Permits 935 Main St (vault) JOB ADDRESS -� T YPE W®� IK
—I
PROPERTY O TELEPHONE 2V 7�7y-'
CONTRA
CTo�. TEL PH®1vE
PERWT NUMBER f SzZ DATE q-17 �
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LVSULATION /
F17VVALBUILDI2VG
CERIMCAT E OF OCCUPANCY
ELECTRICAL PERMIT# l q o 8 O
INSPECTIONS ROUGH
FBVAL /
MECH3ANIC4L PERMIT#
INSPECTIONS ROUGH i; V
FINAL /-/ - D c
PLUMBRVG PERAIM
EVSPEC77ONS ROUGH/UNDER SLAB 0
TOPOUT Ilea
WATER/SENER
FINAL
NOTES:
CITY OF ATLANTIC BEACH
` 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
>, INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00029349 Date 12/07/04
Property Address . . . . . . 935 MAIN ST
Tenant nbr, name . . . . . . 6 ' WOOD FENCE
Application description . . . FENCE PERMIT
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 1200
Owner Contractor
---- ------------ -------- ------------------------
GRANT, ELLEN & DANA 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
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
BUJLDING CODES
k d. k
B
Cc:
rLy; CITY OF ATLANTIC BEACH D. Ford
BUILDING / ZONING DEPARTMENT L. Higgins
800 Seminole Road oerr
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
PLAN REVIEW COMMENTS
Permit Application # 04 - 29 _L±9
Property Address: --s 5 " A t .4 S-1
Applicant: (Zzk"-r -F--- L-,�
Project: T—E" E
This per application has been:
Approved
1 51
eviewed and the following items need attention:
Please re-submit your app ' tion when these item
Reviewed By: �l Date:
CITY OF ATLANTIC BEACH
' FENCE PERMIT APPLICATION
Date:
Job Address:
Owner's Name:
Address: //V V Phone: q 7~ 17 7
Legal Description: Block Number: Lot Number: Zoning District:
Fence Contractor:
Address: Phone:
City: State: Zip: Fax:
Type of fence and materials to be used:
Z.
i1 d� cifba-ck , Nvf aCrasS F��,�f
Valuation Of Fence: t�(� Interior Lot ❑ Comer Lot ❑Dumpy it or storage tank enclosure
Is approval of Homeowner's Association or other private entity required? mit with this application.
Tree Protection: MINO. Applicant certifies that no tree fence.
❑YES. Removal of Protected " VAL PERMIT IS
REQUIRED. Trek 'on Board,which
meets two times eac
oc`_
Procedure: In order to expedite issuance of perm► ` as appropriate.
Incomplete applications may result in delay in issuan
1. Attach copy of property survey showing loca `� the proposed
fence. (Fences shall not be placed within any ion from the
Utility andlor Public Works Departments. Fenc,
Address and contact information of person to receive all corresp, _use print).
Name:
Mailing Address: / t(J �Y?C . / 3 J t�
Phone: Z Fax: E-Mail: Cl Ll
/9 0/ , C6M
800 Seminole Road •Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us
Page 1 Revised 3/04/04
s
CITY OF ATLANTIC BEACH
OWNER/BUILDER AFFIDAVIT
Date:
Job Address: ✓ �� �
CHAPTER 489,FLORIDA STATUTES,PART I "CONSTRUCTION CONTRACTING"REQUIRES OWNEWBUILDER TO
ACKNOWLEDGE THE LAW:
DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES:
STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE
APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE
OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A
LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE—
OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A
COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND
OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE
BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME
THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE
AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO
THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT
PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL
LICENSING ORDINANCES.
ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL
OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK(EXCEPT MAINTENANCE UNDER$2,000)BE UNDER A
BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY
PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE
UNDER"DIRECT SUPERVISION OF THE OWNER,WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN
PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS.
SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT
SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE
POLICY TO CLEARLY PROTECT THE OWNER. OWNERS HIRING WORKERS BECOME EMPLOYERS AND
SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS
THEY EMPLOY ON THEIR IMPROVEMENT TRADES.
UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING
SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS
NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR
THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR.
TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT.
I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I
COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-B DER ERMIT.
YVONNE M.C/LLVERtEY /
s ,;E MY COMMISSION#DD 342192
: ,'= EXPIRES:July 29,2009
tlG�(I BM4&d n"'N0twy Pubk Wwwftm PROPERTY bWiqMBuiLDER
d
SWORN TO AND SUBSCRIBED BEFORE ME THISc DAY OF 1),fCem 1 20O
z
N TARY PUBLIC
; COMMISSION EXt S:
NOTE: PHRASES UNDERLINED ABOVE.
MAP SHOWING BOUNDARY SURVEY OF
LO T 3 BLOCK S SHOWN ON MAP OF
5tC9iou " k-tl&u'T1L dEACN
AS RECORDED IN 2.5 BOOK It PAGES 3— OF THE cu¢aSW v la\.\c ccEcOtzOS Oc DU"A\- Lo- ,",L .
CER TIFIED TO: C 41 1
o RA kCIES 1-f. \
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C3l.ocic. 1�0
lb1 -Z I) LoZ 3 \ot 4
Alm RlyCQS
V. V• WOOD \ZYO.�,
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4-''1 Ai U 5'T I EE'T t s6' r\\, -) ^�
7674 ATLANTIC-LINIVERSITY CIRCLE JACKSONVILLE, FLORIDA 32207 904 805-0030 1 FAX 904 805-9888
GENERAL NOTES LEGEND
P.C. POINT OF CURVATURE R RADIUS
(1) BEARINGS SHOWN HEREON ARE BASED ON P.T. POINT OF TANGENCY A or D DELTA (CENTRAL ANGLE)
w.o \S'•to•W-FOR THE E'Lti R\w l.ly` P.R.C. POINT OF REVERSE CURVE NGT'H
p
P.C.C. POINT OF COMPOUND CURVE C or CH CHORD
OF F14141 $'t R!¢-T P.O.C. POINT ON CURVE CH CHORD
LINE RADIAL ING
NO CURVE
2 THIS PROPERTY HAS NOT BEEN ABSTRACTED B.R.L. BUILDING RESTRICTION UNE ��C AIR CONDITIONER
( ) CA CENTER LINE C NC. CONCRETE
FOR EASEMENTS, COVENANTS, RESTRICTIONS R/W RIGHT-OF-WAY 'D. FOUND
O.R.V. OFFICIAL RECORDS VOLUME I.P. IRON PIPE
(3) UNDERGROUND UTILITIES SERVING THIS
PROPERTY HAVE NOT BEEN LOCATED OR
SHOWN
(4) THIS PROPERTY APPEARS TO LIE WITHIN SCALE
FLOOD ZONE "1 AS SCALED FROM
F.E.M.A. FLOOD INSURANCE RATE MAP, PANE NATHAN E. FERRET, FLA. CERT, NO. 5732
liool5'0001D DATED A.\I.g4 DATE OF FIELD SURVEY I LB 6775
F.B. 31-3�PG_,Zt. NOT VALID WITHOUT THE SIGNATURE & ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER ORDER NO. 7004 ' 94Y3
Sec. 24-156. Exceptions to Height Limitations.
Upon specific application, the City Commission may make exceptions to the limitations and restrictions
on Height of Buildings or Structures only within the CL, CPO, CG and CBD, ILW or PUD Zoning
Districts, provided that in any instance wherein such an exception is granted, the City Commission shall
prescribe the maximum allowable Height of the Building or Structures involved.
Sec. 24-157. Allowable Height of Fences and Walls.
(a)Within Required Front Yards,the maximum height of any Fence or wall shall be four(4)feet.
(b) Within Required Side or Rear Yards,the maximum height of any Fence or wall shall be six(6)feet.
(c) On Corner Lots, no fence, wall or Landscaping, exceeding four (4) feet in height, shall be allowed
within ten (10) feet of any Lot Line which abuts a Street, provided however, that clear vehicular and
pedestrian sight distance shall be maintained at any Street intersection.
(d)The height of fences and walls shall be measured from grade to the top of the Fence or wall. Where a
Fence or wall is erected at the junction of properties with varying elevations, the height of the Fence
or wall shall be measured from the side with the lowest elevation. The use of dirt, sand, rocks or
similar materials to elevate the height of a Fence or wall on a mound is prohibited.
(e) The maximum height of retaining walls on any Lot is four (4) feet. A minimum of forty (40) feet
shall separate retaining walls designed to add cumulative height or increase site elevation.
Sec. 24-158. Guardhouses and Security Buildings.
(a) Guardhouse or security Building shall mean any Structure designed, built or used exclusively for the
shelter and on-duty accommodation of persons engaged in the protection, guarding and security of
persons and property.
(b) Upon specific approval of an application for a Building Permit to install, construct or place
guardhouse or security Building and issuance of a Building Permit, a guardhouse or security Building
may be erected, installed, placed or constructed within any Zoning District.
(c) Any person or party desiring to erect, install, place or construct any guardhouse or security Building
shall apply to the Building Official. Such application shall meet all requirements of applications for
Building Permits and shall be accompanied by the Building Permit fee required by the City for
commercial Structures.
(d) Upon receipt of the application and filing fee, the City shall, as soon as practical, either approve and
authorize issuance of the permit, or deny the same. If the permit is authorized, the Building Official
shall issue a Building Permit for the guardhouse or security Building.
(e)No guardhouse or security Building shall be occupied until it has passed all Building inspections and a
Initial Effective Date: January 01,2002 Last amended June 28,2004
as adopted by Ordinance Number 90-01-173 as adopted by Ordinance 90-04-185
75
MAS' SHOWING BOUNDARY SURVEY OF
L 0 r BL OCK ..iL�S SHOWN ON MAP OF
:1ze.1103A IA Bahr-"
AS RECORDED IN BOOK .....ice._ PA GES 34 . OF THE S.t:S-asua3.um Mr-0-abs--or ,bu%J9L Ll;)--�.
CERTIFIED TO: _ C 4�F u l .t!, 3_r y6up, s.tawn Luka 6L zall-1"run
A
go
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C3LactG lug
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MA. IMULItS
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•
M A U 5T TME—r (s(S' MX W-)
. .�m .
III
(JT �1
`ttt rtf
Wevttrtment of 'Nutibing Inspection I
This Certificate issued pursuant to the requirements of Section 103.8 of the Southern,Standard
Building Code certifying that at the time of vgr.nnce txic st;ucthi-
�u�r wus in compliance with the
I �arious ordinances regulating building construction or use For the foLlowinu_
se Classification Single Family Residence Bldg,Permit No, 18522 I I
rou w.i 1;ame T
p _ ype Construction sfa Fire District Atlantic Reach, I�
ner of Buildin e t n Tnc. _ Mdreee 910 Owen Avenue
g Q i - .. l l D.....-.1. T '322
..r4L��"-i'�V""C"'L=ti �73��a'C'['Cj... l�?�LJO
turi
Address reet Locality_ t antic Beach, F1,32-233 _
By, utJiV' C. L'C1RD
IL. I Building Official Date: Z 2-6 !n I
POST IN A CONSPICUOUS PLACE
1�
1� ill 11, 1115 11C 1111111
C9trtrftxatt of Mccupancu
Mtu of
Atlantic ieocll -- Nlariho
Bepartment of Nuilbing Inspection
This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard
Building Code certifying that at the time of issuance this structure was in compliance with the
arious ordinances regulating building construction or use. For the following.
se Classification Single Family Residence Bldg.Permit Na 18522
roup w.frame Type Construction sfa Fire District Atlantic Beach,
910 Owen Avenue
ner of Building BeStil InC, Address ae1(..0 ftVa 1 1„ Bealet., L1 32250
ui g AddressMaim reet Locality Atlantic Beach. F1 32233
By. DON C. FORD
G^" �
Building Official Date: Z- 2- e n
POST IN A CONSPICUOUS PLACE
BUILDING, PLANNING AND ZONING hVSPE'CTIOA'DEP.-IT TYENT
CITY OFA TL4.,VTIC BEACH, FLORID.-t
CERTIFICATE OF OCCUPANCY
WORD SHEET
.c=e Recueszec:
_n nor.=_acs ,_ . 9�'� D�� �
cWeS : -CC
recu,I 2G c5 Cll1 _�
6EF.:PE ISSUING --ERTIFiCA..TE OF OCCUPANCY THE FULL OWING MUST BE COMPLETE
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JAN 18 100 I6:16 CLARSON 111 rai
MAP SHOWING BOUNDARY SURVEY OF LOT 3, BLOC'K' 161,
AS SHOWN ON MAP OF SECTION H ATLANTIC gFA1CH.
AS RECORDED IN PLAT BOOK 10, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL C"7Y, FLORIDA.
FOR; ALSI QN-Wr.
BEARINGCE: N 1'22' M F T- - AY LINE N 97M?FrLR ABOVi 11 PAT.
..InAma 9NOIAPI TNUi: lip12 REFERNATION 0£00[11V0TICAL OATUM.
� F►F[) TD:
MICKAL 0. k TARA D. GREEK;
OLD REPUBLIC NATIONAL TITLE INSURANCE CO.;
SLAWENSHIP LAW RRM, P.A.
RECEI
V
'4 N 9 2000 MAIN STREET (50' R/W)
City Of Atlantic
Beach
Buitdin
g and ZOning S0172'00"E
50.00'
(NO CAP) 1
a� 170.0'
f''.4►.
11.► f
v °•
V) W
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I LLN
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ea11p1iK;rR,fo. a A/o►A0
r I
8 L 0 C K 1 6 1
L 0 T 3
M a40q I� (No FAP) '
50.00'
' S01'22'00"E
L 0 T A L 0 T 3 L 0 T Q
8 L 0 C K 1 6 0
FINAL SURVEY: 1-14-2000 NTE:b ALL IRONII
FOUNDATION SURVEY: 10-16-22 NO .F ALL 1 S
I HEREBY CERTIFY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE OIRECT,ON MEETS TRE
MINGAUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER B,G,7-6, FLORIDA
ADMHIISTRATIVE CODE(PURSUANT TO SECTION 472.027,FLORIDA STATUTES), AND FURTHER CERTIFY 11+AT %N0 OONpanr MONUM6N
TWE ARE NO VISBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN, wlPOUND IRO,
0 2 ,MON-IS 1704
�1 �pe� ��n�♦ 4.R.4 I :A6S7NICfYM.IIK
TWE LOT SURVEYED NEREON APPEARS TO LIE"TOM FLOOD CLARIM Aw ASSMA�� MIC. A i 'NOW
ZONE 'X' _ AS SCALED FROM THE FLOOD INSURANCE RATE 1043 NAL00 AVE.,JACXSONVILLE,rL,.52207 L ARC LfN01N
MAPS,CDIMMANTV PAN&00.130075- OoetO ,OATEO 4-17-lP. ON ONOM
P.C.: PlAllt OF pb Yl1 ,E
P.T. ROWI.OP tl
SURVEYED SEPTEMBER 23 1999. — mSCAL9t
P.C.1" 20' A
RECq .. 5U.1EYar NO.4407.PLMOA FlELO BOOK PACE 27 ceRoc '
—�-
JOSE A. HILI. JR.
624 11, SURVEY NOT v 10 w11H0uT mmp sURYEYgrs sm
g 'd"R(6gV1'0NT1me,, a:n•( •- 5:05PM �p�l pdp�1S38 NVd1D 9 'DDDR Bl
u e
FLOODPLAIN DEVELOPMENT INFORMATION
Location:: L
Type of Development: -A 0{n
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 thepr p d development.
Date l Applicant's Si tune - U�
i
Department Use:
Required Lowest Floor Elevation__
As Built Lowest Floor Elevation _� 0
Survey Filed with Building Department
t.-- C- 2-,A,
Building-Department Repr sernati
i I I Zi
FT"'I
5 4
e-3` c
ffj/lS 1 fry=/lo ( �f=dor
I IN",
4
AMAIN
�m I/
161
I ( ~
` n
6 5 4
I 60 I
St OCK
I I�
---------;---- ------ ----- ------ -----
so
-----`-'--- -J -_
AP SHOWING BOUNDARY SURVEY CK 161 ,
"OF LOT 3, BLOCK" ATLANTIC
AS SHOWN ON MAP OF SECTIONIC RECORDS OF DUVAL COUNTY, FLORIDA.
AS RECORDED IN PLAT BOOK 18, PAGE 34 Of THE CURRENT PUBLIC
THE SOUTHEAST
FOR: REAL ESTATE GROUP Of
Al
REFERENCE N 01'22 W FOR RIGHT—OF—WAY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT.
C
OAK
PINE �Q' R/wl
M AIN STREET C
Sol• '2'00"E
0.0011 (NO CAP)
w170,0'
W 2 N
ku
RL
I
U)
9 tD N
W
�' s •s .0 0
W tuY
Q 3N ' N O�
0000
Z ui ,s0 Z
I N x
O
� B L G C' K
,
Ito 0181'
o.5'
(LB 5488) (NO CAP) ,
50.00' o
S01*22'00"E
L 0 T 4 L 0 T 3 L 0 T 2
B L 0 C K 1 6 0
I
,I
AMEnID&La 4.7 - 99 TD R&VISE- L7 'II LL/NG PLAn/
4A4PAIDE-D Z-l5-99 rD 5AWOW R90p0$91j9 .ONS&.1.1AId
A!tif�i�/D�D �• Po• 99 To ,5�10K! rR�� uR✓�y
HEREBY CERTIFY THAT THIS' SURVEY, PERFORMED UNDER 'MY RESPONSIBLE DIRECTION MEETS LEGEND:
THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 6IG17-6, ■ FO,.CONCRETE MONUMENT
FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND,FURTHER 0 1/2: FOUND IRON
CERTIFY THAT THERE ARE
NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN, O1/2 $6T IRON- L8 1704
E:THE LOT SHOWN B.R.L. BUILDING RESTRICTION LINE
FLow CER'nFiCAT
a CENTRAL ANGLE
HEREON IS IN FLOOD ZONE 'X' AS SHOWN CLARSON AND ASSOCIATES, INC. R RADIUS
ON THE FLOOD INSURANCE RATE MAP, COMMUNITY 1643 NALDO AVE., JACKSONVILLE, FL„ 32207 L ARC LENGTH
PANEL NO, 120075— 0001 0 DATED 4-17-0, CH CHORD
6,1
� P.C. POINT OF CURVATURE
ISURVEYED JULY 29 1997, G'. P,T; POMT•''bF TANGENCY
P.A.C. P.'OINT OC REVERSE CURVE
SCALE: 1. 20' REGISTERED FLORIDA SURVEYOR A: MAPPER N0,4487 R/W 'RIGHT-OP-WAY
O
FIELD E300K 596 PAGES 27 JOSE A. HILL JR, Q.R.V. OFFICIAL RECORbS VOLUME
SURVEY NOT VAUD WITHOUT EMBOSSED SURVEYOR'S SEAL —X-6 FT. WOOD FENCE
(VdTH TIES TO FACE Of FENCE)
Received Time`APr , 23 ," 2 : 13PM
CITY OF ATLANTIC BEACH
TREE REMOVAL APPLICATION
All applications must be received by 5 P.M. on the MONDAY prior to the schedulzi
meeting in order to be placed on the agenda for consideration. INCOMPLETE
APPLICATIONS WILL NOT BE PROCESSED.
