Permit 1102 Main St (vault) PERMIT WORKSHEET Certificate of OccupancyL -10- 1 -04-
Job Address: Type Work: 'f3FR
Property Owner: Phone # -TLfL4- a-74-1
Contractor: Phone # -144 -
Permit#: Date Issued:
Building Inspections: Footing
Tie Beam
Lintel
Nailing / Sheathing -7-13-ot�
Framing / Cover Up -7.
Insulation -7,
Final Building t(5 7. (,,- C>
Tree Permit# YES NO
Electrical Permit# Date /Copy to
JEA
Temp, Pole Permit# Date/Copy to
JEA
Temp. Power Letter Received: YES NO
Inspections: Rough Electric 17,.?,o D4� Released to JEA -7-Za-n�V--
Temp. Power Released to JEA
Temp. Pole Released to JEA
Final Released to JEA to - a-oL�
Mechanical Permit#
Inspections: Rough L ID b� Final L C)-
Plumbing Permit# C1q - 2-91&S
Inspections: Rough Underslab to Topout
Water Sewer o4 Final L lo - (P-*b
Drainage Inspection:
Pool Permit#
Inspections: Steel Final
Grounding Final
Roofing Permit# I
Inspections: Nailing Sheathing Final
Fire Inspection:
Failed Inspections: Date Paid:
Date Paid:
Building,
Planning &
Zoning
Inspection CITY OF ATLANTIC BEACH
Depanment CERTIFICATE OF OCCUPANCY WORKSHEET
I 1)-,�A
Date Requested: J I
Contractor Name: (4
Permit #:
Property Address: 610
Legal Description:
14
Improvements to the above-described property have been completed in
accordance with the terms of the permit and are certified to be ready for
occupancy as:
�� Single-F ily Reside�nt Commercial - Other:
Lowest Floor Elevation:
Required As Built
ThefolZowing must be completed before issuing Certificate of Occupancy:
Department Date Notified Date Approved Approved By
Fire Dept.
Public Works *7 0 lo - *7 -o
Planning Dept. /�L,70_/ &,/— 6)7
Building Dept. /0 7 0
Final Survey with FFE Des No
All Re-Inspect Fees Paid No
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH FL 32233
C E R T I F I C A T E 0 F 0 C C U P A N C Y
P E R M A N E N T
Issue Date . . . . . . 10/07/04
Parcel Number . . . . . -
Property Address . . . 1102 MAIN ST
ATLANTIC BEACH FL 32233
Subdivision Name . . .
Legal Description . . .
Property Zoning . . . . TO BE UPDATED
Owner . . . . . . . . . BENNETT, KEVIN
Contractor . . . . . . KEVIN W. BENNETT
904 744-0747
Application number 04-00028185 000 000
Description of Work SINGLE FAMILY RESIDENCE
Construction type . . .
Occupancy type . . . .
Flood Zone . . . . . .
Approved . . . . . . .
e7 &Ir-�
Building Offici�l
VOID UNLESS SIGNED BY BUILDING OFFICIAL
800 SEMINOLE ROAD,ATLANTIC BEACH,FLORIDA 32233
FAX(904)247-5845 CITY OF ATLANTIC
BEACH
Fax
To: John O'Malley From: Building Department
Fax: (904)246-6495 Pages. 2(including cover sheet)
Phorw. N/A Date* 10/11/2004
Re: CO for 1102 Main Street CQ
0 UrwMt 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle
0 Comments:
Ba 4 ok 1"10 page Af V C-
MIN.
7
ONE
FLA.1977 LAWS
RAMCO FOPM 409
FS 713.13 12!
L>
Notice: 0
LOMMe Ment
(Prepare in Duplicate)
concern:
To What It MAY
The undersigned hereby infornis all concerned that irnprovem' will be made to certain real property,
and in accordance with section 713.13 of th6 Florida Statutes,the follo 'information is stated in this NOTICE
OF COMMBNCEMENT.
"Zo
Description of pro erty................. ..... .. . ............ .........
1:� . ............ .. .... X'.27 . - , . ... -
..................... ....XR!A-i�.Q.....7?77.... Cr....... ....... ...............
........................................................................................... ....... .....11.1...................... ...................I..........
.......... ............I........I............
......................................................
General description of improvements.... ..
.................... ........ .................I.................. ............I...... .............. .........
.................I......11-0...... ....... ................................I........
.............. ......
Owne rswx&�... . jz ....................I................. ...................
g.;T.,j
Up
Addr e's s ZR.-..Tt�P,MA ...A72-77
Owner s interest i4;ite*of the improvement........ ............ ........ .......... ..................... ..........
Fee Simnlo Title holder(if other than oyrner)*
...�.RZVnCA&..
c
Address�44V).....Vv--�-PyAsr .-Ap ...... I-Mlif......... . ................................I.............
Contractor ................................I............ .................... ............... .............................................................
Ad di e S's ..............................I......................................................... ......... ..........:....................................
Surety(if .......................... .......I........I...............;....................=...............................I.............................
Address.... ....................................... ...........I........................I....... Amount of bond S �......................
Any person'mikinj a loan for the constructioni improvements:
Name...... ..........................................I......—....... ....... ......................
.............................
Address.................................... ................... ...... ............... .......... ......
Person withi�'thq`Stato of Florida designated by owni;,upon whom notices-or other documents may be served:
Name.........................;......4w..............................................I............I..........&I.—I.,.......... ...................I......................
Address....
..........................................................
In addition i3 hiiailf;bwner designates thetbllowing'person to re6dive�Appy of the Lienor's Notice as provid e d in
Section 713"13(1)-�h),Florida Statues. (Filth"A-at Owner's option).
q
Name..... .................. ............ ...................... .......... ........... ..................................... ...............
Address...................... ........ .......... ........... .......................... .............. ....... ...... .................. .......
This spaco.fdk,;e46rder's use only
IC :JO03 ......... ..... ....
02
P le: 4 Owner
F ed & R Odgo AW-s
M
05/23 2 Sworn to subscribed before me this day of
I M FLL
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CL ERK CI IT pp ........ .. ................
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Notary PuW6
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V.:
MAP SHOWING BOUNDARY & TREE SURVEY OF
LOT 6, LESS AND EXCEPT THE NORTHERLY 10 FEET THEREOF,
BLOCK 200, ACCORDING TO THE PLAT OF
SECTEON "W"" ATLANTEC REACH
AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
TOGETHER WITH THE NORTHERLY 1/2 OF THE CLOSED ROAD
LYING SOUTHERLY AND ADJACENT TO SAID LOT 6, BLOCK 200.
CERTIFIED TO:
KEVIN BENNETT.
b
LOT 5 PALM
BLOCK 201 0 LOT 5, BLOCK 200
3"
0- CHINESE J02.00' (R)
TALLO 102.00' (A4) 5" 12"
LOT 5 TREE OAK
1 O"o 12"
NORTHERLY 10' LOT 6 LOT 6 OAK 0 PINE
112 IRERA R BLOCK 200 10' EXCEPTION QAK& 112-REBAR
A SSOC.SUR. 2- 0 A SSOC.SUR.
L.S.5488 TREE@ 4- L.B.5488
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FS OAK@ OAK OAK
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HICKORY olll�
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112 IREBA R 102.00' (M) 112 IREBA R
ASSOC.SUR. 102.00- (R) A SSOC,SUR.
L.8.5488 L.B.5488
LO
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APPROXIMA 7E TOP OF BANK
25'j� OPEN
DITCH wEs r o0l.A ZA 102.00' (M)
(50' PICHT—Of--WA Y) .102.00-' (R)
c t OS
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oSED By 010. No. 65-84— 10, EASDVENT MA)" 8E I?ESZI?VED
ORDINANCE NO. 65-84-10, CLOSING WEST PLAZA, NOT VERIFIED BY THIS OFFICE. "��'APPROXIA4A TE TOP OF BANK
REVISED 04-27-2004
E Y 0 GENERAL NOTES.
1. ANGLES ARE SHOWN FOR THIS SURVEY.
2.THE PROPERTY THUS SHOWN HEREON LIES WITHIN FLOOD ZONE X AS BEST
DETERMINED FROM F.E.M.A. FLOOD MAPS PANEL NO- OD01 DATED 04-17-19139.
ASSOCIATED SURVEYORS INC. 3.THIS IS A SURFACE SURVEY ONLY. THE EXTENT OF UNDERGROUND FOOTINGS,
LAND & ENGINEERING SURVEYS PIPES AND UTILITIES, IF ANY, NOT DETERMINED.
4.JURISDICTIONAL AND/OR ENVIRONMENTALLY SENSITIVE AREAS IF ANY, NOT
3846 BLANDING BOULEVARD LOCATED BY THIS SURVEY.
JACKSONVILLE, FLORIDA 32210 5.THIS SURVEY BASED ON LEGAL DESCRIPTIONS FURNISHED. THE PUBLIC
s 904-771-6468 RECORDS WERE NOT SEARCHED BY THIS SURVEYOR FOR EASEMENTS,
. 1� TITLE, COVENANTS, RESTRICTIONS. CLOSURES, TAKINGS OR ORDINANCES, ETC.
0 s CERTIFICATE OF AUTHORIZATION NO. LB 0005488 THERE COULD BE OTHER MATTERS OF RECORD THAT AFFECT THIS PARCEL.
6.UNLESS OTHERWISE STATED ALL IRON PIPES FOUND HAVE NO IDENTIFICATION.
I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY LEGEND�ABNREVIIATIIONS
DIRECT SUPERVISION AND MEETS THZ MINIMUM TECHNICAL 0 SET IRON PIPE OR REBAR P.C. =POINT OF CURVE COVD = COVERED
STANDARD,S FOR LAND wi-IfING PURS'j NT T I CHAPTER "ASSOC.SURVEY* OR LB.5488 P.T. =POINT OF TANGENCY F-8.=ELECTRIC BOX
6IG17- FLORIDA ADM,e7ls�71R -��O 0 D E. APT 47 2, F.S. 0 FOUND IRON PIN OR PIPE (IP) P.R.C. = POINT OF REVERSE CURVE
NUMENT (C.N P.C.C. = POINT OF COMPOUND CURVE
E FOUND CONCRETE MO 1.)
X CROSS CUT OR DRILL HOLE C/L = CENTER LINE R/W= RIGHT OF WAY
BY: 7 FLORIDA -AD I PU CONC. = CONCRETE B.T.= BUILDING TIE
io
(R) =RECORD (M) = MEASURED
CH LE B. HATCH�R 7 FLORIDA IlERTjyrCATE NO. 3771 R. =RADIUS L. = ARC LENGTH A\C =AIR CONDITIONER (E.T.) = EAVE TIE
S L 'T 'V
L O.R.B.=OFFICIAL RECORD BOOK zm =WATER METER '4a,= UTILITY POLE
CH RLES L. STARLI* FLORIDA CERTIFICATE NO. 4579 R.V. =OFFICIAL RECORD VOLUME P.EQ. =POOL EQUIPMENT �= GUY ANCHOR
RAYMOND J. SCHAE R FLOR;DA CERTIFICATE NO. 6132 OP.R.M.=PERMANENT REFERENCE MONUMENT -O.U.- =OVER HEAD UTILITIES CH = CHORD
27-2002 B R.L. =BUILDING RESTRICTION LINE X—X CHAIN LINK FENCE BTN. = BETWEEN
JOB NO. 33720F DATE 12- E.T. =ELECTRIC TRANSFORMER & PAD W—W WIRE FENCE 0-0 WOOD FENCE
SCALE: 1" = 20' 1 DRAFTER 9.Z.-Mff J.E.A. =JACKSONVILLE ELECTRIC AUTHORITY C & R = COVENANTS & RESTRICTIONS
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
10/04/2004 21:26 9042466495 OMALLEY PAGE 02
FROM PSSOCIATED SURVEYM INC FAX NO. 904 771 3659 Get. 05 2004 12:45M PI
I VA I I ltV
lift OF
M- *Y la;FEET THLREOF. BLOCK. 200,
AN. '! cH, AS RECORDED
CA --T -OF SECUON. -H" ATLANTIC SEA
qCaMjrAG. jD T+.W PLAT
:6F'-Wt' CURRENT PUBLIC RECORDS OF DUVAL
1-8j PAGE 14
��ODA. .TQCEjj,IER. Mili THE NORTHERLY 1/2 OF THE CLOSED
�,'4p'6 WS"
ERLY' AND ADJACENT TO SAID LOT 6, SLOCK 200, AS
R-W- '�L-�*g"SOW."
4E6�b)-,bY :6RbI9,AN-Ct #65-84-10-
'LED 10-1 ROBERT T. WMEKIN, KIMItA MCNEER'Lt"
STEWART TITLE'GVAMTY C010AXY,
WkTSON & OSBORNE TITLE'SnVICES, INC.
"D ROMESOUTR MILT12AGE CO"ORATION-
LOT 5 LO-t 5, BLOCK 200
MOM 201
to-or (rl
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LV1t3q/:1kJU4 21:26 . 9042466495 OMALLEY PAGE 01
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645 Mayport Rd, SW% I
Atlantic Beach, FL 32233
904-241-3141
John Joseph O'Malley 1-800-861-0234
President Fax-904-246-"95
Licensed Real Estate Broker omalleyiax@aal.com
Date- to 16 1
To: qc:nx�
Fax No.
From:
Re: t vw�
V
0/0
V
dad
Number Of Pages:
(Including Cover Page)
'The information contained in this facsimile(and/or the documents accompanying it)may contain
confidential information.The information is intended only for the usc of the individuals to whom it is
addressed.If you are not the intended recipient,or the employees or agent responsible for delivering it to
the recipient,you are hereby notified that any dissemination,distribution,copying or taking of any action in
the reliance on the contents of this information is strictly prohibited,If you receive this ficsimile in error,
please notify us immediately,"
IS CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00028185 Date 7/14/04
Property Address . . . . . . 1102 MAIN ST
Tenant nbr, name . . . . . . NEW SFR, RAD1484, 1934
Application description . . . SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 132546
Owner Contractor
------------------------ ------------------------
BENNETT, KEVIN KEVIN W. BENNETT
4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE
JACKSONVILLE FL 32277 JACKSONVILLE FL 32277
(904) 744-0747 (904) 744-0747
----------------------------------------------------------------------------
Permit . . . . . . MECHANICAL PERMIT
Additional desc NEW HVAC, FIREPLACE
Sub Contractor AIR FLOW DESIGNS, INC .
Permit Fee . . . . 109 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
------ ----------------------------------------------------------------------
Special Notes and Comments
NEW PLUMBING 13 FIXTURES
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 109 . 00 109 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 109 . 00 109 . 00 . 00 . 00
PERmrr IS AppROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
CODES,
BUILDING OFFICIAL
11\P �)g
-4.W
CITY OF ATLANTIC BEACH
MECHANICAL PERMIT APPLICATION
Date:
Property Address: Sw 0—
Owner: Qod-
Telephone#:
Contractor: Teleph9 #.
?e
7Z:
Contractor Address: S+hLu.( 0
In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance
with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of
good practice listed therein.
Type of Heating Fuel: If other construction is being done on this building
,0-'Electric or site,list the building permit number:
• Gas: —LP Natural —Central Utility 014 000,;C?/ FS
• Oil
• Other—Specify
MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK
0"Heat _Space Recessed V"'Central Floor gf"'Residential
,e Air Conditioning: —Room ;��entral — I
X"Duct System: Mat�n-� Thickness 0 Commercial
• Refrigeration Maximum capac cfin Cr'New Building
• Cooling Tower:Capacity gpm 0 Existing Building
• Fire Sprinklers:Number of Heads
• Elevator: Manlift Escalator (Number) ci Replacement of Existing System
• Gasoline Pumps _(Number) New Installation
C3 Tanks _(Number) (No system previously installed)
13 LPG Containers (Number)
0 Unfired Pressure Vessel c3 Extension or Add-on to Existing System
0 Boilers
Q Gas Piping 13 Other-Specify—
a' Other-Specify kjD�r FW'Pt"C
-LIST ALL EQUIPMENT
AIR CONDITIONING,REFRIGERATION EQUIPMENT CONDENSOR'S Approving
Number Units Description Model# Manufacturer Ton's Agency
cond 381yccoso eA�41111,el- C21 Is
HEATING-FURNACES,BOILERS,FIREPLACES&AIR HANDLEWS Approving
Number Units Description Model# Manufacturer BTU's Agency
/qJ4 FAqAkX�b--
TANKS Nominal Capacity Type Liquid Serial Approving
How Many &Dimensions Contained Manuficturcr No. Agency
800 Seminole Road-Atlantic Beach,Florida 32233-5445
Phone: (904)247-5800* Fax: (904)247-5845- http://www.ei.aditutic-beach.fLus
ACH
CITY OF ATLANTIC BE
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00028185 Date 7/12/04
Property Address . . . . . . 1102 MAIN ST
Tenant nbr, name . . . . . . NEW SFR, RAD1484 , 1934
Application description . . . SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 132546
Owner Contractor
------------------------
------- ----- ------------
BENNETT, KEVIN KEVIN W. BENNETT
4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE
JACKSONVILLE FL 32277 JACKSONVILLE FL 32277
(904) 744-0747 (904) 744-0747
---------------- -------------------------- ----------------------------------
Permit ELECTRICAL PERMIT
Additional desc . .
Sub Contractor . . SCHUMAN ELECTRIC INC.
Permit Fee . . . . 95 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
--- -------------------------------------------------------------------------
Special Notes and Comments
NEW PLUMBING 13 FIXTURES
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 95 . 00 95 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 95 . 00 95 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
CODES.
BUILDING OFFICIAL
ni-i
F_ V_- bc)c)+�-*CL)3t
CITY OF ATLANTIC BEACH
ELECTRICAL PERMIT APPLICATION
'a-,062 -PZ5�tv,,/-'*0 &tV.22 F/9::S— Date: -71kz 6e �
Property Address: — 11,1).2
Owner: Telephone#:
Contractor: Telephone#: 73 7— �10 Vo
Contractor Address:T,0-a)x VY171 )P:F- 3-:72� 7 Fax#:
In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in
accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach
ordinance and standards of good practice listed therein.
Building: BUXUding Type: C3 Trailer Service: If othur construction is
being done on this building
New Residence Q Temp. >< New Or site,list the building
Old �U Commercial 0 Signs El Increase Permit number:
Re-wire 13 Addition Sq.Ft. 0 Repair 0-4 -?21 WS
Conductor Size:' VAMPS: /_5V C P R AL
Switch or RACE
Breaker AMPS /Sm PH W VOLT -2 YO WAY
Existing Service RACE
Size AMPS PH W VOLT WAY
Feeders: NO. SIZE NO SIZE NO SIZE
Lighting Outlets
CONCEALED OPEN
Receptacles CONCEALED OPEN
10 AMPS 31 100 AMPS
Switches
Incandescent
Fluorescent &
M.V.
Fixed 0.100 AMPS OVER BELL
Appliances TRANSFER.
Air H.P.RATING H.P. RATING CEILING KW-HEAT
Conditioning COMP.MOTOR OTHER MOTORS AMPS BEAT
30
Motors 0-1 H.P. VOLTAGE PH NO. OVER I H.P. PHS
UNDER600V -QVER600V
Transformers NO. KVA NO. KVA
No-Neon-Transf
Ea._Sign
Miscellaneous
V 7
800 Seminole R fW14-n/t_icB_each,F14orida 32233-5445
Phone: (904)247-5800- Fax: (904)247-5845- http://www.ci.atlantic-beach.fLus
CITY OF ATLANTIC BEACH
S-) 800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
OR
Application Number . . . . . 04-00028185 Date 6/01/04
Property Address . . . . . . 1102 MAIN ST
Tenant nbr, name . . . . . . NEW SFR, RAD1484 , 1934
Application description . . . SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 132546
Owner Contractor
------------------------ ------------------------
BENNETT, KEVIN KEVIN W. BENNETT
4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE
JACKSONVILLE FL 32277 JACKSONVILLE FL 32277
(904) 744-0747 (904) 744-0747
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Sub Contractor . . GLASS PLUMBING
Permit Fee . . . . 126 . 00 Plan Check Fee . 00
Issue Date . . . . Valuation . . . . 0
----------------------------------------------------------------------------
Special Notes and Comments
NEW PLUMBING 13 FIXTURES
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 126 . 00 126 . 00 . 00 . 00
Plan Check Total . 00 . 00 . 00 . 00
Grand Total 126 . 00 126 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
CODES.
