0" 7' 10" 8' 5" 10' 3" 11' 1" 12' 3" 13' 2" 1 #3 Brun 3 STANDRD
sP #2 3' 5" 5' 6" 5' 11" 6' 6" 7' 0" 7' 10" 8' 5" 10' 3" 11' 1" 12' 3" 13' 2"
F--� #3 3' 3" 4' 6" 4' 6" 6' 0" 6' 0" 7' 10" 8' 1" 9' 4" 9' 4" 12' 3" 12' 8" DOUGLAS FIR-LARCH SOUTHERN PINE
CQ DFL STUD 3' 3" 4' 6" 4' 6" 5' 11" 5' 11" 7' 10" 8' 0" 9' 3" 9' 3" 12' 3" 12' 6" 3 3
STUD
STANDARD 3' 0" 3' 10" 3' 10" 5' 1" 5' 1" 6' 11" 6' 11.1 8' 0" 8' O" 10' 10" 10' 10" STANDARD STANDARD
i-- 1 2 _T_8" 6' 4" 6' 6" 7' 6" 7' 8" 8' 11" 9' 2" 11. 9" 12' 1" 14' 0" 14' 0"
sPF #3 3' 7" 5' 5" 5' 5" 7' 2" 7' 2" 8' 11" 8' 11" 11' 2" 11' 2" 14' 0" 14' 0"
HF STUD 3' 7" 5' 5" 5' 5" 7' 2" 7' 2" 8' 11" 8, 11" 11. 1" 11' 1" 1 14' 0" 14' 0" GROUP B:
W ® STANDARD 3' 7" 4' 8" 4' 8" 6' 2" 6' 2" 8' 3" 8' 3" 9. 7" 9' 7" 12' 11" 12' 11"
14' 0" 6' 4" 6' 10" T 6" 8' 1" 8" 11'" 9' 7" 11' 9" 12' 8" 14' 0" 14' 0' HEM-FIR
1 & BTR
s P #2 3' 11" 6' 4" 6' 10" 7' 6" 8' 1" 8' 11" 9' 7" 11. 9" 12' 8" 14' 0" 14' 0" 1
w #3 3' 9" 5' 7" 5' 7" 7' 4" 7' 4" 8' 11" 9' 5" 11' 5" 11' 5" 14' 0" 14' 0"
.-i
DFLI STUD 3' 9" 5' 6" 5' 6" 7' 3" 7' 3" 8' 11 9' 5" 11. 4" 11' 4" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH
STANDARD 3' 8" 4' 9" 4' 9" 6' 3" 6' 3" 8' 5" 8' 5" 9' 9" 9' 9" 13' 3" 13' 3"
1 2 4' 0" 6' 11" 7' 2" 8' 3" 8' 6" 9' 10" 10' 1" 12' 11" 13' 4" 14' 0" 14' 0" 2 2
S P F #3 3' 11" 6' 3" 6' 3" 8' 3" 8' 3" 9' 10" 910" 12' 11" 12' 11" 14' 0" 14' 0"
HF STUD 3' 11" 6' 3" 6' 3" 8' 3" 8' 3" 9' 10" 9' 10" 12' 10" 12' 10" 14' 0" 14' 0"
Q 1 4 STANDARD 3' 11" 5' 4" 5' 4" 7' 1" 7' 1" 9' 6" 9' 6" 11' 1" 11' 1" 14' 0" 14' 0
GABLE TRUSS DETAIL NOTES:
1 4' 5" 6' 11" 7' 6" 8' 3" 8' 11" 9' 10" 10' 7" 12' 11" 13' 11" 14' 0" 14' 0"
s p #2 4' 4" 6' 11" 7' 6" 8' 3" e' 11" 9' 10" 10' 7" 12' 11" 13' 11" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240.
#3 4' 2" 6' 5" 6' 5" 8' 3" 8' 6" 9' 10" 10' 4" 12' 11" 13' 3" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 160 PLF OVER
rl DFL STUD 4' 2" 6' 4" 6' 4" 8' 3" 8' 5" 9' 10' 10' 4" 12' 11" 13' 1" 14' O" 14' O" CONTINUOUS BEARING (5 PSF TC DEAD LOAD)
STANDARD 1 4' 0" 1 5' 6" 5' 6" 7' 3" 7' 3" 1 9' 9" 1 9' 9" 11' 4" 11' 4" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0"
SYMMI�• OUTLOOKERS WITH 2' 0" OVERHANG, OR 12"
ABOUT'I'Y, PLYWOOD OVERHANG.
GABLE TRUSS ATTACH EACH "L" BRACE WITH IOd NAILS.
FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C.
ZX4 //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 18•• * IN 18" END ZONES AND 6" O,C. BETWEEN 20NES.
DOUBLED WHEN DIAGONAL
BRACE IS USED. CONNECT
+ 'L" BRACING MUST BE A MINIMUM OF 80% OF WEB
DIAGONAL BRACE FOR 980# BRACE t MEMBER LENGTH.