APPLICANT NAME ADDRESS TELEPHONE
2. 1`� c L i co rl •- i c.,k
ADDRESS OR LEGAL DESCRIP ION OF PROPOS D TREE REMOVAL
3. DESCRIBE PURPOSE OF TREE REMOVAL:
4. SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS:
NUMBER SPECIES DIAMETER (DBH) CONDITION
5. TOTAL NUMBER OF TREES TO BE REMOVED:
6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED:
7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS:
H)
NUMBER SPECIES DIAMETER (DB
♦ A
• ' 8. ATTACH SITE PLAN INDICATING THE FOLLOWING:
a) Site topography, including proposed grade changes
b) Existing and proposed buildings and other improvements with dimensions and
required setbacks
c) Tree protection zones as applicable
d) Location, DBH and species of all trees with a DBH of six inches or greater
e) Location, DBH and species of all trees with DBH of less than six inches
proposed to be used for mitigation
f) Specify trees of unique or special character
g) Each tree proposed for removal clearly marked with a `X'
h) All existing and new trees proposed to be used for mitigation clearly marked
with brackets °[ ]"
1) Location of utilities, easements and material storage areas
9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE
BY RED SURVEYORS RIBBON.
10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE
CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON.
11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED.
I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE
11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES
OF THE CITY OF ATLANTIC BEACH:
PPLICANTS SIGNATURE DATE
OWNERS SIGNATURE DATE
APPROVED :
TREE CONS ERVAT16N B0711A
IRMAN DATE
FEB 15 '99 11:26 CLFIRSON 102
MAP SHOWING BOUNDARY SURVEY OF LOT 3, BLOCK 161 ,
AS SHOWN ON MAP OF SECTION "H" ATLANTIC BEACH.
AS. RECORDED IN PLAT 800K 18, PACE 34 of THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FOR: REAL ESTATE GROUP OF THE SOUTHEAST
BEARING REFERENCE: N 01'22' W FOR RICHT-OF-WAY LINE OF MAIN STREET PER ABOVE MENTIONED PLAT.
"All trees to remain must be barricaded ADP) ; ' RED
a mll~ui of . i; of each �
fy t .: "A
tree E., i;co BEFORE FOR Aiw ,
TREE LES�'Hpsite clearing in place 'during
ALL phases of construction.
OAK
PINE
MAIN STREET (50' R/W)
Tree Removal Approved as Noted
S012'00"E By Date �-
F- 0.00' CAP)
w 170,0'
N
to t.
LO
w
w
I J h
" O" 5, LC� 5,. x
C7 p o _jw .� o
is
o LO O a 03 d,S! 7,,5CV J
00
Z �' C
Z
ni
PATIO
L K 161
(LB 5488) (NO CAP).
50.00' o
S01 "22'00"E
L 0 T 4 L 0 T 3 L 0 T 2
8 L 0 C K 1 6 0
4N7EA/DED 2-/5-9 9 7'0 fgOW t0 0P0$,e,0 1aWEL4.1 AJ
A��N,o�o • 20. 99 40 sNWW M,66 sum✓E'Y
I HEREBY CERTIFY THAT THIS'SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS LEaND;
THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6, • FO. CONCRETE MONUMENT
FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND FURTHER 0 1/2- FOUND IRON
CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN, 0 1/2- SET IRON — L8 1704
FL60D CERTIFICATE: THE LOT SHOWN B.R.I. CENT RESTRICTION LINE
p CENTRAALL ANGLE
HEREON IS IN FLOW ZONE X" AS SHOWN CL.ARSON AND ASSOCIATES, INC- R RADIUS
ON THE FLOOD INSURANCE RATE Nip, COMMUNITY 1643 NALDO AVE., JACKSONVILLE, FL., 32207 L ARC LENGTH
i PANEL NO. 120075— 0001 D DATED 4-17-81a. CH CHORD
P.C. POINT Of CURVATURE
SUR.VMD JULY 29 , 1992. �I i /J� • P.T• POINT OF TANGENCY
v P.R.C. POINT OF REVERSE CURVE
SCAI,.E,_ 1" = 20' FD. FOUND
1 REGISTERED FLORIDA SURVEYOR & MAPPER NO.4407 R/w RIGHT-OP-WAY
FIELD BOOK 588 .27 JOSE A. HILL JR, O.R.V. OFFICIAL RECORDS VOLUME
SURVEY NOT VAUD VATHOUT EMBOSSED SVRVEYOR'S SEAL, -X-8 FT. V OD FENCE
(WITH TIES TO FACE OF FENCE)
Received Timeeb • 1 71-:-.1.9-0
June 14, 1999
City of Atlantic Beach
Mr. George Worley
Mr. Worley:
Due to the cancellation of a contract for Lot 3, Block
161, Section H,we would like to inform you of a change to the
plot plan for a site that has already been passed by the tree
board. It is our hope that the minor change to the home on the
approved site will not require another board approval. Please
find both the approved&proposed versions of the plot plan
attached. Do not hesitate to call with any questions.
i cerely,
Andrea L. Durst
Construction Office Manager
JAIK50NVIIII'S II-III[ 001101 R!
" BLOCK 161 ,
AP SHOWING BOUNDARY SURVEY LOT 3s EACH.
M ATLANTIC B
AS SHOWN ON MAP OF BEOIONAGE 34 OF THE CURRtNT pUS �UC RECORDS OF' DUVAL COUNIY, FLORIDA,
AS RECORDED IN PLAT 800K FOR:REAL ESTATE GROUP OF THE SOUTHEAST
RING REFERENCE N 0.1'22' W FOR RIGHT—OE—WAY LINE OF MAIN STREET PER A00VE 1AENTTONEO PLAT.
�2t~F LEGENQ.
I
OAK
PINE MAIN STREET (50' R/W)
sol . 2'00"E
0.0o (NO CAP)
Lw 170,0'
W
'PL
Can to � o,
V) --� Z':
9
p 0 N .N O
N
o o 'n tL. ' p¢ 3's'CIO
CO Cx)
Z
'• 2" S m
.. I• �Alt 0�����
PP�Po V�
8
�U t
(LB 588) (NO CAP)
50.00' o
S01"22'00"E
L O T 4 L 0 T 3 L rq 2 .
Q L 0 C K 1 6 0
?: AMEA O&D 4. 7. 99 TQ R&`I//.54-- DAlaL[.IA/G PLAn/
n�F�lo�O Z-r�-99 ro sNaH/ F'ROf�05 '/7 AHfE�LLI�/G
F,4aei✓og-o i- zo- 99 40 ,A�1OW TR',Oe uR✓4:
HEREBY CERTIFY NAT THIS SURVEY, PERFORMED 'UNDER MY RESPONSIBLE DIREC716N MEETS LEGEND:
THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6, ■ FO, CONCRETE MONUMENT
LORIDA ADMINItTRATIV CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND.FURTHER 1/2' FOUND IRON
CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT �S SHONM, 0 1/2' SET IRON•- LB 1704
B.R.L. BUf DING RESTRICTION LINE
FLOOD CERTIFICATE:THE LOT SHOIAMa CENTRAL AN HEREON IS IN FLOOD ZONE X' AS SHONN CLARSON AND ASSOCIATES, INC. R RADIUS
ON THE FLOOD INSURANCE RATE NAP, CONMUNITY 1643 NALDO AVE., JACKSONVILLE, FL„ 32207 L ARC LENGTH
'PANEL NO, 120079- 0001 0 DATED 4-17-0. CH CHORD
P.C. POINT OF CURyATUR.E
ISURVEYED JULY 29 1997, �I. P.Tr. POMT':bF TANQENCY
P,R,C, POINT OC RE4ERSE CURE
SCALE: 1" — 20' FD, FOOND
REGISTERED FLORIDA SURVEYOR & MAPPER N0.4407 R/W RIGHT-OP-WAY
'FIELD BOOK 506 PAGES 27 JOSE A. HILL JR. I O.R.V. OFFICIAL RECORDS YOLUNE
SURVEY NOT VAUD MTHOVT EMBOSSED SURVEYOR'S SEAL "-X-0 FT. WOOD FENCE
Received Time—Apr . 23 ." 2 : 13PM (KITH TIES TO FACE OF FENCE)
MAI' SHOWING BOUNDARY SURVEYO,E LOT 31 BLOCK 161,
AS SHOWN ON MAP of SECTION "H
H ATLANTIC PEACH.
AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
FOR: REAL ESTATE 01100P OF THE SOUTHEAST
BEARING REFERENCE: N 01.22' W FOR RIGHT-OF-WAY UNE OF MAIN STREET PER ABOVE MENTIONED PLAT.
IEEE =M
Q OAK
MINE �f'
MAIN STREET (50' R/W)
S01 2'00"E
0.00NO CAP)
170,0' N
O 11.5 ►5
to
... a
18 l 4i
C� ►5' In �;' 5 �,CJ O
a " L 0
o _
Z Z
►`� I Z" M �
ZCo,S
DA aIT 20 ffift
8 L K 1 6 1
12." (DI 8" 0.5'
(LB S4a8) (NO CAP) ,
50.00' o
S01 *22'00"E
L 0 T 4 L 0 T 3 L 0 T 2
B L O C K 1 6 0
140FND&D Z-15-99 To 4cAIOW PRopdzf-® DrVELl.In1G
Atir,-(44060 /• Za• 99 ZO ,sNOW ZROC- SUR v4:Y
HEREBY CERTIFY THAT THIS' SURVEY, PERFORMED UNDER MY RESPONSIBLE DIRECTION MEETS LEGEND
THE MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 81G17-6, a FD. CONCRETE:MONUMENT
FLORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472,027, FLORIDA STATUTES), AND FURTHER 0 1/2" FOUND IRON
CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN. 0 1/2' SET IRON - LN 1704
FLOOD CERTIFICATE!THE LOT SHONN B.R.L. BUILDING RESTRICTION UNE
t� c /� ♦y��+ INC. Q CENTRAL ANGLE
HEREON IS IN FLOOD ZONE,_ 'x" AS SNOwN CLARSON AND ASSOCIA t ES# CR RADIUS
ON THE FLOOD INSURANCE RATE MAP, COMMU14ITY 1643 NALDO AVE., JACKSONVILLE, FL„ 32207 L ARC IXNCTH
PANEL NO, 120078- 0001 D DATED 4-17-09, CH CHORD
/ P.C. POINT OF CURVATURE
SURVEYED JULY 29 1997. PJ. POINT OF TANGENCY
P.R.C. POINT OF RE',tRSE CURVE
SCALE: 1" 20' Fb, FOUND
REGISTERED FLORIDA SURVEYOR 4 MAPPER (40.4487 R/W RIOHT-OF-WAY
FIELD BOOK �Sr�B PAGES 37 JOSE A, FALL JR, O.R.V. OFFICIAL RECORDS VOEVNE
SURVEv NOT VALID NITHOUT EMBOSSED SIRVEYOR'S SEAL —X—6 FT. WOOD FENCE
(1MTH TIES TO FACE OF FENCE)
CITY OF ATLANTIC BEACH
TREE REMOVAL APPLICATION
All applications must be received by 5 P.M. on the MONDAY prior to the scheduled
meeting in order to be placed on the agenda for consideration INCOMPLETE
APPLICATIONS WILL NOT BE PROCESSED.
1. _ I ESTLb .--L r-)� .- - �2��G- 7
APPLICANT NAME ADDRESS TELEPHONE
2. �-k 3 -?:DI c,6,- lQ �6A �k C-r6 (-
ADDRESS
ADDRESS R LEGAL DESCRIPTION OF PROPOSED TREE REMOVAL
3. DESCRIBE PURPOSE OF TREE REMOVAL:
4_ SPECIFY TREES PROPOSED FOR REMOVAL AS FOLLOWS:
NUMBER SPECIES DIAMETER (DBH) CONDITION
e- � CCU Ue-
t C t"Qf
5. TOTAL NUMBER OF TREES TO BE REMOVED:
6. TOTAL NUMBER OF INCHES OF TREES TO BE REMOVED: L
7. SPECIFY PROPOSED REPLACEMENT TREES AS FOLLOWS:
NUMBER SPECIES DIAMETER (DBH)
'8. ATTACH SITE PLAN INDICATING THE FOLLOWING:
a) Site topography, including proposed grade changes
b) Existing and proposed buildings and other improvements with dimensions and
required setbacks
c) Tree protection zones as applicable
d) Location, DBH and species of all trees with a DBH of six inches or greater
e) Location, DBH and species of all trees with DBH of less than six inches
proposed to be used for mitigation
f) Specify trees of unique or special character
g) Each tree proposed for removal clearly marked with a "X'
h) All existing and new trees proposed to be used for mitigation clearly marked
with brackets "[ ]"
1) Location of utilities, easements and material storage areas
9. ALL TREES PROPOSED FOR REMOVAL MUST BE CLEARLY MARKED ON SITE
BY RED SURVEYORS RIBBON.
10. ALL EXISTING TREES PROPOSED TO BE USED FOR MITIGATION MUST BE
CLEARLY MARKED ON SITE BY BLUE SURVEYORS RIBBON.
11. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED.
I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE
11, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES
OF THE CITY OF ATLANTIC BEACH:
q
PLICANTS SIGNATURE DTE
Iq r
LeW—NERS SIGNATURE DATiE
APPROVED :
TREE CONSERVATION BOARD CHAIRMAN DATE
2Jl:.v
TO: Water Department
FROM: Building Department
DATE: January 26, 2000
L_ _ _ �L s i_�3paction has been completed on
=lease a:C �3v:..a� ___—a yl— his _' 'r �_T'a in
alp
of the following addresses and construction mater is no longer needed:
Permit Number Address
18522 935 MAIN STREET
Sincerely,
Pat Harris
Building Department
,)PERTY D?ESCRWTION
lot # J U N 1 4 1999
Subdivision: C
Street L�Nam Zj} sc=TION OF N 0'
or Address 1 tQ-(n BUIld1I10, dihO Phiilk
(If in a FLOOD HAZARD
Flood Zone: area complete page 3)
Brief DescrRiptionK
Class of Work: (Nevi/ � \R
Remodel/Addition:
ZONING T711 rm=T= Type of Construction: �CL,6 skC�yCAI,
Zoning Proposed
District: C� �t Use ( esu eftCv- Estimated Value $ Le-7f, (c 00 - Q
Exceptions or Variances Materials: 1 ,,c5r �^C1
Granted:
Solid or Fille
Ground_ ia�pA,C, Roof--
Method
on£Method of Heating: �k J AL
OWIE£R
Property Owner: * JE7- (1 C . Phone: a14(-y,- 3
Mailing Address - 8
-vzip: �322c')-=,
CONUMCTCR IrTF0RTION
Contractor: Phone: 37 L 7
Mailing_ Addss
3tZip= ration
at2d`
�
STATE LICENSE NO: 2Z 3(.PS De�
7
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO
BE TRUE AND CORRECT_ ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK
WILL BE COMPLIED WITH-, WHETHER SPECIFIED HEREIN OR NOT. THE. GRANTING- OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL
RULES,_ REGULATIONS,. ORDINANCES', OR LAWS IN Ab1Y MANNER, INCLUDING THE GOVVERNING :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
Owner Signat 're DATE �C/ r 61
Contractor Signature
SWORN T AND SUBSCRIBED BEFO ME BY Ct Lc !V+ p 1� THIS DAY
OF _� C,l ,kJ- 19 9�.
C—zl
Andrea L Durst
PUBLI
it MY COMMISSION#CC749895 EXPIRES
lune 10,2002
Yf�yQ' 8ONDEDTHRUTROY FAIN INSURANCE INC
CITY OF
Office of Building Official 67 `
REQUEST FOR INS ECTIQDO?//9 OcS�y, /
Date j j Ci t `Y'
Per t No.
Time A.M.
Received
Job Apess Locality
Owner's
Name _._ Contractor
UItDI CONCRETE �LE�t RICA MBt MECHANI
Framing Footing Lj ough WiringRough 0 Air Cond. &
o Fn Slab G Temp Pole ❑ Top Out ,,��� CC� Heating
Insulation tel Final Sewer �`/`Pire Place fl
Pre Fab
R CY PECT 10
f""" A
Mon. Tues. Thurs. Friday .WI.
A.M.
Inspection Mada-111— -RM.
Inspector Final Inspection❑
Certificate of Occupancy ri
Date
P�LANrj�,
F�0RIOa
OF
ADDITIONS or CORRECTIONS
D• NOT REMOVE
JOB ADDRESS /' DATE
THIS JOB HAS NOT BEEN COMPLETED
The fol wing additions or corrections shall be made before
the job will be accepted
az
.t/
Alka 4A)
e' �-
f' A,,-
$15.00
r$15.00 REINSPECT FEE
It is unlawful for any Carpenter, Contractor, Builder or other
persons,to cover or cause to be covered, any part of the work
with flooring, lath, earth or other material, until the proper
inspector has had ample time to approve the installation.
After additions or corrections have been
made, call 247-5826, Building Depart- PLUMBING
ment for an inspection. Field Inspectors ELEC
are in the office from 8:00 a.m. to 5:00
p.m. Monday through Friday. BLDG
CITY OF
4&4og c
Office Of Building Official
REQUEST FOR INSPECTI
Date Permit Na.
Time A.M. \
Received _
Job Address oca€ity
Owner's `
Name Contracto
BUILDING CONCRETE ELECTRICAL PLUMBIIN o MECHANICAL
Framing ❑ Footing ❑ Rough Wiring L Air Cond.& 00
Re Roofing 0 Slab ❑ Temp Pole 0 Top Out 0 Heating
Insulation E Lintel ❑ Final a Sewer pC Fire Place �i
Pre Fab
RIR INSPECTION � ,C
tt// _F�14f'"
Mon. Tues. We Thurs. Friday
A.M.
Inspection Made ' PM.
Inspector_ Final inspection 0
Certificate of Occupancy
Date
TP- NSMIT^T//AL DOCUMENT FOR JEA
DATE.
The following permits have passed "rough" inspection:
Permit No. Address
/ 90 80
-. mac:acre.c:cs _c.fsxsc:� es:{acc:.� e� �: s. Please update
amour records accordingly.