BUILDNd 0HICIAL
CITY OF ATLANTIC BEACH
PLUMBING PERMIT APPLICATION
-00
Date:
Property Address: WQI, Mcks
Owner. vvkln Wnnc+4--, - Telephone#:
Contractor: kcts.G Telephone#:
Contractor Address:
'Fax#:
In consideration of perrnit given for doing the work as described in the above statement,we hereby agree to perform said work in
accordance with the aflached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach
ordinance and standards of good practice listed therein.
Installation of plumbing and fixtures must be in accordance with the most recent edition 6f the Southern Standard Plumbing
Code.
Plumbing Type: If other construction is being done on this building or site,
ZNew list the building permit number:
0 Re-Pipe
Number of Fixtures:
Bath Tubs Showers
Closets Shower Pans
Dishwashers Sinks
Disposals Urinals
Floor Drains Washing Machine
Lavatory Water
Sewer Water Heaters
Other
Fees
Permit Issuing Fee: $35.00
Total Fixtures: X$7.00 + $35.00 5
800 Seminole Road-Atlantic Beach,Florida 32233-6445
Phone: (9")247-6800- Fax: (904) 247-SM- http:1ANww.cl.atlant1c4mach.fi.u9
)U
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FLORIDA 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 04-00028185 Date 5/25/04
Property Address . . . . . . 1102 MAIN ST
Tenant nbr, name . . . . . . NEW SFR, RAD1484 , 1934
Application description . . . SINGLE FAMILY RESIDENCE
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 132546
Owner Contractor
------------------------ ------------------------
BENNETT, KEVIN KEVIN W. BENNETT
4429 JIGGERMAST AVE 4429 JIGGERMAST AVENUE
JACKSONVILLE FL 32277 JACKSONVILLE FL 32277
(904) 744-0747 (904) 744-0747
----------------------------------------------------------------------------
Permit . . . . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . S94 . 00 Plan Check Fee 297 . 00
Issue Date . . . . Valuation . . . . 132S46
------------------------------ -------------- --------------------------------
Other Fees . . . . . . . . . CITY RADON SURCHARGE . 37
CAPITAL IMPROVEMENT 325 . 00
ST CONSTRUCTION SURCHARGE 8 . 70
AB CONSTRUCTION SURCHARGE . 96
SECTION H IMPACT FEE 1275 . 00
STATE RADON SURCHARGE 7 . 04
SEWER IMPACT FEES 1250 . 00
WATER IMPACT FEE 430 . 00
WATER CONNECT/METER ONLY 8S . 00
WATER CROSS CONNECTION 35 . 00
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total S94 . 00 594 . 00 . 00 . 00
Plan Check Total 297 . 00 297 . 00 . 00 . 00
Other Fee Total 3417 . 07 3417 . 07 . 00 . 00
Grand Total 4308 . 07 4308 . 07 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING
CODES.^.
BUILDING OFFICIAL
CITY OF ATLANTIC BEACH
BUILDING PERMIT APPLICATION
(FOR NEW SINGLE FANULY RESIDENCE AND
DUPLEX CONSTRUCTION)
Date:
Job Address:
Owner of Property: �EjZ,7,KJ LQ� i�)rziQAjit+
Address: -417ft,76C UL
t — 1-4/ , t--(_� -3 Z e'?-7 Telephone: "t' V -7 YY-07
Legal Description: Block Number: )C.) Lot Number: Zoning District: CLIA
Contractor: KEt lz.,,,_� State License Number: C (:�(_
Contractor's Address: (t
�Q51 arr�j�L/t,� A urr- -T4 x-t
Telephone: -'i6Li-3-33 -Y".73`5 Fax: 14 017
Describe proposed use and work to be done:—
Present use of land or building(s):
Valuation of proposed construction:
Is approval of Homeowner's Association or other private entity required? If yes, please submit with this
application.
Win th* project involve changes in elevation,site grade or any use of fill material or the removal of any trees?
Irw 0. Applicant certifies that no change in site grade or fill material will be used on this project.
YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building
Nic—
Permit.
NO. Applicant certifies that no trees will be removeb for this project.
YES. Removal of Trees will be required for this project.- TREE REMOVAL PERMIT IS REQUIRED. Tree
Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each mouth.
Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as approoriate
Incomplete applications may result in delay in issuance of permit.
STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please
contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have
Property Appraiser's Real Estate Number available.
STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction
topographical survey or grading plan is required. (If not required, written verifleation must be provided with this application.)
The Department of Public Works'is located at- 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834
STEP 3. Submit Tree Removal Application if trees are to be removed or relocated.
STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if
owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic
Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826
800 Seminole Road -Atlantic Beach,Florida 32233-5445
Telephone: (904)247-5800 -Fax: (904)247-5845 http://www.ci.atlantic-beach.fl.us
Page I Revised 1/14/03
In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being
performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner.
I. Current survey showing the property boundary with bearings and distances and the legal description.
2. Location ofafl structures.temporary and permanent,including setbacks,building height,number of stories and square footage. Identify
any existing structures and uses.
3. If required by the Department of Public Works,a pre-construction topographical survey.
4. Any significant environmental features,including any jurisdictional wetlands,CCCL,natural water bodies.
5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools
may be excluded from total Impervious Surface.
6. Other information as may be appropriate for individual applications.
I hereby certify that aJI information provided with this application is correct.
Signature of owner: —Date:
I hereby certify that I have read arid examined this applicalion and know the same to be true and correct. All provisions of the laws and
ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to
give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the
governing of construcfion 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.
Date:
Signature of Contractor: :�4:
Address and contact information of person to receive all correspondence regarding this application (please print).
Name: GUEL) W . ISEAWr,70-1
MailingAddress: 1/4'zq
Telephone: %(�?qq-67(0 -Fax: 90Q-7qY-07Y-7 E-�ail:
'76q-3-3_2,--'(53S
AS TO OWNER:
Sworn to and subscribed before me this day of 20
State of Florida,County of Duval
SHEO, 11%
N7
, I —
*otary's Signature
Qi %
SP "'Ooki".0
Personally known
ZO% #DD 031548 Produced identification
'%_��A'..* Z� ' -eA
'�o 0 Type of identification produced 0
UrAe
AS TO CONTRACTOR:
Sworn to and subscribed before me this day of (VI 20
State of Florida,County of Duval
S H E�,�
r Signature:
ry
4,18,<
55nally known
LP ced identification
-0 . roduced
of identification p ulrya
&�'P" 11 1.1*�". ',
800 flantic Beach,Florida 32233-5445
Telephone: (904)24 ax: (904)247-5845 -http://www.ci.atlantic-beach.fl.us
Page 2 Revised 1/14/03
WATER IMPACT FEE WORKSHEET
ADDRESS: //0
DRAINAGE
FIXTURE UNIT
FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS
Automatic clothes washers,commercial 3
Automatic clothes washers, residential 2
Bathroom group consistrig of water closet lavatory,
Bidet, and bathtub or shower 6
Bathtub (with or without overhead shower or whidpool
attachments) 2
Bidet 2
Combination sink and tray 2
Dental lavatcry
Dishwashing machine,domestic 2
Drinking fountairiAcemaker 1/2 1, �-
Floor drdins 2
Hose bib
Kitchen.sink,domestic 2
Kitchen sink,domestic vAth food waste grinder and/or
dishwasher 2
Laundry tray(1 or 2 comp���ts)_ 2
Lavato!y 1
Shower compartnent domestic
Sink 2
Urinal 4
Urinal, I gallon per flush or less 2
Wash sink(circular or multiple)each set of faucets 2
Water cioset,flushorneter tank,public or private 4
Water closiA private installation 4
Water closet public installation 6
TOTAL NUMBER OF UNITS=
I MULTIPLIED X 20
JTOTAL$
Ill, Energy Code Information:
I Is the current energy code form completed properly and signed;
RESIDENTIAL CHECKLIST FOR ONE&TWO FAAHLY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-6W) Yes "/No N/A
2. Does conditioned square feet area on plans match square feet
NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes U/No N/A
AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between conunon walls shown? Yes No N/A
(FBC 13-602.1,ABC.1.1)
4. Is the 11 value for added insulation on exterior walls shown? Yes v*'-No N/A
5. a the 'R"value for ceilings shown? (FBC 13-604.LABC.1) Yes No N/A
PLANS EXAMINER: DATE:
6 Is the"R"value for raised floors shown? (FBC 13-605) YesV40' No N/A
OWNER: el I_-Ee XJAP JOB ADDPESS://02-. IYOIX) 7'. Are Energy Credits Claimed? Yes,�No N/A
A Attic Radiant Barrier Credit (FBC 13-607.LAA) Yes N/A
CONTRACTOR: PHONE NUMBER: 0 7V7 B White Roof Credit (FBC 13-607.1.A.5) Yes��No N/A
C. Programmable Thermostat (FBC 13-600.2.A.3.5) Ye No N/A
(CIRCLE)
1. Survey; IV Foundation Plan:
1. Is a specific purpose survey submitted? Yes /i No NIA 1. Are all footings shown,including interior bearing walls,
2. Is correct Flood Zone shown? Yes No NIA Column pads and concentrated loads? Yes/,No N/A
3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes
in an"A"or"V"zone7 Yes No /No N/A
NIA 3. Are all elevation changes in slab shown? Yes N/A
4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A 4. Is minimum concrete PSI shown? Yes 0 N/A
Yes No N/A 5. Is slab reinforcement shown? Yes -
5. Is property in a flood way? ��N. NIA
6. Is flood way line shown? Yes NO N/A A. Wire mesh size and gauge? Yes, No N/A,.�
r
B. Fibermesh reinforcemen17 Y's ,-No N/A
6. Is vapor barrier,minimum 6 mil,shown? (FBC 1909.2) Yes V,-'No NIA
H. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes;,"'No N/A
I. Are plans sealed by architect or engineer? Yes
Y N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes No NIA
A. Are structural calculations submitted? es No N/A 9. Do plans show concrete footings have a specified compressive
2. Is correct wind speed showri? (FBC Figure 1606) Yes V No N/A Strength ofnot less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes --No N/A
3. Is exposure category shown? (FBC 1606.1.8) Yes qo�,Xo N/A 10. If pile foundation shown,is Sealed Soils Report submitted?
4. is importance Factor shown per FBC Table 1606? Yes V�' No N/A (FBC 1805.1) Yes No NtAv"
5. Are pressures for wind loading on components and cladding
Shown per FBC 1606.2.5? Yes V/No N/A
6. Are pressures for wind loading on components and cladding V. Typical Wall Section:
Shown per FBC 1606.2.5? Yes V No N/A I. Is finished grade shown? YesV� No N/A
7. Does structure meet requirements of FBC Table 500 for number of 2, Is minimum floor elevation shown? Yes V�No N/A
stories and allowable area? Yes No NIA A. Minimum 8"above adjacent grade? Yes�-,'No N/A
8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes*-� No N/A
for structural elements? Yes v,'No NIA C. Base flood elevation? Yes� o NIA
9. Are plans designed per SSTD 10-99? Yes VN0 N/A 3. Is minimum footing depth beneath finished grade shown? Ycsv`�No N/A
A. Are all appropriate charts and tables shown? Yes or No N/A (FBC 1804.1.3)
B. Are all appropriate requirements circled or highlighted? Yes %,"No N/A 4. Are all footing sizes shown? Yes I'N. NIA
10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes y' No N/A
Construction in High Wind Areas"? Yes V,,No N/A 6. Is vertical reinforcement shown? Yes�/ N. NIA
A. Are all appropriate charts and tables shown? Yes v ,No N/A 7. Masonry construction.
B. Are all appropriate requirements circled or highlighted? Yes No NIA A. Is exterior wall finish shown? Yes v�No N/A
II. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes ,"No N/A
High Wind Areas? Yes No NIA C. Is exterior wall insulation shown? Yes .,eNo N/A
A. Are all appropriate charts and tables showri? Yes No N/A D. Is exterior wall finish shown? Yes�`No N/A
B. Are all appropriate requirements circled or highlighted7 Yes No NIA 8. Wood Frame Construction
12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes e*�No N/A
Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes No N/A B. Is exterior sheathing(type and thickness)shown? Yes v'��o N/A
A. Are all appropriate charts and tables shown? Yes No N/A Ve C. Are nailing requirements(size and spacing)shown? Yes*0'No NIA
B. Are all appropriate requirements circled or highlighted? Yes No N/A (FBC Table 2306.1)
D. Is exterior wall finish shown? Yes V No N/A 15. Does bedroom open directly into garage? Yes No V" N/A
E. Is interior wall finish shown? Yes)00' No NIA 16. Does the number of bedrooms shown on plans match the number
F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes V'No N/A
grade shown? (FBC 2304.2.5) Yes V' No N/A
G. Are shear wall segments shown? Yes,/ No N/A 17. Is Designer's name and address shown on plans? Yes ./No N/A
A. Type of hold-downs shown? Yes V No N/A 18. Do egress doors and landings comply with FBC 1012.1.3
9. Are ceiling heights shown? (FBC 1202.2) yes�" No N/A and FBC 1012.1.5? Yes V/No N/A
10. Are all hurricane anchorage and hold-downs specified and labeled? Yes No N/A 19. Are habitable rooms shown with the minimunt light and ventilation
11. Is ceiling type shown,drywall thickness? Yes No N/A requirements of FBC 1203.1? Yesv/ No N/A
12. RoofFraming 20. Are garage doors,windows and other openings shown as meeting
A, Axe engineered trusses shown? Yes vo"No NIA wind load requirements for components and cladding per FBC 1606? Yes V11*`No N/A
B. Are conventional fiame rafters used? Yes No N/A ve" 21. Does floor plan show fireplace? Yes�/No N/A
1. Rafter size shown? Yes No N/A.1" 22. Are stair details shown? Yes No N/A%,"
2. Species of lumber shown? Yes No N/A v' A. Is minimum stair width shown? (FBC Table 1004) Yes No N/A t,'
3. Grade of lumber shown? Yes No NlAyl�' B. Are tread and riser sizes shown? (FBC 1007.3) Yes No N/A./
C. Type of roof sheeting shown? Yes V0'No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes No NIA%�
1. Thickness ofmofsheeting shown? Yes VNo N/A D. Are required landing shown? (FBC 1007.4)? Yes No N/A
2. Grade of roof sheeting shown? Yes V'No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes No N/A
3. Nailing pattern ofroofshecting shown? Yes VNo N/A 23. If floor plan shows mixed construction,are mixed
(FBC Table 2306.1) Construction details shown? (May require engineering.) Yes V .No N/A
D. Weight of Dry-In felt shown? Yes vl"'No N/A 24. Ifrequired,are tenant separations shown? Yes,/'No N/A
E. Type of roof cover shown? Yes v"No NtA A, Duplex (FBC Table 704.1)
I. Attachment asphalt/fiberglass shingles shown? Yes t"', B. Townhouse (FBC 704.4)
(FBC 1507.3.7) No N/A 25. Are all columns and beams shown for porches and lanais? Yes /�Nii N/A
2. Attachment of tile roof shown? Yes No N/A A. Are column type,size and anchorage shown? Yes yl�,No N/A
(FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes V J4o NIA
3. Other roof covering and attachments shown? Yes 'No N/A 26. Are all lintel and beam details shown? Yes .,,,"No N/A
F. Length ofroofoverhang shown? Yes ,�No N/A 27. Are engineering details provided for butt glass? Yes -"No N/A
G. Type of soffit and fascia shown? Yes V No N/A
H. Attic ventilation shown? Yes .,,"No N/A
1. Location,type and thickness of flashing shown? VIL Truss/Rafter Plan.
(FBC 1503.2.1 and FBC 1507.3.9) Yes v' No N/A I. Are engineered truss plans provided showing loads,uplifts and
J. Type and Raug of eave metal shown? Yes V,*'No NIA required connections? Yes/No N/A
2. Are all headers,beams,girders and interior bearing walls shown? Yes V��o N/A
3. Framed roof.
V1. Floor Plan. A. Is rafter plan shown,including size,spacing species,
I Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A
application? Yes V/No N/A B. Is ceiling joist plan shown,including size,spacing,
2. Are all room dimensions shown? Yes Y,/No N/A species,grade of lumber,span and connections? Yes No N/AV/
3. Are all door and window sizes shown? Yes No N/A C. Are collar ties shown,including size,spacing,species,
4. Are all emergency egress openings shown? Yes No NIA grade of lumber and connections? Yes No NIAV
5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade
(FBC 2405.2) Yes No N/A oflumber? Yes No N/A k/
6. Are all vertical reinforcements shown? Yes No N/A 4. Is roof sheeting indicated,showing type,thickness and nailu'18
7. Are all shear wall segments shown? Yes No N/A pattern? Yes ,,"No N/A
8. Are all bold-downs and hurricane anchorages shown? YesV No N/A
9. Is required attic access shown? Yes w"'No N/A
10. Are all plumbing fixtures shown? Yes,,' No N/A V111. FloorFraming.
11. Are all electrical fixtures shown? Yes��M N/A I Is engineered floor truss plan provided,showing loads,
12. Are all mechanical fixtures shown? YesV No N/A uplifts and connections? Yes No NIA
A- Is air handier and condensor location shown? Yes�l No NIA 2. Is joist plan provided,showing size,spacing,span,species,
B. Are exhaust fans shown? Yes N4No N/A grade of lumber and connections? Yes NO NIA
13. Axe all smoke detectors shown? (FBC 905.2) Yes:�'Nii N/A 3. Is floor sheeting indicated,showing type,thickness and
14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes No N/A
Have a 29"net clear door opening and handicap accessible
route? (FBCII-11) Yes/No N/A
CITY OF ATLANTIC BEACH F A�®rd,.s
BUILDING / ZONING DEPARTMENT S. Doerr
900 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
PLAN REVIEW COMMENTS
Permit Application # OL4 -
Property Address:
Applicant: V) /11)
Project: C�,\'-�
This permit application has been:
Approved
Reviewed and the following items need attention:
Please re-submit your application when these items have been completed.
Reviewed By: Date:
DEPARTMENT OF PUBLIC WORKS
1200 SANDPIPER LANE
ATLANTIC BEACH,FLORIDA 32233-4318
TELEPHONE: (904)247-5834
FAX: (904)247-5843
SUNCOM:852-5834
. ..... -beachftus
http://ci.atlantic
PLAN REVIEW COMMENTS FROM THE
PUBLIC UTILITIES DEPARTMENT
Permit Application # (-)LI
Applicant: V-I�n
Address: C4-
Project:
Your application is approved as noted by the Public Utilities Department. Final
application approval must come from the Building Department.
u Your permit application has been reviewed by the Public Utilities Department and the
following items need attention:
WATea -t- .5"e*-7- TAaS Aeje: e—x%s-1-1�J C-2 A6nro
iliy4mll-ed fW a�b lo, g!�,4,<7
og4 I-e-s-a /b!L- '..94a
Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane,
Atlantic Beach, FL 32233 in order that we can approve your application. If you have any
questions please call (904) 247-5834.
