266 CAMELIA NEW HOME DOCS CITY OF ATLANTIC BEACH
w u 800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
SINGLE FAMILY DWELLING NEW
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-SFR-799
Job Type: SINGLE FAMILY RESIDENCE
Description: new single family home and shed (per dr)
Estimated Value: $75,000.00
Issue Date: 5/6/2015
Expiration Date: 11/2/2015
PROPERTY ADDRESS:
Address: 266 CAMELIA ST
RE Number: None
GENERAL CONTRACTOR INFORMATION:
Name: ELITE HOMES INC.
Address: 357 12TH ST QA CHRISTOPHER DAVID LAMBERTSN
Phone: - -
PERMIT INFORMATION:
FEES:
ENG REV RESIDENTIAL BLD $100.00
PLAN CHECK FEES $190.00
UTIL REV RESIDENTIAL BLDG $50.00
BUILDING PERMIT FEE $380.00
STATE DCA SURCHARGE $5.70
SEWER SDC-SYSTEM DEV CHG $4,050.00
STATE DBPR SURCHARGE $5.70
K� "INA&0 N -TYTAP'&YM�feR\( I$8()a.0,L CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
�L I G CO I:S.
CITY OF ATLANTIC BEACH
_ 800 SEMINOLE ROAD
4 X ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247-5814
WATER CROSS CONNECTION $50.00
WATER SDC-SYSTEM DEV CHG $1,140.00
Total Payments: $6,771.40
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
FORM 405-10
FILE COPY
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: EH145915 Builder Name: Elite Homes
Street: Permit Office:
City, State,Zip: Atlantic Beach, FL, Permit Number:
Owner: Jurisdiction: 261100 11
Design Location: FL, MAYPORT_NS
1. New construction or existing New(From Plans) 9. Wall Types(1352.0 sqft.) Insulation Area
2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=15.0 1352.00 ft2
b. N/A R= ft2
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 4 d. N/A R= ft2
5. Is this a worst case? No 10. Ceiling Types (1447.0 sqft.) Insulation Area
a. Under Attic(Vented) R=30.0 1447.00 ft2
6. Conditioned floor area above grade(ft2) 1447 b. N/A R= ft2
Conditioned floor area below grade(ft2) 0 c. R= ft2
11. Duct
s R ft2
7. Windows(100.0 sqft.) Description Area a. Sup:Attic, Ret:Attic,AH: Bedroom 3 6 100
a. U-Factor: Dbl, U=0.40 100.00 ft2
SHGC: SHGC=0.45
b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency
SHGC: a. Central Unit 24.0 SEER:14.00
c. U-Factor: N/A ft2
SHGC: 13. Heating systems kBtu/hr Efficiency
d. U-Factor: N/A ft2 a. Electric Heat Pump 24.0 HSPF:8.00
SHGC:
Area Weighted Average Overhang Depth: 1.500 ft.
Area Weighted Average SHGC: 0.450 14. Hot water systems
8. Floor Types (1447.0 sqft.) Insulation Area a. Electric Cap:60 gallons
EF:0.920
a. Slab-On-Grade Edge Insulation R=0.0 1447.00 ft2 b. Conservation features
b. N/A R= ft2 None
c. N/A R= ft2 15. Credits Pstat
Glass/Floor Area: 0.069 Total Proposed Modified Loads: 27.22 PASS
Total Standard Reference Loads: 37.88
1 hereby certify that the plans and specifications covered by Review of the plans and OFTNE Sr9TF
this calculation are in compliance with the Florida Energy specifications covered by this 1� _ _ , Off,
Code. calculation indicates compliance
with the Florida Energy Code. 07�
PREPARED BY: Before construction is completed a O
DATE. _ this building will be inspected for 0 a
compliance with Section 553.908
I hereby certify that this building, as designed, is in compliance Florida Statutes. ♦41
with the Florida Energy Code. CDD WF,S�
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
- Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
3/4/2015 9:54 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6
PROJECT
Title: EH145915 Bedrooms: 4 Address Type: Lot Information
Building Type: User Conditioned Area: 1447 Lot# 5
Owner: Total Stories: 1 Block/SubDivision: 100
#of Units: 1 Worst Case: No PlatBook:
Builder Name: Elite Homes Rotate Angle: 0 Street:
Permit Office: Cross Ventilation: County: Duval
Jurisdiction: 26110011 Whole House Fan: City,State,Zip: Atlantic Beach ,
Family Type: Single-family FL,
New/Existing: New(From Plans)
Comment:
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL,MAYPORT_NS FL MAYPORT NS 2 39 90 70 75 1037 61 Medium
BLOCKS
Number Name Area Volume
1 Blocicl 1447 11576
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Master Bedroom 196 1568 No 0 1 1 Yes Yes Yes
2 Bedroom 2 195 1560 No 0 1 1 Yes Yes Yes
3 Bedroom 3 182 1456 No 0 1 1 Yes Yes Yes
4 Great Room 368 2944 No 4 0 1 Yes Yes Yes
5 Bedroom 4 176 1408 No 0 1 1 Yes Yes Yes
6 Laundry Room 77 616 No 0 0 1 Yes Yes Yes
7 Kitchen 99 792 Yes 4 0 1 Yes Yes Yes
8 Bathroom 1 154 1232 No 0 0 1 Yes Yes Yes
FLOORS
# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Slab-On-Grade Edge Insulatio Master Bedroom 18 ft 0 196 ft2 -_-_ 0 0 1
2 Slab-On-Grade Edge Insulatio Bedroom 2 28 ft 0 195 ft2 ____ 0 0 1
3 Slab-On-Grade Edge Insulatio Bedroom 3 14 ft 0 182 ft2 --_- 0 0 1
4 Slab-On-Grade Edge Insulatio Great Room 39 ft 0 368 ft2 __-- 0 1 0
5 Slab-On-Grade Edge Insulatio Bedroom 4 33 ft 0 176 ft2 ____ 0 1 0
6 Slab-On-Grade Edge Insulatio Laundry Room 7 ft 0 77 ft2 -_-- 0 1 0
7 Slab-On-Grade Edge Insulatio Kitchen 9 ft 0 99 ft2 _-_- 1 0 0
8 Slab-On-Grade Edge Insulatio Bathroom 1 11 ft 0 154 ft2 -_-- 0 0 1
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ROOF
/ Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1 Hip Composition shingles 1580 ft2 0 ft2 Medium 0.96 No 0.9 No 11 22.6
ATTIC
V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC
1 Full attic Vented 300 1459 ft2 N N
CEILING
# Ceiling Type Space R-Value Area Framing Frac Truss Type
1 Under Attic(Vented) Master Bedroom 30 196 ft2 0.11 Wood
2 Under Attic(Vented) Bedroom 2 30 195 ft2 0.11 Wood
3 Under Attic(Vented) Bedroom 3 30 182 ft2 0.11 Wood
4 Under Attic(Vented) Great Room 30 368 ft2 0.11 Wood
5 Under Attic(Vented) Bedroom 4 30 176 ft2 0.11 Wood
6 Under Attic(Vented) Laundry Room 30 77 ft2 0.11 Wood
7 Under Attic(Vented) Kitchen 30 99 ft2 0.11 Wood
8 Under Attic(Vented) Bathroom 1 30 154 ft2 0.11 Wood
WALLS
`/ Adjacent Cavity Width Height Sheathing Framing Solar Below
V # Omt To Wall Type Space R-Value Ft In Ft In Area _R alue Fraction Absor_-Grade%
1 S Exterior Frame-Wood Master Bedro 15 14 0 8 0 112.0 ft2 0.23 0.75 0
2 W Exterior Frame-Wood Master Bedro 15 14 0 8 0 112.0 ft2 0.23 0.75 0
3 W Exterior Frame-Wood Bedroom 2 15 13 0 8 0 104.0 ft2 0.23 0.75 0
4 N Exterior Frame-Wood Bedroom 2 15 15 0 8 0 120.0 ft2 0.23 0.75 0
5 N Exterior Frame-Wood Bedroom 3 15 14 0 8 0 112.0 ft2 0.23 0.75 0
6 N Exterior Frame-Wood Great Room 15 23 0 8 0 184.0 ft2 0.23 0.75 0
7 E Exterior Frame-Wood Great Room 15 16 0 8 0 128.0 ft2 0.23 0.75 0
8 N Exterior Frame-Wood Bedroom 4 15 6 0 8 0 48.0 ft2 0.23 0.75 0
9 E Exterior Frame-Wood Bedroom 4 15 11 0 8 0 88.0 ft2 0.23 0.75 0
10 S Exterior Frame-Wood Bedroom 4 15 16 0 8 0 128.0 ft2 0.23 0.75 0
_11 S Exterior Frame-Wood Laundry Roo 15 7 0 8 0 56.0 ft2 0.23 0.75 0
12 S Exterior Frame-Wood Kitchen 15 9 0 8 0 72.0 ft2 0.23 0.75 0
13 S Exterior Frame-Wood Bathroom 1 15 11 0 8 0 88.0 ft2 0.23 0.75 0
DOORS
# Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E Insulated Great Room None .46 3 6 8 20 ft2
2 E Insulated Bedroom 4 None .46 3 6 8 20 ft2
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WINDOWS
Orientation shown is the entered, Proposed orientation.