2ank u,
I CLERK
CITY OF ATLANTIC BEACH
/vcb
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826-Fax: 247-5877
ELECTRICAL PERMIT
`PERMIT INFORMATION
. ..'L ,CATIONIffN GRIM 0
Permit Number: 19080 Address: 935 MAIN STREET
Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 18
Proposed Use: SINGLE FAMILY Lot(s):3 Block: 166 Section:
Square Feet: Subdivision: SECTION H
Est. Value: 67,600.00 Parcel Number: BK 18,P.34
Improv. Cost: ; �;'.,OWNS �
Date Issued: 11/03/1999 Name: BESTCON INC.
Total Fees: 65.60 Address: 910 OWEN AVENUE
Amount Paid: 65.60 JACKSONVILLE BEACH, FL 32250
Date Paid: 11/03/1999 Phone: (904)246-3747
Work Desc: 2/0 COND 150 AMPS ALUM; 150 AMP SW/BR 1 PH 3W 240V; A/C 30 AMP 10KW
„ & . . r .
DYNAMIC ELECTRIC COMPANY PERMIT 65.60
, -,r'x ,. .' .�"'" �' ';.:moi-^C-.w:=•,a �,�wa ... a...-.., �+�.�„.kd-•w-.:. ;,'� �
I
NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
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.
$65.6014
Date: 11/83/99 81 Receipt: 8888524
CHECKS 1654
A LANTIC BEACH BUILDING—DEPT. 88188883221888
CITY OF ATLANTIC BEACH, FLORIDA
D
Y
Approvodby APPLICATION FOR ELECTRICAL. PERM
cit�vl!`q
31999
TO THE CHIEF ELECTRICAL INSPECTOR:
DATE:--
TO '3 � t/
IMPORTANT NOTICE: g andTZOO y"ch
hip
IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE
HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS,
WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF
ATLANTIC BEACH ORDINANCES.
s
ELECTRICAL FIRM: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN
NAME� I ADDRESS:_; 't?W S L�1sj.�tRFD BOX
BLDG.SIZE J� BETWEEN:
tj /
RES. ( APT. ( ) comm. ( ) PUBLIC ( ) INDUS. ( 1 NEW ( ! OLD ( 1 REW. ( )
ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( ) SO. FT.
SERVICE: NEW(V), INCREASE ( ) REPAIR ( ) FEE
CONDUCTOR SIZE (_ AMPS COPPER ( ) ALUM. -
SWITCH OR BREAKER S to AMPS PH 3 VOLT RACEWAY � O `
EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY
FEEDERS NO. SIZE NO. SIZE NO. SIZE
LIGHTING OUTLETS e CONCEALED OPEN TOTAL
RECEPTACLES 3 ! CONCEALED OPEN TOTAL l 7• �v
0.90 AMPS. 31.100 AMPS.
SWITCHES
INCANDESCENT _
FLUORESCENT&M.V.
FIXED 0«100 AMPS. OVER
APPLIANCES BELL TRANSF.
AIR H.P. RATING H.P. RATING
CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT
3 -2
� v
0-1 OVER
MOTORS H.P. VOLTAGE PHS NO. I N.P. VOLTAGE PHS
MISCELLANEOUS
TRANSFORMERS: UNDER 600 V. OVER 600 V.
NO. KVA I NO. KVA
NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH FLASHER
EACH SIGN
FORWARDED
$
TOTAL FEES
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT
800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877
w.'Ptltl ` CQI "s .,. . k LOC'A'E'FQI `11�tFOfMATIE71 .
Permit Number: 19058 Address: 935 MAIN STREET
Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 18
Proposed Use: SINGLE FAMILY Lot(s):3 Block: 166 Section:
Square Feet: Subdivision: SECTION H
Est. Value: 67,600.00 Parcel Number: BK 18,P.34
Improv. Cost: r: .,_;QWNER INFdRMATtC)I1 ,G
Date Issued: 11/01/1999 Name: BESTCON INC.
Total Fees: 43.00 Address: 910 OWEN AVENUE
Amount Paid: 43.00 JACKSONVILLE BEACH, FL 32250
Date Paid: 10/29/1999 Phone: (904)246-3747
Work Desc: 2 TON H/P, 2.5 A/H, 800CFM DUCT SYSTEM
SEE, liadmil UM
MCGOWAN'S HEATING &AIR COND. PERMIT 43.00
i
I
i
I
I
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
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.
$43.00 14
Date: 11/01/99 01 Receipt: 0007678
CHECKS 18604
A NTIC BEA #i LDING DEPT. 00100003221000
BUILDING AND ZONING INSPECTION DIVISION
CITY OF ATLANTIC BEACH
ATLANTIC BEACH, FLORIDA 32233 _
APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER
IMPORTANT — Applicant to complete all items in sections I, II, III, and IV.
I.
LOCATION Street Address:
OF Intersecting Streets: Between And
BUILDING
Subdivision
Ill. IDENTIFICATION —To be completed by all applicants.
In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance
with the attaclted plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards
of good.practice listed therein.
Name of MechanicalMcGowan ' s Heating & Air— Contractors
Contractor (Print) Cond. Inc . Master CACO-18970
Name of M-48
Property Owner
Signature of Owner Signature of
or Author'aed Agent Archi fact or Engineer
III. GENERAL INFORMATION
A. Type of Mating fuel: e•
IS OTHER CONSTRUCTION BEING DONE ON
V) Electric THIS BUILDING OR SITE?
3 Gas—❑ LP ❑ Natural ❑ Central Utility
IF YES, GIVE NUMBER OF CONSTRUCTION/gng�
Q Oil PERMIT
Q Other — Specify I.
IV. MECN/NICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK e
(Provide complete list of components on back of this form) Residential or ❑ Commercial
Heat ❑ Space ❑ Recessed [Central ❑ Floor New Building
ObAir Conditioning: ❑ Room Control ❑ Existing Building
Duct System: Material Thickn*u ❑ Replacement of existing system
Maximum capacity Rocs c.f.m. W New Installation(No system previously Installed)
❑ Refrigeration ❑ Extension or add-on to existing system
❑ Other — Specify
Q Cooling tower: Capacity g.p.m.
Cl Fire sprinklers: Number of heads
❑ Elevator ❑ Monlift ❑ Escalator (number)
THIS SPACE POR OFFICE USE ONLY
Q .Gasoline pumps (number) (Reoelwal)
G. TanEe (number) Remarks
Q LPG containsi (number)
Q Uefir+ed pmuure vessel
Q SWIM Permit Approved by Dole
Q Other — Specify Permit Fee
LIST ALL EQUIPMENT
AIR CONDITIONING AND REFRIGERATION EQUIPMENT Caped.
NumberUnits dpUon Model Number Manufacturer rovftr
(TOM)y wAg
]HEATING - FURNACES, BOILERS, FIREPLACES
Number Units ription Model Number Manufacturer ) A84W
TANKS
now Many Namiaal Capacity Tnv Liquid Name of Serial Ap=vmg
and Dlmamfooa Contained Manufacturer No. r
//CITY OF
fY�sil�LC /S�-�L(iZKL�s
Office of Building Official
REQUEST FOR INSPECTION
r Q
Date ( �'— F F Permit No.
Time A.M
Received
Job Address Locality
Owner's
NameContractor
BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL
Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑
Re Roofing ❑i Slab ` Temp Pole ❑ Top Out ❑ Heating
Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑
Pre Fab
READY FOR INSPECTION �
A.M.
Mon. Tues. Wed. Thurs. Friday
A.M.
Inspection Made P.M.
Inspector / Final Inspection ❑
Certificate of Occupancy ❑
Date
CITY OF
Office of Building Official
REQUEST FOR INSPECTION
Date /) Permit No.
Time
Received '
Job Address Locality
Owner's
Name Contractor
BUILDING CONCRETE ELECTRICALPLUMBING MECHANICAL
Framing El Footing El Rough Wiring G .ugh ❑ Air Cond. &
Re Roofing ❑ Slab ❑ Temp Pole C Top Out ❑ Heating
Insulation ❑ Lintel G Final ❑ Sewer ❑ Fire Place ❑
Pre Fab
READY FOR INSPECTION
(::A NM.
Mon. Tues. / Wed. Thurs. Friday
l
Inspection Mad A.M.
A.M
Inspector Final Inspection ❑
Certificate of Occupancy
/{,' ✓'��'C J �C 7� Date
4&4^44
__^4_ //CITY__O//F
Office of Building Official
REQUEST FOR INSPECTION
Date � y Permit Na.
Time A.M.
Received _. P.M.
Jot Address —__— Locality
Owner' - _... t� � µAG �� .
Name Cont
BUILDING' CRETE ' ELECTRICAL PLUMBING MECHANICAL
Framing 0 Rough Wiring C Rough E Air Cond.& 0
Re Roofing E, Slab 0 Temp Pole E Top Out 0 Heating
Insulation 0 Lintel U Final 0 Sewer ❑ Fire Place D
Pre Fab
READY FOR INSPECTION
QAMon. Tues. Wed. Thurs. Friday _—Ilk
A.M.
Inspection Made P.M.
Inspector Final Inspection 0
Certificate of Occupancy U
Date
CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 18522 Address: 935 MAIN STREET
Permit Type: BUILDING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 18
Proposed Use: SINGLE FAMILY Lot(s):3 Block: 166 Section:
Square Feet: Subdivision: SECTION H
Est. Value: 67,600.00 Parcel Number: BK 18,P.34
Improv. Cost: 67,600.00 OWNER INFORMATION j
Date Issued: 7/20/1999 Name: BESTCON INC.
Total Fees: 3,366.93 Address: 910 OWEN AVENUE
Amount Paid: 3,366.93 JACKSONVILLE BEACH, FL 32250
Date Paid: 7/20/1999 Phone: (904)246-3747
Work Desc: CONSTRUCT NEW HOME PER PLANS - RADON 1373
CONTRACTOR(S) APPLICATION FEES
BESTCON, INC. PERMIT 498.00
WATER IMPACT FEE 410.00
SEWER IMPACT FEE 1,250.00
WATER METER/TAP 85.00
RADON GAS-H.R.S. 6.53
RADON CAB 5% 0.34
CAPITAL IMPROVE. 325.00
CROSS CONNECTION 35.00
CONST.SURCHARGE 6.19
SCHARGE/ATL.BCH. 0.87
SEC H IMPACT FEE 750.00
Inspections.Required
NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
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.
ISI
Operator: BENDY
Date•' 9/17/99 81 Receipt•' 8887447
Total Payment (3366.93
. ATLANTIC BE CH UILDING DEPT.
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: 18944 Address: 935 MAIN STREET
Permit Type: PLUMBING ATLANTIC BEACH, FL 32233
Class of Work: NEW Township: Range: Book: 18
Proposed Use: SINGLE FAMILY Lot(s):3 Block: 166 Section:
Square Feet: Subdivision: SECTION H
Est. Value: 67,600.00 Parcel Number: BK 18,P.34
Improv. Cost: OWNER INFORMATION ____i_
Date Issued: 10/08/1999 Name: BESTCON INC.
Total Fees: 53.50 Address: 910 OWEN AVENUE
Amount Paid: 53.50 JACKSONVILLE BEACH, FL 32250
Date Paid: 10/08/1999 Phone: (904)246-3747
Work Desc: 11 FIXTURES —
CONTRAGTOR S APPLICATION FEES --
DON HARRIS PLUMBING PERMIT 53.50
I
I
f ., spec#�one�Regwiretf
ROUGH ELECTRIC FINAL ELECTRIC
NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION
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
i
"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 j
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
i
$53.5t 14
Date: 18/11/59 03 REteipt. 00021CH
-- CHECKS 3288:
ATLANTIC BEACH UILD DEPT. 88100003221898
CITY OF ATLANTIC BEACH
APPLICATION FOR PLUMBING PERMIT
JOB LOCATION: US
OWNER OF PROPERTY: C
BUILDING CONTRACTOR: J
PLUMBING CONTRACTOR _DON HARRIS PLUMR-I!-L, (-,n
AND ADDRESS: P. 0. BOX 14663
TELEPHONE NUMBER: (904) 772-0900 (, " C - 0 19 19 4
STATE LICENSE NO: (�'
TYPE OF BUILDING: 'L
�QS\
TYPE OF WORK: /f C-z
HOW MANY OF THE FOLLOWING FIXTURES INSTALLED
SINKS SHOWERS
LAVATORY MATER HEATERS
BATA TUBS / DISHWASHERS
URINALS ` DISPOSALS
CLOSETS !, WASHING MACHINE
FLOOR DRAINS SHOWER PANS
OTHER
TOTAL FIXTURE COUNT: s $3.50 + $15.88 = $ '5
__C- ---a --------------------------------------------
INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH
THE MOST RECENT EDITIONCOF THE SOUTHERN STANDARD PLUMBING CODE.
CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826
f
CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET
Address
Date _9
Heated Square Footage @ $_ i 20b -per sq ft = $
Garage/Shed @ $ per sj _ $
Carport/Porch @ $-p g ek�sq ft. = $
Deck @ $ 4er gat = $
Patio @ er sq ft4 = $
TOTAL VALUATION . . ,0 }
Total Valuation 1st $ �,
Remaining Value $yl per thousand
or portion thereof
TOTAL BUILDING FEE
+ 1/2 Filing Fee $ f
( t) Fireplaces @ $15 .00
BUILDING PERMIT FEE $ T19
WATER IMPACT FEE $ Z/1/0 Q
SEWER IMPACT FEE $ /_-�50.m
WATER METER/TAP $ S'
CAPITAL IMPROVEMENT
SEWER TAP $
(1.3)3) RADON (HRS) . 0050
RADON CAB $
SECTION H PAVING ( S-v /) $ 7Sa
HYDRAULIC SHARES $ -_)-
CROSS CONNECTION $ OU
(/313) SURCHARGE .0050 $
OTHER $ f9• p f .t _
GRAND TOTAL DUE $���v 9.3
ADDITIONAL PERMITS OR FEES: Mechanical Plumbing
Electric/New Electric/Temp ; SwimmingPool
Septic Tank ; Well Sign Finish Floor Elevation
Survey Other
CALCULATIONS and/or NOTES:
1
CITY OF ATLANTIC BEACH
Fixture Unic Worksheet for Water Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE M ASURE:'.ENT OF WATER OEIMAND FOR
EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER
SYSTEM. THE- WATER SUPPLY CHARGE LS HEREBY FIXED AT i4Etit Y DOLL.aF.S
M FIXTURE UNIT CONNECTED TO THE CI= WATER SYSTEM.
f
BATHROOM CROUP CONSISTING OF SERVICE SINK TRAP STAND
MATER CLOSET. LAVATORY & BATH (8)
TUB OR SHOWER STALL (6)
WATEa CLOSET
HAZER CLOSET, TANX OPERATED (4) VALVE OPEF.ATED (8)
BATHTUB/SHOL'ER (2) URINAL WALL L=? (4)
SHOWER GROUP PER HEAD (3) FLOOR DRA_N (1)
5HOWEA STALL DOMESTIC (2) LAUNDRY T".:Y (2)
I UVAIORY (1) CChB:NA:ION SINK A:12 _-:J
LWASHINC MACHINE (3) POT, SCULLERY SINK ui
LDISHWASHER (Z) WASH SINK EACH SET C
FAUCETS (2)
_x1rTCHEN SINX (2)
—DENTAL LAVATORY (i)
X17M SINK NITS WASTE DENTAL UNI:' OR CUSPIDOR ( 1)
GRINDEY (3)
URINAL STALL, WAsFOUT (4)
FLIISHZ?IG 2Z2i SZHY (8) COt*.B INATTON S I.Ti( AND TRAY WITH
FOOD DISPOS. (4)
URINAL. PEDESTAL, SYPH0N jr-, r DRINKING FOUNTALN (1/2)
BLOWOUT (2)
LAVATORY. LkUn. /BEAUTY ICE MAKER (7/2)
SHOP (2)
^s LAVATORY,
SURGEONS (C)
SURGEONS SINK (3)
JACUZZI (2) �
( ) URINAL STALL, WASHOUT (4)
TOTAL FIXTURE UNITS ' { � $20.00 EACH S L f j. 6o
JOB INFOR.w.ATZON^���
CITY OF ATLANTIC BEACH
Fixture Unic Worksheet for Wncer Impact Fee
FIXTURE UNITS ARE ESTABLISHED AS THE MEASURa.ENT OF WATER DEMAND FOR
EACH NATER FIXTURE UNIT INSTALLED AND CONNECTED TQ THE CITY WATER
SYSTM4. THE• WATER SUP?LY CH.�RGE IS HEREBY FIXED ATWEN1TY DOLLARS
PER FIXTURE UNIT CONNECTED TO THE CI—L.' WATER SYSTEM!.
BATHROOM GROUP CONSISTI:tC OF SERVICE S_NK TRAP STAND
WATER CLOSET, LAVATORY b BATH (8)
TUB OR SHOWER STALL (6)
WATER CLOS-77
VAT= CLOSET, TAn OPERATED (4) VALVE OPERATED (8)
SATHTUB/SHOWER (2) URLNAL WALT. L:? (�)
SHOWER CROUP PER HEAD (3) FLOOR DRAIN (1)
SHOWEIL STALL DOMESTIC (2) LAUNDRY 73AY (2)
LAVATORY (1) COFB:NATION SINK AN2 _-kY (3,)
WASHING MACHINE (3) POT, SCULLERY SINK (�)
DISHWASHER (2) —WASH SINK EACH SET OF
FAUCETS (2)
—KITCHEN SINK (2) DENTAL LAVATORY (1)
LITCSSINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1)
CRIXDEY (3)
DID£' (2) URINAL STALL, WASHOUT (4)
FLIISHING Rim SINK (8) CO1'*.BINA7T0N SIN:{ AM TRAY WIT
FOOD DISPOS. (4)
QRINAL, m£STAL, SYPHON JET DRINKING FOUNTALN (1/2)
BLOWOUT (2)
UVATORY, EARBER/BEAUTY ICE RAKER (1/2)
SHOP (2)
SURGEONS SINK (3) LAVATORY, SURGEONS ('')
JACUZZI (2) URINAL STALL, WASHOUT (4)
TOTAL FIX`URE UNITS $20.00 EACH S
.JOB INFOP-UA71ON
PLAN REVIEW CHECKLIST
PROPERTY DESCRIPTION: I t( 00
OWNER: G f S T—r® N
1. Determine Occupancy Classification of the structure. Select occupancy classification /Z
which most accurately fits the use of the Building. (Chapter 133)
[✓f 2. Determine actual physical properties of building.
a. Determine building area each floor. (Area definition Chapter 132)
b. Determine grade elevation for building. (Grade definition Chapter 132)
C. Determine building height in feet above grade. (Height definition Chapter B2)
d. Determine building height in stories. (Story definition Chapter 62)
e. Determine separation distance from exterior walls to assumed and common
property lines. (Property line definition Chapter 132)
f. Determine percent of exterior openings per floor.