AT EACH END. MAX WEB **
TOTAL LENGTH IS 14'. J GABLE VERTICAL PLATE SIZES
2X4 SP OR TI
T VERTICAL LENGTH NO SPLICE
DF-L �2 OR I
LESS THAN 4' 0" JIX4 OR 2X3
VERTICAL LENGTH SHOWN BETTER DIAGONAL IS * GREATER THAN 4' 0", BUT
IN TABLE ABOVE. 1ABRACE; SINGLE L 1 + + + LESS THAN 11' 6" 2X4
OR DOUBLE 'I F1
CUT (AS SHOWN) GREATER THAN 11' 6" 2.5X4
AT UPPER END ONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR
PEAK, SPLICE. AND HEEL PLATES.
CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH.
MIDPOINT OF VERTICAL WEB,
THIS DRAWING REPLACES DRAWINGS A11030E & GE-003
..WARNING.*
TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF ASCE-GABI1030
INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED
BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FDR
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.
•IMPORTANT-• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE .••••••.'T DRWG A11030EN0699
ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS R'(IFIC,q•
ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRIC',TING, —ENG
HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES.
DESIGN CONFORMS WITH
APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THF: f♦ t !•Q1
AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Or 20GA * 1X. TOT. LD. 60 PSF
ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE ❑F ;A.:
ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i�:� NATE OF
POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONALENGINEEC •,•/C �.
SUITABILITNG Y AND PURSE IOF ITY T IS DLELY COMPD ENT FOR ANY THE PARTTICUULARTBUILDING ISESIGN pTHE N. THE S1sjc'1OR1�`,,• \
RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. S- EP� AN. SPACING 24.0
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
j � ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 03-00026979 Date 9��3
Property Address . . . . . . 1335 MAIN ST
Application description . . . TREE PERMIT
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . , . . 0
Owner Contractor
-- ---------- ----- ---- - - - --- ----------------- - ---
BESTCON, INC .
1484 LAUREL WAY
ATLANTIC BEACH FL 32233
(904) 246-3747
------------------------------------------------- -- ------------- ---- --------
Permit . . . . . . TREE PERMIT
Additional desc .
Permit Fee . . . . . 00 Plan Check Fee . 00
Issue Date . . . . 9/26/03 Valuation . . . . 0
----------------- ------------------------------- ----------------------------
Special Notes and Comments
REMOVE 39" OF OAK AND 10" OF PINE TO BE
MITIGATED EITHER ON SITE OR BY PAYMENT
INTO THE TREE FUND.
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 OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN
RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS
WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
BUILDING OFFICIAL
MINUTES OF
TREE CONSERVATION BOARD
May 22,2002
A regular meeting of the Tree Conservation Board was held Wednesday,May 22,2002,in the City Hall
Conference Room. Present were Joan McCloud,Barbara Mears,William Permenter,Maureen
Shaughnessy, Building Official Don Ford and Susan Dunham.
1. Call to Order
The meeting was called to order at 7:07 p.m.
2. Recognition of Visitors
None.
3. Approval of Minutes of Meeting of April 24,2002
A motion was made by Board Member Shaughnessy,seconded by Board Member Permenter and
unanimously carried to approve the Minutes of the Tree Conservation Board meeting of April 24,
2002.
4. Old Business
None.
5. New Business
A. Tree Removal Applications:
1) Lot 3;Bl .227 '9idi6tt Ht Mr. Paul Nichols of Bestcon,Inc., introduced himself. He advised the
Boardthat he would like to remove the trees in the driveway,which he failed to indicate on the survey.
Mr.Nichols outlined the trees he would like to use for mitigation and requested that he be allowed to make
up the deficiency by either planting trees or paying into the Tree Fund.
A motion was made by Board Member Shaughnessy,seconded by Board Member Permenter and
unanimously carried to approve the application and to direct the Building Official to issue a permit
for the removal of 39" of oak and 10"of pine to be mitigated either on site or by payment into the
Tree Fund. ,
2) Lot 5, Block 227, Section H: Mr. Paul Nichols advised the Board of corrections to the survey.
A motion was made by Board Member Shaughnessy,seconded by Board Member Permenter and
unanimously carried to approve the application and to direct the Building Official to issue a permit
for the removal of 22" of magnolia and 34" of oak,to be mitigated on site with 11" of hardwood and
17" of oak.
3) Lot 6,Block 227, Section H: Mr. Nichols advised the Board of the trees he would like to use for
mitigation and requested that he be allowed to plant additional trees to meet the mitigation requirements.
A motion was made by Board Member Permenter,seconded by Board Member Shaughnessy and
unanimously carried to approve the application and to direct the Building Official to issue a permit
for the removal of 49" of oak,45" of pine and 22" of hardwood to be mitigated with 22" of oak on
site,3" of oak to be planted,21" of hardwood on site,and 13" of pine to be planted.
r-
, "�
k
T y OF ATLANTIC BEACH e j�.
TREE REMOVAL APPLICATION
Z
AA^•n'
All pplications must be submitted with seven (7) copies and received by 5 PM ori'�tfie,Vr �ten..,,.
i (1 U) clays prior to the scheduled meeting in order to be placed on the agenda.