/ Wall Overhang
V _# Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Irrt Shade Screening
1 W 2 Vinyl Double(Clear) Yes 0.4 0.45 25.0 ft2 1 ft 6 in 6 ft 0 in Drapes/blinds None
2 N 4 Vinyl Double(Clear) Yes 0.4 0.45 12.5 ft2 1 ft 6 in 6 ft 0 in Drapes/blinds None
3 N 5 Vinyl Double(Clear) Yes 0.4 0.45 12.5 ft2 1 ft 6 in 6 ft 0 in Drapes/blinds None
4 N 6 Vinyl Double(Clear) Yes 0.4 0.45 12.5 ft2 1 ft 6 in 6 ft 0 in Drapes/blinds None
5 E 7 Vinyl Double(Clear) Yes 0.4 0.45 25.0 ft2 1 ft 6 in 6 ft 0 in Drapes/blinds None
6 E 9 Vinyl Double(Clear) Yes 0.4 0.45 12.5 ft2 1 ft 6 in 6 ft 0 in Drapes/blinds None
INFILTRATION
# Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Best Guess .0005 1897.8 104.18 195.93 .385 9.8363
HEATING SYSTEM
# System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump None HSPF:8 24 kBtu/hr 1 sys#1
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Air Flow SHR Block Duds
1 Central Unit None SEER: 14 24 kBtu/hr 720 drn 0.75 1 sys#1
HOT WATER SYSTEM
# System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Bedroom 3 0.92 60 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model# Collector Model# Area Volume FEF
None None ft2
DUCTS
/ —Supply--- —Return— Air CFM 25 CFM25 HVAC#
V # Location R Value Area Location Area Leakage Type Handler TOT OUT QN P.LF Heat Cool
1 Attic 6 100 ft' Attic 5 ft' Default Leakage Bedroom 3 (Default) (Default) 1 1
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TEMPERATURES
Programable Thermostat:Y Ceiling Fans:
CoolingJan ]Feb [ Mar [ ]Apr Ma [X]Jun X Jul X Aug Se [ ]Oct [ ]Nov Dec
HeatinX Jan X]Feb XMar [ ]APr f MayJun j Jul Ej Aug Sep [ ]Oct X]Nov X Dec
Ventin [ Jan [ ]Feb X Mar [X]A r [ Ma [ ]Jun [ Jul [ Au Se [X]Oct X]Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 78 78 78 78 78 78 78 78 78 78
Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
3/4/2015 9:54 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6
FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: PERMIT#:
Atlantic Beach, FL,
MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details.
COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK
Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed.
Recessed lighting IC-rated as meeting ASTM E 283. Windows and
doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces:
gasketed doors & outdoor combustion air. Must complete envelope l
leakage report or visually verify Table 402.4.2.
Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and
controls cooling system. Where forced-air furnace is primary system,
programmable thermostat is required. Heat pumps with supplemental
electric heat must prevent supplemental heat when compressor can
meet the load.
Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the
primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and
sealed in accordance with Section 503.2.7.2 of this code.
i
i
403.3.3 Building framing cavities shall not be used as supply ducts.
Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in
Table 403.4.3.2. Provide switch or clearly marked circuit breaker
(electric) or shutoff(gas). Circulating system pipes insulated to= R-2
+ accessible manual OFF switch.
Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical
ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level.
No make-up air from attics, crawlspaces, garages or outdoors adjacent
to pools or spas.
Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1
&Spas HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor-retardant covers or a liquid cover or
other means proven to reduce heat loss except if 70% of heat from
site-recovered energy. Off/timer switch required. Gas heaters minimum
thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters
minimum COP=4.0.
Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per
Tables 503.2.3. Equipment efficiency verification required. Special
equipment occasion cooling or heating capacity requires separate system or
variable capacity system. Electric heat>10kW must be divided into two
or more stages.
Ceilings/knee walls 405.2.1 R-19 space permitting.
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ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 72
The lower the EnergyPerformance Index, the more efficient the home.
, Atlantic Beach, FL,
1. New construction or existing New(From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=15.0 1352.00 ft2
b. N/A R= ft
3. Number of units, if multiple family 1 c. N/A R= ft2
4. Number of Bedrooms 4 d. N/A R= ft2
10.Ceiling Types Insulation Area
5. Is this a worst case? No a. Under Attic(Vented) R=30.0 1447.00 ft2
6. Conditioned floor area(ft2) 1447 b. N/A R= ft2
c. R= ft2
7. Windows" Description Area
a. U-Factor: Dbl, U=0.40 100.00 ft2 11. Ducts R ft2
a. Sup:Attic, Ret:Attic,AH: Bedroom 3 6 100
SHGC: SHGC=0.45
b. U-Factor: N/A ft2
SHGC: 12. Cooling systems kBtu/hr Efficiency
c. U-Factor: N/A ft2 a. Central Unit 24.0 SEER:14.00
SHGC:
d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency
SHGC: a. Electric Heat Pump 24.0 HSPF:8.00
Area Weighted Average Overhang Depth: 1.500 ft.
Area Weighted Average SHGC: 0.450
8. Floor Types Insulation Area 14. Hot water systems
2 a. Electric Cap:60 gallons
a.Slab-On-Grade Edge Insulation R=0.0 1447.00 ft EF:0.92
b. N/A R= ft2
c. N/A R= ft2 b. Conservation features
None
15. Credits Pstat
I certify that this home has complied with the Florida Energy Efficiency Code for Building O�,IH S-r
Construction through the above energy saving features which will be installed (or exceeded) o
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
fa
Builder Signature: Date:
Address of New Home: Z66 �,�� .�; City/FL Zip: �'�
CDD WE"f�
"Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff.
"'Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software
Inspection Date: Re-Inspection Date: PERMIT NO.
AIR BARTER & INSULATION INSPECTION CHECKLIST
2010 FBC—Energy Conservation Code—Section 402.4.2
P I NA COMPONENT # P F CRITERIA
Q Q INSULATION 1 Q 0 Insulation in substantial contact with air barrier.
2 0 0 Insulation in continuous alignment with air barrier.
3 0 Q Breaks or joints in the air barrier are filled or repaired.
Q Q AIR-BARRIER 4 010 Air-permeable insulation is NOT used as a sealing material.
5 Q 1 0 Air-permeable insulation is inside of an air barrier.
6 Q 1 0 Air-barrier at ceiling/soffits is aligned with insulation-
0 Q CEILING/ATTIC 7 0 0 Gaps are sealed in the ceiling/soffits air barrier.
8 Q 0 Attic access/doors are sealed and insulated.
9 0 0 Comers are insulated.
Q Q WALLS 10 Q Q Headers are insulated.
11 Q 1 Q Sill/sole plate is sealed at foundation junction.
Q Q WINDOWS/DOORS 12 010 Space between door/window jambs&framing are sealed.
Q 0RIM JOIST 13 010 Rim joist are insulated.
14 0 0 Air-barrier is installed and sealed at rim joist.
FLOORS 15 0 0 Insulation is in contact with underside of subfloor decking.
Q Q Above-garage& 16 0 0 insulation is permanently installed and supported.
Cantilevered Floors
17 Q Q Air barrier is provided at any exposed edge of insulation.
18 0 Q insulation is permanently attached to foundation walls.
Q Q UN-VENTED 19 0 1 0 Exposed earth is covered with Class I vapor retarder.
CRAWLSPACE 20 0 0 All joints in vapor retarder are overlapped and taped.
21 0 0 Vapor retarder extends 6"up foundation wall.
22 0 0 Duct Shafts to unconditioned space or exterior are sealed.
PENETRATIONS 23 0 0 Knee walls at unconditioned space are sealed-
0 0 Shafts/Utilities 24 0 0 Flue Shafts to unconditioned space or exterior are sealed.
25 Q 0 Utility penetrations to uncond/space or exterior sealed_
r27
0 0 Batts are cut to fit narrow cavities.
Q Q NARROW CAVITIES
Q Q Narrow cavities are filled with spray/blown insulation.
Q Q GARAGE/SEPARATION 0 0 Air sealing is provided at garage&conditioned spaces.
P INA COMPONENT # P F CRITERIA
RECESSED L1G1 �4G 29 Q Q Recessed lighting is air-tight.
Q Q Installed into 30 Q Q Recessed lighting is IC rated.
Unconditioned Space
31 Q Q Recessed lighting is sealed at drywall.
3210 O Insulation is between outside and pipes.
O O PLUMBING/WIRING 33 O O Batt insulation is cut to fit around wiring/boxes.
34 Q O Batt insulation is cut to fit around plumbing.
350 O Sprayed/blown insulation extends behind piping/wiring.
Q Q TUB/SHOWER 36 O O Concealed spaces at tub/shower are insulated at exterior.
Exterior Watts 37 Q Q Air-barrier installed&sealed at exterior wall.
Q Q ELEC/PHONE BOXES 38 O O Air-barrier extends behind boxes.
Exterior Walls 39 Q Q Air sealed-type boxes are used.
Q Q COMMON WALLS 40 Q Q Air-barrier is installed in common walls/dwelling units.
Q Q HVAC 41 O O Boots penetrating building envelope sealed to sub-floor.
REGISTER BOOTS 42 Q Q Boots penetrating building envelope are sealed to drywall.
O O FIREPLACE 43 O O Fireplace walls include air-barrier.
Q Q INSPECTOR ITEMS 44 Q Q Other sources of air infiltration—Section 402.4.1
# Inspector Comments
Inspector: Date: Re-Inspection: Date:
Pursuant to Section 402.4.2 of the 2010 FBC—Energy Conservation Code,this building is:
O Compliant with Section 402.4.2.2—Visual inspection Option
O NOT in compliance with Section 402.4.2.2—Visual Inspection Option O Re-Inspection Required
O Required to successfully pass a Blower Door Test pursuant to Section 402.4.2.1
O Required to be inspected by a qualified Independent third-party pursuant to Section 402.4.2.2
�!.:L -
CITY OF ATLANTIC BEACH
�'.. � PUBLIC UTILITIES
1200 Sandpiper Lane
ATLANTIC BEACH, FL 32233
r �3f 1 (904)270-2535 or(904) 247-5874
NEW WATER/SEWER TAP REQUEST
Date: Project Address: Z<2(p 6*067MI s�
No. of Units: Commercial Residential ✓ Multi-Family
New Water Tap(s) & Meter(s) ✓ll� Meter Size(s) 31,f
New Irrigation Meter Upgrade Existing Meter from to (/size)
New Reclaimed Water Meter Size New Connection to City Sewer
Name:
Applicant Address:
City: State: Zip
Phone Number: Cell Number:
Email Address Fax:
Signature:
(Applicant)
CITY STAFF USE ONLY
Application# 44�—
Water System Development Charge $ /yV• 00 /
Sewer System Development Charge $ Y,037V.W
Water Meter Only $
Reclaimed Meter Only $
Water Meter Tap $ A�:O,_on (notes)
Sewer Tap $
Cross Connection $ Jam- +�
Other $
TOTAL $(O (J atq
APPROVED: Kayle Moore, PE
(Deputy PW Director or Authorized Signature) ALL TAP REQUEST MUST BE
APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BEASSESSED
rs�a�yrlJs CITY OF ATLANTIC BEACH
Building Department
800 Seminole Road
J
`" s) Atlantic Beach,Florida 32233
(904)247-5800
FILL �
PLAN REVIEW COMMENTS
Permit Application # ; 9 7
Property Address: .-,,?66 efq,'72P1jlj
SY-
Applicant: S
Project: /7/P k/ '
This permit application has been:
0. pproved
Reviewed a e following items need attentio .