3. Determine minimum Type of Construction necessary to accommodate proposed structure.
(Chapter B6) T t1J�E_ —�-
( a. Determine maximum allowable heights and floor areas for Types of Construction
and Occupancy classification. (Table B500)
b. Check allowable height and area increases permitted. (Chapter 65)
[� 4. Check detailed Occupancy requirements. (Chapter B4)
[� 5. Check detailed Construction requirements
[✓f a. Fire Protection of Structural Members (Chapter B6 &Table B600)
b. Fire Protection Requirements(Chapter B7 and Table 8700)
[
C. Means of Egress Requirements (Chapter B10)
[ d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF
are applicable only where specifically adopted by Ordinance)
6. Review design as related to standards. (Chapters B16- B26)
[vj' 7. Check other requirements as necessary.
[v)' a. Construction projecting into public property(chapter B32)
[ b. Elevators and conveying systems (Chapter B30)
[„j� C. Sprinklers, standpipes and alarm systems(Chapter 139)
[„IT d. Use of combustible materials on the interior(Chapter B8)
[,a e. Roofs and roof structures (Chapter B15)
[If f. Light,ventilation and sanitation (Chapter B12)
g. Other
- 2 - of 5 CITY OF ATLANTIC BEACH BUILDING DEPARTMENT
Date '
By:
_ t''Q ( " 24)\"—
Don C. Ford, Building Official
donlsb.1
FG;%I`-A600A-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: 1213 Builder. BESTCON
Address: A102AB Permitting Office- ,47-.ANTIC 6E 9(14 II
City, State: ATL BEACH, FL 00000-0 Permit Number:
Owner: '3�_�-Tcv Jurisdiction Number:-D/-
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 1 SEER: 12.00 _
4. Number of Bedrooms 3 b. N/A
5. Is this a worst case? Yes _
6. Conditioned floor area(fl2) 1213 ft2 I c. N/A
7. Glass area&type _
a. Clear-single pane 0.0 ft2 - 13. Heating systems
b.Clear-double pane 164.5 ft2 _ a. Electric Heat Pump Cap:24.0 kBtu/lu _
c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.80 _
d. Tint/other SC/SHGC-double pane OA lie b.N/A
8. Floor types
a. Slab-On-Grade Edge Insulation It=0.0,170.0(p)ft _ c. N/A _
b.N/A
c. N/A 14. Hot water systems
9. Wall types l a. Electric Resistance Cap:50.0 gallons _
a. Frame,Wood,Exterior R=11.0, 1000.0 ft2 _ EF:0.86 _
b. Frame,Wood,Adjacent R=11.0,206.0 fie ___ 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, 1228.0 ft-1 15. HVAC credits _
b. Under Attic R=19.0, 100.0 ft2 _ I (CF-Ceiling fan,CV-Cross ventilation,
c. N/A IIF-Whole house fan,
11. Ducts PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 125.0 ft _ RB-Attic radiant barrier,
b.N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I
Total as-built points: 17386.00 PASS
Glass/Floor Area: 0.14 Total base points: 18928.00
I hereby certify that the plans and specifications covered ; Review of the plans and
by this calculation are" compliance with the FI rida I specifications covered by this oFTt�sr,�T�
Energy Code. //��� I calculation indicates compliance
PREPARED BY: GILBERT MILLER with the Florida Energy Code. o
Before construction is completed
DATE: S y��S this building will be inspected for R
I hereby certify that this buil "ng, as designed, is in i compliance with Section 553.908 �•o Cyt
compliance with the FloridMrgyCode. Florida Statutes.
OWNER/AGENT:_ Cc<_ BUILDING OFFICIAL: to
DATE: S c DATE:
EnergyGauge®(Version: FLRCNA-200)
FORM-600A-93
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 31161, Subdiv: ATL.BEACH, Platbook: , , , PERMIT#:
BASE AS-BUILT
GLASS TYPES
.15 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points
.15 1373.0 65.80 13551.5 Double,Clear S 1.5 5.5 15.0 66.20 0.77 764.6
Double, Clear S 4.5 2.5 8.0 66.20 0.35 183.9
Double, Clear W 1.5 5.5 30.0 79.70 0.86 2056.3
Double, Clear W 1.5 6.5 34.0 79.70 0.89 2402.7
Double, Clear N 1.5 5.5 15.0 38.30 0.87 499.8
Double,Clear N 1.5 3.5 4.5 38.30 0.80 138.7
Double,Clear E 1.5 10.0 48.0 79.70 0.93 3576.9
Double, Clear E 1.5 2.5 4.0 79.70 0.67 214.3
As-Built Total: 158.5 9837.2
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adajcent 222.0 0.7 155.4 Frame,Wood,Exterior 11.0 1164.0 1.70 1978.8
Exterior 1164.0 0.90 1047.6 Frame,Wood,Adjacent 11.0 222.0 0.70 155.4
Base Total: 1386.0 1203.0 As-Built Total: 1386.0 2134.2
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 = Points
Under Attic 1373.0 0.60 823.8 Under Attic 30.0 1395.0 0.60 837.0
Under Attic 19.0 114.0 1.10 125.4
Base Total: 1373.0 823.8 As-Built Total: 1509.0 962.4
FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Slab 193.0(p) -37.0 -7141.0 Slab-On-Grade Edge Insulation 0.0 193.0(p) -41.20 -7951.6
Raised 0.0 0.00 0.0
Base Total: -7141.0 As-Built Total: -7951.6
INFILTRATION Area X BSPM = Points Type Area X SPM = Points
1373.0 8.00 10984.0 Practice#2 1373.0 8.00 10984.0
DORM^600A-93
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 3/161, Subdiv: ATL.BEACH, Platbook: , , , PERMIT#:
BASE AS-BUILT
Summer Base Points: 19586.5 Summer As-Built Points: 16077.0
Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
19586.5 0.37 7247.0 16077.0 1.00 1.10 0.28 1.00 5029.8
FORM-600A-93
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 3/161, Subdiv: ATL.BEACH, Platbook: , , , PERMIT#:
BASE AS-BUILT
GLASS TYPES
.15 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points
.15 1373.0 -10.60 -2183.1 Double, Clear S 1.5 5.5 15.0 -28.40 0.87 -370.6
Double, Clear S 4.5 2.5 8.0 -28.40 -0.30 67.6
Double,Clear W 1.5 5.5 30.0 -9.20 0.62 -171.1
Double, Clear W 1.5 6.5 34.0 -9.20 0.69 -214.8
Double,Clear N 1.5 5.5 15.0 7.30 1.19 130.3
Double, Clear N 1.5 3.5 4.5 7.30 1.29 42.3
Double, Clear E 1.5 10.0 48.0 -9.20 0.81 -357.7
Double, Clear E 1.5 2.5 4.0 -9.20 0.09 -3.5
As-Built Total: 158.5 -877.4
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adajcent 222.0 3.6 799.2 Frame,Wood, Exterior 11.0 1164.0 3.70 4306.8
Exterior 1164.0 2.20 2560.8 Frame,Wood,Adjacent 11.0 222.0 3.60 799.2
Base Total: 1386.0 3360.0 As-Built Total: 1386.0 5106.0
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 = Points
Under Attic 1373.0 1.20 1647.6 Under Attic 30.0 1395.0 1.20 1674.0
Under Attic 19.0 114.0 2.00 228.0
Base Total: 1373.0 1647.6 As-Built Total: 1509.0 1902.0
FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Slab 193.0(p) 8.9 1717.7 Slab-On-Grade Edge Insulation 0.0 193.0(p) 18.80 3628.4
Raised 0.0 0.00 0.0
Base Total: 1717.7 As-Built Total: 3628.4
INFILTRATION Area X BWPM = Points Type Area X WPM = Points
1373.0 7.40 10160.2 Practice#2 1373.0 7.40 10160.2
FORM 60OA-93
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 3/161, Subdiv: ATL.BEACH, Platbook: , , , PERMIT#:
BASE AS-BUILT
Winter Base Points: 15155.4 Winter As-Built Points: 20231.2
Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
15155.4 0.55 8335.5 20231.2 1.00 1.10 0.44 1.00 9729.1
FORM 600A-93
WATER HEATING AND EPI SUMMARY
Residential Whole Building Performance Method A - Details
ADDRESS: Lot: 3/161, Subdiv: ATL.BEACH, Platbook: , , , 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 3803.00 11409.0 50.0 0.86 3 1.00 3891.44 1.00 11674.3
As-Built Total: 11674.3
EPI SUMMARY
BASE AS-BUILT
Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total
Points Points Points Points Points Points Points Points
7247.0 8335.5 11409.0 26991.5 5029.8 9729.1 11674.3 26433.3
EPI : 97.9
y�yo4'viguE sr9r�o�
a
a
C0
ENERGY PERFORMANCE LEVEL DISPLAY CARD
For detailed information
of the EPI rating number ot: 3/161, Subdiv: ATL.BEACH, Platbook:
or for any ITEM listed,
ask your Builder for
DCA Form 60OA-93
or Form 60OB-93 6EPI=-
0
10 20 30 40 50 60 70 80 90 100
excellent good acceptable
The maximum allowable EPI is 100. The lower the EPI the more efficient the home.
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
WINDOWS................................................ Double Clear
INSULATION............................................
R-10 R-30
Ceiling R-Value............................. 30.0
R-0 R-7
Wall R-Value.............................. 11.0
R-0 R-19
Floor R-Value.............................. 0.0
AIR CONDITIONER...................................
10.0 SEER 17.0
SEER...................................................... 12.00
9.7 EER 16.0
HEATING SYSTEM...................................
6.8 HSPF 12.0
Electric HSPF........................................ 7.80
1 41
WATER HEATER.....................................
0.88 0.96
Electric EF...................................... 0.86
0.54 0.90
Gas EF...................................... N/A
1.0 5.0
Solar EF...................................... N/A
OTHER FEATURES.................................
.............................................................
I certify that these energy saving features required for ida Energy Code have been installed in this house.
Build r
Address: C Sign tur`� G` Date: l 7
City/Zip: 1
Florida Energ Cod r Bu►I i g construction-1 93 Florida Department of Community Affairs FL-EPL CARD 93
SERIAL # 7116
* ResmanuJ(c) * 12-29-1998
WHOLE HOUSE
HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES (c) DATA FILES
(BASED ON A. C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. )
Project name 1373
Address 3/161 WEST ATLANTIC BEACH
City/State
Owner
Builder BESTCON
HVAC contr. McGOWAN' S
Cond Flr Area: 1373 SF * GLASS/SF RATIO = 120 * House Faces: South
* Climatic Conditions & Design Conditions *
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Geographical Location : Florida I Jacksonville
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North Latitude / Elevation 30 Deg. / 24 Ft . Above Sea Level
Outdoor Winter Dry Bulb 32 Deg. F
Indoor Winter Dry Bulb 70 Deg. F
Winter (Actual) Temp.Diff . 38 Deg. F
Winter Temp . Diff . (wTd) 35 Deg. F
Outdoor Summer Dry Bulb 94 Deg. F
Outdoor Summer Wet Bulb 77 Deg. F
Outdoor Summer Hum. Ratio Gr/Lb 114
Indoor Summer Relaltive Hum. 550
Indoor Summer Design Gr/Lb. 42
Indoor Summer Dry Bulb 75 Deg. F
Summer Daily Range 19 Deg. F - M
Summer (Actual) Temp.Diff . 19 Deg. F
Summer (User Sel) Temp.Diff . (sTd) 20 Deg. F
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* HEATING SUMMARY * BESTCON .DAT * COOLING SUMMARY *
SUBTOTAL 21148 . 54 STRUCTURE SENSIBLE 14564 . 53
MECH.VENT- 60 Cfm 1254 . 00
SENS. + MECH.VENT : 15818 . 53
TEMP.SWING @ 3 DEG. : 1 . 00
OCCUPANT/APPLIANCE 3000 . 00
DUCT LOSS 1057 .43 DUCT GAIN 1881 . 85
TOTAL LOSS/BTUH 22205 . 97 TOTAL SENSIBLE 20700 . 38
TOTAL LATENT 4927 . 19
SENSIBLE + LATENT 25627 . 57
20% OVERSIZE FACTOR 4441 . 19 20% SENS.OVRSZE FTR: 4140 . 08
ACTUAL + 20% OVERSIZE : 18818 . 53 SENS. + 20% OVERSIZE: 24840 .46
HTG FTR = 37 . 8 CLG FTR = 22 . 7 CLG DESIGN CFM 912 . 72
* EQUIPMENT SELECTION *
EQT MANUF JANITROL CU MOD # CPKJ30-1 AHU MOD # A32-08
HTG INP/BTUH 29400 HTG OUTP/BTUH 29400 AFUE/HSPF 7 . 8 TYPE HP
SENSIBLE BTUH 19400 LATENT BTUH 10000 TTL CLG BTUH 29400
TONAGE 2 . 5 (S) EER 12 . 0 CLG CFM 1000 HTG CFM 1000
BLOCK 161
MAP SHOWING BOUNDARY SURVEY OF LOT 30 BL BEACH.
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AS SHOWN ON MAP OF SECTION H 4 OF THE CURRENT PUBLIC RECORDS VAL COUNTY, FLORIDA,
AS RECORDED IN PLAT BOOK Fop,REAL ESTATE GROUP OF THE SOUTHEAST$
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HEREBY CERTIFY THAT THIS' SURVEY, PERFORMED UNDER 'MY RESPONSIBLE DIRECTION MEETS LEGEND:
THE MINIMUM TECMNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61G17-6, i FO-CONCRETE MONUMENT
LORIDA ADMINISTRATIVE CODE (PURSUANT TO SECTION 472.027, FLORIDA STATUTES), AND,FURTHER 0 1/2• FOUND IRON
CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN, O 1/2" SET IRON•- LB 1704
FLOOD CERTIFICATE:THE LOT SHO-AN B.R.L. BUILDING RESTRICTION UNE
CENMAL "CLE
HEREON 1S IN FLOOD ZONE X" AS SHOWN CLARSON .AND ASSOCIATES, INC. R RADIUS
;ON THE FLOOD INSURANCE RATE MAP, COMMUNITY 1643 NALDO AVE., JACKSONVILLE, FL„ 32207 L ARC LENGTH
PANEL NO, 120079- 0001 0 DATED 4-17-89, CM CHORD
� P.C. POINT OF CURYATUR.E
I SURVEYED JULY 20 1997, P,T;. P0�1T:bF TANCEN6Y
P,R,C. P•bl r or REWASEt CURvE
SCALE: i- = 20' FD, FOOND
REGISTERED FLORIDA SURVfYOR At MAPPER N0,4407 R/1V 'RIGHT-OP-WAY
`FIELO BOOK 506 PAGES 27 JOSE A, HILL JR, O.R.V. PFFICIAL RECORDS VOLUME
SURVEY NOT VALID NITHOUT EMBOSSED SURVEYOR'S SEAL 'X F 6 FT. MOD FENCE
(MATH TIES TO FACE Of FENCE)
Received Time—Apr . 23 ,— 2 : 13PM
OWNER: Spec Lot 3,Block 161 Section H,Atlantic Beach
SPECIFICATIONS
DATE: 6/10/99
BUILDER: BESTCON,INC
CONSTRUCTION JOB ADDRESS: Lot 3, Block 161, Section H, Atlantic Beach (Main Street, Atlantic Beach, FL
32233)
All Items may not apply.(Mark those either"In Allowance","Owner Choice", Not Applicable"N/A",None.
1.FOUNDATION: Not Applicable-Monolithic Slab
FOOTING-Concrete Mix or PSI:NA Slump:NA
Width:N/A Depth:N/A Reinforcing:N/A Number:NIA
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:N/A If Concrete Block-Size:N/A
Concrete Mix or PSI:N/A Slump:N/A
Width:N/A Beam Pocket Size:N/A Reinforcing:N/A
Number:N/A Spacing:N/A N/A
PIERS-Concrete Mix or PSI:N/A Slump:N/A
Diameter N/A Depth.N/A Spacing: N/A N/A
Reinforcing:N/A Number: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 De)th: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:N/A Vapor Barrier:N/A
Foundation Insulation:NIA 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. 4000-B St Johns Avenue,Jacksonville,FL 32205 06/10/99
CRC-022365
1
OWNER: Spec Lot 3,Block 161 Section K Atlantic Beach
2.FLAT CONCRETE:
BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump:N/A
Thickness:N/A Reinforcing:N/A Fill:N/A
Vapor Barrier:N/A Finish&Curing Compound/Sealer:N/A
HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3"
__7Thickness:4" Reinforcing:Fibermesh Fill: Sand
Vapor Barrier: 6 mil poly Finish&Curing Compound/Sealer: Steel smooth(no curing compound)
STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3"
Reinforcing:Fibermesh Fill: Sand
Thickness: 4" Size:Varies Finish&Curing Compound/Sealer:Broom finish
SIDEWALKS-Concrete Mix or PSI: 2500 1 Slump: 3
Reinforcing:Fibermesh Fill: Sand
Thickness: 4" 1 Size:3' wide Finish&Curing Compound/Sealer:Broom
PATIOS-Concrete Mix or PSI: 2500 1 Slump:3"
Reinforcing:Fibermesh Fill: Sand
Thickness: 4" Size: 8' x 10' Finish&Curing Compound/Sealer:Broom
DRIVEWAY-Concrete Mix or PSI: 2500 1 Slump: 3"
Reinforcing:Fibermesh Fill: Sand
Thickness:4" Size: 16'wide Finish&Curing Compound/Sealer:Broom
IF REINFORCING REBAR-List Spacing:2-#5 at perimeter
FOUNDATION BOLTS-Spacing: '/2"x 10"32"O.C. Location:At perimeter
EXPANSION JOINTS-Type:None Location:N/A
CONTROL JOINTS-Type: Scored Location: Walks and Driveways
3.FRAMING:
Framing Labor:
Framing includes the installation of mud sill plates;rim joists;floor joists;sub flooring;plates;exterior and interior was;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 staiijacks,treads and risers.
BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 06/10/99
CRC-022365
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OWNER:Spec Lot 3,Block 161 Section K Atlantic Beach
Framing Materials:
Sill Insulation: Foam Termite Shield:NIA
Bridging Material:N/A Joist Hangers:N/A
SubFloor Material:N/A Size:N/A Glue:N/A
Underlayment Material:N/A Size:N/A Glue:N/A
Wall Sheathing Material:7/16"O.S.B Size:4'x8'
Corner Brace Material:NIA
Wall Siding Material:CERTAINTEED Cedar Impressions(front)&Mainstreet(Sides& Size: Varies
Rear)
Roof Sheathing Material:O.S.B. Size:7/16'x 4 x 8
Flitch Plate Material/Size:N/A Bolts:N/A
Nails-Framing Members:Common or Galvanized(weather related) Siding:Galvanized
Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish
Use Grade& Size Spacing Greatest Span Each
Species Size
Sill Plate #2 SYP Pressure Treated 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 N/A N/A N/A
Ceiling Joists N/A N/A N/A N/A
Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35'
Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A
Interior Studs #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 42 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. 4000-B St Johns Avenue,Jacksonville,FL 32205 06/10/99
CRC-022365
3
OWNER:Spec Lot 3,Block 161 Section K 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: TAMKO Fiberglass Grade: 20 year Fungus Resistant
Weight/Thickness/Size: Spacing: Nails: 1-1/4"galvanized
Felt: 15# Size/Weight:36"x 15# Nails: 1-1/4"galvanized
Roof Edging: 6"pre-painted galvanized steel Step Shingle Flashing: 5"x 5"galvanized
Chimney Flashing:N/A Chimney Counter Flashing:N/A
Valley Flashing: 26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge
BESTCON,INC. 4000-B SL Johns Avenue,Jacksonville,FL 32205 06/10/99
CRC-022365
4
OWNER:Spec Lot 3,Block 161 Section H,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 NIA N/A N/A N/A N/A
1 st Floor N/A N/A N/A N/A N/A N/A
2nd Floor N/A N/A N/A N/A N/A N/A
7.EXTERIOR
DOO (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 ROLL-LITE Model 110 16'xT 2-1/2" ROLL-LITE
Other
BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 06/10/99
CRC-022365
5
OWNER:Spec Lot 3,Block 161 Section K Atlantic Beach
8.INSULATION:
Location Material Thickness R-Value Vapor Total Sq.
Barrier Footage
Walls Fiberglass 3-1'2" 11 Tyvek 1650
Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700
Rim Joist N/A
Floor N/A
Other
9. INTERIOR MILLWORK:
Item Manufacturer Style Size
&/or Material
Doors Generic Hardboard 6-Panel Varies
Casing Generic Finger-jointed white pine WMT-256 2-1/4"
Base Generic Masonite WW-623 3-1/4"
Shelving Ventilated steel Standard IT,
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 NIA
BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 06/10/99
CRC-022365
6
OWNER:Spec Lot 3,Block 161 Section H,Atlantic Beach
10.INTERIOR WALLS AND CEILINGS:
TABLE i
DRYWALL/PLASTER
Room Material Thickness Method of No.of Coats
Installation Walls Ceilings
ALL WALLS Sheetrock ''/z" Nailed, Screwed and 3
Glued
ALL CEILINGS Sheetrock/Popcorn Texture '/2"Ceiling Nailed 3
Finish-Walls: Smooth
Finish-Ceilings:Popcorn Texture
Other: 1/2"water resistant sheetrock as second layers in wet area.
TABLE 2
PANELING
Room Manufacturer Thickness Direct to Stud Full Wall or
Material/Style or Over " High
N/A
TABLE 3
SPECIAL MOLDINGS
Room Type Material Size
Other:
BMCON,INC. 4000 B St Johns Avenue,Jacksonville,FL 32205 06/10/99
CRC-022365
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OWNER: Spec Lot 3,Block 161 Section K Atlantic Beach
11.CABINETS,VANITIES,COUNTERTOPS,BOOKCASES:
LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE
&/OR MATERIAL
Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None
Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None
Guest Bath
Bath#1 Chadwood 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:NIA
Mortar Color:N/A Joint:N/A
Lintels:N/A Brick Tie Spacing:N/A
FIREPLACE FIREBOX:N/A Size:N/A
Ash Dump:NIA I 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
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: JANITROL C/U CPKE30-IA A/H A30-05
BFSTCON,INC. 4000-B St.Jd=Avenue,Jacksonville,FL 32205 06/10/99
CRC-022365
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OWNER: Spec Lot 3,Block 161 Section H,Atlantic Beach
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 I
Second Floor N/A N/A
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
14.PLUMBING:
Waste Disposal-Public: City of Jacksonville Beach Private:N/A
Disposal Field:N/A
Water Supply-Public: City of Jacksonville Beach Private:N/A
Pressure Reducing Valve-Make&Model:N/A
Gas Supply-Public:NIA Private:N/A
BEUCON,INC. 4000-B St.Johns Avenue,Jacksonville,F1, 32205 06/10/99
CRC-022365
9
OWNER: Spec Lot 3,Block 161 Section K Atlantic Beach
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 Vanes
Flashing of Vents Steel and vinyl N/A Varies
Water Supply Material Joint Treatment Pipe Size
Main to House SCHD 40 Plastic Glue 3/4"
House to Water Heater CPVC SCD40 Glue 3/4"
House to Bathrooms CPVC SCD40 Glue 3/4"TO 1/2"
House to Kitchen Sink CPVC SCD40 Glue 3/4"TO 1/2"
House to Refrigerator CPVC SCD40 Glue 3/4"TO 1/2"
House to Dishwasher CPVC SCD40 Glue 3/4"TO 1/2"
House to Ice Maker N/A
Other
Gas Supply Material Joint Treatment Size of Pipe
Main to House N/A
House to Fixtures N/A
BESTCON,INC. 4000-B S[Johns Avenue,Jacksonville,FL 32205 06/10/99
CRC-022365
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'OWNER: Spec Lot 3,Block 161 Section H,Atlantic Beach
Bathroom-Fixtures Description-Brand Name,Model Number,etc.
Master Bath Guest Bath Bath#1 Bath#2
Water Closet STERLING STERLING
Elongated Elongated
Toilet Seat Church Church
Shower LASCO 3442
Tub STERLING
2660 Acrylic
Feature Tub Faucet&Control Lever DELTA D- DELTA D-
2710LHP/H62/A62W 1448LHP/H71/A
H 72WH
Shower Faucet&Control DELTA D-
1324LHP/H7l/A72
WH
Lavatory Faucet&Control DELTA D- DELTA D-
2521LHP/H22/A22 2521LHP/H22/
WH 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
BEffCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 06/10/99
CRC-022365
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OWNER: Spec Lot 3,Block 161 Section K Atlantic Beach
Fixture Description-Brand Name,Model Number,etc. Size/Other
Kitchen Sink Eljer CLI 33x22 4 hole 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
LM!ximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5
BMCONi,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 06/10/99
CRC-022365
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'OWNER:Spec Lot 3,Block 161 Section H,Atlantic Beach
220 High Volta a Whin Detail
Item Wire Breaker Size Individual Quantity
Size Circuit
Stove #8 copper 50 amp Yes
Oven #8 copper 50 amp Yes
Dryer # 10 copper 30 amp Yes
Water Heater # 10 copper 30 amp Yes
Furnace
Air Cond./Heat Pump #8 copper 40 amp Yes
Baseboard Heat
Recept./Outlet-Other 14/2 15 amp No
Temporary Service
Low Voltage Wiring Detail:
Item Wire Size Transformer Other
Door Chimes 22/2 copper 10 VA
TV RG59 coaxial 3 outlets
Telephone 22/4 twisted pair 2 outlets
Thermostat 22/8 thermostat
copper
BMCON,INC. 4000-B St Johns Avenue,Jacksonville,FL, 32205 06/10/99
CRC-022365
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OWNER:Spec Lot 3,Block 161 Section H,Atlantic Beach
110 Volta a Wirin Detail:
Location Breaker Wire Number&Type Number of Receptacles
Size Size of Switches Lights
Kitchen/Nook 20 amp #12 CU 4 4 is
Dining/Family 15 amp 414 CU 6 3 6
Foyer 15 amp #14 CU 3 1 0
Hall 15 amp #14 CU 1 1 0
Master Bath 15 amp #14 CU 2 2 1
Guest Bath 15 amp #14 CU 2 2 1
Bath#1
Bath#2
Master Bedroom 15 amp #14 CU 3 2 5
Bedroom#1 15 amp #14 CU 1 1 5
Bedroom#2 15 amp #14 CU 1 1 4
Bedroom#3
Closet#1 15 amp #14 CU 0 1 0
Closet#2
Closet#3
Closet#4
Clothes Washer 15 amp 414 CU 0 1 2
Garage 15 amp #14 CU 1 2 2
BF.STCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 06/10/99
CRC-022365
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OWNER: Spec Lot 3,Block 161 Section K 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 CI I 1
Garage 15 amp #14 CU 1 1 1
Storage Room
Unfinished Basement
Attic
Bath Fan/Lights 15 amp #14 CU I
Garbage Disposal 20 amp 412/2 CU 1
Hood/Fan OR 15 amp #14/2 CU
Microwave 20 amp 912/2 CU I
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 4 3
Weatherproof Recept.. 15 amp #14/2 CU 2
Smoke Detectors 15 amp #14/2 CU 5
Electrical Fixtures Supplied and not in Electrical Allowance:
Item Brand Name&Model Number Wire Size Quantity
Dining Room FURNISHED BY OWNER I
Breakfast Nook Progress 4609-30 1
Foyer Recess with open trim I
Rear Wall Bracket Progress 5602-11 1
Master Bedroom Closet 4'2 light wraparound I
Bathrooms Progress 3114-15 4
Bedrooms Progress 4609-30 4
Halls,Closet or Laundry Progress 3408-30 2
Garage 4'2 light wraparound 2
Kitchen 4' 2 light wraparound I
Garage(front wall bracket) Progress 5846-11 1
Front Porch(O/II) Progress 5805-11 1
[Kitchen Sink(O/H) Recess with open trim 2
BESTCON,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 06/10/99
CRC-022365
15
OWNER: Spec Lot 3,Block 161 Section H,Atlantic Beach
16.PAINTING:
PAINT,EXTERIOR: COLORWHEEL CW#300 Number of Coats:2:N/A
Siding: Vinyl Trim:Vinyl
Doors: Owner's Choice Windows:NIA
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:NIA Number of Coats:N/A
Paint and Number of Coats Interior Millwork: COLORWHEEL CW#350 2-coats Swiss Coffee L-4
Stain,Finish,and Number of Coats Interior Millwork:N/A
Paint and Number of Coats Cabinets:N/A
Stain and Number of Coats Cabinets:N/A
17. GUTTERS AND DOWNSPOUTS: NONE
Material:N/A Gage or Weight:N/A
Size:N/A Number of Downspouts:N/A
Splash Blocks/Downspout Extensions:N/A
Other
BESTcoN,INC. 4000-B St Johns Avenue,Jacksonville,FL 32205 06/10/99
CRC-022365
16
OWNER: Spec Lot 3,Block 161 Section K 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-O"AFF
Bath#2
Foyer C/TILE
Laundry VINYL
Method of Installation: Floors: Thin set over under underlayment I Walls: Thin set over 1 /2"MR Sheetrock
Grout:Owners' Choice
Other
19. SPECIAL EQUIPMENT: (Not included Elsewhere)
Garage Door Opener Brand Name&Model:Pre-wire ONLY
Attic Fan Brand Name&Model:N/A
Skylight Brand Name&Model:N/A
Roof Ventilator Brand Name&Model:N/A
Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup
Intercom Brand Name&Model:N/A
Style&Number of Speaker Outlets:NIA
Number of Telephone Outlets: 2
Number of Television Outlets: 3
Burglar Alarm Brand Name&Model: N/A
Other:
BESTCON,INC. 4000$St Johns Avenue,Jacksonville,rL 32205 06/10/99
CRC-022365
17
-OWNER:Spec Lot 3,Block 161 Section K Atlantic Beach
20.LOT GRADING and LANDSCAPING:
Lot will be final Eaded for pro2er drains a after or near completion of the house.
Square footage and type of sod: 3,000 SF of Floritam St. Augustine
Number and species of plants: 30-3 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 INSTALLATION
Model/Style DATE(Tentative)
Wallpaper,Materials,&Labor N/A N/A
Floor Coverings-Carpet Portico-Monte Carlo, N/A
Fascination or Illumination
Floor Coverings-Vinyl Armstrong-Memories N/A
Range MAYTAG CRE 9400CE N/A
Dishwasher MAYTAG DWU7402 N/A
Hood vent MAYTAG H 304RA N/A
Disposal MAYTAG L20 NIA
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,Fertilizing& See Above N/A
Labor
N/A
NIA
N/A
N/A
N/A
N/A
23. PORCHES,DECKS,GREENHOUSE:N/A
24. MISCELLANEOUS:N/A
BESTCON,INC. 4000 B St JoYms Avenue,JacksonviRe,FL 32205 06/10/99
CRC-022365
18
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Holmes Lumber Company - Truss Division - 6550 Roosevelt Blvd.
Jacksonville, Florida 32230 - (904) 772-6100, Fax (904) 772-1973
NOTE! All nails and fasteners are to be supplied by the erection
cotzactor. Reference Simpson Strong Tie Installation Guides.
Date: 12/15/98 ANSI/TPI 1-1995: Yes
Job ID: 8-4289 Job Info: BESCON - LOT 1 BLK 194 W ATL. BCH
CST Version 1.02
Hanger Label: T6
Simpson connector: HUS26 Quantity: 3
Carrying Member Fasteners (Face) : 14 10d
Carried Member Fasteners: 4 10d
Carrying Member: Truss Girder
ID: T16 Width: l ply Depth: 2x6 Species: SP
Carried Member: Truss
ID: T6 Width: 1 ply OWH: 0 4 3 Species: SP
Uplift Load: 420 Duration: 133% Down Load: 973 Duration: 125%
Material List
Quantity Model No.
3 HUS26
NOTE: Design load values for 16d and 10d common nails on single ply carrying
member applications have been reduced for the nail penetration amount.
Refer to current Simpson Strong-Tie catalog 'Plated Truss Construction
Connectors' for additional information.
16d refers to 16d common wire nails
10d refers to 10d common wire nails
16d sinkers may be substituted for 10d common nails
SDS 1/4x3 refers to Simpson Strong-Drive 1/4x3 wood screws _.
J (8-0012) LOT T1 26'6"
M N H I P GIRDER W TRAY 7 THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N 2 Complete Trusses Required M
WEBS 2x4 SP #3
NAILING SCHEDULE: (D.131x3.0ysails)
100 MPH WIND. 15.00 FT MEAN HGT, SBCCI, TOP CHORD: 1 ROW @ 12" O.c.
ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, BOT CHORD: 1 ROW @ 12" o.c.
WIND TC OL - 5.0 PSF, WIND BC OL = 5.0 PSF. WEBS : 1 ROW @ 4" o.c.
USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. IN EACH ROW TO AVOID SPLITTING.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
.#1 HIP DESIGNED TO SUPPORT 07-00-00 JACKS WITH NO WEBS,
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
-----7' -� - - - - 12'6' 7
4X7 1.5X3X4 4X4
T12 1.5X3
0 6 L,- o
4X5(R)
m m
m=
3X4(Al) � 5X12� 5X12 3X4(A f)
a 3.5 3X38,1
12 222 4
13'10'12 12'7'4
�---2 7'1*1 3--- —6'7'3� 4-5- 3-2-8--+-4-9-8 2 ----�
26'6'
7' 12'6" -7'
432# 432#
Rv-927# U-530# W-3"8 Rv-2342# U-960# W-3"B Rv-776# U-4BO# W-3"B
TAG = T35 SE? = 29235
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= i PLIES= 2 TOTAL= 2 REV. 18.2c4 SCALE -0.2540
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CARE 0 1/0 69 8 TC LL 20.0 PSF REF
t
*IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN rT RTC OL 7 •O PSF DATE 01/06/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 'IreC•ALPINE CONNEC700.5 ARE MADE OF 206A GALV. STEEL MEETING ASTM OUIREMENTS. UfLESS OTHERWISE INDICATED. TOP A23191 A OL 1O •O PSF DRWG
A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS ANO UNLESS OTHERWISE LOCATED GN THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL O •0PSF TWP
CONNECTORS PER DRAWINGS 130, 1SO C 160A—F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE s T A.T E*'F: TOT.LD. 37 V PSF 0/A LEN. 260600
CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER '.��oR tO
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATICN. FURNISH A COPY CF THIS cr ���. o�''" OUR.FAC. 1 .25
IN ONLY,.AND SHALL NOT BE PELTED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. ST ESS
SPACING see aboveYhips
S•--TPI - TRUSS PLATE S- 1991 NATIONALDESIGN SPECIFICATION FOR WOOD CONSTRUCTION
J -001 LOT T2 26'6" COMN HIP W TRAY 9 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
SOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND, 15.00 FT MEAN HGT, SSCCI,
CALCULATED HORIZONTAL DEFLECTION OF 0.27" ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
DUE TO LIVE LOAD AND 0.20' DUE TO DEAD LOAD. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
9, + S.6" 9
5X6 1,5X3 4X
1.5X3
m 22 3X6 r7
0 6 L o
5X14 I�
3X6(Ai) iv PXS
1 !B 5X6 3X7(A1) f
_IL ,8'1 2
�= dF2x2 3.5 12
26'6"
�--2' - -7'1'13 —6'7"3 _N —4'6' ---- —3"2.8--+----4'9'8 2'
26'6'
Rv-1096# U-560# W-3"8 Rv-1096# U-560# W-3"S
TAG = T2 SEQ = 29144
PLATE-ALPINE TPI95 TPI-95 (STO) QTY= i PLIES= i TOTAL= 1 REV. 18.2c4 SCALE =0.2540
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CAPE 7 C LL20 .0 PSF REF
t
*IMPORTANT**SHALL NDT BE RESPDNSIBLE FGR ANY ARNING IN HANDLING, ERECTION AND 0 1/C 6 98DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN cTC DL 7 .O PSF DATE 01/06/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST08 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE NAGE OF 20GA OALv. STEEL MEETING ASTM OUIRENENiS. WLE55 OTHERWISE INDIWTED. TOP °�AP319� � BC DL 10 O PSF ORWG
A//6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRlCEO WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED ON TNI3 DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF T W P
CONNECTORS PER DRAWINGS 130, 150 i ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE 3 T A T E Of
0 PSF 0/A
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER M0R10 TOT.LD. 37. LEN. 260600
c
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Y''j C��T o ", JOUR.FAC. 1 •25
IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANYOTHER MAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR.