Rev Kal zma ,Public Utilities Director
=:r7 Date
Signature
Contractor Notified Date CO-A +2 LZY-�- 0-7 Y7
CITY OF ATLANTIC BEACH '-ZFord
BUILDING / ZONING DEPARTMENT Aqjn�
"'S. Doe
800 Seminole Road
Atlantic Beach,Florida 32233
(904)247-5800
(904)247-5845 Fax
PLAN REVIEW COMMENTS
Permit Application #
Property Address: 0")con
Applicant: k-1) Oct-) n C )+
�J e v3 -5f
Project:
This permit application has been:
P-�Approved
ED Reviewed and the following items need attention:
Please re-submi at n these items have been completed.
Reviewed BY: Date:
DE
ATLANTI
TE
IN5 htt
PLAN REVIEW COMMENTS FRO
PUBLIC WORKS DEPARTMM[EN
WNW
Permit Application #
YI-* A`,;A,'
z-�;Px,
Applicant:
A
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4x
4,
1 0 1-W71,
2r"
Address: X
SM
Proj ect: Nt GO K-,INS
It
R,
as noted
Your application is approved
al must co
Final application approv
S
0 Your permit application has been revi(�
following items need attention:
-!R
L-j Dew
L+ AZ-;L 0-C k I 11 P.
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lu
6-4-W,411 MOT
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Please submit these requirements to the Public Works Department, 1200 San( f,v,�n 5-
Atlantic Beach, FL 32233 in order that we can approve your application. If:
questions,please call (904) 247-5834. k
Revie�w Ock&P-e le,
by Rick Carper, P.E., Public Works Director Date
signftee
Contractor Notified Date fo-,)(
Schlueter, Jennifer
From: Showman, Lisa
Sent: Friday, May 21, 2004 11:12 AM
To: Schlueter, Jennifer
Cc: Carper, Rick
Subject: 1102 Main Street
Jenny--FYI -- 1102 Main Street(04-28185) is approved in the AS400. —Lisa
FILE copy
APPROVED
DITY, OF ATLANTIC BEACH
BUILDING OFFICE
FILE COPY
- -- - - - - --- - -- - -
,7
-- - - - -- - --- - - - - - - - - - - -- - - - -
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------- -- -- ------
MAP SHOWING BOUNDARY & TREE SURVEY OF
LOT 6, LESS AND EXCEPT THE NORTHERLY 10 FEET THEREOF,
BLOCK 200, ACCORDING TO THE PLAT OF
SECTEON "'W" ATLANTEC BEACH
AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 , OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, LORIDA.
CERTIFIED TO: SLAkAC-C,
KEVIN BENNETT.
4ousE
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PLDT PLA N Aj(-
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-8s Y, 10 2- 670
18" =z)L4s
LOT 5 PALM
BLOCK 0 LOT 5, BLOCK 200
13*
CH NESE .10,9 00' (R)
TALLO 102.00' (Ad) 5* 12'
�(�T 5 TREE OAK
LOT 6
CA: 10*0 12'
NORTHERLY 10' LOT 6 OAK 0 PINE
BLOCK 200 Lg�PCIPaq
4 .k 8*
112 IREBAR -rKL4 OAK@ f12 RESAR
ASSOC.5UR. d'
L.8.5488
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LOT 6, BLOCK 200 33
.0 OAK L4
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d1g.
HICKORY
112 oRi VAR 112'REBAR
ASSOC.SUR. 102.00' (M) ASSMSUR.
L.B.5488 00 1019.00, (R) L.B.5488
'�—'A'PPROXMA X rOP CF BANK
2.51* opm
D17CH
DPW;liarlwo Pt A ZA
(50' RIGHT—OF—Wr)
NO T PH rSICA L Z r OPEN APPROXIMA TE MR OF BANK
q E Y 0 QFENRRAL NOTESt
1. MGLES ARE SHOM FOR THIS SURVEY.
#3 7ur Dot=ow -mule ca^u�
4� ;�4
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SECIC
QLAZING OPTION CROSS
QLAAINg NOT AVAILABLE IN WND-BORME DEBRIS REGION
Tw NIA SN-580-011 ON OCTOSER it,i"s INCLum GLASS WINDOWS*1?w
COCA SONG USED. THE TEST PRESSURES WERE+48.4 PSF AND-54.7 PSF. BY
23 GA.MIN EXTERIOR SION COMPARISION.LIGHT(8)11-X 18-/2'CLASS WINDOWS MAY BE INSTALLED IN THE
C-40 GALVANIZATION
TOP SECTION OFTHE it,x 7 AND iv It r MODEL$00 AND MODEL 950 DOORL
boore�e WINDOW RAME
2* 12 CA.DALY.COWL TOP ROUIR BRACKET WITH uy PROTECTION OPTIONAL D.M INSER73 MIN.3,11"7=SSIS CLASS
ATTACHED Wj(21 SIM*It 1-3/4" WITH UY PROTECTION
LAO DOLTS ck RACKET
ADJUSTABLE SLIDE BRACKET ATTACHED
W/(1)1/4'It 11r$OLT&NUT PER BRACKET
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v-i4 t A- 4 --,4 ,
16
1891 V4 IX Js 16 �,V4_16 —.2eiThi- mme -�4 L'24 —4 AiidkbR�'.NOTES
i-nJ-1/,4,.,X 6
wr
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14 14 14 to
`141'1/4'�X-96 10 5
189 1/4 X 96 16 16 16 10 10 10 5 .5' 5" 13UCK USE' SAME A j NCHOR.QUANTITIES.
117 174 X lao 12 12 12 LF 12 le 5 .8
141�1/4 X 120- 14 12 12 12 5 7- 8
19 12 12 5 .7 a
189 1/4 X 120 16 12
........... EXTRUDERS-
V
FLORIDA :INL IN. SANFORD, FL.
SLIDING GLASS DOOR
0
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jot, INSTALCATION'VIT14;#8--"SCREVS"fTT`
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Project NAME: 5-199 MAIN STREET
Lot: 5-199 Subdivision: MAIN STREET County: Duval
Building Code:FBC2001 Computer Program Used MiTek 5.0 s
General Truss Design Loads
Gravity-Roof: 42 psf Total Load
Wind:120 mph from ASCE 7-98
Individual Truss Drawings Show Special Loading Conditions
This package includes 24 truss design drawings with individual date of design.
With my seal affixed to this sheet, I hereby certify that this serves as an index sheet in conformance
with Rule 61 G1 5-23.002(2)and 61G1 5-31.003 of the Florida Board of Professional Engineers.
Notes: The seal on this index sheet indicates acceptance of
professional engineering responsibility solely for the Truss Design
Drawings listed below and attached. The suitability and use of each
component for any particular building is the responsibility of the
Building Designer, per ANSI/TPI 1-1995 Section 2.
Name:—Warren V Carrigan III License#: 48803
Apex Technology is a fictitous name owned by Jax Apex Technology Inc.,a Florida
Corporation. Florida Engineer Business No.7547
4746 SUTTON PARK COURT,SUITE 402,Jacksonville, Fl.32224 904-821-6200
TRUSS PLACEMENT PLAN
020260 ROOF PLACEMENT PLAN
NO TRUSS ID# DATE
1 0202643-CJ1 11/23/02
2 0202643-Jl 11/23/02
3 0202643-J2 11/23/02
4 0202643-J3 11/23/02
5 0202643-A 11/23/02
6 0202643-Tl 11/23/02
7 10202643-TIO 11/23/02
8 0202643-Tl 1 11/23/02
9 0202643-T12 11/23/02
10 0202643-T13 11/23/02
11 0202643-T14 11/23/02
12 10202643-T2 11/23/02
13 1 0202643-T3 11/23/02
14 0202643-T4 11/23/02
15 0202643-T5 11/23/02
16 0202643-T6 11/2,VO2
17 0202643-T7 11/23102
18 0202643-T8 11/23/02
19 0202643-T9 11/23/02
20 0202643-VCJ2 11/23/02
21 0202643-VJ4 11/23/02
22 10202643-VJ5 11/23/02
23 10202643-VJ6 11123102
24 10202643-VJ7 111/23102
ROOF TRUSSES 0202643
PROFILE QTY PITCH I TYPE BASE REACTIONS
PLY TOP BOT ID O/A
0.00� GIRDER 09-10-13 Joint 2 Joint 4 Joint 6
1 4.24 i CJ1 413.6 lbs. 142.4 lbs. 354.9 lbs.
-642.2 lbs. -295.5 lbs. -359.9 lbs.
0.00� JACK 05:0000:00 Joint 2 Joint 3 Joint 4
2 6.00 A 05 00 298.1 lbs. 115.9 lbs. 71.9 lbs.
-303.7 lbs. -300.4 lbs. 0.0 lbs.
0.00� JACK 03-00-00 Joint 2 Joint 3 Joint4
2 6.00 J2 03-00-00 223.7 lbs. 52.3 lbs. 41.9 lbs.
-281.2 lbs. -168.3 lbs. 0.0 lbs.
JACK 0,- Join 2, Joint 3 Joint4
2 6.00 0.00'� J3 01-0000:0000 7t4.8 lbs. 100.1 lbs. 14.4 lbs.
-315.0 lbs. -31.6 lbs. 0.0 lbs.
0.00� JACK 07-00-00 Joint I Joint 2 Joint 3 Joint 4
7 6.00 J4 07-00-00 390.6 lbs. 556.5 lbs. 144.7 lbs. 101.9 lbs.
-143.2 lbs. -810.0 1 bs. -3 3.7 lbs. 0.0 lbs.
GIRDER 32
2:00 0 Jo 2 Joint 10
00:0
y�6O 0 loo� Tl 3 00 2:3.6 lbs. 2893.6 lbs.
-2250.7 lbs. -2250.7 lbs.
SPECIAL 32-00-00 in'2 Joint 10
6.00� 3.00� T10 32-00-00��J01415.1 lbs. 1415.2 lbs.
-1548.0 lbs.--1548.0 lbs
SPECIAL 0 0 J.nt 2 Joint 9
0� 32:0
00:0
6.00� 3.o Tll 32 00 li415.1 lbs. 1415.2 lbs.
1 -1519.2 lbs. -1519.2 lbs.
SPECIAL 32-00-00 Joint 2 Joint 10
1 6.00� 3.00� T12 32-00-00 _1415.1 lbs. 1415.2 lbs.
1477.5 tbs. -1477.5 lbs.
SPECIAL 32:000:000 Joint 2 Joint 9
1 T13 32 0 0 1415.1 lbs. _1415.2 lbs.
- -1433.8-lbs. 14317 lbs.___,
GIRDER 32-00:00 Joinqt32. Joint 10
"aZMZS]?:'�jPly 6.00 3.00 T14 32-0000 2 6 lbs. 2893.6 lbs.
-2250.7 lbs. -2250.8 lbs.
SCISSOR Hl 32-00:000 i4nit 52.1 Joint 9
00 O�Jo
1 6.00� 3.00� T2 32- 1 lbs. _1415.2 lbs.
-1433.8 Ibs.-1433.8 lbs.
SCISSOR HI 32:0000:00 Jo nt 2 Joint 10
6.00� 3.00� T3 32 00 1!415.11 lbs. 1415.2 lbs.
-1477.5 lbs. -1477.5 lbs.
SCISSOR HI 32:00:00 Jo nt 2 Joint 9
1 6.00� 3.00� T4 32 00 00 1!415.1 lbs. 1415.2 lbs.
-1515.6 lbs. -1515.6 lbs.
PIGGYBACK 32:000:00 Jo nt 2 Joint 11
OL T5 32 000 1!415.11 lbs. 1415.2 lbs.
-1548.0 lbs. -1548.0 lbs.
SCISSOR 32-00-00 Joint 2 Joint 10
7 6.00� 3.00� T6 32-00-00 1415.1 lbs. 1415.1 lbs.
1562.2 lbs. -1562.2 lbs.
SPECIAL 32:000 int 2
0:00 Jo Joint 11
2 6.00 loo� T7 32 00 1089.5 lbs. 1745.2 lbs.
-1284.1 lbs. -2229.7 lbs,
SPECIAL 32:0000:000
0 Join4t'1 Joint 16
3 6.00� 3.00� T8 32 1 4.4 lbs. 1294.7 lbs.
-2076.6 lbs. -1724.1 lbs.
-ROOF TRUSSES 0202643
PROFILE QTYJ PITCH I TYPE I BASE REACTIONS
PLY I TOP I BOT ID O/A
Joint 2 Joint 9
1415.1 lbs. 1415.2 lbs.
1562.2 lbs. -1562.1 lbs�
G�IIRDER ��O9-1 0 1 in 2 Joint 4 Joint 6
3 'o t2
t
VCJ 0�
_1��
.24' 2�12 2 _1 3 n,4,2 lb.. 65.9 Ibs.. 322.5 lbs.
51
!�746.6 lbs. -152.7 lbs -465.3 lbs.
INVERTED nl 2 n 3 oin 4
V 0'1 t8 9 lb. J 9 t7 lb.
I 1 0 0 1
J
J�
6 600 3 00" 5 05-0000000 J0357 3 11b.
-429�4b. �-12 3 2
JACK 03 Joint 2 Joint 3 Joint 4
i 03-00:0000 223.7
6 6.00 3.00� VJ6 00 lbs. 52.3 lbs. 41.9 lbs.
-279.2 lbs. -170.3 lbs. 0.0 lbs.
A K n 2 0 nt 3 Jont
3_1 lb. IS 8
1 0
J it
���� �ljb J�
C 01-00 00 Jo
'���66 00�3O 0 VJ7 -0 -00 1 735
01
-308 0 b..�-93 2 2 b., I b
[Job Truss Truss Type 199 MAIN STREET
I Ply 5-
�s aty
0202643 Cil ROOFTRUSS
o tionall
TRUE TRUSS INC.,JACKSRbV Ratio
dLLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:54 2
-1-10-10 5-2-5 9-9-10 9-1P 13
1-10-10 5-2-5 4-7-5 0-1-3
S�le tl 19,2
10
2x4
4.24 F1—2 3
9
2
11 12 13 7 6
U4
4�5 3-54
0-0-0 0-0-0
5-2-5 1 9-10-13
5-2-5 4-8-8
Plate Offsets(X,Y): [2:0-3-0,0- - 1
LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.27 2-7 >428 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TQ -0.52 2-7 >221
BCLL 10.0 Rep Stress Incr NO WB 0.25 Horz(TL) -0.01 6 n/a
BCDL 5.0 Code FBC2001 (Matrix) 1st LC ILL Min I/defl=240 Weight:40 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.21D TOPCHORD Sheathed or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-8-11 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=414/0-4-15,6=355/Mechanical,4=142/Mechanical
Max Horz 2=413(load case 2)
Max Uplift2=-642(load case 2),6=-360(load case 3),4=-295(load case 3)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=34,2-8=-463,8-9=-485,3-9=-439,3-10=-74,4-10=37,4-5=-3
BOTCHORD 2-11=455,11-12=455,12-13=455,7-13=455,6-7=0
WEBS 3-7=-502
NOTES (5-7)
1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
2)Refer to girder(s)for truss to truss connections.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 642 lb uplift at joint 2,360 lb uplift at
joint 6 and 295 lb uplift at joint 4.
4)Special hanger(s)or connection(s)required to support concentrated load(s)102.81b down and 174.01b up at 1-6-12,and 92.51b up
at 4-4-12,and 11 8.91b down and 231.21b up at 7-2-11 on top chord,and 9.41b down and 21.21b up at 1-6-12,and 27.1 lb down at
4-4-12,and 54.21b down at 7-2-11 on bottom chord. Design for unspecified connection(s)is delegated to the building designer.
5)Use SIMPSON LS30 to attach CJ1 to HIP GIRDER.
6)
7)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard Except:
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plo
Vert:1-5=-54.0,2-6=-30.0
Concentrated Loads(lb)
Vert:8=174.0 9=9.3 10=-118.9 11=21.2 12=-14.2 13=-54.2
2)MWFRS Wind Left:Lumber Increase=1.60,Plate lncrease=1.60
Uniform Loads(plo
Vert:1-2=1 08.0,2-3=99.3,34=73.7,4-5=37.1
Continued 1�87�6L22-116.4,2-3=-1 07.7,3-4=-82.1,4-5=-45.5
[J-1- Truss Truss Type Qty Ply 5-199 MAIN STREET
�0202643 Cill ROOF TRUSS
(oDtional)
TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. F6 Nov 22 13:02:54 2002 Page 2
LOAD CASE(S)Standard Except:
Concentrated Loads(lb)
Vert:8=-1 02.8 9=92.5 1 0=231,2 11=-9.4 12=-27.1 13=-47.1
3)MWFRS Wind Right:Lumber Increase=1.60,Plate lncrease=1.60
Uniform Loads(plf)
Vert:1-2=37.1,2-3=73.7,34=99.3,4-5=108.0
Horz:1-2=-45.5,2-3=-82.1,3-4=-1 07.7,4-5=-1 16.4
Concentrated Loads(lb)
Vert:B=-1 02.8 9=92.5 1 0=231.2 11=-9.4 12=-27.1 13=-47.1
4)MWFRS ist Wind Parallel:Lumber Increase=1,60,Plate Increase=1.60
Uniform Loads(PID
Vert:1-2=1 08.0,2-3=99.3,3-4=63.4,4-5=26.8
Horz:1-2=-1 16.4,2-3=-1 07.7,3-4=-71.8,4-5=-35.2
Concentrated Loads(lb)
Vert:8=-1 02.8 9�92.5 1 0=231.2 11=-9.4 12=-27.1 13=-47.1
Job Truss Truss Type Qty ply 5-199 MAIN STREET
0202643 J1 ROOFTRUSS 2 1
(.P-tional) 2-5-8
TRUE TRUSS INC.,JACKSONVIL 322�_%_ViTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 1&_.8%54 2002 Page I
-1-4-0 5-0-0
1-4-0 5-0-0 S.1e 1 13.2
8,0071-2
2
4 2-5-8
0- 0-0-0
W
5-0-0
5-0-0
LOADING(psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1,25 TC 0.44 Vert(LL) -0.03 2-4 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TQ -0.17 1 >109
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:18 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.21D TOPCHORD Sheathed or 5-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=116/Mechanical,2=298/0-3-8,4=72/MechanicaI
Max Horz2=293(load case 5)
Max Uplift3=-300(load case 5),2=-304(load case 4)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=33,2-3=42
BOT CHORD 2-4=0
NOTES (4)
1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
2)Refer to girder(s)for truss to truss connections.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 300 lb uplift at joint 3 and 304 lb uplift at
joint 2.
4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
�Job Truss Truss Type ty Ply - 9 S
0202643 J2 ROOF TRUSS
o tional
1-5-8
TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek IndV$!bs,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22010-.82:55 2002 Page 1
-1-4-0 3-0-0
1-4-0 3-0-0 i S�1. 1A4
8,00�12
2
4
1-5-8
0-0-0 0-0-0
2�4
3-0-0
3-0-0
LOADING(psf]I SPACING 2-0-0 CS1 DEFIL in (loc) I/defi PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0,19 Vert(LL) -0.00 2-4 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.04 1 >450
BCLL 10.0 Rep Stress Incr YES WB 0,00 Horz(TQ -0.00 3 n/a
BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:12 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 3-0-0 oc;purlins.
BOT CHORD 2 X 4 SYP No.213 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=52/Mechanical,2=224/0-3-8,4=42/Mechanical
Max Horz 2=1 86(load case 5)
Max Uplift3=-1 68(load case 5),2=-281(load case 4)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=33,2-3=-47
BOT CHORD 2-4=0
NOTES (4)
1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
parfially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
2)Refer to girder(s)for truss to truss connections.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 168 lb uplift at joint 3 and 281 lb uplift at
joint 2.
4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
russ Truss Type Qty Ply 5-199 MAIN STREET 0-5-8
i02O2643 J3 ROOFTRUSS 2
(optional)
TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. %0
s Sep 4 2002 MiTek Industries,Inc. Fri N8yoq 13:02:55 2002 Page 1
3
-1-4-0 1-0-0
1-4-0 1-0-0
2
6.00FI-2
4
0-5-8
0-0-0 2X4 0-0-0
1-0-0
1-0-0
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) -0.00 2 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TQ 0.03 1 >638
BCLL 10.0 Rep Stress Incr YES W13 0.00 Horz(TL) 0.00 3 n/a
BCDL 5.0 Code FBC2001 (Matrix) 1 st LC LL Min I/defl=240 Weight:6 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.21D TOPCHORD Sheathed or 1-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc;bracing.