Sc� b�ri -� to vc7
S OPr Cc1/c5,
Q� v N S i P /'nnP/ u/rn a y! e CGr v
V C /0/' PCOM/ O in o 'f on F-0 r vYN 1'LJ
t 1`
ca l c v la ,a c k a -e-. e o/a�,e- i
d}� ✓�a s Ca•� 2 z c�c rrl v
CLJ 16rqA'l-
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C-o�-► l -c �',`l C, n o v /r=
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Of
Please re-submit your application when these items have been completed.
Reviewed By: Date:
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH
FILE COPY 800 Seminole Road, Atlantic Beach, FL 32233 /X1 .A
Office (904) 247-5826 Fax (904) 247-5845
%r
Job Address: 94G (fAm4et tc{ Permit Numb 7 0
Legal Description (.rat 5 1 6Ic> IC- I W 6echvti- l'( . ��'' ` Parcel # 1 -7"69-
Fl oor Area o q. t. Sq.Ft
Valuation of Work$ '15, Wv Proposed Work heated/cooled 0 STI non-heated/coole
Class of Work(circle one): /New",/ Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial
If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A
Florida Product Approval #
For multiple products use product approval form
Describe in detail the type of work to be performed: /Ueu,> .Sw /e �� ow.•e
Property Owner Information:
Name: Aia, P6t- f—L C Address: c355 (I h
City ` State_Zip 3 Z Z 3' Phone 6/0q- 3Y5- 7_10
E-Mail or Fax#(Optional)
Contractor Information: 1
Company Name: 5 NL Qualifying Agent: C (/ 1
Address: c. L^ City State L_ Zip 2-a
Office PhoneOl - - b Job Site/Contact Number 764(_ ,3i(q- 2$03 Fax# 70'
State Certification/Registration# L 059 Ig 0
Architect Name &Phone # 4_
Engineer's Name &Phone# ry - O
Fee Simple Title Holder Name and Addre s Cis v!11_
Bonding Company Name and Address s
Mortgage Lender Name and Address IJIIA
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)months,or if construction or work is suspended or abandoned for a period of six16)months at any time after
work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing, Signs, Wells,Pools,1 urnaces, Boilers,Heaters,
Tanks and Air Conditioners,etG
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
I hereb certify that I have read and examined this application and know the same to be true and correct. All provisions of 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 other federal,s ,or local law regulating construction or the performance of construction.
Signature of Owner Signature of Contractor
�, . e/r'3�,^' Print Name 6" "t>..':........................................... --.........._
Print Name ?..![._ .............-............................
.................................................
Sworn to and subscribed before me Sworn to and subscrib d before me
this 30o Day of_P�P2i it , 20 I this D Day of 12015.-
Notary
20 SNotar Public
.01 C Notary x: a e NOta.ry b1iC • Dayna H Williams
NO b 1C �° Dayna H Williams c- >.�' My Commission EE 119675
N^! My Commission EEt 18675 �'�oi r�° �aMIY220 10
Expires 08/0712015
DO NOT WRITE BELOW- OFFICE USE ONLY
App ica e Co es: 2010 FLORIDA BUILDING ODE
Review Result (circle one)•
Approved Disapproved
Approved w/ Conditions
Review Initials/Date: y-
Development Size
Habitable Space PY s9 S,F Non-Habitable 3--P.
Impervious area
Miscellaneous Information
Occupancy Group -3
Type of Construction_
Number of Stories
Zoning District
Max. Occupancy Load
Fire Sprinklers Required
Flood Zone
Conditions/Comments:
C llar?cdcj, �- �;2 r�
3 ez
Co
ity f Atlantic r '461
APPLICATION NUMBER
Building Department
(To be assigned by the Building De rtm t)
ni.
800 Seminole Road
Atlantic Beach, Florida 32233-5445
Phone(904)247,5826 - Fax(904)247 53845
E-mail: building-dept@coab.us t
FEDaterouted:
City web-site http://www.coab.us
APPUCATM REVEWAV ANDO, TRACKNG FORPJR/i
.2046 % g__
Property Address, Mr I lies i o
4 _0qpview required-'
Applicaria: arming &Zoni
eA.*jTree Administrator
ublic Work
13 tilities
Publi Safety
Fire Services
Review fee Dep"t Signature
Other Agency Review or PReview or Receiptermit Required of Permit Verified By Date
Florida Dept.of Environmental Protection
Florida Dept.of Transportation ��
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: DApproved. Denied.
(Circle one-) Gornments:
imeril First Review:s_
ent Re-V 0 Y^VIM e 4 LP trt
BUILD NG �t ww
PLAIVI I1JG a ZONING Reviewed by:
TREE ADMIN_ Date:
Second Re i i Approved as revised OlDenied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Datel—�
as vis _:�[�]Deni
FIRE SERVICES Third Review: []Approved as revised.
Comments:
Reviewed by: Date:
p:iigt of�itl otic Deacii
sAPPLICATION NUMBER
7r@Jli�dlf7g DepartmentFBY:
T�c � (Toha assigned by the Building De arment.)300 Seminole Road EjV�-±�>}_. / N/ A Atlantic Beach, Florida 32233-5445 r9Phone(904) `}4%,5ii26 - Fax 90/1)( 0 9 2015E mad: building-dept(c�coab.usDate routed:Cityweb-site http//wwwcoab.us -
------- -
�.tIV C.AIry1
®e G-rrraent review required SPS r�3�
uildin
arming &Zonl
I � _ Administrator
bIi
u Ic Utilities
IC afety -
Fire Services
Review eeeD
---__ eer: Signature
Other Agency Review or Permit Required Review or Receipt
of FermitVerified By Date
Florida Dept.of Environmental Protection -
Florida Dept. of Transportation -- - —
St. Johns River Water Management District --- — - -
Army Corps of Engineers
Division of Hotels and Restaurants - -
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Depariment Fist Review: Approved - ---- - --- -��
nDemed
(Circle one.) Comments:
I
BUILDING
PLANNING &ZONING +
I
Reviewed by: �✓ ii-
TREE ADMIN. - Date: �e j
Second Reviews: []Approved as revised. ❑Denied.
P C WORE- Comments: I
_ I ITIf=S
PU LIC SAE Reviewed by:
---- - Date
ws :
FIRE SERVICES Third Review: []Approved as revised. --
nied.
Comments:
ments:
Reviewed by:
------- Dare: i
--------- --------
- -- —�
of Atlantic r3each
APPLICATION
Building Departmero, NUMBER
(To b(-a signed by the 131-1ilding De 1-melli
800 Seminole Road S Pat
iZ Atlantic Beach, Florida 32233-5445
79 1
Phone(904) 2247-5826 - 1�-Px(90/1) >M 7 t;R,15
E- ail: building-dept@coab-us
Cityweb-siteinI-ittl,)Hwvlw coab.Lis Date routed:
APPUCfi\M0QH REVEY"Vi AMD TI RACKNG FO, RI
Property Mtt -----1.-- -
DepartMeni review required Yes
Apfoli(--arlt: Sift Tlu")
Tree --- -- -J-
Administrator
N ublic Works
lic Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
0ther Agency Review orPermit Required Review or Receipt
of Permit Verified By Date
Florida Dept. of Environmental Protection
Florida Dept.of Transportation
St-Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other
AP-PLICATION STATUS
Ravielrving Depariment First Review: )<Approved.
(Circle one.) n- Denied-
Comments:
BUILDING
PLANNING ZONING it
I
Comments:
m
t P
re
Review:
n
v
Reviewed by:
--------------
TREE ADMIN. a-- e. t x
Second Review:
[]Approved as revised. DDenied,
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date
FIRE SERVICES -'fhird Review: DApproved as revised. _— --
❑Denied.
P_�Epmrften$S:
Reviewed byD2t'e
ised 07/217/10
Project Summar/ Job: Mar
Monica Bacca � Summary Date: Mar 033,,2015
Nick's Solar and Air Systems Entire House By: Monica S.Bacca
NICK'S SOLAR AND AIR SYSTEMS, INC.