• TDI " TRUSS PUATE INSTITUTE. NOS " 1991 NATIDNAL-DESIGN SPECIFICATION FOR WOOD CONSTRUCTION "YGU SPACING 24.0„ TYPE hips
J — 1 LOT T " C MN HIP W TRAY 11 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 5P #3
100 MPH WIND, 15,00 FT MEAN HGT, SSCCI,
CALCULATED HORIZONTAL DEFLECTION OF 0.29" ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE,
DUE TO LIVE LOAD AND 0.21' DUE TO DEAD LOAD. WIND TC OL - 5.0 PSF, WIND SC DL - 5.0 PSF.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
i1' + 4'6"
4 1,5X3 5XE
4X4(R)
3X5
m
M 12 3X6 0
0 6
1f7 �
5X5 3X4
m cv 5X12 5X6
3X6(Al) 3X7(Ai)
° 6
"IT X3 � �8'1 2
LI 3.5 1.55X8 d 4
12 12
26'6"
�2' 7'1'13 + 6'7'3 —s '�----4'6- ___+_3-2-8--- ----4'9'8 2' —�
26'6"
Rv-10960 U-560# W-3'8 Rv-1097# U-560# W-3"8
TAG = T5 SEG = 29150
PLATE-ALPINE TPI95 TPI-95 (STO) GTY- i PLIES= 1 TOTAL= i REV. 18.2c4 SCALE =0.2540
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE 0 1/0 64918 TC LL 20 .0 PSF REF
t
MIMPORTANT**SMALL NDT Bf RESPONSIBLE FDR ANY ARMING Ik HANDLING. EAEC7IOV ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TCi DL 7 .O PSF DATE 01/06/98
FAILURE TOBUILD THE TRUSS IN CONFORMANCE WITH GST88 8Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UJLESS OTHERWISE INDICATED. TOP , 2319 �� BC DL 10 •O PSF DRWG
A416 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTp/CHORD BC LL 0 -0 PSF T WP
CONNECTORS PER DRAWINGS 130, 150 6 IBCA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE A i T E Pf: TOT.LO. 37.0 PSF O/A LEN. 260600
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL IPOATE (7/1/91) FOR PROPER '.�t�A OR tO«'�
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �',r ��, ,«o« OUR.FAC. 1 .25
IN ONLY, ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. sly EjZ
SPACING 24.O" h p s
«--TPI - TRV PLATE N " 1991 NAT NA ESPECIFICATION FOR NO CONSTRUCTION
Jo - 01 LOT T4 0 M N HIP W TRAY 13 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WINO. 15.00 FT MEAN HGT, SSCCI,
CALCULATED HORIZONTAL DEFLECTION OF 0.30" ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE,
DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. WINO TC OL - 5.0 PSF, WIND SC OL - 5.0 PSF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
RECOMMENDED CAMBER 3/8" AT MIOSPAN BETWEEN BEARINGS.
(A) IX4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
8d NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR.
13'
5X6(R)
3X4
m 12 1.5X3 cn
0
t) L'-
3X6
io Lo
5X14
m 3X7(A1) ru 5X12 1 6 5X6 3X7(A 1)
8'S 2
�= Q 3.5 2X2 4
12
122
26'6"
�--27'1'13 6'7"3 - - -4-6- --+--3'2-B—+-4'9'8 2' --{
26'6"
Rv-1096# U-560# W-3"8 Rv-1096# U-520# W-3"B
TAG = T6 SEG = 29153
PLATE-ALPINE TPI95 TPI-95 (STD) OTY- i PLIES= i TOTAL= 1 REV. 18.2c4 SCALE =0.2540
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 01/O 6+ (9p TC LL 20.0 PSF REF
t
*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANr ARNING IN HANDLING. ERECTION ANDCJ JODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI, SEE THIS DESIGN T TC DL 7 .O PSF DATE 01/06/9B
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB OY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE Tk,\\\ ALPINE CONNECTORS ARE MAGE OF ZOGA GAIV. STEEL 1fEETING ASTM OUIRENENiS. U4.E55 OTHERWISE INDICATED, TOP ��tZ39� � BC OL O O PSF DRWG
i\\\\lV\\/\\) A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF 04080 SHALL BE LATERALLY BRACED WITH PROPER T WP
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 •O PSF
CONNECTORS PER DRAWINGS 130, 150 C 16OA-F. DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING-- SEE A TA T E01
CONFORM W/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEERS ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER <OR10'.�`- TOT.LO. 3 7.O PSF 0/A LEN. 260600
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS C,T ct ."0•" 1 .2 3
IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SEO E1 OUR.FAC.
•--TPI - TRUSS.._PLATE INSTITUTE-- NOS 991 NATIONAL S N PE IFF AT IF M STRUCTION SPACING 24.0" TYPE s P e C
Job: (8-0012) LOT TS " C RN W TRAY THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND. 15.00 FT MEAN HGT. SBCCI,
CALCULATED HORIZONTAL DEFLECTION OF 0.29" ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2,00 PSF SOFFIT LOAD.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
RECOMMENDED CAMBER 3/8" A7 MIDSPAN BETWEEN BEARINGS.
(A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH
Bd NAILS @ 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY
ERECTION CONTRACTOR,
—13'3' } 13'3" -�
5X6(R) 1.5X3
1
3X4
12 1.5X3
3X6
UD to
5X14
m 3X7(A1) n1 5X12 5X6 3X7(A1)
�= a 3.5 2X2
4
12 2
12
26'6"
�--2 -7'1'13 6-7-3-----� ----4-6- ----� 3 2'B--+--4 9-8 2 --{
26'6"
Rv-1096# U-560# W-3'8 Rv-1096# U-560# W-3"8
TAG = T8 SEG = 29156
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE =0.2540
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CAFE 0 1/0 6 9 B TC LL 20 .0 PSF REF
t
*IMPORTANT*-(SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN S T Rn. TC DL 7•O PSF DATE 01/06/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE vk'''ALPINE CONNECTORS ARE.MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP a2339� T� BC DL 10 .0 PSF DRWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING.BOTTOM CHORD BC LL 0 •O PSF T WP
CONNECTORS PER DRAWINGS 130. 150 C 16OA-F, DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING-- SEE !T AT E os
TOT.LO. 37.0 PSF 0/A LEN. 260600
CONFORM N/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY CF THISCj "r u�' DUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. `SLAT_ E1
A TPI " TRUSS PLATINSTITUTE, N S•1991 NATIONAL F W NSTq TI N `^GU SPACING 24-0" TYPE c o mn
J b: - LOT T OM N W TRAY THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4' SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND. 15.00 FT MEAN HGT. SBCCI,
CALCULATED HORIZONTAL DEFLECTION OF 0.25" ENCLOSED SLOG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
RECOMMENDED CAMBER 3/8' AT MIDSPAN BETWEEN BEARINGS.
(A) 1X4 03 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
�------ 13'3' 13'3" - -�
4X4
3X5 3X5
12
6 (A) (A)
p
5X6 3X8 5X6 2X10(A1)
m 2X10(A S) N ,8 1 2
3.5
12
26'6"
`-- 2' 7'1`13 - - 12'2"7 7'1'13
26'6"
Rv}1104# U=560# W-3"8 R-973# U-420#
TAG = T9 SED = 29160
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 3 PLIES= i TOTAL= 3 REV. 18.2c4 SCALE =0.2715
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES AEOUIRE EXTREME CARE 0i/069 S T C LL 20 .0 PSF REF
tT
*IMPORTANT**SHALL NOT BE RESPONSIBLEFDR ANY ARNING IN HANDLING. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN rT T C OL 7.0 PSF DATE 01/06/98
FAILURE TO DUILD THE TRUSS IN CONFORMANCE WITH RSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE 11"ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UESS OTHERWISE INDICATED. TOP ��A23�9NL1 'A BC OL 10 .O .PSF DRWG
A4A6 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0"0 PSF TWP
CONNECTORS PER DAAWINGS 130. 150 i ISOA-F. DESIGN STANOAADS WITH PROPERLY ATTACHED RIGID CEILING--SEE ATATED1:
LIOT.LD. 37,0 PSF 0/A LEN. 260600
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FLANISH A COPY OF THIS C f'> OUR.FAC. i .25
IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS EPECTION CONTRACTOR. l�ED ED'S
■--TPI - TRUSS PLATE INSTITUTE. NOS" 1991 NATIONAL N SPECrFrCATION FOR WOOD CONSTRUCTION SPACING 24.0" TYPE C 0(illi
0 b: -D 1 LOT T7 M N W TRAY THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP 02 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND, 15.00 FT MEAN NGT, SSCCI,
CALCULATED HORIZONTAL DEFLECTION OF 0.16' ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
DUE TO LIVE LOAD AND 0.13' DUE TO DEAD LOAD. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2,00 PSF SOFFIT LOAD.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RECOMMENDED CAMBER 3/8" AT MIDSPAN BETWEEN BEARINGS.
(A) 1X4 #3 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO
BE EQUALLY SPACED. ATTACH WITH (2) SC! NAILS. BRACING
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
13'3' — — -l- — - 13'3'
6X4
1.5X3
)
12 1.5X3
6 3X4
L U)
5X14
m 3X7(A1) a
v= g 3X5(A 2)
8'1 2
d 3.5 1.5X3 3X5
12
26'6"
�--2' 7'1'13 7'9'3 11'7' 2' --�
26'6'
Rv-1097# U-560+# W-3'8 Rv-1096# U-560# W-3"8
i
TAG = T16 SED = 29165
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 6 PLIES= 1 TOTAL= 6 REV. 18.2c4 SCALE =0.2540
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE 01/06L98
TC LL 20 .0 PSF REF
t
*IMPORTANT ff*SHALL NOT BE RESPONSIBLE FDR ANr ARNING IN }LLAOLING, ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY YUCING. SEE HIB-91 BY TPI. SEE THIS DESIGN T T C OL 7.O PSF DATE 01/06/98
FAILURETO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE(,(��� ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ��A23 9� � BC OL 1O•O PSF ORWG
ll itA446 GR 5 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SH.LLL BE LATERALLY BRACED WITH PROPER �VTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 8C LL 0.O PSF TWP
CONNECTORS PER DRAWINGS 130. 150 i ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE a T A I E a F„
CONFORM M/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER .p (oRTD♦ TOT.LO. 3 7.0 PSF 0/A LEN. 26060 0
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS m�+,r �° o• 1 .25
� OUR.IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. SlAy„� jZ
---TPI-- TRUSS PLATINSTITUTE. N - 199 NATIONAL DESIGN SPE TFj ATj N F W CONST ON "TCU SPACING 24.0" TYPE comn
J b: 1 LOT T M N W TRA Y THIS OWG. PR PARED BY THE ALPINE JOS DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
�------ 13'3"
4X4
3X4
12 3X4
6 J
1.5X3
6X4 3X7 1.5X3
3X5(Al) TV
3X4(A1)
3.5 11 4X4 �$ 1
12 3X4
�--2 7 1"13 14'1"3 —5-3- 2' --�
26'6'
Rv-918# U-480# W-3"B RV-9894 U-430# W-3'8
Rv-286# U-210# W-3'8
TAG = T20 SEQ = 29169
PLATE-ALPINE TPI95 TPI-95 (STO) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.204 SCALE =0.2540
ALPINE ENGINEERED PRODUCTS, .INC. TRUSSES REGUIRE EXTREME CARE 0 1/0 6 9 B TC LL 20.0 0 PSF REF
t
*IMPORTANT* SMALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN cT RnTC DL 7 .O PSF DATE 01/06/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST38 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM DUIREMENTS. UNLESS OTHERWISE INDICATED, TOP cA A2319� �� BC DL 10 •O PSF DRWGAA46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL RE LATERALLY BRACED WITH PROPER 1.WP
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGNPOSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BCi LL 0 •0 P.SFCONNECTORS PER DRAWINGS 130. 150 G USDA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE a YA t E of
A
V. _' TOT. 37.0 PSF O/A LEN. 260600
CONFORM M/APPLICABLE PROVISIONS Of NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER AORtG'��
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ,j err o` DUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. I DESIGN TO THE TRUSS ERECTION CONTRACTOR.
SPACING 24.0" TYPE comn
- '^• - 11-d"I iNCT1TTITE. NOS 991 NAT A NSPECIFICATIONF M NSTRUCTI
�J -D i LOT T9 „ OTC S T R. GABLE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND, 15.00 FT MEAN HGT, SSCCI,
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
WW IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HAS ONLY
BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS. THE
WEBS EXPOSED TO WINO MUST BE DESIGNED FOR LATERAL WIND LOAD
EITHER BY TRANSMITTING THIS PROFILE TO ALPINE, OR BY USE IN
CONJUNCTION WITH ALPINE'S STANDARD GABLE ENO DESIGN FOR WEB
GRADE, SPACING, AND BRACING INFORMATION.
12'8`9 11'9"SO �-
�--�
4X4(R)
12
6 3X4 3X4 n
LD LO
m 3X3 w 3X3
3X63X6
`T= e 8 8'1 2
3X6 3X6
26'6"
f— 2' 11'5'8 3'5"8
26'6"
Rv-1097# U-560# W-3'8 Rv-1097/ U-560# W-3"8
TAG = T10 SEG = 29172
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE =0.2540
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAREO 1/Q6 98 TC LL 20.0 PSF REF
t
*IMPORTAMT**SHALL NOT eE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ANO JDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY IPI. SEE THIS DESIGN T AnTC OL 7 .O PSF DATE 01/06/98
FAILURE TD BUILD THE TRUSS IN CONFORMANCE WITH 9STSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP ��42339� fBC OL 1O.0 PSF DRWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD.SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF T W P
CONNECTORS PER DRAWINGS M. 150 G 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE s T A T E oy
CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER TOT.LD. 37.0 PSF 0/A LEN. 260600
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Cf r . DUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER NAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
.__Tc1 TRIKS PLATE INSTITUTE, N 991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION SPACING 24.0" TYPE gabl
J - 1 LOT TI MN THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N -
WEBS 2x4 SP #3
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WINO TC OL - 5.0 PSF, WINO BC OL - 5.0 PSF.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
if'9'
5X10
1.5X3
12 3X4 _
3X4 iv
iD iD
m CU
v= 2X6(A f) g g 2X6(Al)
i 2
4X4 1.5X3 1.5X3. 3X5
23'6'
---2' 8'7" — 3'5'8---f 2' ---{
23'6'
Rv-992# U-510# W-3"8 Rv-979# U-510# W-3"8
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2c4 SCALE =0?2811
ALPINE ENGINEERED PRODUCTS INC. TRUSSES REQUIRE EXTREME CAREO 1/O c h p TC LL 20 .0 PSF REF
)(*IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND V a[s
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN S j TC OL 7.O PSF DATE 01/06/98
FAILURE TD BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PEiWANENT BRACING REot
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP �A A23 9� �� BC DL 10 •O PSF DRWG
A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER T.WP
TAM AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, P05I7ION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF
CONNECTORS PER DRAWINGS 130, 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S T A T E''f+ TOT.LD. 37.O PSF 0/A LEN. 230600
CONFORM M/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER L��oRtO ad`,p
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �'' ��r �i DUR.FAC. 1 .25
rs °'`'r�
IN ONLY, AND SHALL NOT eE RELIED UPON IN ANY OTHER MAY. DESIGN 70 THE TW55 ERELT ION CONTRACTOR. l.(`�,�
� -TPI " TRUSS PLATINSTITUTE.. NATIONAL NSPECIFICATION F M NSTRU TION �'�GLI C��_ SPACING 24.0" TYPE conn
Job: 8-3264 LOT 0-67 T11 23'6" COMN W CATH THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N -
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD,
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
i
W3X4 W1.5X4
12
W3X4 W3X4
U0
W4x5(R)
W2x4(AS)
c= w2x4(A 1)
_-14 W4X6 W1. X6 1"2
12
I
12'1"12 �I 11'4"4
t--2' -6'1"12 .5'10"4 11'6" 2' — -�
23'6"
Rv=414# U=2900 W-3"8 RV-1169# U=450# W=3"8 Rv=388,# U=280# W=3"8
TAG = T25 SEG = 16038
PLATE—WAVE TPI95 TPI-95 (STO) QTY= 5 PLIES= 1 TOTAL= 5 REV. 18.2c4 SCALE =0.2811
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 08/19/98 TC LL 20 .0 PSF AEF
e
*IMP0RTANT* SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN cTC OL 7 ,0 PCJF DATE O8/19 98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
^\\\ ALPINE CONNECTORS ARE NADE OF 20GA GALV. STEEL MEETING ASTN pUIRENENTS. UNLESS OTHERWISE INOICATEO. TOP319� �` BZ'. DL 1 PSF DRW('i`U\� A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY.BRACED NITH PROPER T BC LL O 0 PSF T W P
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESLGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD
CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE 5 1 A T E 09
CONFORM*/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER 9 �iY`IOR19� = TOT.LO. 37 .0 PSF OSA LEN. 230600
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �Cfs TF�r "p-•" LDUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. l`cgEO E�'1 SPACING 2 4 D" C 0 M N
-- -- .--• .�...nu„ nccTr,M co TPICATION FOR WOOD.. ONSTPUCTLON TYPE
Job: 8-3264' LOT D-67 T12 23'6" COMN GIRDER GABLE THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2X4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
LOAD CONTINUOUS LOADS LOAD CONC. LOADS
CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC AN UPLIFT REACTION OF -20# OCCURRED ON A
0 T 54.0 54.0 0.0 27.5 0 B 20 16.0 NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED.
0 B 20.0 20.0 2.0 4.0 0 B 20 23.5
0 8 20.0 20.0 4.0 23.5 1 B -5 4.0 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
0 B 20.0 20.0 23.5 25.5 1 6 -5 23.5 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
0 T 4,0 4.0 0.0 2.0 WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF.
0 T 4.0 4.0 25.5 27.5
1 T -39.0 -39.0 0.0 27.5 ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
1 B 1.8 1.8 2.0 4.0
I B 1.8 1.8 4.0 23.5 #1 HIP DESIGNED TO SUPPORT 02-00-00 JACKS WITH NO WEBS.