1NCOIbD'LETE APPLICATIONS OR INACCIMATELY MARKED 51TES
WILL NOT BE PROCESSED.
• �� a. ry,��„�.,t A.a` 3 .A� 9����
APPLICANT NAME ADDRESS
�� ,b� TELEPHONE
k
2.
.ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE
3. REASON FOR PROPOSED TREE REMOVAL , ,; ,
{ r .° iA
4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES ONO ❑ NOT SURE
5. PROPERTY ZONING: 0- SIDENTIAL ❑ COMMERCIAL
6. LIST TREES PROPOSED FOR REMOVAL:
DUMETER DIAMETER
SPECIES INTERIOR EXTERIOR .0' TI r. TION
')l-k ` . 6 t•r V
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
determined by adding together the diameter of each trunk as measured immediateiy above the
forks.
i
CTA T Y OF ATLANTIC BEACH
I
TREE MOVAL A PPLWA.TION rI
All aoolications must be submitted with seven Q dies and received by 5 PM on the Fddgy ten ,
i l U) days prior to the scheduled meeting in order to be placed on the agenda.
*IN COMYL]ETE APPLICATIONS OR INACCURATELY hjARKED SITES
WILL NOT BE PROCESSED.
APPLICANT NAME�--fADDRESS TELEPHONE
2.
.µ
ADDRES `Lt-GAL DESCRIPTION OF TREE REMOVAL SITE
r
3.REASON FOR PROPOSED TREE REMOVAL.
z f
r '
4. HAS TI-SITE BEEN TO THE TREE BOARD BEFORE? ❑yEs ❑ NO ❑ NOT SURE
5. PROPERTY ZONING: ❑RESIDENTL J, ❑ COMMERCIAL
6. LIST TREES PROPOSED FOR REMOVAL:
SPECIES DMETER DIAMETER MITIGATION
Ui TERIOR EXTERIOR
f.
jq
t �
i
K
*
Diameter at Breast Height(]D.B.H.)is measured at 4.5 fee bove grade. To accur determin
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 deteraninatioin of interior and exterior zones.
7. SITE PLAN/TREE 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 14eight of six inches or mofe.
d) Tree species and sizes.
e) Trees to be removed should be clearly marked with an."K".
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 "O'°
h) Location of utilities and easements as applicable.
I) Location of trees to be preserved on-site with barricading noted.
8. ON-SITE RLi Q UIRElEI@ TS;
a) All trees identified for removal MST be marked on-site by REIN 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 corners must be marked by stakes or paint indicating the Lot
9. INCOMELETE APPLICATIONS OXI1idACCURA.TELY hjARICED SITES
WILL NOT BE-PROCESSED,
I HEREBY AGREE TO COWLY 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.
Applicant's Signature Date U
dwner's SCA azure Dat
CITY USE ONLY:
Tree Conservation Board Chairperson Date
D� w
MAP SHOWING PLOT PLAN OF LOT 3, BLOCK 227,
AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH
AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FOR: BESTCON. INC.
BEARING REFERENCE: NO1'22'00"W FOR THE EASTERLY R/W LINE FOR MAIN STREET,
B L 0 C K 2 2 8
L O T 2 L O T 3 L O T 4
S01 "22'00"E00
x("�
(L6 4471) (15")
f--50. 0 V'
TREE LEGEND
TRUNK SIZE SHOWN B L f' O C K2 2 7
THUS: (18') /'r`y`e (12")
� OAK
C 13RL
SWEET GUM O f Pnno 0
MAGNOLIA 26.9' ^�
• ',�f
14")
BAY N (12") 0
`` r
PINE T �(2 ") J O TRIP E(26")
In 7.5'
w j A o u N jm >
Ii'
w ~ 0 7.5' 9 (n -�..8,(D„> 9.D' j n 1-
W ^ 0 T (16") TRIPLE �9 0
(L' Q ( 12"Q') � w1P 2.0'
}�- 3 0 (Q ' O TRIP E 40') '(Qn 0
tL 'n Q �12�1o, N lrj,) ;!
x 0 0 ! o i0 N (L m
It 2 00
00
r- Z L W
� ^ O' RL
(6..
(n v o n? l7
RiVE G�
Jtv ...4” 4 (S
120.00' ``') N01 '2 '00 W
O(�, OH-011 OH
UTILITY 5 V. V CONCRETE CATCH
POLE --
EDGE OF PAVEMENT
MAIN STREET
(50' RIGHT OF WAY)
NOTE: THE IAT SURVEYED HEREON APPEARS TO UE WITHIN FLOOD
ZONES X. AS SCALED FROM THE FLOOD INSURANCE RATE
MAPS, COMMUNITY PANEL NO. 120075 - 00010 DATED 4-17-89. PREPARED BY:
DATE MARCH 27 2002. CIARSON AND ASSOCIATES, INC.
PROFFESIONAL LAND SURVEYORS
SCALE-.- l" = 20' 1643 NALDO AVENUE,
FIELD BOOK 624 PAGES 64-68 JACKSONVILLE, FL.. 32207
677 9.10.21