4015 GLENVIEW RD.,JACKSONVILLE, FL Email: MONICA.BACCA@YAHOO.COM
Project • •
For: Chris Lamberton, Elite Homes
Lot 5 Block 100,Atlantic Beach, FI. FELE ON
Notes:
Design Information
Weather: Jacksonville, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 32 OF Outside db 93 OF
Inside db 70 OF Inside db 75 OF
Design TD 38 OF Design TD 18 OF
Daily range M
Relative humidity 50 %
Moisture difference 52 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 19758 Btuh Structure 12761 Btuh
Ducts 3235 Btuh Ducts 5422 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 22993 Btuh Use manufacturer's data n
Rate/swing multiplier 0.98
Infiltration Equipment sensible load 17783 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 0 Structure 2389 Btuh
Ducts 1086 Btuh
Heating Cooling Central vent (0 cfm) 0 Btuh
Area (ftZ) 1459 1459 Equipment latent load 3475 Btuh
Volume(ft') 11672 11672
Air changes/hour 0.45 0.23 Equipment total load 21258 Btuh
Equiv.AVF (cfm) 88 45 Req. total capacity at 0.70 SHR 2.1 ton
Heating Equipment Summary Cooling Equipment Summary
Make Ruud Make Ruud
Trade RUUD 13PJL SERIES Trade RUUD 13PJL SERIES
Model 13PJL24 Cond 13PJL24
AHRI ref 5673180 Coil RCFL-H'2417+RGPT-07(E,N)AMKR
AHRI ref 5673180
Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER
Heating input Sensible cooling 17360 Btuh
Heating output 22400 Btuh @ 47°F Latent cooling 7440 Btuh
Temperature rise 25 °F Total cooling 24800 Btuh
Actual air flow 827 cfm Actual air flow 827 cfm
Air flow factor 0.036 cfm/Btuh Air flow factor 0.045 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.84
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2015-Apr-15 19:16:15
wrightsoft Right-Suite®Universat 2015 15.0.09 RSU12595 Page 1
ACCP. ...ica\Documents\Wrightsoft HVAC\Demo\EH145915.rup Calc=MJ8 Front Door faces: E
Right-J® Worksheet Job: EH145915
Entire House Date: Mar s S.B
By: Monica S. acca
NICK'S ICK'S SOLAR AND AIR SYSTEMS,
4015 GLENVIEW RD.,JACKSONVILLE
I FLC Email: MONICA.BACCA@YAHOO COM
1 Room name Entire House master bedroom
2 Exposed wall 168.0 ft 28.0 ft
3 Room height 8.0 ft 8.0 ft heat/cool
4 Room dimensions14.0 x 14.0 ft
5 Room area 14%0 ft2 196.0 ft2
Ty Construction U-value Or HTM Area (ftl Load Area (ftl Load
number (Btuh/ftl°F) (Btuh/ft� or perimeter (ft) (13t h) or perimeter (ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12C-Osw 0.091 n 3.48 2.29 456 419 1455 958 0 0 0 0
I—� 1 D-c2ov 0.570 n 21.77 21.76 38 0 817 816 0 0 0 0
11 TJ12C-0sw 0.091 a 3.48 2.29 216 159 551 363 0 0 0 0
1Dc2ov 0.570 e 21.77 63.86 38 0 817 2395 0 0 0 0
D 11 DO 0.390 a 14.90 11.76 20 20 298 235 0 0 0 0
Uhl-- 12C-0sw 0.091 s 3.48 2.29 456 436 1516 998 112 112 389 256
LD 11D0 0.390 s 14.90 11.76 20 20 294 232 0 0 0 0
IWI _ 12C-0sw 0.091 w 3.48 2.29 216 204 707 466 112 100 346 228
�---G 1D.2. 0.570 w 21.77 63.86 13 0 272 798 13 0 272 798
C 16B-30ad 0.032 1.22 1.72 1459 1459 1783 2505 196 196 240 336
F 22A-vpm 1.180 45.08 0.00 1459 168 7573 0 196 28 1262 0
6 c)AED excursion 0 295
Envelope loss/gain 16083 9766 2509 1914
12 a) Infiltration 3674 875 612 146
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 4 920 0 0
Appliances/other 1200 0
Subtotal(lines 6 to 13) 19758 12761 3122 2060
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 0 0
14 Subtotal 19758 12761 3122 2060
15 Duct loads 16% 42% 3235 5422 16% 42% 511 875
Total room load 22993 18183 3633 2935
Air required(cfm) 827 827 1 131 133
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2015-Apr-15 19:16:15
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...ica\Documents\Wrightsoft HVAC\Demo\EH145915.rup Calc=MJ8 Front Door faces: E
Right-J®Worksheet Job: EH145915
Entire House Date: Mar 03,2015
By: Monica S.Bacca
NICK'S SOLAR AND AIR SYSTEMS,
4015 GLENVIEW RD.,JACKSONVILLEINNC Email: MONICA.BACCA@YAHOO.COM
1 Room name bedroom 2/closet baths/hall
2 Exposed wall 28.0 ft 11.0 ft
3 Room height 8.0 ft heat/coot 8.0 ft heat/cool
4 Room dimensions 13.0 x 15.0 ft 14.0 x 11.0 ft
5 Room area 195.0 ftz 154.0 ft2
Ty Construction U-value Or HTM Area (ftl Load Area (ftp Load
number (Btuh/W°F) (Btuh/ftp or perimeter (ft) (Bt h) or perimeter (ft) (Btuh)
Heat I Cool Gross N/P/S Heat I Cool Gross I N/P/S Heat Cool
6 W, 12C-0sw 0.091 n 3.48 2.29 120 108 374 246 0 0 0 0
C 1D-c2ov 0.570 n 21.77 21.76 13 0 272 272 0 0 0 0
12C-0sw 0.091 a 3.48 2.29 0 0 0 0 0 0 0 0
1 D-c2ov 0.570 e 21.77 63.86 0 0 0 0 0 0 0 0
1 1 11 DO 0.390 a 14.90 11.76 0 0 0 0 0 0 0 0
12C-0sw 0.091 s 3.48 2.29 0 0 0 0 88 88 306 201
y--p 11D0 0.390 s 14.90 11.76 0 0 0 0 0 0 0 0
I
WI � 12C-Osw 0.091 w 3.48 2.29 104 104 362 238 0 0 0 0
L---G 1 D-c2ov 0.570 w 21.77 63.86 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 1.22 1.72 195 195 238 335 154 154 188 264
F 22A-vpm 1.180 45.08 0.00 195 28 1262 0 154 11 496 0
6 c)AED excursion 57 -24
Envelope loss/gain 2508 1034 9901 442
12 a) Infiltration 612 146 241 57
b) Room ventilation 1 0 0 0 0
13 Internal gains. Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal(lines 6 to 13) 3120 1180 1231 499
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 0 0 3 4
14 Subtotal 3120 1180 1234 503
15 ubt t adS 16% 42% 511 501 16% 42% 202 214
Total room load 3631 1681 1436 717
Air required(cfm) 131 76 52 33
Calculations approved by ACCA to meet all requirements of Manual_J 8th Ed.
2015-Apr-15 19.16.15
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4GCA ...ica\Documents\Wrightsoft HVAC\Demo\EH145915.rup Calc=MJ8 Front Door faces. E
Right-J®Worksheet Job: EH145915
Entire House Date: Mar 03,2015
By: Monica S.Bacca
NICK'S SOLAR AND AIR SYSTEMS,
jKlIf-
4015 GLENVIEW RD.,JACKSONVILLE, "Email: MONICA.BACCA@YAHOO.COM
1 Room name bedroom 3 kitchen
2 Exposed wall 14.0 ft 9.0 ft
3 Room height 8.0 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 13.0 x 14.0 ft 11.0 x 9.0 ft
5 Room area 182.0 ft' 99.0 ft2
Ty Construction LI-value Or HTM Area (ftl Load Area (ft) Load
number (Btuh/ft�-°F) (Btuh/ft� or perimeter (ft) (Bt h) or perimeter (ft) (Btuh)
Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12C-Osw 0.091 n 3.48 2.29 112 100 346 228 0 0 0 0
1 D-c2ov 0.570 n 21.77 21.76 13 0 272 272 0 0 0 0
W12C-Osw 0.091 e 3.48 2.29 0 0 0 0 0 0 0 0
EL-_G 1 D-c2ov 0.570 e 21.77 63.86 0 0 0 0 0 0 0 0
11 p 11DO 0.390 a 14.90 11.76 0 0 0 0 0 0 0 0
W 12C-Osw 0.091 s 3.48 2.29 0 0 0 0 72 52 182 120
-0 11DO 0.390 s 14.90 11.76 0 0 0 0 20 20 294 232
IW 12C-Osw 0.091 w 3.48 2.29 0 0 0 0 0 0 0 0
G 1 D,2ov 0.570 w 21.77 63.86 0 0 0 0 0 0 0 0
C 166-30ad 0.032 1.22 1.72 182 182 222 312 99 99 121 170
F 22A-vpm 1.180 45.08 0.00 182 14 631 0 99 9 406 0
6 c)AED excursion -01 124
Envelope loss/gain 1472 771 1003 398
12 a) Infiltration 306 73 197 47
b) Room ventilation 0 0 0 0
13 Internal gains: Occupants @ 230 0 0 4 920
Appliances/other 0 1200
Subtotal(lines 6 to 13) 1778 844 1199 2565
Less external load 0 0 0 0
6 6
Less transfer 0 0
Redistribution 4 6 4 6
14 Subtotal 1782 850 1204 2570
15 Duct loads 16% 42% 292 361 16% 42% 197 1092
Tota�ro;;Ioadl
2074 1211 1401 3662
Air r (cfm) 75 55 5131 167
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2015-Apr-15 19:16:15
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�� ...ica\Documents\Wrightsoft HVAC\Demo\EH145915.rup Calc=MJ8 Front Door faces: E
Right-J®Worksheet Job: EH145915
Entire House Date: Mar s S.B
By: Monica S. acca
NICK'S SOLAR AND AIR SYSTEMS,
4015 GLENVIEW RD.,JACKSONVILLA[C*Email: MONICA.BACCA@YAHOO COM
1 Room name laundry officelbedroom 4
2 Exposed wall 7.0 ft 32.0 ft
3 Room height 8.0 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 11.0 x 7.0 ft 11.0 x 16.0 ft
5 Room area 77.0 ft2 176.0 ft'
Ty Construction U-value Or HTM Area (ftl Load Area (ftl Load
number (Btuh/ft2_°F) (Btuhlft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 W 12C-0sw 0.091 n 3.48 2.29 0 0 0 0 40 40 139 92
1 Dc2ov 0.570 n 21.77 21.76 0 0 0 0 0 0 0 0
W 12C-0sw 0.091 a 3.48 2.29 0 0 0 0 88 76 262 173
I�Lp, 1 Dc2ov 0.570 e 21.77 63.86 0 0 0 0 13 0 272 798