1 B 1.6 1.8 23.5 25.5
2 T 54.0 54.0 0.0 27,5 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
2 B 20.0 20.0 2.0 25,5 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
2 T 4.0 4.0 0.0 2,0
2 T 4.0 4.0 25.5 27,5 CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
4'5"6 7'3"10 10'3"10
5 4"7 6'4-- 11'2"9
W4X4 W1.5X3 I I
W1.5X3 W1.5X3
i
W1.5X3 Wf.5X3
W1.5X3 W1.5X3
12
W3X3 W3X4 W3X4
0 6 �
W3X4
Ln
Ln
1.5X3
W4X5(R) 9'5"2
W3X3 8'11" 5
W2X4(AS) W1.5X3 5X3 W3X6 8'6"7
c= W
9'1"2
4 W4X6
W1.5X3 W1.5X3
12 W1.5X3 W1.5X3 W1.5X3
4'8"8 4'3"7 11'4"4
-2' 6'1'12 5'10"4 11'6" 2'
23'6" I
f4' 7'6" 2'
20 201
Rv=318# U=250# W=3"8 Rv=9i# U=200# W=3"B Rv=427# U=280# W=3"8
Rv=31#Rv=U2BYO# U=8®818 W=3"8 Rv=1073# U=390# W=3"8
SEG = 16041
PLATE- WAVE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE =0,2811
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES PEOUIPE EXTREME CARE 08/19/98 T C LL 20 .0 PSF REF
X IMP 0 R T A N T*�(SHALL NOT BE RESPONSIBLE FOR ANY A RN I N G IN HANDLING, ERECTION AND 7
n i DEVIATION FROM THIS DESIGN 09 THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN ES T per- TC OL / .O PSF DATE 08/19/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST86 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
ALPINEE CONNECTORS ARE MADE OF ZOGA GALY. STEEL MEETING ASIM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP Az319� �� BC DL 10.O PSF ORWG
A446 OR B EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL O•O PSF T WP
CONNECTORS PER DRAWINGS 130. 150 C 15OA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE 5 I•T E c F
CONFORM W/APPLICABLE PROVISIONS OF NDS Z TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER Z : <0.0 �'Q, T
OT,L0. 37 .O PSF D/A LEN. 230600
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS C'' c"� �.�C� FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. jSTegFO
'- - -1 - .nn. -T-- -1-109rTFICATION FOR WOOD CONSTRUCTION SPACING s e e a b o v e TYPE SPEC
1 L T TQ 11 ' OTC Q L THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS SUBMITTED BY TRUSS MFR.
TOP CHORD 2x4 SP 02 N
BOT CHORD 2x4 SP N2 N
WEBS 2x4 SP #3
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. WIND TC OL - 5.0 PSF, WIND SC OL - 5.0 PSF.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
** IMPORTANT MESSAGE TO TRUSS DESIGNER. THIS GABLE HAS ONLY
BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS. THE
WEBS EXPOSED TO WIND MUST BE DESIGNED FOR LATERAL WIND LOAD
EITHER BY TRANSMITTING THIS PROFILE TO ALPINE, OR BY USE IN
CONJUNCTION WITH ALPINE'S STANDARD GABLE END DESIGN FOR WEB
GRADE, SPACING, AND BRACING INFORMATION.
�� --- 5'2'9 4'3"10 �--1'5'6
-1'5'6--�— 4'3"10 5'2"9 +
3X4
N N
12
N 3X3
3X3 cv
m 3X6 3X6
yr B 1"2
11'6'
�---—2' r------ i l'6' 2'
Rv-542# U-3200 W-3"8 Rv-541t U-320# W-3'8
PLATE-ALPINE TPI95 TPI-95 (STO? QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALAE =0 4900
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 01/06g98
TC LL 20.0 PSF REF
t
IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN rT TC OL 7 .O PSF DATE 01/06/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM WIREMENTS. (KESS OTHERWISE INDICATED. TOP A2319�� A BC OL 10.0 PSF DRWC7
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T
TRUSS AND(KESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 -0 PSF TW P
CONNECTORS PER DRAWINGS 130. 150 C SGOA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE !T A t E 07.
CONFORM M/APPLICABLE PROVISIONS OF NOS i TPI. AN ENGINEER'S ALPINE TECHNICAL UPOATE 1711/911 FOR PROPER '.`�OR10' 707.LD. 37.0 PSF 0/A LEN. 1 1 0 60 0
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY tY THIS �'jsTN o�'�S DUR.FAC. 1 .25
{.�
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR, "T[U t�r- SPAC I NL7 24.Q U
- . - I——-— TWCTTTUTE. NOS- 991 NATIONAL E E IFI ATT i NCONSTRUCTION TYPE
J - 1 LOT T14 5'8" OTC A LE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
SOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #2 N
100 MPH WINO, 15.00 FT MEAN HGT, SBCCI,
ALL PLATES ARE 3X6 EXCEPT AS NOTED. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
WINO TC OL - 5.0 PSF, WIND SC OL - 5.0 PSF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
** IMPORTANT MESSAGE TO TRUSS DESIGNER, THIS GABLE HAS ONLY
BEEN DESIGNED FOR VERTICAL LOADS APPLIED TO THE CHORDS. THE
WEBS EXPOSED TO WIND MUST BE DESIGNED FOR LATERAL WIND LOAD
EITHER BY TRANSMITTING THIS PROFILE TO ALPINE, OR BY USE IN
CONJUNCTION WITH ALPINE'S STANDARD GABLE ENO DESIGN FOR WEB
GRADE, SPACING, AND BRACING INFORMATION.
�6.7+------2'3'9 1'4'10-----�---1'5'6
---1'5"6- - --1'4'10 2.3"9-----+ 6.7
3X4
T3X3 3X3
v v
in n
6 L
8'1"2
5'B"
-------2 T- 5'8" 2 ---�
R-115P1f W-5'8"
TAG = T15 SEG = 29200
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= i TOTAL- 1 REV, 18.2c4 SCALE =0.7669
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOJIRE EXTREME CARE 0 1/0 6 9 8 T C L L 20 .0 PSF REF
t
I MPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN T T C OL 7.O PSF DATE 01/06/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE It�ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP cA A23;9� �� BC OL 10 •O PSF DRWG
A446 OR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL O•O PSF T WP
CONNECTORS PER DRAWINGS 130, 150 C 16DA-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE S T A t f OY, TOT.LD. 37.O PSF 0/A LEN. 50800
CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER :�r�IOR t0�
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' ""� OUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. crsT EO AET,�jZ ^1
- — •-•^•••••� unc . goat NATTONAI DESIGN SPEC.F ATION F P WO ONS1 , SPACING 24..0° TYPE gab)
Job: - 1 LOT T15- 5'8" M N THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP N2 N _
SOT CHORD 2x4 SP d2 N
WEBS 2x4 SP #3
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
WINO TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
2'10" -�- -- 2'10"
4X4
12
Li
m :`1
m rn
2X4(A 1)
T
m
v 8,
5'8"
1.5X3 5 8"
Rr-210 U-200# W-3"8 Rv-210 U-200# W-3"8
TAG = T4 SED = 29203
PLATE-ALPINE TPI95 TPI-95 (STO) QTY= 1 PLIES= i TOTAL= 1 REV. 18.2c4 SCALE =1 .2524
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 0106 TC LL 20.0 PSF REF
*IMPORTANT** np SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING, ERECTION Atm U J O
DEVIATION FROM THIS DESIGN 09 THESE SPECIFICATIONS, DR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c� T pe,_ TC DL 7 .0 PSF DATE 01/06/96
^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT SPACING RE 'T HTHc�c
\\\\\tV�- ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIPEMENTS. UNLESS OTHERWISE INDICATED. TOP �4,g31g �`A BC OL 1 O .OPSF DRWG
ARAB GR S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF T WP
CONNECTORS PER DRAWINGS M. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGID CEILING--SEE S TATE Ort
CONFORM M/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FCR PROPER LORtO, TOT.LD. 37 .0 PSF 0/A LEN. 50 800
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ',ff 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. CjsT,c1,_A.,{Z DUR.FAC.
TGU C`- SPACING 24.0" TYPE CDm�
4RO7 NATIONAL NSPECIFICATION F MCONSTRUCTION
J -D LOT T1 5 M N GIRDER THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x8 SP #1 Dense
WEBS 2x4 SP #3
***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR***
LOAD CONTINUOUS LOADS LOAD CONC. LOADS
CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC 100 MPH WIND, 15.00 FT MEAN HGT, SBCCI.
0 T 54.0 54.0 0.0 5.7 0 B 973 0.7 ENCLOSED SLOG, LOCATED ANYWHERE IN ROOF,
0 8 20.0 20.0 0.0 5.7 0 B 973 2.7 WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
I B 1.8 1.8 0.0 5.7 0 B 973 4.7
1 T -115.2 -115.2 0.0 2.6 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
1 T -115.2 -115.2 2.8 5.7 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
�- 2'10" 2'10" -�
4X4
12
ep
� M
4X4(A 1)
LTLFfl
m
4 8
6X4 5-8-
3'
12 - - - -2' --�'-- 2' - - - -�- 11"4
973# 9730 9730
Rv-1729# U-770# W-3'8 Rv=1610/ U-720# W-3"8
TAG = Ti SEO = 29206
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= i TOTAL= 1 REV. 18.2c4 SCALE =1 .2524
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE Ol/06 98 TC LL 20 .0 PSF REF
*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HAHOLING. ERECTION ANO -7
n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN rj T Rn. TC OL / .0 PSF DATE 0 1/06/9B
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
O ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP A23Lg� l� BC DL 10 .0 PSF DRWG
AAA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED.ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 •0 PSF TWP
CONNECTORS PERORAWINGS 130, 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE I A i C01: TOT.LD. 37 .0 PSF D/A LEN. 50 600
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 'a♦+�`'A Oq 10'
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �''j ..o• DUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. /.
• TPI - TRUSS PLATINSTITUTE, N S 91 NATIONAL N SPECIFICATIONF N NSTR 7 ON SPACING S e e above TYPE C o m n
J - 1 LOT J 7' EJ W V T THIS OWG. PREPARED BY THE ALPINE J B DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND. 15.00 FT MEAN HGT, SBCCI,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
REACTION OF 203.30. WIND TC OL - 5.0 PSF. WIND SC OL - 5.0 PSF.
CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Rv-2BA6203A6200AI1tEaLED
�ii'7"6
!T
1.5X3 m
c
N
m m
0 0
�
m m
8 �9'7"2
ZD
m
2X4(A I)
4
`I12 1 2
4X5(R)
7'1"8
-----2' —4'9'8 2'2"8
7'7'
Rv-409# U-2800 W-3"8
PLATE-ALPINE TPI95 TPI-95(STD) QTY= 1 PLIES- i TOTAL= 1 REV. 18.2c4 SCALE = 26264
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 0 1/06L98 TC L L 2 PSF REF
t
*IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANoDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN rT A[� T C DL 7 .O PSF DATE 01/06/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DSTBB BY TPI. FOA ADDITIONAL SPECIAL PERMANENT BRACING RE 10 .0
1ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °y'�23Jg� T� BC DL 1 O •O PSF DRWG
Aub OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHUM BC LL 0 .0 PSF T WP
CONNECTORS PER DRAWINGS 130, 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED AIGIO CEILING--SEE I t A T E 01^ TOT.L.D. 37 .0 PSF (]/A LEN. 7
CONFORM M/APPI ICABLE PROVISIONS OF NDS G TPI. AN ENGINEER'S ALPINE TEC>WICAI UPDATE (7/1/9f) FOR PROPER '. (OR'.0,
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ov 0 P 1 .25
IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER MAY: DESIGN TO THE TRUSS ERECt ION CONTRACTOR. `sTiCti_ ..f.S DUR.FAC'
•--Rot rmicC PI ATF INSTITUTE. NDS 991 NATIONAL F W 9TRUCTI N �'�U ty`_ SPACING 24.0" TYPE e " ack
Job: (8-0012) LOT J 7' EJ W V T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP 02 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
REACTION OF 193.34. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Rv-3I#-193162004AIUMLED
f 11'7"6
I
m
i m
1.5X3 cu
m m
12
o c
v
m B p n m
�9 3"2
2X4(AS) cv iv
m
QI4 8'1"2
4X5(R)
7'i'B
�-----2 3 9"8 3'2'S
7'
Rv-409/ U-270/ W-3'8
PLATE-ALPINE TPI95 TPI-95 (STO QTY= 1 PLIES= i TOTAL- 1 REV. 18.2c4 SCALE -026344
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 01/0698 TC LL 20 .0 PSF REF
t
*IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARMING IN NANOLING, ERECT[ONANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN rT TC DL 7.O PSF DATE 01/06/98
FAILURE TO BUILD THE TRUSS IH CONFORMANCE WITH OST88 BY TPI. FOR A00171ONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIFEMENTS. WLESS OTHERWISE INDICATED. TOP °A2319�� �� BC DL 10 .0 PSF DRW(,7.
A446 GR 6 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0.0 PSF T WP
CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE A T AT E as
CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER -A SDR t�, TOT.LD. 37.0 PSF 0/A LEN. 7
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �`^'. 1 .25
IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THERU
TSS ERECTION CONTRACTOR, Ij`STAa�{,S OUR'FAC.
-TPI - TRUSS PLATEN T T T NOS - 1991 NATIONAL N SPECIFICATION FOR WOOD-CONSTRUCTION SPACING 24.0" ITYPE e a c k
Job: -0012 LOT J 7' EJ W VL T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP M2 N
WEBS 2xS SP #1 Dense
100 MPH WIND, 15.00 FT MEAN HGT, SSCCI,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE.
REACTION OF 173.34. WIND TC OL - 5.0 PSF, WIND SC OL - 5.0 PSF.
CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Rv-173Y NAILED
11'7 6 r
m
m v m
o m o
m 72 m
6 C7
2X3
4X12
sz
m 2X4(A1) 8'7"2
QIID
a'1"2
a 4
12
7'1'8 —
I-- 2 1'9.8 5 2'8 ^�
Rv-409* U-250# W-3'8 Rv-52# U-200# NAILED
PLATE-ALPINE TPI95 TPI-95 (STO QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.2c4 SCALE - 29255
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 0'/0 6 9 8 TC LL 20.0 PSF REF
*IMPORTANT* SHALL NOT BE RESPONSIBLE FOR ANY ARMING IN HANDLING, ERECTION AND
t
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN c� T TC OL 7.0 PSF DATE 01/06/98
n FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE t t��
ALPINE CONNECTORS ARE NAGE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP A231g� A 8C DL PSF ORWG
AI46 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED.ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0.0 pgF T WP
CONNECTORS PER DRAWINGS 130, 150 6 160A-F, DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE s TAI[0♦ 7
CONFORM W/APPLICABLE PROVISIONS OF NOS 0 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 'S '.r•'COpta•'o TOT.LD. 37 .0 PSF 0/A LEN.
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS cJ ' o• DUR.FAC. 1 ��
IN ONLY, AND SHALL NOT BE RELIED IRON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
r TPI • TRU PATINSTITUTE. N S- 199 NATIONAL SP ATI F W NSTRUCTION t„- SPACING 24.0" TYPE e j a C k
..10 — 1 LOT J 5 J W VL T THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP *2 N
BOT CHORD 2x4 SP Y2 N
WEBS 2x4 SP f3
100 MPH WIND. 15.00 FT MEAN HGT, SSCCI,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG. NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
REACTION OF 139.64. WIND TC OL - 5.0 PSF, WIND SC OL - 5.0 PSF.
CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Rv-2#-140#200XAIN1MLEO
1.5X3 m 10.7„6
cn
v
0 0
N 12 N
6 (7
n is
2x4(A1)
4
T 2
, 3 8'1"2
5'1"S
m
t-----2 4'9"8
5.
Rv-3441 U-270# W-3"8
PLATE-ALPINE TPI95 TPI-95 (STD) OTY- 2 PLIES= i TOTAL= 2 REV. 18.2c4 SCALOE =0?8002
T ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE O 1/06 9 8 TC LL 20.0 PSF REF
(�2 jE I MP O R 1 ANT)()(SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. DR ANY BRACING. SEE HI8-91 BY TPI. SEE THIS DESIGN e� T TC OL 7.0 PSF DATE 01/06/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE
\\ \U\v ALPINE CONNECTORS ARE NAGE OF 206A GALV. STEEL MEETING ASTM pUjRENENTS. ltLE55 OT/ERWISE IWICATED TOP Az g'� �� BC DL 10.0 PSF ORWG
A446 OR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0 .0 PSF T WP
CONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE A T A T[0'F
CONFORM W/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER IOR%o TOT.LO 37-0 PSF 0/A LEN 5
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �i''j e� , ,�yiQ' OUR.FAC. 1 .25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �,(,o
"--TPI " TRU55 P ATINSTITUTE. N 991 NATIONAL DES SP f AT F DNSTR TI sT CC'S SPACING 24.0" TYPE spec
10 — 1 LOT J ' CJ W V T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP 02 N
WEBS 2x4 SP f2 N
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, NOT LOCATED WITHIN 4.50 FT FROM ROOF EDGE.
REACTION OF 26.84. WINO TC OL - 5.0 PSF, WINO BC OL - 5.0 PSF.
CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Rv-27# NAILED
IF -9'7"6
m
R, m 9'D"5
0
2X4(AS) 126
m
0
Q 4
3'
2' 3'
Rv-294/ U-2501 W-3"8 Rv-170 U-200# NAILED
TAG = T39 SEO = 29274
PLATE-ALPINE TPI95 TPI-95 (STO) QTY= 4 PLIES= 1 TOTAL- 4 REV. 18.20.0 PSF REF SCALE =1 .0833
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUIRE EXTREME CARE
)(*IMPORTANT)()(SMALL MOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND 0 1/0 6 '98 TC LL
n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN 5 T Rc�. TC DL 7 .0 PSF DATE 01/06/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE .R\\VVj ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °�A23I9� �`� BC DL 10•O PSF DRWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTON CHORD BC LL 0-0 PSF T WP
CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE A T A T E os
CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1J 911 f OR PROPER NOR10� TOT.LD. 37.0 PSF 0/A LEN. 3
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FL{MfSNI A COPY OF TH15G'j c��+r o• DUR,FAC. ��
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. `SlAj,� {S
.__TOT . TAlAq PLATE INSTITUTE,, NOS • 199 NATIONAL NSPECIFICATIONF STq T "YGU t� SPACING 24.0" TYPE S P e C
JO - 1 LOT J 9' i "1 HJ W TRAY THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
REACTION OF 397.92. WINO TC OL - 5.0 PSF. WIND BC OL - 5.0 PSF,
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ROOF OVERHANG DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00
SETBACK. CORNER JACKS HAVE NO WEBS.
CONTRACTOS
THIS TRUSS IS DESIGNED TO BEARIAND/OR SUPPORT AftlIPM,ZL3Vt@,QBAILSOSLED
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
46* INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY.
}(.