REACTIONS (lb/size) 3=-32/Mechanical,2=175/0-3-8,4=14/Mechanical
Max Horz2=1 15(load case 4)
Max Uplift3=-32(load case 1),2=-315(load case 4)
Max Grav3=100(load case 4),2=175(load case 1),4=14(load case 1)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=32,2-3=41
BOT CHORD 2-4=0
NOTES (4)
1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
2)Refer to girder(s)for truss to truss connections.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift atjoint 3 and 315 lb uplift at
joint 2.
4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 5-199 MAIN STREET
5-
1'y 7199 M
1
i02O2643 J4 ROOFTRUSS 7 7
TRUETRUSSI NC.,JACKMNVILLE Fl�_82 (ODtional)
,?26,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 lt-
5�5 2002 Page I
-1-�-O -1-3-12 7-0-0
0-6-4 1-3-12 7-0-0 3
Scal-1:17.3
6,00 F1-2
2
7 3-5-8
0-0-9.4 0-0-0
7-0-0
7-0-0
Pla ---
LOADING(pso SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) -0.11 2-4 >776 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.16 2-4 >517
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:24 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.21D TOPCHORD Sheathed or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 1=-143/Mechanical,3=145/Mechanical,2=556/0-3-8,4=102/MechanicaI
Max Horz2=420(load case 5)
Max Upliftl=-143(load case 1),3=-344(load case 5),2=-810(load case 5)
Max Gravl=391(load case 5),3=145(load case 1),2=556(load case 1),4=102(load case 1)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=90,2-3=50
BOT CHORD 2-4=0
NOTES (4)
1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf,occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
2)Refer to girder(s)for truss to truss connections.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 143 lb uplift at joint 1,344 lb uplift at
joint 3 and 810 lb uplift at joint 2.
4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Job Truss Truss Type iQty ---Ply 5-199 MAIN STREET
0202643 T1 ROOFTRUSS 2
(optional)
TRUE W&S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:58_�282 Page 1
1-4-0 4-5-4 7-0-0 11-6-14 16-0-0 20-5-2 25-0-0 27-6-12 32-0-0
1-4-0 4-5-4 2-6-12 4-6-14 4-5-2 4-5-2 4-6-14 2-6-12 4-5-4 1-4-0
Scale 157 7
4�8
2x4[I 3x8— a4 11 4xS
4 5 6 7 8
6.00 F1_2 4x5 4x6
9
3 9
10
2 18 17= 16 15 14 13 12
4x 12 7x8 U4 3x8 7x8 US 3x4 7x8
.12,
I OD F1_2
0-0-0 0-0-0
4-3-8 7-0-0 11-6-14 16-0-0 20-5-2 25-0-0 27-8-8 32-0-0
4-3-8 2-8-8 4-6-14 4-5-2 4-5-2 4-6-14 2-8-8 4-3-8
Plate Offsets(X,Y): [4:0-5-8,0-2-41,[8:0-5-8,0-2-41,[15:0-4-0,0-4-81
LOADING(psf]I SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.72 15 >527 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.37 Vert(TQ -0.73 15 >524
BCLL 10.0 Rep Stress I ncr NO WB 0.43 Horz(TL) 0.33 10 n/a
BCDL 5.0 Code FBC2001 1st LC LL Min I/defi=240 Weight:368 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 4-0-15 oc purlins.
BOTCHORD 2 X 6 SYP DSS *Except* BOTCHORD Rigid ceiling directly applied or 6-6-5 oc bracing.
B2 2 X 6 SYP SS
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=2894/0-3-8,10=2894/0-3-8
Max Horz2=-183(load case 5)
Max Uplift2=-2251(load case 4),1 0=-2251(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=17,2-3=1 0872,3-4=-7390,4-5=-8922,5-6=-8922,6-7=-8922,7-8=-8922,8-9=-7390,9-10=-10872,10-1 1=17
BOTCHORD 2-18=9966,17-18=9341,16-17=6685,15-16=9648,14-1 5=9645,13-14=6685,12-13=9341,10-12=9966
WEBS 3-18=2670,3-17=-2986,4-17=1418,4-16=2542,5-16=-512,6-16=-832,6-15=289,6-14=-828,7-14=-512,8-14=2542
,8-13=1418,9-13=-2987,9-12=2670
NOTES (8)
1)2-ply truss to be connected together with 1 Od Common(.1 48"x3")Nailsasfollows:
Top chords connected as follows:2 X 4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc.
Webs connected as follows:2 X 4-1 row at 0-9-0 oc.
2)Unbalanced roof live loads have been considered for this design.
3)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
4)Provide adequate drainage to prevent water ponding.
5)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should
verity capacity of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2251 lb uplift at joint 2 and 2251 lb uplift
at joint 10.
7)Special hanger(s)or connection(s)required to support concentrated load(s)346.51b down and 397.1 lb up at 25-0-0,and 346.51b
down and 397.1 lb up at 7-0-0 on top chord. Design for unspecified connection(s)is delegated to the building designer.
8)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(pl�
Continued'�Ipi$a��t54.0,4-8=-1 17.6,8-1 1=-54.0,2-1 8=-65.3,12-18=-65.3,10-12=-65.3
Truss Type 71alty -P�IYT5-199 MAIN STREET
1
;0202643 Tl ROOFTRUSS 1 1 2 (o 11
(optional)_..
TRUE TRUSS INC.,JACKSONVILLE FL, 32226,M!Tek industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fd Nov 22 13:02:56 2002 Page 2
LOAD CASE(S)Standard
Concentrated Loads(lb)
Vert:4=-346.5 8=-346.5
Job T' ss T uss Type Qty Ply 5-199 MAIN STREET
0 US�
S 1 1
,EO2:2 6:4:31 T 1u) ��R'OOF�TR
(optional)
TRUE V82 Page 1
&S INC.,JACKSONVILLE FL. 32225,mileKindustries,Inc. .000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:58
1-4-0 4-5-4 8-2-14 12-2-4 15-0-0 17-0-0 1 21-9-13 26-7-11 32-0-0
1-4-0 4-5-4 3-9-10 3-11-6 2-9-12 2-0-0 4-9-13 4-9-13 5-4-5 1-4-0
Scale 1:57 7
US
5.5
7
2x4 11
5
141
8
6.00FI2 5x5
2A
2x4 11
3
10
2 17 7X12 y E
602
4xS 15 14 13 12 4.5-
3.DO F1—2 2A 11 3x4 3x8 3A
0-0-0 0-0-0
4-3-8 12-2-4 15-0-0 17-0-0 1 24-2-12 32-0-0
4-3-8 7-10-12 2-9-12 2-0-0 7-2-12 7-9-4
Plate Offsets(X,Y): [6:0-6-0,0-2-8],L7:0-2-8,0-2-41
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) -0.49 16-17 >783 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TQ -0.70 16-17 >543
BCLL 10.0 Rep Stress Incr YES WB 0.93 Horz(TL) -0.24 10 n/a
BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:200 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-10-2 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-1-4 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-17,6-16
REACTIONS (lb/size) 2=1415/0-3-8,10=1415/0-3-8
Max Horz2=325(load case 4)
Max Uplift2=-1548(load case4),10=-1548(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=16,2-3=-4606,3-4=-4556,4-5=-2146,5-6=-2152,6-7=-1394,7-8=-1 548,8-9=-2151,9-1 0=-2334,10-1 1=16
BOTCHORD 2-17=4189,16-17=2463,15-16=42,5-16=-194,14-15=0,13-14=1392,12-13=1746,10-12=2069
WEBS 3-17=-89,4-17=2062,4-16=-688,14-16=1486,6-16=1378,6-14=-430,6-13=6,7-13=504,8-13=-521,8-12=418,
9-12=-21 1
NOTES (6)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
3)Provide adequate drainage to prevent water ponding.
4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1548 lb uplift at joint 2 and 1548 lb uplift
at joint 10.
6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIS-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION,IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Truss Truss Type Qty Ply 5-19 IN STREET
Job
0202643 T11 ROOFTRUSS
(optional)
TRUE WOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Frii Nov 22 13:02:56-�982 Page 1'
,1-4-01 4-3-8 4-�'-4 8-2-14 12-2-4 1 3-0-0 16-0-0 1 19-0-0 25-2-12 32-0-0 �3-4-9
1-4-0 4-3-8 0-1-12 3-9-10 3-11-6 0-9-12 3-0-0 3-0-0 6-2-12 6-9-4 1-4-0
3X8 5X5
5
05 t�
6,00FI-2 4
ZK4 11
2 3x4 11 101j
5�8
15 14 13 12 11 45
3.00F12 2X4 11 4.5 3xB 2X4 11
2�4 11
0-0-0 0-0-0
4-3-8 12-2-4 16-0-0 19-0-0 1 25-2-12 32-0-0
4-3-8 7-10-12 3-9-12 3-0-0 6-2-12 6-9-4
2-
LOADING(psO SPACING 2-0-0 CS1 DEFIL in Qoc) I/deft PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL) 0.50 17-18 >759 M1120 249/190
TCDL 7.0 Lumber Increase 125 BC 0.82 Vert(TQ -0.55 17-18 >688
BCLL 10.0 Rep Stress Incr YES W13 0.88 Horz(TL) -0.22 9 n/a
BCDL 5A Code FBC2001 (Matrix) 1 st LC LL Min I/defl=240 Weight:190 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-9-4 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-1-7 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=141510-3-8,9=1415/0-3-8
Max Horz2=288(load case 4)
Max Uplift2=-1519(load case 4),9=-1519(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=31,2-3=-4545,3-4=-4422,4-5=-2173,5-6=-1 882,6-7=-1578,7-8=-1 833,8-9=-2454,9-10=33
BOTCHORD 2-18=4080,17-18=2511,16-17=2719,15-17=-204,14-15=-208,13-14=-1 31,12-13=1599,11-12=2114,9-1 1=2114
WEBS 3-18=9,4-18=1835,4-16=-748,6-13=-552,6-12=_53,7-12=497,B-12=-621,B-11=225,14-16=316,5-16=712,
6-16=595,13-16=1824
NOTES (6)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
3)Provide adequate drainage to prevent water ponding.
4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1519 lb uplift at joint 2 and 1519 lb uplift
at joint 9.
6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIS-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Job Truss Truss T pe Qty Ply 5-199 MAIN STREET
�0202643 �T12 ROOFTRUSS 1
(optional)
TRUE W&S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:58_�982 Page 1
�1-4-01 4-3-8 4-�-4 7-7-12 11-0-0 12-24 16-7-2 21-0-0 26-9-11 1 32-0-0 _�1-44
1-4-0' 4-3-8 0-1-12 3-2-8 3-4-4 1-2-4 4-4-14 4-4-14 5-9-11 5-2-5 1-4-0
Scale=1:57.7
5.5
2x4 11 3A 5X5
5 7 8
5.5
6.0 0 1-2 4
W
600 12 45<
2 4
.4
3
17 16
'V
602 7X12
3x8 U4� 14 11 12 —
3,00 F12— 2X4 11 50 W
0-0-0 0-0-0
4-3-8 7-7-12 11-0-0 12-24 16-7-2 21-0-0 26-9-11 1 32-0-0
4-3-8 3-4-4 3-4-4 1-2-4 4-4-14 4-4-14 5-9-11 5-2-5
Plate Offsets LX,Y): 12:0-3-4,0-1-8],[5:0-2-8,0-2-41,[8:0-2-8,0-2-41 --
LOADING(psf)l SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.41 16 >937 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TQ -0.56 10-12 >681
BCLL 10.0 Rep Stress I ncr YES WB 0.70 Horz(TL) -0.21 10 n/a
BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:188 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-10-8 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-3-2 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=1415/0-3-8,10=1415/0-3-8
Max Horz2=253(load case 4)
Max Uplift2=-1478(load case 4),10=-1477(load case 5)
FORCES (lb)-First Load Case Only -2194,7-8=-1 898,8-9=-1 926,9-1 0=-2238,10-11=1 6
TOPCHORD 1-2=16,2-3=-4606,3-4=4554,4-5=-2360,5-6=-2194,6-7=
BOTCHORD 2-17=4189,16-17=2605,15-16=2090,14-15=64,6-15=-137,13-14=0,12-13=1712,10-12=1984
WEBS 3-17=-72,4-17=1926,4-16=-669,5-16=568,5-15=367,13-15=1949,7-15=433,7-13=-547,8-13=298,8-12=350,
9-12=-289
NOTES (6)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
3)Provide adequate drainage to prevent water ponding.
4)Bearing at joint(s)2 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1478 lb uplift at joint 2 and 1477 lb uplift
at joint 10.
6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Tob— 'Truss Truss Type --�Q—ty �Ply 5-199 MAIN STREET 7 1
0202643 �T13 ROOFTRUSS
TRUE W i -b982 Page 1
OS INC.,JACKSONVILLE FL. �2226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek industries,Inc. Fri Nov 22 13:02:58
�1-4-0 26-6-5 32-0-0
4-3-8 4-�-4 9-0-0 12-2-4 17-7-2 23-0-0 1 1
1-4-0' 4-3-8 0-1'-'12 4-6-12 3-2-4 5-4-14 5-4-14 3-6-5 5-5-11 1-4-0
scale 4:57 7
5x5 2�4 H 30 5x5
4 5 7
6 6.00 Ff2- U4
N 1-2
3�41
3
2 7�12
17 lie U
US 3X4 4.5
3X8 14 13 12 11
3.00[112 2X4 11 fte 3x4 214 11
0-0-0 0-0-0
1 4-3-8 9-0-0 12-2-4 17-7-� 23-0-0 2M-5 32-0-0
4-3-8 4-8-8 3-2-4 5-4-14 5-4-14 3-6-5 5-5-11
Plate ets X Y- 0-3-4 0-1-8 4—�0-28,0-2�40-2-8�O2-4
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defi PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.46 15 >833 M1120 249/190
TCOL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TQ -0.43 13-14 >895
BCLL 10.0 Rep Stress Incr YES W13 0.75 Horz(TL) -0.23 9 n/a
BCDL 5.0 Code FBC2001 I st LC LL Min I/defi=240 Weight:178 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-9-15 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-3-9 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 13-15
REACTIONS (lb/size) 2=1415/0-3-8,9=141510-3-8
Max Horz2=217(load case 4)
Max Uplifi:2�1 434(ioad case 4),9=-1 434(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=1 6,2-3=-4606,3-4=-2704,4-5=-2811,5-6=-2811,6-7=-2294,7-8=-2101,8-9=-2399,9-10=16
BOTCHORD 2-17=4189,16-17=3931,15-16=2394,14-15=79,5-15=-225,13-14=0,12-13=1 867,11-12=2127,9-11=2127
WEBS 3-17=1 154,3-16=-1 575,4-16=550,4-15=608,13-15=2335,6-15=623,6-13=-633,7-13=558,7-12=339,B-12=-323,
8-11=131
NOTES (6)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf,,occupancy category 11;exposure C;
paffially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
3)Provide adequate drainage to prevent water ponding.
4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1434 lb uplift at joint 2 and 1434 lb uplift
at joint 9.
6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Job Truss city —]Phy 15-199 MAIN STREET
Truss Type
0202643 �T14 ROOFTRUSS �2
I �(optional)
TRUE FTOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:58-�982 Page 1
1-4-01 4-3-8 4-q-4 7-0-0 1 12-2-4 16-6-1 20-8-3 25-0-0 28-0-12 32-0-0 �3-4-
1-4-0 4-3-8 0-1-12 5-2-4 4-3-13 4-2-1 4-3-13 3-0-12 3-11-4 1-4-0
S�le 1577
2-6-12
5.5
5x8 4x5 3x4 5x5
4 5 7 8
6 00 r-12 4�5 2x4 o�
3
2 17 16 7X12 �Wi Z 10 11
X.=
4021�— 7x8 M
14 13 12 4x5—
3 00 Ff2— 2x4 11 6x8 3.8
0-0-0 0-0-0
1 2-10-13 14-3-81 7-0-0 12-2-4 i 16-6-1 20-8-3 25-0-0 i 28-0-12 i 32-0-0
2-10-13 1-4-11 2-8-8 5-2-4 4-3-13 4-2-1 4-3-13 3-0-12 3-111-4
Plate Offsets(X,Y [4:0-2-8,0-2-4]�18:0-2-8,0-2-4],[15:0-8-0,0-5-81
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defi PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.87 Vert(LL) 0.85 15 >584 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.98 Vert(TL) -0.68 12-13 >558
BCLL 10.0 Rep Stress I ncr NO WB 0.67 Horz(TL) 0.26 10 n/a
BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:359 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 3-8-0 oc;purlins.
BOTCHORD 2 X 6 SYP DSS *Except* BOTCHORD Rigid ceiling directly applied or 5-11-13 oc bracing.
B4 2 X 4 SYP No.2D
WEBS 2 X 4 SYP No.3 *Except*
W6 2 X 4 SYP No.2D
REACTIONS (lb/size) 2=2894/0-3-8,10=2894/0-3-8
Max Horz 2=-1 83(load case 5)
Max Upiift2=-2251(load case 4),1 0=-2251(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=17,2-3=-10872,3-4=-7390,4-5=-6754,5-8=-10398,6-7=-6702,7-8=4581,B-9=-5204,9-1 0=-5316,10-1 1=16
BOTCHORD 2-17=9966,16-17=9341,15-16=10414,14-15=134,5-15=1163,13-14=0,12-13=6010,10-12=4700
WEBS 3-17=2670,3-16�2986,4-16=2582,5-16=-4026,13-15=7071,6-15=4189,6-13=-2449,7-13=924,8-12=1643,
9-12=-64,7-12=-1804
NOTES (8)
1)2-ply truss to be connected together with I Od Common(.1 48"x3")Nailsasfollows:
Top chords connected as follows:2 X 4-1 row at 0-9-0 oc.
Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 6-2 rows at 0-9-0 oc.
Webs connected as follows:2 X 4-1 row at 0-9-0 oc.
2)Unbalanced roof live loads have been considered for this design.
3)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2pst,BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
4)Provide adequate drainage to prevent water ponding.
5)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPl 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2251 lb uplift at joint 2 and 2251 lb uplift
at joint 10.
7)Special hanger(s)or connection(s)required to support concentrated load(s)346.51b down and 397.1 lb up at 25-0-0,and 346.51b
down and 397.1 lb up at 7-0-0 on top chord. Design for unspecified connection(s)is delegated to the building designer.