11 11 D0 0.390 a 14.90 11.76 0 0 0 0 0 0 0 0
12C-0sw 0.091 s 3.48 2.29 56 56 195 128 128 128 445 293
T--ID 11 DO 0.390 s 14.90 11.76 0 0 0 0 0 0 0 0
IW 12C-0sw 0.091 w 3.48 2.29 0 0 0 0 0 0 0 0
G 1 D,2ov 0.570 w 21.77 63.86 0 0 0 0 0 0 0 0
C 16B-30ad 0.032 1.22 1.72 77 77 94 132 176 176 215 302
F 22A-vpm 1.180 45.08 0.00 77 7 316 0 176 32 1442 0
6 c)AED excursion -14 132
Envelope loss/gain 604 247 2776 1689
12 a) Infiltration 153 36 700 167
b) Room ventilation 0 0 0 0
13 Internal gains Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal(lines 6 to 13) 757 283 3476 1856
Less external load 0 0 0 0
0 0 0 0
Less transfer
Redistribution 0 0 0
14 Subtotal 757 283 3476 18566
15 Duct loads 16% 42%1 124 120 16% 42% 569 789
Total room load 881 403 4045 2644
Air required(cfm) 32 18 145 120
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2015-Apr-15 19:
.1.` wrsoft
g Right-Suite®Universal 2015 15.0.09 RSU12595 i hti9 Page
4
�T
4C�A
...ica\Documents\Wrightsoft HVAC\Demo\EH145915.rup Cak=MJ8 Front Door faces: E Paage 4
Right-.1®Worksheet Job: EH145915
Entire House Date: Mar
By: Monicas S.B S. acca
NICK'S SOLAR AND AIR SYSTEMS,
jKlIt-
4015 GLENVIEW RD.,JACKSONVILLE, "Email. MONICA BACCA@YAHOO.COM
1 Room name living/dining hall
2 Exposed wall 39.0 ft 0 ft
3 Room height 8.0 ft heat/cool 8.0 ft heat/cool
4 Room dimensions 16.0 x 23.0 ft 3.0 x 4.0 ft
5 Room area 368.0 ft' 12.0 ft�
Ty Construction Ll-value Or HTM Area (ftl Load Area (ftl Load
number (Btuh1W°F) (Btuhlft� or perimeter (ft) (Bt h) or perimeter (ft) (Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 Wf _ 12C-Osw 0.091 n 3.48 2.29 184 172 596 393 0 0 0 0
�--G 1 Dc2ov 0.570 n 21.77 21.76 13 0 272 272 0 0 0 0
12C-Osw 0.091 a 3.48 2.29 128 83 289 190 0 0 0 0
1D-c2ov 0.570 e 21.77 63.86 25 0 544 1596 0 0 0 0
11 11 DO 0.390 a 14.90 11.76 20 20 298 235 0 0 0 0
Vel 12C-Osw 0.091 s 3.48 2.29 0 0 0 0 0 0 0 0
t-D 11 DO 0.390 s 14.90 11.76 0 0 0 0 0 0 0 0
IW 12C-0sw 0.091 w 3.48 2.29 0 0 0 0 0 0 0 0
r---G 1 D-c2ov 0.570 w 21.77 63.86 0 0 0 0 0 0 0 0
C 166-30ad 0.032 1.22 1.72 368 368 450 632 12 12 15 21
F 22A-vpm 1.180 45.08 0.00 368 39 1758 0 12 0 0 0
6 c)AED excursion -66 1
Envelope loss/gain 4207 3252 15 20
12 a) Infiltration 853 203 0 0
b) Room ventilation 0 0 0 0
13 Intemal gains: Occupants @ 230 0 0 0 0
Appliances/other 0 0
Subtotal(lines 6 to 13) 5060 3455 15 20
Less external load 0 0 0 0
Less transfer 0 0 0 0
Redistribution 3 4 15 20
14 Subtotal 5063 3459 0 0
15 Duct loads
16% 42% 829 1470 16% 42% 0 0
Total room load 5892 4929 0 0
Air required(cfm) 212 224 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2015-Apr-15 19:16:15
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4CCA ...ica\Documents\Wrightsoft HVAC\Demo\EH145915.rup Calc=MJ8 Front Door faces. E
40-N
Level 1
z
master bedroom bedroom 2/closet
baths/hall
"'N bedroom 3
all
kitchen
NN
laundry oe
living/dining
office/bedroom 4
Job#: EH 145915 NICK'S SOLAR AND AIR SYSTEMS,... Scale: 1 : 87
Performed by Monica S.Bacca for: Page 1
Chris Lamberton 4015 GLENVIEW RD. Right-Suite®Universal 2015
Lot 5 Block 100 JACKSONVILLE, FL 15.0.09 RSU12595
Atlantic Beach, FI. 2015-Apr-15 19:17:05
MONICA.BACCA@YAHOO COM ...rightsoft HVAC\Derro\EH1459l5.nip
Manual S Compliance Report Job: EH145915
Monica Bacca p p Date: Mar 03,2015
Nick's Solar and Air Systems Entire House By: Monica S.Bacca
NICK'S SOLAR AND AIR SYSTEMS, INC.
4015 GLENVIEW RD.,JACKSONVILLE, FL Email:MONICA.BACCA@YAHOO.COM
Project Information
For: Chris Lamberton, Elite Homes
Lot 5 Block 100,Atlantic Beach, Fl.
Cooling Equipment
Design Conditions
Outdoor design DB: 92.8°F Sensible gain: 18183 Btuh Entering coil DB: 77.5°F
Outdoor design WB: 77.3°F Latent gain: 3475 Btuh Entering coil WB: 63.7°F
Indoor design DB: 75.0°F Total gain: 21658 Btuh
Indoor RH: 50% Estimated airflow: 827 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Ruud Model: 13PJL24+RCFL-H'2417+RGPT-07(E,N)AMKR
Actual airflow: 827 cfm
Sensible capacity: 0 Btuh 0% of load
Latent capacity: 0 Btuh 0% of load
Total capacity: 0 Btuh 0% of load SHR: 0%
Heating Equipment
Design Conditions
Outdoor design DB: 31.8°F Heat loss: 22993 Btuh Entering coil DB: 69.3°F
Indoor design DB: 70.0°F
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer: Ruud Model: 13PJL24+RCFL-H`2417+RGPT-07(E,N)AMKR
Actual airflow: 827 cfm
Output capacity: 24800 Btuh 108% of load Capacity balance: 34 °F
Supplemental heat required: 0 Btuh Economic balance: -99 °F
Backup equipment type: Elec strip
Manufacturer: n/a Model: n/a+n/a
Actual airflow: 827 cfm
Output capacity: 0 kW 0% of load Temp. rise: 0 °F
The above equipment was selected in accordance with ACCA Manual S.
2015-Apr-15 19:16:14
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pDHW Reort Job: EH145915
Monica Bacca p Date: Mar 03,2015
Nick's Solar and Air Systems Entire House By: Monica S.Bacca
NICK'S SOLAR AND AIR SYSTEMS, INC.
4015 GLENVIEW RD.,JACKSONVILLE, FL Email: MONICA.BACCAc@YAHOO.COM
Project • •
For: Chris Lamberton, Elite Homes
Lot 5 Block 100,Atlantic Beach, FI.
Design
Occupants Not occupied during the day
Age Number Dishwasher
0-5 0 Clothes washer
6-13 2 Additional use(gpd) 0
14-59 2 Setpoint (°F) 120
60+ 0 Daily use (gpd) 61
Electric • • 1 gal, 0.90
Manufacturer Tank size (gal) 40
Trade name Energy factor 0.90
Model Input (kWh) 0.0
AHRI ref. number 1st hour(gal} 50
Recovery e
R. (%) 98
2015-Apr-15 19:16:15
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Residential
• — ReviewFormForm
RPER 1
�VK® for HVAC SystemD- •n (Loads, Equipment, 15 Mar 09
PrCudkng CaR'aY SofA�
26110011
Header Information
Contractor: NICK'S SOLAR AND AIR SYSTEMS, REQUIRED ATTACHMENTS ATTACHED
INC. Manual J1 Form(and supporting worksheets): Yes F-1 No ❑
Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes ❑ No E]
OEM performance data(heating,cooling,blower): Yes No [:]
Building plan#: Manual D Friction Rate Worksheet: Yes No El
Duct distribution sketch: Yes ❑ No F-1
Home address(Street or Lot#,Block,Subdivision): Lot 5 Block 100, Entire House
HVAC LOAD CALCULATION (IRC M1401.3)
Design Conditions Building Construction Information
Winter Design Conditions Building
Outdoor temperature: 32 *F Orientation: Front Door faces East
Indoor temperature. 70 °F North,east,west,south,Northeast,Northwest,Southeast,Southwest
Total heat loss: 22993 Btuh Number of bedrooms: 4
Conditioned floor area: 1459 ft2
Summer Design Conditions Number of occupants: 4
Outdoor temperature: 93 °F
Indoor temperature: 75 °F Windows Hoof
Grains difference: 52 gr/Ib 50% RH Eave overhang depth: 0 ft
Sensible heat gain: 18592 Btuh Internal shade: none 'ave
Latent heat gain: 3553 Btuh Blinds,drapes,etc. Depth w'dow
Total heat gain: 22145 Btuh Number of skylights: 0
EQUIPMENTHIVAC • 40
Heating Equipment Data Cooling Equipment Data Blower Data
Equipment type: SpIitASHP Equipment type: SpIitASHP Heating cfm: 827
umace,Heatpump,Boiler,etc. Air Conditioner,Heat pump,etc. Cooling cfm: 827
Model: Ruud Model: Ruud Static pressure: 0 in H2O
13PJL24 Fan's rated external static pressure for
13PJ L24 design airflow
Heating output capacity: 0 Btuh Total cooling capacity: 0 Btuh
Heatpumps-capacity atwinterdesignoutdoorconditions Sensible cooling capacity: 0 Btuh
Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh
DISTRIBUTIONHVAC DUCT ••
Design airflow: 827 cfm Longest supply duct: 0 ft Duct Materials Used
Equipment design ESP: 0 in H2O Longest return duct: 0 ft Trunk duct:
Total device pressure losses: 0 in H2O Total effective length(TEL): 0 ft
Available static pressure(ASP): 0 in H2O Friction ratnRate=ASP=(TELx 100) in/100ft Branch duct: Sheet metal
Frict1 declare the load calculation,equipment.equipment selection and duct design were rigorously performed based on the building
plan listed above. I understand the claims made on these forms will be subject to review and verification.
Contractor's printed name:
Contractor's signature: Date:
Reserved ..
lity orALIthority having jurisdiction use.