12'6"12
9'10'13 mI
7 7
11 7"10
3X4 m
v
[V
nt m
O O
12
in 4.24 p fn 9, „2
5X4
zo
m
2X4(AS)
i
�I a 2.83 i „2
12
4X5(R)
9'10'13
�- 2'9"15 6'8'9 3 2'4
9'10'13
Rv-570# U-360# W-4'15
PLATE-ALPINE TPI95 TPI-95 (STD QTY= i PLIES= 1 TOTAL= 1 REV. 18.2C4 SCALE =0.59i5
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CAPE 01/06
RA98 TC LL 20.0 PSF REF
t
*IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BCING. SEE H1B-91 BY TPI. SEE THIS DESIGN ej TC DL / .0 PSF DATE 01/06/98
FAILURE TO BUILD THE TRUSS IN CONFOAKANCE WITH QSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING PEALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTW GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - A291g� !f BC OL 1 0.0 PSF DRWG
A446 GA 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD SC LL 0•O PSF T WP
CONNECTORS PEA OAAWINGS 130. 150 C 1GOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHEO RIGID CEILING--SEE s t A r F OT; TOT.LD. 37.O PSF 0/A LEN, 9 10 13
CONFORM W/APPLICABLE PROVISIONS OF NOS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE P/1/9A FOR PROPER '� SQA"D
SEAL ON THIS GRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS n'j �'. '� DUR.FAC. 1 .25
IN ONLY, AND SHAH NOT BE REARED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. STAy�,A,�[Z
r--TP . TRU55 AT N T T T 99 NATi 1 N SPE TF AT ON F M NSTRUCTION "21J tom_ ISPACING see above TYPE spec
—D 1 LOT J 7'E J W VL T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #2 N
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
REACTION OF 156.06. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Rv►56d6 15H16200AIUfULED
1176
0
m m �10'1"1
0 0
12
6 p
m
m 2X4(AS)
4 3.5
c�
12
8 1"2
7'
-- ---2 7
Rv-409# U-300# W-3'8
TAG = T18 SEQ = 29238
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 4 PLIES= 1 TOTAL= 4 REV. 18.2c4 SCALE =0.6344
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REDUIRE EXTREME CARE 0 1/0 6 9 8 TC LL 20 .0 PSF REF
t
*IMPORTANT* SHALL NOT BE RESPONSIBLE FDR ANr ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN r TC OL 7 .0 PSF DATE 01/06/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE IFILALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP cA�2919� M�� BC OL 10.0 PSF ORWG
A446 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T O 0 PSF T WP
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL
CONNECTORS PER DRAWINGS 130. 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE A I A T E Of W
CONFORM W/APPLICABLE PROVISIONS OF NOS t TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER 'Ik'.�'rIOR%", TOT.LD. 37.0 PSF O/A LEN. 7
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS '+ JOUR.FAC. 1 .25
IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. OESIGN TO THE TRUSS ERECTION CONTRACTOR. cr 'Ese�'
TPL.-TRUSS ATEINSTITUTE. S. 1991 NATIONAL DESIGNSPECIFICATION f WCONSTRUCTION SPACING 24.0" TYPE e j a C k
J b: 8-001 LOT J 5' CJ W VL T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #2 N
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
REACTION OF 98.13. WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Rv-4R#-98W-2OGAILG0ILED
10'7"6
in
9'5.15
0 0
N 12 N
6 �
m
2X4(AS)
T a 3.5
A•3 12 8'1"2
5'
2'
I 2 � 5,
Rv-344# U-2700 W-3"8
TAG = Tit SEQ = 29241
PLATE-ALPINE TPI95 TPI-95 STO QTY= 2 PLIES= i TOTAL- 2 REV. 18.2c4 SCALE =0.8002
ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CAPE 01/06 98 TC LL 20.0 PSF REF
t
*IMPORTANT** SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING, ERECTION ArmDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN rT $ TC OL / ,0 PSF DATE 01/06/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE yALPINE CONNECTORS ARE NAGE OF 20GA GAIV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP °A23 9" IBC OL 1 0 .0 PSF DRWG
MA6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPERTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD BC LL 0•0 PSF TWP
CONNECTORS PER DRAWINGS 130, 150 G SGOA-F, DESIGN STANDARDS W17H PROPERLY ATTACHED RIGID CEILING--SEE •TATE 0'T
CONFCRM W/APPLICABLE PROVISIONS OF NOS G TPS. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER AOR SO, TOT.LD. 37,C0� PSF 0/A LEN. 5
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH ACOPY OF TM IS 1� DUR.FAC. 1 •25
IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR.
•--TOT . TRUSS PLATE INSTITUTE, NOS- 1991NAT N1 DESIGNSPECIFICATION FDR M NSTR T1 "TGU t�`_ SPACING 24.0" TYPE j 8 C k
1 LOT J 3 1 CJ W V T THIS OWG. PREPARED BY THE ALPINE JO DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #2 N
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
REACTION OF 26.85. WINO TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF,
CONTRACTORS WARNING: ROOF OVERHANG/CANTILEVER DESIGNED FOR A 2.00 PSF SOFFIT LOAD.
THIS TRUSS IS DESIGNED TO BEAR ANO/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Rv-27# NAILED
i
9'7"6
0
m m
0 0 8'10"15
12
2X4(AS) 6
co
m
T-1
3.5 8'1"2
!22
3'
Rv-2940 U-240# W-3'8 Rv-177 U-200/ NAILED
TAG = T30 SEO = 29245
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.204 SCALE =1 .0833
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE T C LL O . PSF REF
t
IMPORTANT**SMALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDLING. ERECTION AND 01/0698DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING.SEE HIB-91 BY TPI. SEE THIS DESIGN rT RnT C OL 7.0 PSF DATE 01/06/98
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE i1�ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP A23 9� A6C DL 10.0 PSF DRWG
AAl6 GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER
TRUSS ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 6C LL 0.O PSF TWP
CONNECTORS PER DRAWINGS 130. 150 G IGOA-F. DESIGN STANDARDS U17H PROPERLY ATTACHED RIGID CEILING--SEE S T Ar E Of=
CONFORM W/APPLICABLE PROVISIONS OF NOS i TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER �OptO, TOT.LD. 37 .0 PSF OSA LEN. 3
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS �'j +r o•A� OUR,FAC. 1 .25
IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. SlA1,__ -..f.S
"--TOT . TRIM%PLATE INSTITUTE. NDS 1991 NATI NAL 5 N P f AT f M NSTRU TI N SPACING 2 4.0'" TYPE a C k
J - LOT J 1 ' CJ W V T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
TOP CHORD 2x4 SP #2 N
BOT CHORD 2x4 SP #2 N -
WEBS 2x4 SP #2 N
AN UPLIFT REACTION OF -159# OCCURRED ON A
ROOF OVERHANG/CANTILEVER OESIGNED FOR A 2.00 PSF SOFFIT LOAD. NON-WINO LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. 100 MPH WINO. 15.00 FT MEAN HGT, SBCCI,
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
WIND TC DL - 5.0 PSF, WIND BC DL - 5.0 PSF.
THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
REACTION OF 339.21.
CONTRACTORS WARNING:
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY,
i
2X4(A1) g 6
m m
o a
8'3"15
°1 12
� 6 C7 z•B 8'1"2
a 3.5
12
2' 1'
Rv-3801 U-2801 W-3'8
Rv-2D*1691-200,91UiKIL ED
TAG = T31 SEG = 29248
PLATE—ALPINE TPI95 TPI-95 (STD) QTY= 2 PLIES= 1 TOTAL= 2 REV. 18.2C4 SCALE
SCALE =1 .5831
ALPINE ENGINEERED PRQOUCTS, INC. TRUSSES REWIRE EXTREME CARE 0 1/0 6 9 8 TC LL 20.0 PSF REF
t
IMPORTANT9E 3E SHALL Nor BE REsvorls2BLE FOR ANY ARMING IN HANDLING. ERECTION AND (�oDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN T TC DL 7•O PSF OATE 01/O6/98FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH 0ST68 BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TCP A23fg� .� BC OL 10 .0 PSF DRWG
A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 .0 PSF T WP
CONNECTORS PER DRAWINGS 130. 150 6 1SQA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING--SEE T A T E Of „
CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE b/1/911 FOR PROPER :�(<OR tO,+�J TOT.LD 37.0 PSF 0/A LEN. 1
SERI ON THIS DRAWING APPLIES TO T1Wi COMPONENT QEPILTED HERE DRYWALL APPLICATION. FlghISH A COPY OF THIS Y'} T ..o• OUR.FA Ci. 1 .25
IN ONLY, AND SHALL H07 BE RELIED UPON IN ANY OTHER MAY. DESIGN(TO THE TRUSS ERECTION CONTRACTOR. 15, E�l 2.1
•--TCT TRUSS PLATE INSTITUTE. 991 NATIONAL NSPECIFICATION FOR W NSTR TI N SPACING 24.6" TYPE j aC k
J b: - L T J 9' 10"13 HJ W V T THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS_& DIMENSIONS SUBMITTED BY TRUSS MFR.
TOP CHORD 2xy SP #2 N
BOT CHORD 2x4 SP #2 N
WEBS 2x4 SP #3
100 MPH WIND, 15.00 FT MEAN HGT, SBCCI,
THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF,
SETBACK. CORNER JACKS HAVE NO WEBS. WIND TC OL - 5.0 PSF, WIND BC OL - 5.0 PSF.
CONTRACTORS WARNING: THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM
THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS REACTION OF 290.01.
AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING
INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY, A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
Rv-33941349#U-2MILEINAILED
46k
12'8"12
4'11'6
T7 11 7"10
0
3x4 ;" 10 0"10
o
12 0
� 4.24 p m
4X4
cpm
m 2X4(AS) 1.5X3
�I 2 2.47
1z
10'1"13
�----2'9'15 9'10"13
RV-491# U-380# W-4'15
TAG = T3 SEG = 29251
PLATE-ALPINE TPI95 TPI-95 (STD) QTY= 1 PLIES= 1 TOTAL= 1 REV. 18.22c4 SCALE =0.5915
ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 01/06 98 TC LL 20.0 PSF REF
t
*IMPORTANT**SHALL NOT BE RESPONSIBLE FDR ANY ARNING IN HANDL ING. ERECTION ANODEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN cT qc� TC OL 7•O PSF DATE 01/06/9B
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH GSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE '1i c"4(i
ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP .123�,9� M�� BC OL 10.0 PSF DRWG
MAG GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER T
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY AITACHEO PLYWOOD SHEATHING, BOTTOM CHORD BC LL 0 •O PSF T WP
CONNECTORS PER DRAWINGS M. 150 C 16CA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING--SEE t T AT C art=
CONFORM W/APPLICABLE PROVISIONS OF NOS&TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER �1 �AORt�* TOT.LD. 37,0 PSF 0/A LEN. 91013
SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ��'j��rr c"`" DUR.FAC. 1 .25
IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TR SS ERECTION CONTRACTOR. `sT,c1y_ EI,�jS
T..+ _ T*fMc W ATF TM YTTUTF- NDS- 1991 NAT A P IF2 AT F M NSTRU TI N "CGU SPACING see above TYPE aCk
Truss Connections
BESTCON INC. 3�u I
1213A or B MODEL, ATLANTIC BEACH WEST
Truss Uplift Truss Stud to Double Stud to Sill
Left Inter. Right Connection Plate Connection Connection
T1 530 960 480 (2)HCPLL; (1)RTPGA830ts;HCPLL TYP ; N/A; TYP TYP ; TPP4 on Post ; TYP
0T2, T3, T4,T5 560 560 (2) HCPLULR TYPICAL TYPICAL
T6 1 560 420 (2) HCPLULR ; HANGER TYPICAL TYPICAL
T7, T9 560 560 (2) HCPLULR TYPICAL TYPICAL f
T16 770 720 (2) HCPLULR ! TYPICAL TYPICAL
ALL OTHER'S <510 <510 a (1) HCPLULR TYPICAL I TYPICAL
Where RTPGA830 is indicated install two(2)SYP studs(Min.)under each bearing point. Toe-nail trusses to Dbl. Pt. with 4- 16d com.
Typical:TPP4 at sill and double plate at 32"o.c. (Capacity: 395 pif or 790#uplift for trusses at 2'o.c.)Nail with 8- 10d com.
HCPLULR Uplift Capacity: 510# ; STC-24 Uplift Capacity: 655#; RTPGA830 Uplift Capacity: 1950#
Simpson LTT20 Uplift Capacity : 1750# ; MST27B Uplift Capacity: 3745# v
All connectors are SEMCO or equal (U.O.N.) o u
40
Jeffrey K. Hulsberg P.E. (904)886-2401
Batik 9187 Pg 232P-
Prepared
322Prepared by and
, 9187
Record and Return to:
Bk
• 2322
L Doc# 99016704
J. Michael Hughes,Esquire Filed 8 Recorded
Gibraltar Title Services,Inc. 01/21/99
4190 Belfort Road Suite 350 04:03:20 P.M.
Jacksonville,Florida 32216 HENRY W. COOK
CLERK CIRCUIT COURT
DUVAL COUNTY, FL
REC. f 5.00
NOTICE OF COMMENCEMENT
PERMIT NO. TAX FOLIO NO. 170959-0000
STATE OF FLORIDA
COUNTY OF DUVAL
The undersigned hereby gives notice that improvements will be made to certain
real property, and in accordance with Chapter 713, Florida Statutes, the following
information is provided in this notice of commencement.
1. Description of real property to be improved (legal description and address, if
available) :
Lot 3 B12ck 161 Section "H", ATLANTIC BEACH, according to plat thereof,
as recorded in Plat Book 18 page 34 of the current Public records of
Duval County, Florida
2. General description of improvements:
Single family residence
3. Owner Information:
(a) Name and Address:
BESTCON, INC. , 910 Owens Avenue, Jacksonville Beach, Florida 32250
Phone #: 381-4312 Fax #: 381-4313
(b) Owner's interest in the site of the improvements (if other than fee simple
title holder) :
(c) Name and Address of fee simple title holder (if other than owner) :
4. Contractor:
Name and Address:Same as owner
Phone #: Fax #:
5. Surety on any payment bond:
(a) Name and Address:
Phone #: Fax #:
(b) Amount of bond $ (copy of payment bond, if any, attached hereto.)
6. Name of any lender making a loan for the construction of the improvements:
AMSOUTH BANK, 9424 Baymeadows Road, Suite 100, Jacksonville, Florida 32256
Phone #: 281-7610 Fax #: 281-7647
(� 7. Persons within the State of Florida designated by owner upon whom notices may
V J be served as provided by Section 713.13 (1) (a)7, Florida Statutes (Name and
Address) :
Phone #: Fax #:
8. In addition to himself, owner designates the following person to receive a copy
of the lienor's notice as provided in Section 713,13 11) (b) , Florida Statute
(Name, Bank and Address) :
G. Hollifield, AMSOUTH BANK, 9424 Baymeadows Rd, Ste 100, Jacksonville, F1 32256
Phone #: 281-7610 Fax #: 281-7647
9. Expiration date of notice of commencement (the expiration date is one (1) year
from the date of recording unless a different date is specified) :
BEST,C-O(�N, INC.
r
�A By: J e'' u V t
al A. Y W. H. WALTON, JR. ice President
1
h (CORPORATE SEAL)
/ ) Lx (OWNER)
AT—
worn t and S Abe ore me
���c%-,-/�— r / this da 1999.
N ry P lic, ate of Florida
(Please print name)
;«""'yy;• DAVID P.UBBENS My Commission Expires:
MY COMMISSION N M97387 EXPIRM Serial No. , if any: ✓ r
duly 21,IM Personally known
BONDED THFUTROY FAIN INSURANCE.INa Produced identification
Type of Identification produced:
( NOTARIAL SEAL )
POST A CERTIFIED COPY OF THE RECORDED
.t1nbch\nocm b3,a61 NOTICE ON CONSTRUCTION SITE
Bes con Inca 07/16/98
Plan 1213
Design Based on 1994 SBCCI, Section 1606
Roof Pitch : 6/12 Mean Roof Height( ft ): 15
Wall Height: Varies Velocity Pressure (psf): 20.44
Wind Speed(mph) : 100 End Zone Length ( ft ) : 6
Wind Front to Back: Transverse
Left Sidewall : Length of Load Area -2'+10.33'=12.33'
Description Width (ft) Height(ft) GCp Pressure (psf) Load c@ Top Plate (lbs)
First Floor Wall 6 8 1.65 20.44 809
First Floor Wall 6.33 8 1.1 20.44 569
Shearwall Length: 3'+3'=6 P&LF0,L4 ,uJ Total 1378
Load Shearwall Unit
Length Shear
Unit Shear: 1378.48 6 229.7 plf 1st. floor SW(3)W/MTTS27B @ END:
Right Sidewall of Porch: Length of Load Area - 10.33'+6.17'=16.5'
Description Width (ft) Height(ft) GCp Pressure(psf) Load @ Top Plate (lbs)
First Floor Wall 16.5 8 1.1 20.44 1484
Shearwall Length: 5' Total 1484
Load Shearwall Unit
Length Shear
Unit Shear: 1483.68 5 296.7 plf 1st. floor SW(3)w/MTS27B
�G
Jeffrey K. Hulsberg, P.E. (904) 886-2401 1
Bestcon Inc. 07/16/98
Pian 1213
Right Sidewall of Master Bath: Length of Load Area -6.17'+11'=17.17'
Description Width (ft) Height(ft) GCp Pressure (psf) Load @ Top Plate(lbs)
First Floor Wail 17.17 8 1.1 20.44 1544
Shearwall Length: 3.5' Total 1544
Load Shearwall Unit
Length Shear
Unit Shear: 1543.93 3.5 441.1 plf 1st.floor SW(3)w/MTS2713, SYP
Right Sidewall: Length of Load Area - 11'
Description Width (ft) Height(ft) GCp Pressure (psf) Load @ Top Plate (lbs)
First Floor Wall 6 8 1.65 20.44 809
First Floor Wall 5 8 1.1 20.44 450
Shearwall Length: 3.5'+4'+8'=15.5' Total 1259
Load Shearwall Unit
Length Shear
Unit Shear: 1258.88 15.5 81.2pIf 1st floor SW
Wind Side to Side: Longitudinal
Front Wall of Main Frame: Length of Load Area-3.5'+3'+11.75'=18.25'
Description Width (ft) Height (ft) GCp Pressure(psf) Load @ Top Plate (lbs)
First Floor Wall 3.5 8 1.65 20.44 472
First Floor Wall 3 8 1.2 20.44 294
First Floor Wall 11.75 8 0.8 20.44 768
Gable 3 0.75 1.2 20.44 55
Gable 11.75 4 0.8 20.44 768
Shearwall Length: 16.5'+5.5'+8.5'+3'+12'=45.5 Total 2358
Load Shearwali Unit
Length Shear
Unit Shear: 2358.36 45.5 51.8 plf 1st floor SW
Jeffrey K. Hulsberg, P.E. (904)886-2401 2
Bestcon Inc. 07/16/98
Plan 1213
Rear Wall of Main Frame: Length of Load Area -11.75'
Description Width (ft) Height(ft) GCp Pressure (psf) Load @ Top Plate (lbs)
First Floor Wall 6 8 1.2 20.44 589
First Floor Wall 5.75 8 0.8 20.44 376
Gable 6 1.5 1.2 20.44 221
Gable 5.75 4.5 0.8 20.44 423
Shearwall Length: 15.5'+4.5'+27.5'=47.5 Total 1608
Load Shearwall Unit
Length I Shear
Unit Shear: 1608.35 47.51 33.9 plf 1st floor SW
SW- Shearwalls nailed at 6" c.c. on edges and 12"o.c. on intermediate supports With 8 d common.
SW(3)- Shearwalls nailed at 3" o.c. on edges and 12" o.c. on intermediate supports with 8 d common.
� J
Jeffrey K. Hulsberg, P.E. (904) 886-2401 3