8)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)
1)Regular:Lumber Increase=1.25,Plate Increase=1.25
Continued on page 2
Qty Ply
Job russ Truss Type 7� �5-1199 MAIN TREET
�0202643 T14 ROOFTRUSS 2 (o Nov 22 1102:59 2002 Page 2
TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri
LOAD CASE(S)
Uniform Loads(plf)
Vert:1-4=-54.0,4-8=-117.6,8-11=-54.0,2-17=-65.3,15-17=-65.3,10-14=-65.3
Concentrated Loads(lb)
Vert:4=-346.5 8=_346.5
2)MWFRS Wind Left:Lumber lncrease=1.60,Plate lncrease=1.60
Uniform Loads(pl�
Vert:1-2=49.5,2-4=40.9,4-8=172.2,8-10=67.1,10-11=30.5,2-17=-11.8,15-17=-11.8,10-14=-11.8
Horz:1-2=-57.9,2-4=-49.3,8-10=75.5,10-11=38.9
Drag:4-5=-0.3,7-8=0.4
Concentrated Loads(lb)
Vert:4=397.1 8=397.1
3)MWFRS Wind Right:Lumber Increase=1.60,Plate lncrease=1.60
Uniform Loads(pl�
Vert:1-2=30.5,2-4=67.1,4-8=172.2,8-10=40.9,10-11=49.5,2-17=-1 1.8,15-17=-1 1.8,10-14=-1 1.8
Horz:1-2=-38.9,2-4=-75.5,8-1 0=49.3,10-11=57.9
Drag:4-5=-0.3,7-8=0.4
Concentrated Loads(lb)
Vert:4=397.1 8=397.1
4)MWFRS Ist Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(pl�
Vert:1-2=108.0,2-4=99.3,4-8=136.3,8-10=63.4,10-11=26.8,2-17=-11.8,15-17=-11.8,10-14=-11.8
Horz:1-2=-116.4,2-4=-107.7,8-10=71.8,10-11=35.2
Drag:4-5=-0.2,7-8=0.3
Concentrated Loads(lb)
Vert:4=397.1 8=397.1
5)MWFRS 2nd Wind Parallel:Lumber Increase=1.60,Plate Increase=1.60
Uniform Loads(plf]l
Vert:1-2=26.8,2-4=63.4,4-8=138.3.8-10=99.3,10-1 1=108.0,2-17=-1 1.8,15-17=1 11.8,10-14=1 1.8
Horz:1-2=-35.2,2-4=-71.8,8-1 0=107.7,10-11=116.4
Drag:4-5=-0.2,7-8=0.3
Concentrated Loads(lb)
Vert:4=397.1 8=397,1
6)1st unbalanced Regular:Lumber Increase=1.25,Plate lncrease=1.25
Uniform Loads(plo
Vert:1-4=-54.0,4-8=-1 17.6,6-1 1=-14.0,2-17=-65.3,15-17=-65.3,10-14=-65.3
Concentrated Loads(lb)
Vert:4=-346.5 8=-346.5
7)2nd unbalanced Regular:Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plD
Vert:1-4=-14.0,4-8=-1 17.6,B-1 1=-54.0,2-17=-65.3,15-17=-65.3,10-14=-65.3
Concentrated Loads(lb)
Vert:4=-346.5 8=-346Z
Job I Truss Truss Type Qty 'Ply 5-199 MAIN STREET I
0202643 �T2 ROOFTRUSS 1 �1
i (optional)
TRUE WOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:02:58-b982 Page I
-1-4-0 4-3-8 4-�-4 9-0-0 13-8-0 18-4-0 23-0-0 27-6-12 27�P-1 32-0-0 i 33-4-Q
1-4-0 4-3-8 0-1-12 4-6-12 4-8-0 4-8-0 4-8-0 4-6-12 0-1-12 4-3-8 1-4-0
Scale=1 577
5xS U4 3x4 SX5
4 5 7
6.00�Tf
U4 3X4
3 8
2 W
is 14 13 12 11
3x8 SX5 US &XS
3x8 US
3.00 r1-2
0-0-0 0-0-0
4-3-8 9-0-0 16-0-0 23-0-0 27-8-8 32-0-0
4-3-8 4-8-8 7-0-0 7-0-0 4-8-8 4-3-8
Plate Offsets(X,Y): [2:0-3- 0-1-81,[4:0-2-8,0-2-41,[7:0-2-8,0-2-4 9:0-3-4,0-1-8],[13:0-2-8,0-3-01
J,L
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.58 13 >655 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) -0.61 12-13 >626
BCLL 10.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.37 9 n/a
BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:158 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-9-15 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-3-9 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=1415/0-3-8,9=1415/0-3-8
Max Horz2=-215(load case 5)
Max Uplift2�1434(load case 4),9=-1434(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=16,2-3=-4606,3-4=-2659,4-5=-2415,5-6=-2928,6-7=-2415,7-8=-2659,8-9=-4606,9-10=16
BOTCHORD 2-15=4189,14-15=3931,13-14=2861,12-13=2861,11-12=3931,9-11=4189
WEBS 3-15=1159,3-14=-1609,4-14=940,5-14=-567,5-13=123,6-13=123,6-12=-567,7-12=940,8-12=-1609,8-11=1159
NOTES (6)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf-,BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
3)Provide adequate drainage to prevent water ponding.
4)Bearing at joint(s)2,9 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer should
verify capacity of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1434 lb uplift at joint 2 and 1434 lb uplift
at joint 9.
6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Job Truss uss Type Qty Ply 5-199 MAIN STREET
0202643 T3 =RrOOF TRUSS 1 1
TRUE FT (optional)
OS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:03:08-�982 Page 1
1-4-0 4-3-8 4-�-4 7-7-12 i 11-0-0 16-0-0 21-0-0 24-4-4 27-6-12 27 8-8 32-0-0 P-4-�
1-4-0 4-3-8 0-1-12 3-2-8 3-4-4 5-0-0 5-0-0 3-4-4 3-2-8 0-1-12 4-3-8 1-4-0
Scale 1577
4x8
2�4 11 U8
5 6 7
45 t� 4x5
6 6 00 FIT 4 8
00'2
41 t�
4 ?4x5!--
2xAl 11
214 11
3 ZL -
2
j" '4 16 15 14 13 12 10
�x' .1
6x12 111
3x4 US 3x4 6xl2
3x8
3,00F12
0-0-0 0-0-0
4-3-8 11-0-0 16-0-0 21-0-0 27-8-8 32-0-0
4-3-8 6-8-8 5-0-0 5-0-0 6-8-8 4-3-8
Plate Offsets(X,Y): [2:0-3-4.0-1-81,[5:0-5-8,0-2-4],[7:0-5-8.0-2-- -
�1],[10:0-3-4,0-1-81,
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/defi PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL) 0.49 14 >771 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TQ -0.53 12-13 >721
BCLL 10.0 Rep Stress I ncr YES WB 0.69 Horz(TL) 0.33 10 n/a
BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:169 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-10-8 oc;purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-3-2 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=1415/0-3-8,10=1415/0-3-8
Max Horz 2=-251(load case 5)
Max Uplift2=-1478(load case 4),1 0=-1478(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=16,2-3=-4606,3-4=-4554,4-5=-2321,5-6=-2320,6-7=-2315,7-8=-2321,8-9=-4554,9-1 0=-4606,10-1 1=16
BOTCHORD 2-16=4189,15-16=2605,14-15=2093,13-14=2093,12-13=2605,10-12=4189
WEBS 3-16=-72,4-16=1 929,4-15=-686,5-15=611,5-14=304,6-14=-262,7-14=302,7-13=608,8-13=-686,8-12=1 929,
9-12=-72
NOTES (6)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf,,occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
3)Provide adequate drainage to prevent water ponding.
4)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should
verify capacity of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1478 lb uplift at joint 2 and 1478 lb uplift
at joint 10.
6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply- 5-199 MAIN STREET
0202643 T4 ROOFTRUSS
TRUE (optional) -�982 Page I
&S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:03:08
1-4-0 4-54 8-7-12 13-0-0 19-0-0 23-4-4 27-6-12 32-0-0 �34
r
1-4-0 4-5-4 4-2-8 4-4-4 6-0-0 4-4-4 4-2-8 4-5-4 1-4-0
Sca;e 1 577
48
5x5—
5
E
5x5 P� 5x5
6,00 Fl-2 4 7
2x4 11 2,4 11
3 8
A
2 14 13 12 11 10IR
31 ex12 W 5x8 6x12
4xS &B
3.00 F1-2
0-0-0 0-0-0
4-3-8 13-0-0 19-0-0 27-8-8 32-0-0
4-3-8 8-8-8 6-0-0 8-8-8 4-3-8
Plate Offsets(X,Y): [5:0-5-8,0-2-41,16:0-2-8,0-2-4],[9:0-3-4,0-1-8],[12:0-4-0,0-3-01
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) I/clefl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.52 13 >730 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TQ -0.70 13-14 >547
BCLL 10.0 Rep Stress Incr YES WB 0.95 Horz(TL) -0.35 9 n/a
BCDL 5.0 Code FBC2001 1st LC ILL Min I/defl=240 Weight:166 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-9-7 oc;purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-2-2 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14,7-11
REACTIONS (lb/size) 2=1415/0-3-8,9=1415/0-3-8
Max Horz2=-287(load case 5)
Max Uplift2=-1516(load case 4),9=-1516(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=16,2-3=-4606,3-4=-4557,4-5=-2037,5-6=-1837,6-7=-2039,7-8=-4557,8-9=-4606,9-10=16
BOTCHORD 2-14=4189,13-14=2376,12-13=1837,11-12=2376,9-11=4189
WEBS 3-14=-101,4-14=2146,4-13=-694,5-13=635,5-12=-0,6-12=636,7-12=-694,7-11=2146,8-ll=-101
NOTES (6)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
3)Provide adequate drainage to prevent water ponding.
4)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should
verify capacity of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1516 lb uplift atjoint 2 and 1516 lb uplift
at joint 9.
6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Truss Truss Type ty 1 ply 5-199 MAIN STREET
;0202643 T5 ROOFTRUSS 1
TRUE (optional)
OS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:03:01 0
8%Page 1
1-1-4-0 i 4-4-7 7-10-15 11-5-8 15-0-0 17-0-0 1 20-6-8 24-1-1 27-7-9 32-0-0 33-4-9
1-4-0 4-4-7 3-6-8 3-6-8 3-6-8 2-0-0 3-6-8 3-6-8 3-6-8 4-4-7 1-4-0'
S.1-1570
5X5—
5�5
6 7
x4 W H
5 8
&00 FT-2 U4 i� 3X4
4
2X4
15 W
3 SX8— 10
le 14
3X4 3x8
JA
2 17 13 11
3.4, U4 1
3.DO F1-2 12"
4.8
3x8
0-0-0 0-0-0
5-10-10 11-5-8 16-0-0 20-6-8
26-1-6 32-0-0
5-10-10 5-6-14 4-6-8 4-6-8 5-6-14 5-10-10
fsets(X,Y): 16:0-2-8,0-2-41,[7:0-2-8,0-2-4],[11:0-3-8,0-1-81
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/clefl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.88 Vert(LL) 0.74 15 >515 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.71 14-15 >534
BCLL 10.0 Rep Stress Incr YES WI3 0.84 Horz(TL) -0.54 11 n/a
BCDL 5.0 Code FBC2001 1st LC LL Min I/defl=240 Weight:165 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-10-12 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-1-2 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=1415/0-3-8,11=1415/0-3-8
Max Horz2=-323(load case 5)
Max Uplift2=-1 548(load case 4),11=-1 548(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=16,2-3=-4517,3-4=-4370,4-5=-3647,5-6=-2903,6-7=-2913,7-8=-3650,8-9=-3647,9-110=4370,10-1 1=-4517,
11-12=16
BOTCHORD 2-17=4105,16-17=3808,15-16=3362,14-15=2790,13-14=3808,11-13=4105
WEBS 3-17=-81,4-17=347,4-16=-457,5-16=406,5-15=-721,6-15=1 197,7-15=773,7-14=929,8-14=1 99,9-14=-457,
9-13=347,10-13=-81
NOTES (6)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf,BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
3)Provide adequate drainage to prevent water ponding.
4)Bearing atjoint(s)2,11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should
verify capacity of bearing surface.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1548 lb uplift at joint 2 and 1548 lb uplift
at joint 11.
6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Truss Truss pe Qty Ply :5-199 MAIN STREET
Job
U1402643 T6 ROOFTRUSS 7 1
(optional)
TRUE WOS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:03:01 8CO_�Page 1
,-1-4-0, 4-7-7 8-4-15 12-2-8 16-0-0 19-9-8 23-7-1 27-4-9 32-0-0 �3-4�
1-4-0 4-7-7 3-9-8 3-9-8 3-9-8 3-9-8 3-9-8 3-9-8 4-7-7 1-4-0
S.I. 1:57.0
44
3x4 3x4 1�
5 7
6 oo F1—2 U4 3x4
4 8
1A 2x4
3 5�8
15 13
U4 N4 14
12 10
2 3x4
U4
3.00 F1—2
4A 4X8
0-0-0 0-0-0
1 5-10-10 1 10-11-5 16-0-0 1 21-0-11 26-1-6 32-0-0
5-10-10 5-0-11 5-0-11 5-0-11 5-0-11 5-10-10
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in Qoc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.77 14 >492 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.89 Vert(TQ -0.73 14-15 >520
BCLL 10.0 Rep Stress Incr YES WB 0.76 Hor-z(TL) -0.56 10 n/a
BCDL 5.0 Code FBC2001 1st LC LL Min Ildefl=240 Weight:159 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-10-5 oc purlins.
BOTCHORD 2 X 4 SYP No.21D BOTCHORD Rigid ceiling directly applied or 3-0-15 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=1415/0-3-8,10=1415/0-3-8
Max Horz 2=341(load case 4)
Max Uplift2=-1 562(load case 4),1 0=-1 562(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=16,2-3=4520,3-4=-4367,4-5=-3696,5-6=-2874,6-7=-2874,7-8=-3696,8-9=-4367,9-1 0=-4520,10-11=16
BOTCHORD 2-16=4111,15-16=3752,14-15=3225,13-14=3225,12-13=3752,10-12=41 11
WEBS 3-16=-96,4-16=400,4-1 5=-393,5-1 5=519,5-14=-646,6-14=2366,7-14=-646,7-13=519,8-13=-393,8-12=400,
9-12=-96
NOTES (5)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-98 per FBC20011;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
3)Bearing atjoint(s)2,10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should
verify capacity of bearing surface.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1562 lb uplift at joint 2 and 1562 lb uplift
at joint 10.
5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904�241.5200
LOAD CASE(S)Standard
Job Truss Truss Type ��Ply 5-199 MAIN STREET
�0202643 T7 ROOFTRUSS 2 1
TRUE i(optional)
OS INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek IndustrieM16. Fri Nov 22 13:03:02 2002 Page 1
1-1-4-01 5-10-10 10-11-5 16-0-0 20-10-4 25-8-8 32-0-0 3
28-7-0 1 3-4-9
1-4-0 5-10-10 5-0-11 5-0-11 4-10-4 4-10-4 2-10-8 3-5-0 1-4-0
S.1e 1 STO
4.5
5
3.4 4�6
&GO Ff2— 4
3x4 W 11
13
5x8—
Z14
14 8
3x4
15 4x12 12
2x4 1 3.00 F1 I
45 11 h4
3x8
0-0-0 0-0-0
1 5-10-10 1 10-11-5 16-0-0 25-8-8 26 32-0-0
5-10-10 5-0-11 5-0-11 9-8-8 0-3.-8 6-0-0
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.40 14-15 >773 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TQ 0.42 10 >40
BCLL 10.0 Rep Stress Incr YES WB 0.78 Horz(TL) -0.20 11 n/a
BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:161 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 3-4-15 oc purlins.
BOTCHORD 2 X 4 SYP No.2D *Except* BOTCHORD Rigid ceiling directly applied or 3-5-4 oc bracing.
B3 2 X 6 SYP DSS WEBS 1 Row at micIpt 6-12
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 2=1089/0-3-8,11=1745/0-3-8
Max Horz2=342(load case 4)
Max Uplift2=-1284(load case 4),11=-2230(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=31,2-3=-3253,3-4=-2434,4-5=-1582,5-6=-1576,6-7=1088,7-8=731,8-9=578,9-10=32
BOTCHORD 2-15=2928,14-15=2924,13-14=2212,12-13=991,11-12=-1578,7-12=-117,9-1l=-470
WEBS 3-15=167,3-14=-696,4-14=348,4-13=-798,5-13=1077,6-13=456,6-12�2404,8-11=-162
NOTES (5)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf,*BCDL=0.0psf:,occupancy category 11;exposure C;
partially;MWFRS gable end zone;cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1284 lb uplift at joint 2 and 2230 lb uplift
at joint 11.
5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Job russ Truss Type i Qty ply 5-199 MAIN STREET
0202643 T8 ROOFTRUSS 1
I I I �(optional)
TRUE TRUSS INC.,JAC19_bVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industrield4p. Fri Nov 22 13:03:02 2002 Page 1
1-1-4-0 4-3-8 1 10-1-12 16-0-0 20-10-4 25-8-8 28-7-0 32-0-0 �3-4-0
1-4-0 i 4-3-8 5-10-4 5-10-4 4-10-4 4-10-4 2-10-8 3-5-0 1-4-0
S�le 1:57 0
5x5
5
4A
3x4
6 00 FC2 4
4XI
W 11
5x5 13'
X8 W
3
14
U5
2 '15 3.00 Fl-2 8-X 8 �12
1� 1 0-a
W 3A
3x4 1 3x8—
0-0-0 0-0-0
4-0-0 4*8 10-1-12 16-0-0 25-8-8 26 32-0-0
4-0-0 0-3-8 5-10-4 5-10-4 9-8-8 0-3-8 6-0-0
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/de PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.52 Vert(LL) 0.47 9 >15 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.90 Vert(TQ 0.52 10 >3
BCLL 10.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.23 11 n/
BCDL 5.0 Code FBC2001 (Matrix) I st LC LL Min I/defl=240 Weight:164 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 4-2-5 oc purlins.
BOTCHORD 2 X 4 SYP No.213 *Except* BOTCHORD Rigid ceiling directly applied or 4-9-6 oc bracing.
B5 2 X 6 SYP DSS WEBS 1 Row at midpt 3-14,6-12
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 16=1295/0-3-8,11=1544/0-3-8
Max Horz 16=-342(load case 5)
Max Upliftl6=-1724(load case 4),11=-2077(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=32,2-3=573,3-4=-1254,4-5=-1060,5-6=-1041,6-7=1140,7-8=731,8-9=579,9-10=32
BOTCHORD 2-16=-444,15-16=-1260,3-15=-991,14-15=-643,13-14=1111,12-13=633,11-12=-1380,7-12=-94,9-11=-471
WEBS 3-14=1650,4-14=-189,4-13=-170,5-13=577,6-13=318,6-12=-2005,8-11=-158
NOTES (4)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.33.
3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1724 lb uplift at joint 16 and 2077 lb
uplift at joint 11.
4)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Fi-ob russ Truss Type Qty Ply :5 199 MAIN STREET
�0202643 T9 ROOFTRUSS 4 1
TRUE W
&S INC.,JACKSONVILLE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:03:03 80
%Page 1
-1-4-0 4-3-8 4-�-4 8-2-14 12-2-4 16-0-0 1 21-1-13 26-3-11 32-0-0
1-4-0 4-3-8 0-1-12 3-9-10 3-11-6 3-9-12 5-1-13 5-1-13 5-8-5 1-4-0
SmIe 1:57,0
5x8
7� 1
5
3X4
6 oo Fl-2 7
5X5
4
3X4 1�
2A 1 8
3
2 602
16
6x12
4x8 14 13 12 11 4x5
100—12 2K4 11 U8 3A 2X4 11
0-0-0 0-0-0
1 4-3-8 12-2-4 16-0-0 21-1-13 26-3-11 1 32-0-0
4-3-8 7-10-12 3-9-12 5-1-13 5-1-13 5-8-5
LOADING(pso SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL) -0.49 15-16 >784 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.83 Vert(TQ -0.70 15-16 >543
BCLL 10.0 Rep Stress Incr YES WB 0.71 Horz(TL) -0.24 9 n/a
BCDL 5.0 Code FBC2001 1st LC ILL Min I/defl=240 Weight:189 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 2-10-1 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 3-0-15 oc bracing.
WEBS 2 X 4 SYP No.3 WEBS I Row at midpt 4-16,6-15
REACTIONS (lb/size) 2=1415/0-3-8,9=1415/0-3-8
Max Horz 2=342(load case 4)
Max Uplift2=-1562(load case 4),9=-1562(load case 5)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=16,2-3=-4606,3-4=-4556,4-5=-2146,5-6=-2146,6-7=-1468,7-8=-lg33,8-9=-2382,9-10=16
BOTCHORD 2-16=4189,15-16=2463,14-15=55,5-15=-209,13-14=0,12-13=1729,11-12=2113,9-11=2113
WEBS 3-16=-89,4-16=2062,4-15=-688,13-15=1361,6-15=1313,6-13=214,7-13=-605,7-12=370,8-12=-440,8-11=161
NOTES (5)
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1562 lb uplift at joint 2 and 1562 lb uplift
at joint 9.