*Home qualifies for MJ1AE Form based on Abridged Edition Checklist
+ wrightsoft Right-Suite®Universal 2015 15.0.09 RSU12595
Monica Bacca,t, Load Short Form Date: EH1459 0155
Nick's Solar and Air System! EntHO us ey
B Monica S.Bacca
NICK'S SOLAR AND AIR SYSTEMS, INC.
4015 GLENVIEW RD.,JACKSONVILLE,FL Email: MONICA.BACCACYAHOO.COM
Project • •
For: Chris Lamberton, Elite Homes
Lot 5 Block 100,Atlantic Beach, FI.
Design Information
Htg Clg Infiltration
Outside db(°F) 32 93 Method Simplified
Inside db(°F) 70 75 Construction quality Average
Design TD (°F) 38 18 Fireplaces 0
Daily range - M
Inside humidity (%) 50 50
Moisture difference(gr/Ib) 34 52
HEATING EQUIPMENT COOLING EQUIPMENT
Make Ruud Make Ruud
Trade RUUD 13PJL SERIES Trade RUUD 13PJL SERIES
Model 13PJL24 Cond 13PJL24
AHRI ref 5673180 Coil RCFL-H'2417+RGPT-07(E,N)AMKR
AHRI ref 5673180
Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER
Heating input Sensible cooling 17360 Btuh
Heating output 22400 Btuh @ 47°F Latent cooling 7440 Btuh
Temperature rise 25 °F Total cooling 24800 Btuh
Actual air flow 827 cfm Actual air flow 827 cfm
Air flow factor 0.036 cfm/Btuh Air flow factor 0.045 cfm/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.84
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ft2) (Btuh) (Btuh) (cfm) (cfm)
master bedroom 196 3633 2935 131 133
bedroom 2/closet 195 3631 1681 131 76
baths/hall 154 1436 717 52 33
bedroom 3 182 2074 1211 75 55
kitchen 99 1401 3662 50 167
laundry 77 881 403 32 18
office/bedroom 4 176 4045 2644 145 120
living/dining 368 5892 4929 212 224
hall 12 0 0 0 0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2015-Apr-15 19:16:15
.► + wrightsoft Right-Suite®Universal 2015 15.0.09 RSU12595 Page 1
,CCA .. ica\Documents\Wrightsoft HVAC\Demo\EH145915.rup Calc=MJ8 Front Door faces: E
Entire House 1459 22993 18183 827 827
Other equip loads 0 0
Equip. @ 0.98 RSM 17783
Latent cooling 3475
TOTALS 1459 22993 21258 827 827
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2015-Apr-15 19:16:15
` + wrightsoft Right-Suite®Universal 2015 15.0.09 RSU12595 Page 2
,4UM ...ica\Documents\Wright soft HVAC\Demo\EH 145915.rup Calc=MJ8 Front Door faces: E
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�� FILE COPY
� s�` Comp. By: RLC
r Date: 4/3/2015
Public Works Department
City of Atlantic Beach
Permit No: TBD
Address: 266 Camelia Street
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V= CAR/12
Where: V=Volume of Runoff
C = Coefficient of Runoff
A=Area of lot in square feet
R= 25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area (A) = 5,100 ft'
Runoff Coefficient
Area Lot Area
Description (ft') (ft) "C" Wtd "C"
Impervious 5,100 1.00 0.00
Pervious 5.100 5,100 0.20 0.20
Runoff Coefficient(C)= 0.20
Runoff Volume
V= 0.20 x 5,100 x 9.3 / 12
V= 791 ft
Postdevelopment Runoff Volume:
Lot Area (A) = 5,100 ftZ
Runoff Coefficient
Area Lot Area
Description (ftZ) (ft) "C" Wtd "C"
Impervious 1,984 5,100 1.00 0.39 % IMP 39%
Pervious 3,116 5,100 0.20 0.12
Runoff Coefficient(C)= 0.51
Runoff Volume
V= 0.51 x 5,100 x 9.3 / 12
V= 2,021 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume
DV= 2,021 - 791
DV= 1,230 ft3
Retention-327 Copy of camelia st-onsite Retention w-grndrevised04315 4/3/2015
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
MiTekg'
FILE COPY
RE: 150335- Ellite Homes MiTek USA, Inc.
Site Information: 6904 Parke East Blvd.
am F�3361�4115 .
Customer Info: Elite Homes, INC Project Name: Single Family Residence Model: Sin a amI y esldence
Lot/Block: . Subdivision: .
Address: Atlantic Beach
City: Atlantic Beach State: FL.
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FRC2010/TP12007 Design Program: MiTek 20/20 7.5
Wind Code: ASCE 7-10 Wind Speed: 130 mph
Roof Load: 40.0 psf Floor Load: N/A psf
This package includes 20 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No. ISeal# (Truss Name Date No. Seal# Truss Name Date
11 IT688,78,i IA1 3/4/015 118 1 T6885800 I J4 13/4/015 I
2 IT6885784 IA2 3/4/015 119 IT6885801 IJ5 NG REVIEW DISPOSITION
13 IT6885785 IA3 13/4/015 120 IT6885802 JJ6
14 IT6885786 JA4 3/4/015 1 ATTENTION:Review of shop drawings is only for conformance with
5 IT6885787 I A5 13/4/015 1 the design concept of the project and does not relieve the contractor
of responsibility for any deviation from the requirements of the shop
16 IT6885788 1 B1 3/4/015 drawings.Contractor shall determine and ventyall field measurements.
17 I T6885789 162 13/4/015
18 IT6885790 I C1 13/4/015 1 APPROVED 13 RETURNED FOR CORRECTION
19 IT6885791 RC2 13/4/015 1
❑
110 IT6885792 1 HJ1 13/4/015 APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION
11 IT6885793 I HJ2 13/4/015 1 ❑ NOTAPPRO ❑ SEE TRANSMITTAL LETT
pfl
112 IT6885794 J HJ3 3/4/015 1 COMMENTS
113 I T6885795 I J 1 13/4/015 1 31
114 I T6885796 1 J 1A 3/4/015 BY DATE ` ! 2A
115 IT6885797 IJ2 3/4/015 HULSBERG ENGINEERING,INC. FL CER .258 6
116 IT6885798 1J2A 3/4/015 11481 ST.AUGUSTINE RD.#202
117 IT6885799 JJ3 13/4/015 JACKSONVILLE,FL 32258
The truss drawing(s)referenced above have been prepared by MiTek %%%011S t A111'##�,i
Industries, Inc.under my direct supervision based on the parameters �O�P G E•N S
provided by TrussMart Bldg Compts, LLC. ,``r.•'�,� F '•,'L�
Truss Design Engineer's Name: Albani, Thomas :•„103930
My license renewal date for the state of Florida is February 28,2017.
IMPORTANT NOTE:Truss Engineer's responsibility is solely for �� STATE OF : 41J Z
design of individual trusses based upon design parameters shown �0,�••� P ;•�<v�
on referenced truss drawings. Parameters have not been verified '�, F •• o Ras apropiae fr any use. Any �••'��%•`�
for fi epre erret ceoonly and has oft beocaen used inlprepar ng des gnS ,��'SS;�NA���,`���
Suitability of truss designs for any particular building is the _
responsibility of the building designer, not the Truss Engineer, FL Cert. 6634
per ANSI/TPI-1, Chapter 2.
March 4,2015
Albani,Thomas 1 of 1
Job Truss Truss Type Qty Ply Ellite Homes
T6885783
150335 Al Hip Girder 2 1
ob Referen o lional
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 1'2014 MiTek Industries,Inc.Wed Mar 04 13:17:112015 Page 1
I D:642 RDgH 19mH6WSL4TOg8CHzeKCn-SgGc5z_QOdK2gHR6Pkfi92bXl I?xAmQkdeQXOze IpM
-1-4-6 3-9-14 7-0-0 11-4-0 15-8-0 20-0-0 23-2-2 27-0-0 28-4-6
1-4-6 3-9-14 3-2-2 4-4-0 4-4-0 4-4-0 3-2-2 3-9-14 1-4-6
Scale=1:50.0
4x4 = 4x4=
3x4= 3x4 =
5.00 12 4 5 2122 23 511 6 p< 2 7
1.5x4 1.5x4 i
3 8
�5
9
2
1 10 jo
14 13 251226 27 28 11
3x8= — 3x8 = 3x6 =
3x6= 4x8— 3x4=
7-0-0 _ 1 13-6-0 1 20-0-0 27-0-0
7-0-0 6-0-0 6 6 0 7-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) 0.42 11-12 >770 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.62 11-12 >524 180
BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.16 9 n/a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight:130 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 2-5-7 oc purlins,except
BOT CHORD 2x4 SP No.2`Except' 2-0-0 oc purlins(2-5-2 max.):4-7.
9-13:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-3-7 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
installed during truss erection,in accordance with Stabilizer
[b,e
nstallation guide
REACTIONS. (Ib/size) 2=1514/0-3-8,9=1782/0-3-8
Max Horz 2=79(LC 8)
Max Uplift2=-692(LC 8),9=-894(LC 9)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-2976/1437,3-4=-2830/1372,4-5=-2633/1318,5-21=-3872/2069,21-22=-3872/2069,
22-23=3872/2069,6-23=-3872/2069,6-24=-3279/1831,7-24=-3279/1831,
7-8=-3523/1929,8-9=-3645/1953
BOT CHORD 2-14=-1309/2684,13-14=-1822/3625,13-25=-1822/3625,12-25=-1822/3625,
12-26=-2043/3926,26-27=-2043/3926,27-28=-2043/3926,11-28=-2043/3926,
9-11=-170113294
WEBS 4-14=-379/846,5-14=-1278/808,5-12=-389/460,6-12=-141/316,6-11=-856/418,
7-11=-474/913,8-11=-178/258
NOTES- ♦ \�` �e
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101 mph,TCDL=6.Opsf,BCDL=6.Opsf.h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18; A,�`O' C E N S�C`'•:9 j'e��
MWFRS(envelope)automatic zone;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding. 3938
4)The solid section of the plate is required to be placed over the splice line at joint(s)13. _ * C--'-AT
5)Plate(s)at joint(s)13 checked for a plus or minus 4 degree rotation about its center.
6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide willfit between the bottom chord and any other members. E V r
�0 '.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=692, ,� ( �
P ••'
9=894. i�'�SS Q R ��`
9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �
10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
11)Hanger(s)or other connection devices)shall be provided sufficient to support concentrated load(s)96 Ib down and 113 Ib up at
13-0-12,96 Ib down and 113 Ib up at 13-11-4,96 Ib down and 113 Ib up at 15-11-4,and 96 Ib down and 113 Ib up at 17-11-4,and
180 Ib down and 210 Ib up at 20-0-0 on top chord,and 66 Ib down and 59 Ib up at 13-0-12,66 Ib down ana 59 Ib up at 13-11-4,66 Ib
down and 59 Ib up at 15-11-4,and 66 Ib down and 59 Ib up at 17-11-4,and 270 Ib down and 283 Ib up at 19-11-4 on bottom Chord. FL Cert. 6634
The design/selection of such connection device(s)is the responsibility of others.
12)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). March 4,2015
,,&WARNING-verify,design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11.7473 rev.02/16/2015 BEFORE USE.
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction 1s the responsiblllity of the MiTek'
erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,qualify control,storage.delivery,erection and bracing.consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6004 Parke East Blvd.
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tempe,FL 33810
Job Truss Truss Type Qty PlyEllite Homes
78885783
150335 At Hip Girder 2 1
Job Reference(oDfionall
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Mar 04 13:17:112015 Page 2
I D:642 RDgH 19mH6WsL4TOg8CHzeKCn-SgGc5z_QOdKr2gHR6Pkfi92bXll4xAmQkdeQXOzeIpM
LOAD CASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25
Uniform Loads(plf)
Vert:1-4=-60,4-7=-60,7-10=-60,15-18=-20
Concentrated Loads(lb)
Vert:7=-147(F)6=-96(F)11=-270(F)21=-96(F)23=-96(F)24=-96(F)25=-41(F)26=-41(F)27=-41(F)28=-41(F)
A
WARNING.Vedfy design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERANCE PAGE M0.7473 rw.02/1612015 BEFORE USE.
Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. `•
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek•
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 8904 Parke East BIW.
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tamps,FL 33810
Job Truss Truss Type ally Ply Ellite Homes
7888578/
150335 A2 Hip 2 1
f
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Mar 04 13:17:13 2015 Page 1
I D:642R DgH 19m H6 WsL4TOg8C HzeKC n-P3N N We0gwEaZH8RpDgm7 na8255WPBTj Bx7 WcHzelpK
-1-4-6 4-9-14 9-0.0 13.6.0 18-0.0 22-2-2 27-0.o z8-4-6
1-4-6 4-9-14 4-2.2 480 480 4-2-2 49-14
Scale=1:50.0
4x4= 4x4 =
3x4=
4 15ZI 5a 5 f5ZI M 6
5.00 12
1.5x4 1.5x4
3 7
20
19
8
2 F. 9 je
d1 d
12 11 10
3x8= 3x4 3xB= 3x6=
3x6=
9-0.0 � 18-0-0 27-0.4
Plate Offsets(X Y) F2 0-3-0 Edael f8:0-3-0 Edael
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) 0.13 10-12 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.40 10-12 >815 180
BCLL 0.0` Rep Stress Incr YES WB 0.21 Horz(TL) 0.10 8 n/a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight:128 Ib FT=20
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins,except
BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-3-14 max.):4-6.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing.
M7ek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
In-tallatign cluide,
REACTIONS. (lb/size) 2=1165/0-3-8,8=1165/0-3-8
Max Herz 2=98(1_C 17)
Max Uplift2=346(LC 12),8=346(LC 13)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-19=2252/740,3-19=2210/757,3-4=-1933/606,4-5=1775/604,5-6=1775/604,
6-7=-1933/606,7-20=2210/756,8-20=-22521740
BOT CHORD 2-12=608/2025,11-12=484/1895,10-11=-484/1895,8-10=623/2027
WEBS 3-12=-351/261,4-12=-70/461,5-12=317/195,5-10=317/194,6-10=70/461,
7-10=351/262
NOTES- %J1111111f777'
1)Unbalanced roof live loads have been considered for this design. '* S A.
2)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18; `� \v`P .
MWFRS(envelope)automatic zone and C-C Exterior(2)-1-5-1 to 1-6-15,Interior(1)1-6-15 to 9-0-0,Exterior(2)30-0 to 22-4-6, `"% Q G E.N S
Interior(1)22-4-6 to 28-5-1 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `A�X •,
3)Provide adequate drainage to prevent water ponding. . •' �'
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ti 3938
5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-OA wide will
fit between the bottom chord and any other members.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=346, it X
8=346. + ••
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ATE :4/4/12
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ;<%
%
FL Cert. 6634
March 4,2015
A WARNING.Verffy design panmetera and READ NOTES ON TWS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rw.OVIW015 BEFORE USE.
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. �t•
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibiflity,of the WOWerector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/111`111 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BIW.
Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply Ellice Homes
76885785
150335 A3 Hip 2 1
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 112014 Mrrek Industries,Inc.Wed Mar 04 13:17:14 2015 Pagel
ID:642RDgH19mH6WsL4TOg8CHzeKCn-tFxlk OlhYiQvI00nXHMJngCTVL38fGsQbt48jzelpJ
-1-4-6 5-9-14 11-0-0 16-0.0 21-2-2 27-0.0 28-4-8
1-4-6 5-9-14 5-2-2 5-0.0 5-2-2 5-9-14 7-48
Scale=1:50.0
5x8= 6x6=
4 20 21 22 5
5.00 12
i
1.5x4 19 23 1.5x4 i
3 6
Y
24
18
7
2 Y
q), 8 jg
c 11 10 9
3x8= 3x4= 3x4= 3x6=
3x6=
9-2-10 17-9.6 27-0.0
~
9-2-10 8-6-13 -
Plate Offsets(X Y)- [4'04 00-1 131 [5:0-3-0,0-2-41.17:0-3-0 Edoel
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) 0.12 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.37 9-11 >886 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(TL) 0.09 7 n/a n/a
BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:126 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins,except
BOT CHORD 2x4 SP No.2 2-0.0 oc purlins(4-4-14 max.):4-5.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-8-6 oc bracing.
WEBS 1 Row at midpt 5-11
MTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (lb/size) 2=1165/0-3-8,7=1165/0-3-8
Max Horz 2=-117(LC 17)
Max Uplift2=344(LC 12),7=344(LC 13)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-18=2227/685,3-18=2179/706,3-19=1913/570,4-19=-1858/592,4-20=-1570/592,
20-21=1570/592,21-22=1570/592,5-22=1570/592,5-23=1852/591,6-23=1907/569,
6-24=2178/706,7-24=2226/686
BOT CHORD 2-11=576/1996,10-11=343/1507,9-10=343/1507,7-9=-569/1996
WEBS 3-11=402/297,4-11=-44/450,5-9=-68/448,6-9=405/299
NOTES•
1)Unbalanced roof live loads have been considered for this design. ••........• e ��
2)Wind:ASCE 7-10;VuR=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18; `�� G N .9
MWFRS(envelope)automatic zone and C-C Exterior(2)-1-5-1 to 1-6-15,Interior(1)1-6-15 to 11-0-0,Exterior(2)11-0-0 to 20-2-15, �`••'�,\ E S' •.�•/7_�i�
Interior(1)20-2-15 to 28-5-1 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3938Q- •fly/-IZ
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members. - - .r
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=344, : - ATE .•
7=344. <C/
i
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� ,��• �
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �� R
11111111104
FL Cert. 6634
March 4,2015
A WARNING.Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE M 1.7473 rev.02/1&2015 BEFORE USE. �-
Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the WOW
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication.quality control,storage.delivery,erection and bracing,consult ANSI/11`11 Quality CrBerla,DSB-89 and SCSI building Component 6904 Parke East BIW.
Tampa,FL 33810
Safety Inferrnafbn available from Truss Plate Irutitute,781 N.Lee Street,Suite 312,Alexandria,VA 22314.
Job Truss Truss Type Qty Ply Ellite Homes
78885788
150335 A4 Hip 2 1
Job I
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Mar 04 13:17:15 2015 Page 1
ID:642RDgH19mH6WsL4TOgBCHzeKCn-LRV7xK1 wSrgHWRbCLFobs?DLZvhlt5n?fFodgAzelpl
-1-4-66-9-14 13-0-0 14-0-0 20-2-2 27-0-0 z8-4-6
1-4-6 6.9-14 6-2-2 1-QO 6-2-2 6-9-14
Scale=1:50.0
5x8= 6x6=
4 20 5
5.00 12
1.5x4 \X 19 21 1.5x4
3 6 _
d
22
18
7
�11
11 10 23 24 9
3x6= 3x10= 3x4= 3x4= 3x6—
9-2 10 17-9-6 I 27-0-0
Q12-10 8-6-13 9-2-10
Plate Offsets(X Y)— [4:0-4-0.0-1-131.[5:0-3-0.0-2-41
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.48 Vert(LL) -0.20 9-11 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.46 9-11 >705 180
BCLL 0.0' Rep Stress Incr YES WB 0.22 Horz(TL) 0.09 7 n/a n/a
BCDL 10.0 Code FRC2010lrP12007 (Matrix-M) Weight:128 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins,except
BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-8-3 max.):4-5.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing.
MTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
InstallatiQn guide.
REACTIONS. (Ib/size) 2=116510-3-8,7=1165/0-3-8
Max Horz 2-136(LC 17)
Max Uplift2-341([_C 12),7=341(LC 13)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-18=2288/585,3-18=2232/610,3-19=2043/541,4-19=-1977/560,4-20=-1466/549,
5-20=1466/549,5-21=1969/555,6-21=2036/535,6-22=-2189/611,7-22=-2294/586
BOT CHORD 2-11=540/2042,10-11=232/1377,10-23=232/1377,23-24=-232/1377,9-24=232/1377,
7-9=-472/2049
WEBS 3-11=431/319,4-11=-158/647,5.9=167/669,6-9=-439/322
NOTES- `111111111)/IIII
1)Unbalanced roof live loads have been considered for this design. `�1 CJ A- ,1
2)Wind:ASCE 7-10;VuH=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)automatic zone and C-C Exterior(2)-1-5-1 to 1-6-15,Interior(1)1-6-15 to 130-0,Exterior(2)13-0-0 to 14-0-0, 1� O- •C'E N••
Interior(1)18-2-15 to 28-5-1 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •••�,� S' .•
3)Provide adequate drainage to prevent water ponding.