5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Job Truss Truss Type oty Ply 15-199 MAIN STREET
0202643 CJ2 ROOFTRUSS 3 1
V I
(optional)
TRUE TRUSS INC.,JACKSq%LE FL. 32226,MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 22 13:03:03 2
-1-10-10 3-5-4 5-10-9 9-9-5 9-1 Or13
1-10-10 3-5-4 2-5-6 3-10-11 0-1-8
Smle=1.199
4
3M
3
4 24 FT2-
12 7 6 5
2 85X5 U4
11
3.8 10 2,12 F12
1-0-0
0-0-0 3-5-15
3-5-4 6-0-1 9-10-0 9-1 -13
3-5-4 2-6-13 3-9-15 0-0-13
Plate Offsets(X,Y): [2:0-2-12,0-1-81
LOADING(pso SPACING 2-0-0 CS1 DEFIL in (loc) Ildefl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.11 2-8 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.28 Vert(TQ -0.13 1 >189
BCLL 10.0 Rep Stress Incr NO WB 0.37 Horz(TL) -0.03 6 n/a
BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:40 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.21) TOPCHORD Sheathed or 6-0-0 oc purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 5-2-5 oc bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 4=66/Mechanical,2=514/0-1-8,6=322/Mechanical
Max Horz 2=420(load case 2)
Max Uplift4=-153(load case 5),2=-747(load case 2),6=-465(load case 2)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=30,2-9�1006,3-9=-927,3-4=-44
BOTCHORD 2-10=899,10-11=904,8-11=923,8-12=851,7-12=851,6-7=0,5-6=0
WEBS 3-8=336,3-7=-902
NOTES (7-9)
1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
2)Refer to girder(s)for truss to truss connections.
3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 153 lb uplift atjoint 4,747 lb uplift at
joint 2 and 465 lb uplift at joint 6.
6)Special hanger(s)or connection(s)required to support concentrated load(s)182.31b up at 4-4-0 on top chord,and 15.Olb up at
1-6-1,and 15.81b down at 4-4-0,and 27.1 lb up at 7-1-15 on bottom chord. Design for unspecified connection(s)is delegated to the
building designer.
7)Use SIMPSON LS30 to attach VCJ2 to HIP GIRDER @ JOINT#6.
8)
9)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
1)Regular:Lumber lncrease=1.25,Plate lncrease=1.25
Uniform Loads(plf)
Vert:1-4=-54.0,2-8=-30.0,5-8=-30.0
Concentrated Loads(lb)
Vert:9=3.4 10=15.0 11=115.8 12=27.1
[Job russ Type Q y -199 MAIN STREET
�0202643 VJ4 ROOFTRUSS
13 1
i (optional)
TRUE TRUSS INC.,JA WILIE-�O ����� 00 s Sep 4 2602 MiTek Industries,Inc. Fri Nov 2 -'- :04 2002 Page I
-14-0 4-5-4
6-11-11 7- -0
1-4-0 4-5-4 2-6-7 40- -
Scale 1.17 0
U4
3
6 00 7F2
2 3X4
3x4 3.00 F-12
0- 1-0-0
4-3-8 7-0-0
4-3-8 2-8-8
LOADING(pso SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.02 2-7 >999 M1120 2491190
TCDL 7.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.05 1 >394
BCLL 10.0 Rep Stress Incr YES WB 0.16 Horz(TL) -0.01 5 n/a
BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl=240 Weight:30 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 6-0-0 oc,purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 8-7-3 oc;bracing.
WEBS 2 X 4 SYP No.3
REACTIONS (lb/size) 4=44/Mechanical,2=378/0-3-8,5=230/Mechanical
Max Horz2=409(foad case 4)
Max Uplift4=-1 05(load case 5),2=-430(load case 4),5=-277(load case 4)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=31,2-3=513,34=40
BOTCHORD 2-7=428,6-7=378,5-6=0
WEBS 3-7=223,3-6=-432
NOTES (5)
1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
2)Refer to girder(s)for truss to truss connections.
3)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TP1 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at joint 4,430 lb uplift at
joint 2 and 277 lb uplift at joint 5.
5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Job Truss Truss Type Qty ply 5-199 MAIN STREET
0202643 VJ5 ROOFTRUSS 6
I (optional) 2-5-8
TRUE TRUSS INC.,JACKSONVILLE FL. 3V860 MiTek Industries,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov 2�1&_-.83:04 2002 Page I
-1-4-0 5-0-0
1-4-0 5-0-0 S.I. 1:13.2
6 00 F12-
6
4
5 U4
2
3.0 0 FIT
3.4
2-5-8
0- 1-0-0
4-3-8 5-0-0
4-3-8 0-8-8
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defi PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.02 2-5 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.11 Vert(TL) -0.11 1 >176
BCLL 10.0 Rep Stress Incr YES WB; 0.00 Horz(TL) 0.00 n1a
BCDL 5.0 Code FBC2001 (Matrix) 1st LC ILL Min I/defi=240 Weight:18 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 5-0-0 oc purlins.
BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size) 3=1 19/Mechanical,2=357/0-3-8,4=1 O/Mechanical
Max Horz 3=1 24(load case 4),2=283(load case 1),4=-289(load case 1)
Max Uplift3=-213(load case 4),2=-429(load case 4)
FORCES (b)-First Load Case Only
TOP CHORD 1-2=31,2-3=48
BOTCHORD 2-5=-310,4-5=-289
NOTES (6)
1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
2)Refer to girder(s)for truss to truss connections.
3)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPl 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 lb uplift at joint 3 and 429 lb uplift at
joint 2.
5)Non Standard bearing condition. Review required.
6)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Job Truss Truss tWe Qty ly 5-199 MAIN STREET
0202643 VJ6 ROOFTRUSS 6 1 1-5-8
�P (optionall 3:04 2002 Page 1
TRUE TRUSS INC.,JACKSONVILLE FL. 32226,MiTek lVeties,Inc. 5.000 s Sep 4 2002 MiTek Industries,Inc. Fri Nov(3�-)p
-1-4-0 3-0-0
1-4-0 3-0-0
Scale=194
14
&00 F1-2
4
3.00 1-2
3X4
1-5-8
0-0-0 0-7-12
3-0-0 1
3-0-0
LOADING(psO SPACING 2-0-0 CS1 DEFL in (loc) I/defi PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 2-4 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TQ 0.04 1 >465
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a
BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defi=240 Weight:12 lb
LUMBER BRACING
TOP CHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 3-0-0 oc purlins,
BOT CHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS (lb/size) 3=52/Mechanical,2=224/0-3-8,4=42/Mechanical
Max Horz 2=1 88(load case 5)
Max Uplift3=-170(load case 5),2=-279(load case 4)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=31,2-3=-48
BOT CHORD 2-4=8
NOTES (5)
1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
2)Refer to girder(s)for truss to truss connections.
3)Bearing atjoint(s)2 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 170 lb uplift at joint 3 and 279 lb uplift at
joint 2.
5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
Qty 5-199 MAIN STREET 7
Truss Truss Type 0-1-12
�0202643 VJ7 �ROOFTRUSS 6 (optional)
TRUETRUSSI I NC.,JACKSONVILLE FL. 32226,MiTek industries,Inc. A180 s Sep 4 2002 MiTek Industries,Inc. Frift.22 13:03:05 2002 Page 1
3
-1-4-0 1-0-0
1-4-0 1-0-0
2
6 DO F12
W 3,00 F12
4 5
0-1-12
0-0-0 0-5-8
0-11-2 i-O-P
0-11-2 0-0-�4
LOADING(psf) SPACING 2-0-0 CS1 DEFIL in (loc) I/defl PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.17 Vert(LL) -0.00 2 >999 M1120 249/190
TCDL 7.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.03 1 >658
BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a
BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/def!=240 Weight:6 lb
LUMBER BRACING
TOPCHORD 2 X 4 SYP No.2D TOPCHORD Sheathed or 1-0-0 oc;purlins.
BOTCHORD 2 X 4 SYP No.2D BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
REACTIONS (lb/size) 3=-32/Mechanical,2=173/0-3-8,5=19/MechanicaI
Max Horz 2=1 12(load case 4)
Max Uplift3=-32(load case 5),2=-308(load case 4)
Max Grav3=93(load case 4),2=173(load case 1),5=1 9(load case 1)
FORCES (lb)-First Load Case Only
TOPCHORD 1-2=30,2-3=-44
BOTCHORD 2-5=3,4-5=-1
NOTES (5)
1)Wind:ASCE 7-98 per FBC2001;120mph;h=20ft;TCDL=4.2psf;BCDL=O.Opsf;occupancy category 11;exposure C;
partially;MWFRS gable end zone;Lumber DOL=1.60 plate grip DOL=1.33.
2)Refer to girder(s)for truss to truss connections.
3)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify
capacity of bearing surface.
4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 3 and 308 lb uplift at
joint 2.
5)APEX TECHNOLOGY IS A FICTITOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION.
FLORIDA ENGINEER BUSINESS NO.7547-333 JACKSONVILLE DRIVE,JACKSONVILLE BEACH,FL.32250-904.241.5200
THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION.ADDITIONAL INSTRUCTIONS ACCOMPANYING THIS
TRUSS DRAWING,INCLUDING HIB-91,SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL AND
STRUCTURAL PLANS DURING INSTALLATION.IF HIB-91 HAS NOT BEEN SHIPPED TO THE SITE WITH THE COMPONENT
PICTURED ON THIS PAGE,PLEASE CONTACT APEX TECHNOLOGY FOR A FREE COPY 904.241.5200
LOAD CASE(S)Standard
FORM 60OA-97
FLORIDA ENERGY , E,1FjFj1CIENCY CODE
FOR BUILDING' C6N, .STRUCTION
Florida Department of Community Affairs
Residential Whole.Building Perfqrmance Method A
E�T
F7pro-ject Name: 1488 U der: QUALITY REMODELIN AN
Address: .Permitting Office:
City, State: Perrnit Number:
Owner: KEVIN BENNETT jurisdiction Number:
Climate Zone'. North
1. New construction or existing Now 12. Cooling systenis
2. Single faniily or multi-fainily Single family a. Central Unit Cap:28.2 kBtulhr -
f V'n S��If multi
3. Number o it j -family SEER:10.00 -
4. Number of Bedrooms 4 b. NIA
5. Is this u worst case? Yes
6. Conditioned floor area 011) 1494 ff c. N/A',-"
7. Glass area&lypc
a. ClCur-single Palle 0.0112 - 13. Heating systellis
b. Clear-double panc 157.0 L14 - a. Electric licat PUMP Cap:29.0 LBtu/hr
c. Tint/olher SC/SIXIC-single Palle 0.0112
C� HSPF:7.20
d.Tin�othcr SC/SliGC-double puno 0.0112 b.NIA
8. Floor types
a. Slab-On-Grada rdge Insulation R-0.0, 197.0(p)ft c. NIA.
b.N/A
c. NIA 14. Hol walersysicins
9. W.111 types a. Electric Rcsistancc Cap:50.0 gallons
a. I'milic,Wood,Exterior W-11.0, 1023.0 111
EF:0.86
b. Frame,Wood,Adjuccm It-11.0,358.0 W b.N/A
c. N/A
d. N/A c. Conservation credits
e. N/A (HR-licat recovery,Solar
10. Ceiling types DIT-Dedicated heat purnp)
a. Under Attic R-30.0,1505.0 h2 15. HVACcrodits,.,
b. Under Attic R-1 9.0, 122.0 ft", --Ceiling-fan.CV-Cross ventilation,
(CF
c. N/A HF-Wholc house fau6
11.,Ducts Fr-Prograrnmable;Thcrn�iostat,
a. Sup:Unc. Rot:Unc. Aft Garage ,Sup.R-6.0, 1.0ft RB-Awcxadiant.barrier,
b.N/A W-C-Multizone cooling,
M&H-Multizono heating)
Total as-built khii.'�22�69.00
Glass/Floor Area: 0.11
PASS
Total base'ppfprts:,238J0
4-00,
I hereby,certlfy that.the7 plans and specifications covered Review of the plans and
- , - A� 111B Sr4�,
by this calquiat�-o`,,q`at$lrl Compliance withihe Florida specifications covered by this 4V �p
0
Energy o
�C d calculation indicates compliance
with the Florida Energy Code.
Mkg
PREPARED;
"A" Before construction 19 completed
DATE. F-5 this building will be'Inspected for
ng�,'ais d'esigne
I hereby certify'th his" i d, is in compliam �V11hpe6tion's.43.908
woo
w t
a erg 66cie.
compliance-"' 6
lo n
R/AOENT,-, BUILDING'OFFICIAL:i�:
OWNE
D A T E: DATE:,,",
EnergyGaugeO(Version: FL13PNA-200)'
ENERGY PERIQ RMANCE LEVEL (EPL)
DiAkAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* 83.6
The higher the score,the more efiricient the home.
KEVIN BENNETT. . . .
I. Now construction or existing Now — 12. Cooling systems
2. Single faraily or multi-family Single family _ L Central Unit Cap:282 kBtu/hr —
3. Number of units,if multi-family — SEER-10.00 —
4. Number of Bedrooms 4 b.N/A
5. Is this a worst case? Yes
6. Conditioned floor area(ft2) 1484 ft2 c. N/A
7. Glass area&type
a. Clear-single pane 0.0 ft3 13. Heating systems
b. Clear-double pane 157.0 IP — a. Electric Heat Pump Cap:29.0 kBtu/hr _
c. Tint/other SCISHGC-single pant 0.0 ft' — HSPR 7.20 —
d.'rint/odicr SC/SHGC-double pane 0.0 W b.N/A
8. Floor types
a. Slab-On-Grade Edge Insulation R-0.0, 197.0(p)ft c. NIA
b.N/A
c. N/A 14. Hot water systems
9. Wall types a. Electric Resistance Cap:50.0 galloas _
a, Frame,Wood,Exterior R-1 1.0, 1023.0 ft' EF:0.86 —
b. Frunw,Wood,Adjacent R-11.0,358.0 RI b.NIA
c. N/A
d.N/A c. Conservation credits
c. N/A (HR-Heat recovery,Solar
10. Ceilinstypes DHP-Dedicated heat pump)
a.Under Attie R-30.0,1505.01V 15. HVAC credits
b.Under Attic R-19.0,122.0 W (CF-Ceiling fan,CV-Cross ventilation,
c. N/A HF-Whole house fiu4 .
11,. Ducts PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH:Garage Sup.R-6.0, 1.0 ft RB-Allic radiant barrier,
b.N/A MZ-C-Multizoua cwling,
M&H-Multizone heating)
I certify aiat this home has complied Nvith the Florida Energy Ef4ciency,Cod;For Building
Construction through the above energy saving features which V�dill'be Installed(or exceeded) 0 -tUME S
in this boine before final inspection.Otherwise,a new EPL.Disp' tayCard will be completed 000
based on installed C ode.cginpliant features.
V
Builder Signature:.' 6-c-:/ Date:
Address of Ncw�Hoind: �14 7''OU 37- 4c i ty/FL z i P:A 7-LA.t,;7'rc (3
WS
*NOTC. The home's estimated energypeiformance scbre Is only available-through the'FLAIM computer program..
This is"aBull4inj Energy Rating.!1�your score is 80 or greater(or 86for a US EPAIDOE Fiiergy&g designation),.
your home I in.ay qualifyfor energy efficiency mortgage(FS-40 Incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the'Energy Gauge Hotline at 4071638-1492 or see The Energy Gauge.w. eb slle.q�.u".Jsec.uqf edufor
Information and a list of certij7ed Raters. For Information.about Florida's Energy Efficiency Code For Building Construction.
contact the Department of Community Affairs at 8501487-1824.
EnergyGaugelD(Version:FLRCNA-200)'
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT
BASE AS-BUILT
GLASS TYPES
18 X Conditioned X BSPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points
.18 1484.0 33.06 8829.6 Double,Clear NE 1.0 7.0 20.0 28.72 0.98 5W.7
Double,Clear E 1.0 7.0 5.0 40.22 0.98 197.6
Double,Clear S : 1.0 7.0 5.0 34.50 0.97 166.8
Double,Clear sw 1 1.0 6.0 15.0 38.46 0.96 555.5
Double,Clear sw 1.0 6.0 15.0 38.46 0.96 555.5
Double,Clear sw 1.0 8.0 15.0 38.48 0.96 555.5
Double,Clear SE 1.0 4.0 8.0 40.86 0.88 216.6
DouW Clear SE 1.0 7.0 15.0 40.86 0.98 601.2
Double,Clear NW 1.0 3.0 5.0 25.46 0.87 111.3
Double,Clear NW 1.0 6.0 20.0 25.46 0.97 496.1
Double,Clear NW 6.0 7.0 36.0 25.46 0.66 608.5
As-Built Total: 157.0 4630.2
WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points
Adalcent 358.0 0.7 250.6 Frame,Wood,Exterior 11.0 1023.0 1.70 1739.1
E)derior 1023.0 1.70 1739.1 Frame,Wood,Adjacent i 1.0 358.0 0.70 250.6
Base Total: 1381.0 1989.7 As-Built Total: 1381.0 1989.7
DOOR TYPES Area X BSPM Points Type Area X SPM Points
Adjacent 18.0 2.40 43.2 E)derior insulated 20.0 4.10 82.0
E)derlor 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2
Base Total: 38.0 165.2 As-Built Total: 32.0 126.2
CEILING TYPES Area X BSPNI Points Type R-Value Area X SPM Points
Under Attic 1488.0 0.60 892.8 Under Attic , 30.0 1505.0 0.60 903.0
Under Attic 19.0 122.0 1.10 134.2
Base Total: 1488.0 892.8 As-Built Total: 1627.0 1037.2
FLOOR TYPES, Area X BSPM Points Type R-Value Area X SPM Points
Slab 197.0(p) -37.0 -7289.0 Slab-On-Grade Edge lrwAktion 0.0 197.0(p) -4120 -8116.4
Raised 0.0 0.00 0.0
Bass Total: -7289.0 As-Built Total: .8116A
INFILTRATION Area X BSPM Points Area X SPM Points
1484.0 10.21 15151.6 1484.0 1021 15151.6
EnergyGauge*DCA Form 60OA-97 EnergyGauqe&FlaRESV7 FLRCNA-200
FORM 60OA-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , ,:, PERMIT
BASE AS-BUILT
Summer Base Points: 19739.9 Summer As-Built Points: 14817.5
Total Summer X System Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
14817.5 1.00D 1.047 0.341 1.000 5294.9
19739.9 0.3573 7053.1 14817.5 1.00 1.047 0.341 1.000 5294.9
EnergyGauqeTm DCA Form 60OA-97 EnergyGaugeVF1aRE$'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Perform' ance Method A - Details
ADDRESS: , PERMIT#:
BASE AS-BUILT
GLASS TYPES
18 X Conditioned X BWPM Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points
.18 1484.0 9.76 2608A Double,Clear NE 1.0 7.0 20.0 13.40 1.00 267.8
Double,Clear E 1.0 7.0 5.0 9.09 1.01 46.0
Double,Clear S 1.0 7.0 5.0 4.03 1.01 20.3
Double,Clear SW 1.0 6.0 15.0 7.17 1.02 109.8
Doubl%Clear SW 1.0 6.0 15.0 7.17 1.02 109.8
Double,Clear sw 1.0 6.0 15.0 7.17 1.02 109.8
Double,Clear SE 1.0 4.0 6.0 5.33 1.10 35.1
Double,Clear SE 1.0 7.0 15.0 5.33 1.03 82.0
Dowble,Clear NW 1.0 3.0 5.0 14.03 1.01 70.6
Double,Clear NW 1.0 6.0 20.0 14.03 1.00 280.6
Double,Clear NW 6.0 7.0 36.0 14.03 1.02 516.4
As-Built Total: 157.0 111148.2
WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points
Adajcent 358.0 3.6 1288.8 Frame,Wood,Exterior 11.0 1023.0 3.70 3785.1
Exterior 1023.0 3.70 3785.1 Frame,Wood,Adjacent 11.0 358.0 3.60 1288.8
Base Total: 1381.0 6073.9 As-Built Total. 1381.0 6073.9
DOOR TYPES . Area X BWPIVI = Points Type Area X WPM = Points
Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0
Ex terior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0
Base Total: 38.0 453.0 As-Built Total: 38.0 375.0
CEILING TYPESArea X BWPM Points Type R-Value Area X WPM Points
Under Attic 148aO 1.20 1785.6 Under Attic. 30.0 1505.0 1.20 1806.0
U nder Attic. 19.0 122.0 2.00 244.0
Base Total: 1488.0 1785.6 As-BuIlt Total: 1627.0 2050.0
FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points
Slab 197.0(p) 8.9 1753.3 Slab-On-Grade Edge Insulation 0.0 197.0(p) 18.80 3703.6
Raised 0.0 0.00 0.0
Base Total: 1763.3 As-Built Total: 3703.6
INFILTRATION Area X BWPM Points Area X WPM Points
1484.0 -0.59 -875.6 1484.0 -0.59 -675.6
EnergyGaugeO DCA Forn 60OA-97 EnergyGaugeOFIaRES'97 FLRCNA-200
FORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: . . . PERMIT
BASE AS-BUILT
Winter Base Points: 10798.6 Winter As-Built Points: 11975.1
Total Winter X System Heating Total X Cap. X Duct X System X Credit = Heating
Points' Multiplier Points Component Ratio Multiplier Multiplior Multiplier Points
11975.1 1.000 1.06A 0.474 1.000 6034.5
10798.6 0.5340 5766.5 11975.1 1.*00 1.064 0.474 1.000 6034.5
EnergyGauqeTIADCA Form 60OA-97 EnergyGaugeWlaRESV7 FLRCNA-200
FORM 60OA-97
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT#:
BASE AS-BUILT
WATER HEATING
Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit Total
Bedrooms Volume Bedrooms Ratio Multiplier
4 2746.00 -10984.0 50.0 0.66 4 1.00 2809186 1.00 11239.4
As-Built Total: 11239A
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling Heating + Hot Water Total Cooling + Heating + Hot Water Total
Points Points Points Points Points Points Points Points
7053.1 5766.5 10984.0 23803.51 5294.9 6034.5 11239.4 22568.9
PASS , I
EnergyGaugeTu DCA Form 60OA-97 EnergyGauge(WiaRES'97 FLACNA-200
FORM 60OA-97
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS . . . PERMIT#:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE _CHECK
Exterior Windows&Doors 606.1.ABC.1.1 Maximum%3 cfnVsq.ft.window area:.5 cfm/sq.ft.door area.
Exterior&Adjacent Walls 606A.ABCA 2-1 Caulk,gasket,weaUierstrip or seal between:windows/doors&frames,surrounding wall;
foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility
penetrations;between wall panels&top/bottom plates;between walls and floor.
EXCEPTION:Frame walls where a continuous infiltration barrier'is Installed that extends
from,and Is sealed to,th;foundation to the top plate.
Floors 606.1 ABC.1.2.2 Penetrationslopenlirigs:11 1W seeW urdess backed by Uuss or joint members.
EXCEPTION:Frame floom w1we a continuous Infiltraltion barrier is installed that is sealed
to the perimeter,penetrations and seams.
Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases,
soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate;
attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is
Installed that Is sealed at the perimeter,at penetrations and seams.
Recessed Lighting Fixtures 606.1 ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a
sealed box with 1/2"clearance&3*from Insulation;or Type IC rated with<2.0 cfm from
conditioned a .tested. -
Multi-story Houses W6.1 ABC.1.2.5 Kir barrier on Perimeter of floor cavity between noors.
Additional Infiftration,reqts TiiA.ABC.1.3 Exhaust fans vented to outdoors,dampers;com.bustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit
breaker(electric)or cutoff(gas)must be provided.External or built-in he I uired.
oo
Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated),Non-commeicial pools
er
must have a pump timer.Gas spa&pool heaters must have a minimum thermal
efficiency of 78%.
Sbower heads 612.1 Water flow must be Lestricted to no more than 2.5 ll;ns per minute at 80 PSIG,
Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically
attached,sealed,Insulated,and Installed in accordance with the criteria of Section 610.
Ducts in unconditioned atiles:R-6-min,insulation.
HVAC Controls 607.1 Sqpqrate readily accessible MV4 or automatic thermostat for each system.
Insulation 604.1,W2.1 Ceilings-Min.R-19.Common walls-Frame R-1 1 or CBS R-3 both sides.
Common ceiling&floprs R-1 1.
EnergyGauge Tm DCA Form 60OA-97 EnergyGaugeWFIaRET97 FLRCNA-200
RIGHT-J LOAD AND EQUIPMENT SUMMARY
File name: Base.bld 12/1/00
For: QUALITY REMODELING AND FRAMING (KEVIN BENNETT)
By: AIR FLOW DESIGNS
5615 ST.AUGUSTINE RD.
JACKSONVILLE FL 32207
(904)398-0831
Job#
Wthr Jacksonville AP FL
Zone Entire House
WINTER DESIGN CONDITIONS
�'�SUMNIER DESIGN CONDITIONS
Outside db: 32 Deg F Outside db: 97 Deg F
Inside db: 72 Deg F Inside db: 78 Deg F
Design TD: 40 Deg F Design TD: 19 Deg F
Daily Range M
Rol.HunL: 55 %
Grains Water 37 gr
HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING
Bldg.Heat Loss 31482 Btuh Structure. 17667 Btuh
Ventilation Air 262 CFM Ventilation 2278 Btuh
Vent Air Loss 11528 Btuh Design T=p.Swing 3.0 Deg F
Design Heat Load 43010 Btuh Use Mk,Data n
RatetSwing Mult, 1.00
INFILTRATION Total Sens Equip Load 19946 Btuh
Method Simplified LATENTCOOLING EQUIP LOAD SIZING
Construction Quality Average
Fireplaces 1 Internal Gains 1265 Btuh
Ventilation 2742 Btuh
HEATING COOI�NG Inffitratiou 2744 Btuh
Area(sq.1) 1484 � 1484 Tot Latent Equip Load 6751 Btuh
Volume(cufLj 13059 13059
Air Changes/liour -1.2 0.5 Total Equip Load 26697 Btuh
Equivaleat CFM 262 109
HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY
Make CARRIER Ma CARRIER
Model FA4ANF030 Model 3SYCCO30
Type , HEAT PUMP , Type SPLIT DESIGNS
Efficiency HSPF 7.20 COPIEERJSEER,i�, 10.00
Heating Iiiput 0 Btuh Sensible Cooling 0 Btuh
Heating Output- 29000 Btuh Latent Cooling , 0 Btuh
Heating Temp Rise 26 Deg F Total Cooling 28200 Btuh
Actual Heatin
,gFan 1000 CFM-� ; Actual Cooling Fan 1000 CFM
Htg Air Flow Factor 0.032 CFNVBWh CIS Air Flow Factor 0.057 CFM/Btuh
Space Thamostat Load Sens Heat Ratio 82j
MANUAL J:7th Ed. RIGHT-J:VI 3.0.11 SIN 117 8 6
Printout certified by ACCA to meet all requir=ents of Manual Form J
RIGHT-J CALCULATION PROCEDURES A,B, C, D
Job File name: Base.bld 12/1/00
Zone-. Entire House
Procedure A-Winter Infiltration HTM Calculation*
I. Winter Infilb-atibn CFM
1.2 ACIM x 13059. CuXt x 0.0167= 262 CFM
2. Winter Infiltration Btuh
1.1 x 262 CFM x 4 0 Winter M, 11515 Btuh
3. Winter Infiltration HTM
11515 Btuh 177 Total Window 65.1 H7M
and Door Area
Procedure B-Summer Infiltration HTM Calculation*
1. Summer Infiltration CFM
0-5 AC/RR x 13059 CuXt x 0.0167-q�; 109 CFM
2.- Summer MItration Btuh
1.1 x 109 CFM x 19 Summer TD 2279 Btuh
3. Summer Infiltration HTM
2279- Btuh 177 Total Window 12.9 HTM
and Door Area
PrpcedureC-Latent Infiltration Gain
0.68 x 37 &r.diff.. x 109 CFMI= 2744 Btuh
Procedure P,-Equipment Sizing Loads
1. .-,.,Sensible Sizing Load
Sensible Ventilation Load
1.1,x 109 VenLCFM x 19 Summer TD 2278 Btuh
Sensible Load for Structure(Line 19) 17667 Btuh
Sum of Ventilation and Structure Loads 19946 Btuh
Rating and Temperature Swing Multiplier X 1.00 RSM
Equipment Sizing Load-Sensible + 19946 Btuh
2. Latent Sizing Load
Latent Ventilation Load
0.68 x � 109 Vent.CFM x 37 gr.difE 2742 Btuh
Internal Loads 230 x No.People + 1265 Btuh
,,,.Infiltration Load From Procedure C + 2744 Btuh
Equipment Sizing Load-Latent 6751 Btuh
*Const;ucW=Quality is: a, No.of FkWlam is*.`.,.,'-
MANUAL J:7th Ed. RIGHT-J:V 3.0.11 SIN 11786
Printout certified by ACCA to meet all requirements ofManual Form J
Base Job# Zone: Entire House 12/1/00
MANUAL J:7th Ed. RIGHT-1: 3.0.11- S/N11786
I Name ofRoom Entire House MBR MBTH wic
2 Running Ft.Exposed Wall 178.0 Ft. 4 3.0 Ft. 8.0 Ft. 5.0 Ft.
3 Rooin Dimensions,Ft. 0.0 t. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft
4 Cailngs,Ft Condit.Option 8.8 heat/cool d 10.0 heat/cool 8.0 heat/cool 8.0 heat/cool
TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh
EXPOSURE NO. Htg CIg I-VLh Htg CIS L-gth HIg Cla Length Htg I CIS Length Htg I CIg
5 Gross a 12C 3.6 2.0 1280 0*0� 260 64 so" 40
Exposed b 14B 5.8 2.2 0 0000 0 0 0
Walls and c 12H 2.4 1.4 0 0000 $0,00 0 00" 0 0
Partitions d 13C 1.4 1.3 350 170 00*0 0 0
e 13H 1.1 0.8 0 0*0* 0 0"0 000* 0 so" 0 *00*
r 0.0 0.0 0 $0,00 0 so" 0000 0 0*0* 0
6 Windows and a 11 38.2 00 121 4627 20 - 765 6 229 0 0
Glass Doors b 8F 38.2 0* 36 1377 "00 0 0 0 0 so" 0 0
Heating c 9H 22.0 *0 0 0 0 0 0 0 0
d 71, 26.0 00 0 0 00" 0 0 so** 0 0 0 0
a '0.0 0 0 0000 .0 0 0 0 0 0
I1 0.0 0 0 *"* 0 io *000 0 01 *00* 01 0 *00* 1
7 Windows and North 16.0 5 80 0 0 0 0 0
Glass Doors NEINW 33.0 41 1353 20 660 6 1980 0 0
Cooling R/W 46.0 5 2�O 0 0 0 0 0 0
SE/Sw 40.01 106 *00* 4240 0 0 0 0 0 0
South 0.0 0 so*% 0 ;0 0 0 0 0
Hon 0.0 0 so** 01 0 0 0 0000 01 0 0
Other doors a 11E 7.6 4.3 20 152 86 .0 0 '0 0 0 0 0 0
b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0 0 0
9 Net a 12C 3.6 2.0 1103 3971 2244 240 864 488 58 209 118 40 144 81
Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0 0 0 0
Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0
Partitions d 13C 1.4 1.3 350 473 441 170 230 214 0 0 0 0 0 0
e 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0
f 0.0 0.0 01 '0 0 ;o �0 .0 01 0 0 0 01 01
10 Ceilings 16G 1.3 1.4 1396 1843 1981 168 222 238 64 84 91 40 53 57
16D 2'1 2*3 122 259 278 22 471 50 0 0 0 0 0 0
i0.0 0.0 0 0 0 0 0 0 0 0 0 0: 0 0
1
i
I I Floors, a 22A 32.4 0.0 178 5767 0 43 1393 0 8 259 0 5 162 0
b120G 2.8 1.1 0 0 0 0 0 0 0 0 0 0
C 0.0 0.0 0 0 0 .0 0 0 0 0 0 0 0 0
12 Infiltration a 65.1 12.9 177 11515 2279 20 1301 258 6 390 77 0 0 0
0
6
13 Rulgot lituh Lou-6+8..+11+12 2 83 ffi*"" 4821 1172 359
14 Dud Btuh Loss 14 51/4 241 so" 5 1/ 59 51/4 18
is TOW Lou 13+14 /j 391498929 ';5062 1231 377
16 kL G&W: People @ 300 �6 00"i 1650 2 00"1 60'0 0 0 0 0
Appl, 1200 1 1200 0 ;0 so** 0 0 0
17 UAot RSA Gain-7+8..+12+16 000* 1 00** so"
.16061 2508 484 138
is Pu(A Btu4 Gain 104/, *so* 1606 10 vt �0400* 241 �r 100N 000* 48 106A 14
19 Total RSH Gain-(I 7+1 S)OPLF 1.00 17667 1.60 2759 1.00 .... 532 1.0 152
2� 91W�#R.equired 1 01 12
0*0* 1000 1000 0000' 161 '256 39 101 91
Printout certified byACCA to meet all requirements of Manuai J F=
Base Job# Zone: Entire House 12/1/00
MANUAL J:7th Ed. RIGHT-j: 3.0.11- SIN 11786
I NameofRoom LIV BR2 BR3 BR4
2 RumunaFt.EXPOVAdwall 22.0 Ft, 22.0 Ft. 10.0 FL 24.0 Ft.
3 Room Dimensions.Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft. 0.0 x 0.0 Ft.
4 CeRngs,Ft Condit.option 10.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool
TYPE OF CST IITM Area Btuh Ana Btuh Arm Bvuh Area- Btuh
OPOSURE NO. CIS Length Hts CIS L-A, Clg Length ft CIS Length Hq CIS
5 Gross a 12C 3.6 2.0 220 176 80 192
Exposed b 14B 5.8 2.2 0 *00* 0 0 0
Wall$and c 12H 12.4 1.4 0 0000 0000 0 0 0
Partitions d 13C 1.4 1.3 0 so**. 0 0 0
e 13H *1.1 0.8 0 00" 0 0 0
f 0.01 o.01 0 -0-0 00*0 '0 00" 00" 00*0 0
6 Windows mid a 11 38.2 *0 25 956 15 574 15 574 15 574
Glass Doors b 8 F 38.2 - 0 0 0 0 *000 0 *000 0
0 0
Heating
c 9H 22.0 .0 0 00" 0 0 *00* 0 0 0 0
d 7L 26.0 0 0 0 0 0 0
0 .0.0 0 0 0000 0 0 0 0 0 0
f 0.0 0 01 0 0 0 0 0 0
7 Windows and North 16.0 5 0*0* 80 () 0 0 0 0 0
Glass Doors NE/KW` 33.0 15 **** 495 0 0 0 0 0 0
Cooling E/W 46.0 5 230 0 0 0 0 0 0
SE/Sw 40.0 () 0 15 600 15 600 15 600
South 0.0 0 0 () 0 0
0 0 0
Horz 0.0 ()1 0 0 00*0 0 0 00*0 0 0 0
Other doors a IlE 7.6 4.3 20 152 86 0 0 0 0 0 0 0 0 0
1 IOA122.4 12.7 0 0 0 0 0 0 0 0 0 0 0 0
9 Not a 12C �3.6 210 175 630 356 16,1 580 327 65 234 132 177 637 360
Exposed b 14B 5.8 2.2 0 0 0 '0 0 0 0 0 0 0 0 0
Walls and c 1211 2.4 1.4 0 0 0 0 0 0 0 0 0 0 0 0
Partitions d 13C 1.4 '1.3 0 0 0 0 0 0 0 0 0 0 0 0
a 13H 1.1 0.8 0 0 0 0 0 0 0 0 0 0 0 0
1 0.0 0.0 0 .0 �O 0 0 0 0 0 0
10 Ceilings. 16GI 1.3 1.4 352 465 1401 185 1' '140 185 199 1401 165 199
1061 499 99
16D 2.1 2.3 50 114 �O 0 0 0 0 0 0 0
C 0.0 0.0 0 0 �O k I I :
0 0 �O 0 0 0 0 0 0
I I Floom a 22A 32.4 0.0 22 713
0 22 713 0 10 324 0 24 778 0
b 20G 2.8 1.1 0 0 0 0 0 :0 0
0
01
t C 0.0 0.0 0 0 0 0 0 '0 0 0 0 0 0
01 0 0 0
121 Infiltration a q5.1 12.9 45' 2928 579i 15 976 193 15 976 193 15 976 193
13 SubtatBiuhLoss--6+8..+ll+l2 0000
5949 3027 0000' 2292 0*00 3149
14 Duct Btuh Lou SVI 297 57
**** 6246 00"
13+14 3178 00"' 407
15: Total B4;h Los, 151 -5 2115 --5 31307
16 la Gains: peoplo @ 300 2 600 'vo": 150 1
�Appl. 1200 0 0 150
0 �O !ID 0 0
17 Subwt MH Gain-7+8..+12+16 -3040 0000 00**. 1469 00" 1274 1502
18 -,J)uet Btuh Gain 10% 0*0* 3'0 4 ION 147 IF 109/. "00 127 101/4 150
19 TOW RSKGain-(l7+l8)-PLF 1.00 *000 '3344 1.00 "00, 1616 1.00 1401 1.00 1652
20 CFM Air Required
198 1891 101 �l - 76 7 91 1 1051 941
Printout certified by ACCA to meet all requirements of Manual J F01M ? -
Base Job# Zone: Entire House 12/1/00
MANUAL J:7th Ed. RIGHT-J: 3.0.11- S/N11786
I NameofRown BTH2 NOOK / KIT DIN
2 Running Ft Exposed Wall 6.0 Ft. 10.0 Ft. 2 8.0 Ft. Ft.
3 Room Dirnansions,Ft. 0.0 x 0.0 FL 0.0 x 0.0 Ft. 0.0 X 0.0 FL x Ft
4 Ceilngs,Ft Condit.Option 8.0 1 heat/cool 10.0 1 heat/cool 10.0 1 heat/cool
TYPE 017 CST ISM Am Btuh 'Area Btuh Area Btuh Am Bwh
EXPOSURE NO. Clg Length Clg Ungth 14 CIg I.,ength Htg I CIg Iength Hq I CIg
1
5 Gross a 12C 3.6 2.0 48 **so 0*00 100 so** 0000 100
Exposed b 14B 5.8 2.2 0 0 0*0* 00** 0
Walls and c 12H 2.4 1.4 0 0 "** 00*0 0
Partitions d 13C 1.4 1.3 0 0 00*0 **** 180
e 13H 1.1 0.8 0 00*0 0*0* 0 00" so" 0
r 0.0 0.0 0 *000 0 "oo *00* 0 so"
6 Windows and a I 1 38.2 5 191 20 765 0"0 0 0
Glass Doors b 8F 38.2 0 0 0 0 00*0 36 1377
Heating C 9H 22.0 0 0 0 0 00*0 0 0
d 7L 26.0 0 0 0 0 0 0
e 0.0 so 0 0 *"o 0 0 0 0
f 0.01 00 0 01 01 0 0 01
7 Windows wW North 16.0 0 0 *00* 0 0 0
Glass Doors NE/NW 33.0 0 0 0 **" 0 0 0
Cooling E/W 46.0 0 0 0 0 0 0
SE/SW 40.0 5 200 20 800 361 0*0* 1440 00*0
South 0.0 0 0 0 so" 0 0 0
Horz 0.0 0 .... 0 0 0 0 0
8 Other doors a 11E 7.6 4.3 0 0 0 0 0 0 0 0 0
1 b 10A 22.4 12.7 0 0 0 0 0 0 0 0 0
9 Not a 12C 3.6 2.0 43 155 87 80 288 163 64 230 130
Exposed b 14B 5.8 2.2 0 0 0 0 0 0 0 0 0
Walls and c 12H 2.4 1.4 0 0 0 0 0 0 0 0 0
Partitions d 13C 1.4 1.3 0 0 0 0 0 0 180 243 227
a 13H 1.1 0.8 0 0 0 0 0 0 0 0 0
f o-01 0-0 01 0 0 01 0 0 0 01 0
10 Ceilings 16G, 1*31 1.4 48 63. 160 211 227 144 190 204
: 16D 2.1 2.3 0 0 6801 22 47 50 28 59 64
C 0.0 0.0 0 0 0 0 01 0 0 0 0.
I I Floors a 22A 32.4 0.0 6 194 0 10 324 0 21 907 0
b 20G 2.8 1.11 0 0 0 0 0 0 0 0
C 0.0 0.0 0 0 0 0 0 0 0
Q 01 0
12 Infiltration a 65.1 12.9 5 325 64 20 1301 258 36 2342 464
13 Subtot Btuh Lou-6+8..+11+12 929 *00* 2936 5349
14 Duct Btuh Loss 50 46 Svc 147 *000 54/4 267 IN
V
15 Total'&Ub Lou-13+14 975 00*0 $000 3083 00" 5616
16 bL Gains: People @ 300 0 oo" 0 0 so" 0 0 0*00 0
Appl.@ 1200 0 so** 0 1 *000 1200 0 **so
17 Subtot RSH Gain-7+8..+12+16 **** . 420 so** 000* 2697 00*0 2529
18 Ma Btah Gain 10% 42 10y, so" 270 op 100/, 253
19 Total RSH Gain-(I 7+11 8)*PLF 1.00 462 1.00 00*0 2967 1.00 0000 2782
CFM Air Required *00* 31 261 - 98 168 - 178 157 so"
Printout certified by ACCA to meet all requirements of Nbinual J Form
SS 3)WEB MEMBER PLANE,'X"bracing,as shown,is critical in DO NOT USE SHORT BLOCKS TO BRACE
BEGINNING THE ERECTION PROCE preventing trusses from leaning or dominoing. Repeat as INDIVIDUAL TRUSSES WITHOUT A
It is Important for the builder or erection contractor to provide substantial bracing for the first truss erected,The two or more shown to create a succession of rigid units SPECIFIC BRACING PLAN
trusses making up the real of the first set are tied to and rely upon the first truss for stability.Likewise,after this first set of truss- Continuous X-bra.i,g DETAILING THEIR USE
es is adequasly crose-braded,the remaining trusses installed rely upon this first set for stability.Thus,the performance of the lateral
truss bracing system depends to a great extent on how well the first group of trusses is braced.
GROUND BRACE-EXTERIOR GROUND BRACE-INTERIOR Web merri 14-15' 15-4
One satisfactory method ties the first unit of trusses off to a Another satisfactory method where height of building or max. ma�.
series of braces that are attached to a stake driven into the ground conditions prohibit bracing from the exterior is to lie
ground and securely anchored.The ground brace itself should the first truss rigidly in place from the interior at the floor X-brading should be installed an vertical web members
be supported as shown below or it is apt to buckle.Additional level, provided the floor is substantially completed and whatever possible,at or near lateral bracing.Plywood sheathing
ground braces In the opposite direction,inside the building,are capable of supporting the ground bracing forces.Securely may be substituted for X-bracing.
also recommended. Note: Locate ground braces to fasten the first truss to the middle of the building.Brace the dloq Web members
'1� bracing similar to exterior ground bracing shown at left.Set bi'6 See WTCA's Truss Tec)7nOlogy in Buffroing
first truss directly in line with at * C3 Brace the
�f a trusses from the middle toward the end of the building.
row o top chord continuous Is- T Always Diagonalfy Brace for Sellety,document
eralsbracing(either temporary or Properly cross-brace the first set of trusses before remov- bracing
a'truss
row'"top ch'
a ral I,racing(e"
permanent). ing floor braces and setting remaining trusses. for short block use options
2od,3rd&4th trusses BRACING REQUIREMENTS USING THE SAME
PRINCIPLES APPLY TO
�Firat truss PARALLEL CHORD TRUSSES
2 x 4 minimum Temporary supp
wall or temporary
*45' scaffolding(helps Is Bottom chords
First truss to be when inst Iling long
Ground died braced before erwection -Icl!ar span trusses)
ding
Bearing for trusses a Note:Top chords and some web members are not shown,
bracing
Brace the of additional units. Ground or ding in order to make drawings more readable.
Lst ral
a
Ground stakes Minim'in Two I 6d STACKING MATERIALS
7�Co.�NjWeleaditd Nails DO NOT PROCEED WITH BUILDING COMPLETION UNTIL
minimum size ALL BRACING IS SECURELY AND PROPERLY IN PLACE
Ercl dmg,nal,t,gr...d'I I This[awl represents Pla orm must
TI,��."RV- ground floor on single
_L11-Venetration story applicatio a I be rigidly braced
-d�
'Chord
BRACING MATERIAL OR INADEQUATE FASTENING IS A MAJOR CAUSE OF
ER
ION T
T 1"I GIT, TOLERANCE NEVER STACK MATERIALS ON UNBRACED Proper distribution of construction materials is a must during
uss
construction. See WTCA's Tr Technology Build g
OR INADEQUATELY BRACED TRUSSES
........
Construction Loading for additional information
IS NiiRrr�',i'2-, 4 Acceptable
Length Length
agar st out-
side load
Lesser o bearing wall
D/50 or 2'
L Ing h 16�to 32
Le4h 32&over 2"
Acceptable
",or floor line,AND TO ACCOMPLISHING El over lead
read for the hazardous practice of respacing or
bearing wall
or bowing can cause nails to miss the top NEVER STACK MATERIALS NEAR A PEAK
p is a 7requent cause of dominoing
IGHORD OF THE TRUSSES.
1',�',01
ji,
r
gii, CO
su� vm.IN",-
I �u RIM&ifil!M�
N' Al
'0 Always stack materials over two or more trussed.
X
a
NEVER STACK MATERIALS ON THE
Not to exceed 4'0"maximum from bearing
Dm, CANTILEVER OF A TRUSS
22s PN�
I�4 V
41o"
u.TRUSSES
NOT WALK ON TRUSSES
R,
ARILY GABLE ENDS LYING FLAT T
UPPORTS direction
OWN 'if All she of nailing nails
% iie'sna brace Is Roofing and mechanical contractors are cautioned to stack
'12"l
materials only along outside supporting members or directly
NEVER OVERLOAD SMALL GROUPS over inside supporting members.Trusses are not designed for
trusses direction OR SINGLE TRUSSES.POSITION LOAD dynamic loads(i.e.,moving vehicles),Extreme care should be
have t taken when loading and stacking construction materials
a
ANY TRUSSES AS POSSIBLE. (rolled roofing,mechanical equipment,etc,)on the roof or
'A of force
OVER AS M
gslj,
floor system
END OF
RUSS S
WELL NAILED Sleeper M
'racing shod
'ndicular to (PERPENDICULAR TO FORCE)
Vili
91
BRACING REQUIREMENTS FOR 3 PLANES OF ROOF Panel dint
emporay erec ion bracing must be applied to three planes of the roof system to ensure stability:Plane 1)Top Chord(sheathing),Plane 2) Sleepers for mechanical equipment should be located at
lottom Chord�ceijjhg plane),and Plane 3)Web Member plane or vertical plane perpendicular to trusses, NEVER CUT ANY STRUCTURAL panel points(joints)or over main supporting members and
I TOP CHORD PLANE.Most important to the builder or erection con- 2)BOTTOM CHORD PLANE.In order to hold proper spacing on the MEMBER OF A TRUSS. only on trusses that have been designed for such loads,
actor Is bracing in the plane of the top chord.Truss top chords are bottom chord'temporary bracing is recommended on the top of the hot-
o a anal b
'Sceptible I To I p t Chord uckling before they are braced or sheathed. tom chord. CAUTION NOTES
Diagonal Bracing Web Continuous
members lateral bracing
'oninuous Errors in building lines and/or dimensions, or errors by others shall be corrected by the
)raci ng Net to scale. contractor or responsible construction trade subcontractor or supplier BEFORE erection of
Bottom Chord 2''x 4"x 10'Length russes begins.
*6'-Spans 45'-60t:Use spacing no greater than 6'. tapped over two Bottom Chord Cutting of nonstructural overhangs is considered a part of normal erection and shall be done by
betwe,"30'�45':Use 8'spacing trusses. the builder or erection contractor.
pla.�,"pana ij,to 0':Use 10'apacing. 1,j
Conlin...s--,d,.r, Any field modification that involves the cutting,drilling,or relocation of any structural truss
Lateral Bading member or connector plate shall not be done without the approval of the truss manufacturer or
Temporary Diagonal (where possible place at
Bracing every 20' ..on top chord joint) a licensed design professional.
The methods and procedures outlined are intended to ensure that the overall construction
techniques employed will put floor and roof trusses SAFELY in place in a completed structure.
These recommendations for bracing wood trusses originate from the collective experience
20— Connect end of of leading technical personnel in the wood truss industry, but must,due to the nature of
45- bracing to rigid support or add diagonalbracing at responsibilities involved,be presented only as a GUIDE for use by a qualified building designer,
Ir. approximately 20'intervals(repeat at both ends). builder, or erection contractor. Thus, the Wood Truss Council of America expressly
20" disclaims any responsibility for damages arising from the use, application, or reliance
Temporary Diagonal 2"x 4''x 10'Length *Long spans,heavy loads or other spacing configurations an the recommendations and information contained herein.
Bracing every 20! lapped over two trusses. may require closer spacing between lateral bracing and
closer intervals between diagonals.Consult the building
EXACT SPACING BETWEEN TRUSSES SHOULD BE MAINTAINED designer,HIB,DSB(Recommended Design Specification Selected text and figures referenced or reproduced from HIS and DSB by
AS BRACING IS INSTALLED to avoid the hazardous practice of removing for Temporary Bracing of Metal-Plate Connected Wood pe mission of the Truss Plate Institute,Madison,Vill.
bracing to adjust spacing.This act of"adjusting spacing"can cause trusses to Trusses)or WTCA's Truss Technology in Building Always
t.I connections are removed at the wrong time, Diagonally Brace for Safety document. WOOD TRUSS COUNCIL OF AMERICA
IN IMTM One WTCA Center
DIAGONAL OR CROSS-BRACING IS VERY IMPORTANT! 6300 Enterprise Lane
Madison,W1 53719
SEE WTCA'S TRUSS TECHNOLOGY IN BUILDING ALWAYS DIAGONALLY 608/274-4849-608/274-3329 fax
BRACE FOR SAFETY DOCUMENT FOR ADDITIONAL BRACING OPTIONS. Copyright 0 1986-2002 Wood Truss Council of America wtca@woodtruss.com-www.woodtruss.com
D E SJ IC'T N j 0 A D S
4
Roof Load' 1.25) ------
Mg d— C
Top Chord Live Load �_C� p s f
'Fop Chord Dead Load 7 psf of I
Bottom Chord Live Load 10 psf
Bottom Chord Dead Load 5 psf
ae—
Floor Loadina (Cd� 1.00)
Top Chord Five Load 40 psf
Top Chord Dead Load I LIETRUSS
10 psf C
Bottom Chord Live Load 0 psf OF
Bottom Chord Dead Load 5 psf ZMUMOUSEJ
Wind Loadine (Cd— 1.60)
ASCE 7- 98, 3s Gust 120 MPH
Exposure Category C
0 i
Importance Factor 1.0
PARTIALLY ENCLOSED
Special-Floor (Game Room)_ Loading (Cd� 1.00)
J3 Top Chord Live Load 60 psf
Top Chord Dead !,oad 10 psf
d2 n 7,
Bottom Chord Live Load 0 psf
!>
Bottom Chord Dead Load 5 psf
f 1
Maximum Floor Truss Spacing 16" O.C.
14
Design loads were provided by the building designer
Z
J,4 C\2 1
This drawing is not sufficient alone for- installation.
Additional instructions accompanying this drawing, <
J 4
including HIB-91, Should be used in conjunction
J 4 with the architectural and structural plans during
installation. If [1113-91 has not, been shipped to 2
j4 the site with the components shown on this page,
please contact Apex Te-chnology ror a rree copy. P
The Design Loads above were provided by the
j4 Engineer of Record. C)
VJ4 The Engineer of Record I,; instructed to sion the 0 Y)
C
singaLure block to the right indicatirio his
VJ4 favorable review of Lite truss docurnet'iLs in
E—
accordance with Board Rule BIGIF) 30.006(3). Ile
-------- VJ4 shall also indicate his license nUrnber and address
z
on this page.
-VJ57
Permanent bracing of Lhe roof s tern, including
y
-abc ',r--:ss brloc�ng, is the -cspor-,
I C_
Engineer of Record for the strucLure or the
4� buildin� designer. X
All trusses (including trusses under willey frarning)
C', must be completely decked.
> > All valleys are to be conventionally frarned by N
builder.
A
All Lrusses are desi�ned for 2' o.--. lu,�X1 Fu U M
spacing, unless otherwise note(].
All walls shown on placement plan are considered
to be load bearing, unless noted other�vise. 2
IMIGERS.
DO NOT SCALE "H-7S VvV iL IV-
�7Z
2- 41A7WS7_ VVA%MKr_14 V. CARRIGAN III
P.E. No. 48803
WARNING Spreader bar for JOB SITE HANDLING
larger trusses
GENERAL
Familiarity with the CONSTRUCTION DESIGN DOCUMENTS,the TRUSS DESIGN DRAWINGS,and TRUSS
PLACEMENT PLAN
7S(if required by the CONSTRUCTION DESIGN DOCUMENTS)is required to properly
I erect,brace,and connect the trusses to the building system.
All of the care and quality involved in the design and manufacture of wood trusses can be jeopardized if the ALL TRUSSES SHOULD BE PICKED UP AT THE TOP CHORDS IN A VERTICAL POSITION ONLY
trusses are not properly handled,erected,and braced.THE CONSEQUENCES OF IMPROPER HANDLING, Proper banding and smooth ground allow for unloading of trusses without damage.This should be
ERECTING,AND BRACING MAY BE A COLLAPSE OF THE STRUCTURE,WHICH AT BEST IS A Sl done as close to the building site as possible to minimize handling.DO NOT break banding until instal-
STANTIAL LOSS OF TIME AND MATERIALS,AND AT WORST IS A LOSS OF LIFE.THE MAJORITY OF lation begins.Hand erection of trusses is allowed,provided excessive lateral bending is prevented.
TRUSS ACCIDENTS OCCUR DURING TRUSS INSTALLATION AND NOT AS A RESULT OF IMPROPER
DESIGN OR MANUFACTURE.
Prior to truss erection,the builder/erector shall meet with the erection crew for a safety and planning meeting,
making sure each crew member understands his or her roles and responsibilities during the erection process,
TEMPORARY ERECTION BRACING
TRUSSES ARE NOT MARKED IN ANY WAY TO IDENTIFY THE FREQUENCY OR LOCATION OF
TEMPORARY ERECTION BRACING. All temporary bracing shall comply with the latest edition,
recommendations and options as described in the Wood Truss Council of America's Warning Poster DO NOT STORE UNBRACED BUNDLES UPRIGHT DO NOT STORE ON UNEVEN GROUND
described herein.Additional important safety information can be found in the Truss Technology in Building series
of publications including Always Diagonally Brace for Safely;Web Member Permanent Bracing:Brace it for
Stability',and Construction Loading, and/or as specified in the CONSTRUCTION DESIGN DOCUMENTS
prepared by the building designer.
PERMANENT TRUSS BRACING
Permanent bracing for the roof or floor trusses is the responsibility of the building designer and should be IAL
shown on the CONSTRUCTION DESIGN DOCUMENTS.Permanent bracing locations for individual compres- If trusses are stored vertically,they shall be braced in a If trusses are stored horizontally,bi
sion members of a wood truss are shown on the TRUSS DESIGN DRAWINGS,and shall be installed by the manner that will prevent tipping or toppling.Generally, on eight to ten foot centers,oril
c
c
cutting of the banding is done just prior to installati
building or erection contractor.This bracing is needed for the proper performance of individual trusses within on. lateral bending and nnoistur5a4olf"1 1"
the roof or floor system.The design and connection of the bracing to the truss and then to the overall building
'44
system is the responsibility of the building designer,and is in addition to the permanent bracing plan,which is CARE SHOULD BE EXERCISED WHEN REMOVING BANDI ES. a
also specified by the building designer.
During long term storage,trusses shall be protected from the f provides
foradequate ventilation of the trusses.Iftarpaulins orother m h I left open
for ventilation.Plastic is not recommended,since it can r
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ALL TRUSSES THAT ARE ERECTED L
BY THE ERECTION EQUIPMENT I
1,
INSTALLED AND I ; ,
IS Npni�gp'i�
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SPECIAL DESIGN REQUIREMENTS
Special design requirements,such as wind bracing,portal bracing,seismic bracing,diaphragms,shear walls, nev--IV,
or other load transfer elements and their connections to wood trusses must be considered separately by the Vp
building designer,who shall determine size,location,and method of connections for all bracing as needed to Taglin ee tilittlitti
resist these forces.
KF
UNLOADING & LIFTING Truss sling is acceptable where these criteria are met.
AVOID LATERAL BENDING SPREADER BAR SPREADER BAR E
1
TOE IN TOE IN
TOE IN TOE IN
Approx.1/2 to 2/3
truss length I up to 60 feet
up to 60 feet Tagline
Tagline
Use spreader bar in ALL other cases.It should be noted that the lines from the ends of the spreader
bar"TOE IN";if these lines should"TOE OUT"the truss may fold in half.
STRONGBACK/
SPREADER BAR STRONGBACk'
�t::� - - - SPREADER B:Al�k
NEVER HANDLE TRUSSES FLAT
Beginning with the unloading process,and throughout all phases of construction,
care must be taken to avoid LATERAL BENDING of trusses,which can 1 NV7 ILA�I`i
cause damage to the lumber and metal connector plates at the joints. A ox.2/3 to 3/4 Ap%oxa 2/3 to 3/4
Tluss length r length
USE SPECIAL CARE IN WINDY WEATHER. over 60 feet over 60 feet
IF USING A CRANE WITHIN 10 FEET OF AN ELECTRIC LINE, Tagline Tagline
CONTACTTHE LOCAL POWER COMPANY. For lifting trusses with spans in excess of 60 feet, it is recommended that a strongback/spreader
bar be used as illustrated.The strongback/spreader bar should be attached to the top chord and
IF USING A CRANE WITHIN 5 MILES OF AN AIRPORT, web members at intervals of approximately 10 feet. Further, the strongback/spreader bar should
CONTACTTHE AIRPORT 30 DAYS PRIOR TO ERECTION TO LEARN ABOUT be at or above the mid-height of the truss to prevent overturning.The strongback/spreader bar
can be of any material with sufficient strength to safely carry the weight of the truss and sufficient
ANY SAFETY REGULATIONS THAT MUST BE FOLLOWED. rigidity to adequately resist bending of the truss.
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