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 39380-
5)
9385)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members,with BCDL=IO.Opsf.
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(It=lb)2=341,
7=341.
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. O ATE
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ,�••�C Q `1 ��
FL Cert. 6634
March 4,2015
A
WARNING.Verity design peremef.and READ NOTES ON TNIS AND INCLUDED WTEK REFERANCE PAGE 11411-7473 rev.02118/2015 BEFORE USE.
Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component.
L•
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction 6 the responsibillity of the M iTek'
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPll Quality Criteria,DS9-89 and SCSI SuIlding Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply Ellae Homes
78885787
150335 A5 Common 15 1
I
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 112014 MiTek Industries,Inc.Wed Mar D4 13:17:16 2015 Page 1
ID:642RDgH19mH6WsL4TOg8CHzeKCn-pe3V9g2YD9y88bAOvyJgPCm WgJ2ecYl9tvMBDczelpH
-1-4-67-0-14 13-6-0 19-11-2 27-0-0 28-4-6
1-4-6 7-0-14 6-5-2 6-5-2 7-0-14 1-4-6
Scale=1:49.2
40=
5.00 12
5
21
3x4 i 20 3x4
1.5x4 \\ 6 1.5x4
4 7
3
2
19 2
8
2 y
j$
12 11 23 24 10
3x6 = 3x4= 3x4 = 3x4= 3x6—
9-2-10 17-9-6 27-0-0
9-2-10 8-6-13 9-2-10
Plate Offsets(X Y)— f2:0-3-0 Edael f8 0-3-0 Edael
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.21 10-12 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.46 10-12 >704 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 0.08 8 n/a n/a
BCDL 10.0 Code FRC2010rTP12007 (Matrix-M) Weight:119 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-3 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-2 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installatign guide.
REACTIONS. (Ib/size) 2=1165/0-3-8,8=1165/0-3-8
Max Horz 2=140(1_C 17)
Max Uplift 2=-340(LC 12),8=340(LC 13)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-19=2287/528,3-19=2228/555,3-4=-2054/490,4-20=-1987/503,5-20=1987/518,
5-21=1987/518,6-21=1987/504,6-7=-2054/491,7-22=2228/556,8-22=2286/529
BOT CHORD 2-12=533/2038,11-12=213/1344,11-23=213/1344,23-24=213/1344,10-24=-213/1344,
8-10=-411/2039
WEBS 5-10=200/713,7-10=-438/329,5-12=-199/713,3-12=-438/328
NOTES-
1)Unbalanced roof live loads have been considered for this design. ,tl{J 1 t t t 1111jI
2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp C;Encl.,GCpi=0.18; ,�� A I,,
MWFRS(envelope)automatic zone and C-C Exterior(2)-1-5-1 to 1-6-15,Interior(1)1-6-15 to 13-6-0,Exterior(2)13-6-0 to 16-6-0 `�� �PS A�e�j♦'
zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ���Q,,•�C•E•N 3'•. I '♦
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will —_
fit between the bottom chord and any other members,with BCDL=IO.Opsf. 3938
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except 0=1b)2=340, * _
8=340. '
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 1r}
S
ATE ' W �
r
♦� �5.< 0R10,
' I,`9/O N A
FL Cert. 6634
March 4,2015
A WARNING.Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M 1.7473 rw.02/16/2015 BEFORE USE.
Design valid far use only with MiTek connectors.This design is based only upon parameters shown,aril is for an individual building component.
`•
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction's the responsibillity of the MiTek•
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPll QuaBly,Waste,DS6.89 and BCSI Building Component 8904 Parke East Blvd.
Safety Informallon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty PlyEllite Homes
T6885788
150335 81 Hip Girder 1 1
Job Reference o do al
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Mar 04 13:17:17 2015 Page 1
ID.642RDgH19m H6 WsL4TOg8C HzeKCn-HgdtMO3A_T4_mllbSgilxQlkUjSeL1716Z5k12zelpG
-1-4-6 5-0-0 6-4-0 11-4-0
1-4-6 5-0-0 1-4-0 50.0
Scale=1:21.4
4x4= 4x4 =
3 13 4
5.00 12
5
� 2 1a
1 14 6 15
3x4 =
3x4= 3x4=
5--0 5-8-0
8
5-8 0 5-8-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) 0.04 6-12 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.07 6-9 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(TL) 0.02 5 n/a n/a
BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:43 Ib FT=20
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-12 oc purlins,except
BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(5-9-11 max.):3-4.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation Guide.
REACTIONS. (Ib/size) 5=642/0-3-8,2=734/0-3-8
Max Horz 2=74(LC 12)
Max Uplift5=-292(LC 9),2=-355(LC 8)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-1092/570,3-13=-1017/576,4-13=-1017/576,4-5=-1092/577
BOT CHORD 2-14=-497/956,6-14=-497/956,6-15=-486/957,5-15=-486/979
WEBS 3-6=-117/263
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10,VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.Opsf,h=25ft,Cat.11;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)automatic zone;Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding. `�� S
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N� P •� e���
01
5)'This truss has been designed for a live load of 20.0 sf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will �O
fit between the bottom chord and any other members.
�` •••
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb)5=292, •••�•�r A
z=ass. AItS 3938
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. l ;�
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)71 Ib down and 91 Ib up at 5-0-0, w
and 151 Ib down and 159 Ib up at 6-4-0 on top chord,and 144 Ib down and 127 Ib up at 5-0-0,and 144 Ib down and 127 Ib up at 6-3-4
on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ATE
44/
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i 0�• Q .••
1)DAD d A Rooff)L ve(balanced):Lumber Increase=1.25,Plate Increase=1.25 ndard ���/'S/O N A'
Uniform Loads(pit)
Vert 1-3=-60,3-4=-60,4-5=-60,7-10=-20
Concentrated Loads(Ib)
Vert:3=-50(F)4=-46(F)14=-144(F)15=-144(F) FL Cert. 6634
March 4,2015
A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11411-7473-02116/2015 BEFORE USE.
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
u for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, WOR
of the
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quollly Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply Ellite Homes
T6885789
150335 B2 Common 1 1
Job eferen o lional
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Mar 04 13:17:18 2015 Page 1
ID:642R DgH 19mH6WsL4TOg8CHzeKCn-IOBGZM4pimC rNvKnONMIUdrvv6rj4UcSLDrHHVzelpF
-1-4-6 5-8-0 11-4-0
1-4-6 5-8-0 5-8-0
Scale=1:21.0
4x4 =
3
5.00 F12
14
15
13
12
4
� 2 I$
1 5
1.5x4 II
3x4=
3x4 =
5-8-0 11-4-0
5-8-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.02 5-8 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.28 Vert(TL) -0.05 5-8 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(TL) 0.01 4 n/a n/a
BCDL 10.0 Code FRC2010/TP12007 (Matrix-M) Weight:41 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
nstallation guide._
REACTIONS. (Ib/size) 4=451/0-3-8,2=540/0-3-8
Max Horz 2=80(LC 12)
Max Uplift4=-129(LC 13),2=-177(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-12=-738/250,12-13=-615/199,3-13=-603/213,3-14=-603/228,14-15=-608/216,
4-15=-807/348
BOT CHORD 2-5=-321/863,4-5=-433/955
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph,TCDL=6.Opsf,BCDL=6.Opsf,h=25ft;Cat.ll;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)automatic zone and C-C Exterior(2)-1-5-1 to 1-6-15,Interior(1)1-6-15 to 5-8-0,Exterior(2)5-8-0 to 8-8-0 zone;C-C
for members and forces&MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 ```1►111111111,
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � Cj A.
4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `% �P •��e�j
fit between the bottom chord and any other members. %
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)4=129, ��` •'. \C'E N`S ••-1/fi'��
2=177.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. W6 3 8
AT
<
E - • u
44/
.
FL Cert. 6634
March 4,2015
A
WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 111II-7473 rev.02/16/2015 BEFORE USE.
Design valid for use only with M1ek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek-
erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,srorage.delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Oty Ply Ellite Homes
T6885790
150335 c1 Hip Girder 2 1
Job Referenceo t al
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Mar 04 13:17:19 2015 Page 1
ID:642 RDgH19mH6WsL4TOg8CHzeKCn-DDleni4R W4 Ki?3uza4tXOrN7LWDspydbatarpxzelpE
-0-10-6 3-0-0 5-0-0 6-0-0 8-10-6
0-10-6 3-0-0 2-0-0 3-0-0 0-10-6
Scale=1:19.1
4x4 = 44=
4.00 12 3 14 4
5
2 6 n
1 d
15 7 16
3x4=
2x4 = 2x4=
4-0-0
4-0-0
LOADING(psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.11 Vert(LL) 0.02 7-10 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.02 7 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:31 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except
BOT CHORD 2x4 SP N0.2 2-0-0 oc purlins(6-0-0 max.):3-4.
WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation awide -
REACTIONS. (Ib/size) 2=376/0-3-8,5=370/0-3-8
Max Hoa 2=-30(LC 28)
Max Uplift2=-273(LC 4),5=-271(ILC 5)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD 2-3=-518/371,3-14=-501/399,4-14=-501/399,4-5=-501/386
BOT CHORD 2-15=-329/469,7-15=-329/469,7-16=-335/453,5-16=-335/453
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft,Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)automatic zone;porch left and right exposed,Lumber DOL=1.60 plate grip DOL=1.60
3)Provide adequate drainage to prevent water ponding. ``1t111111111It/
4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. /i�
5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will _A P •� e ��
fit between the bottom chord and any other members. -�``�
6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=273, :�"`O xv'��E' `s�`••,./��i�
5=271. ;h(p 3938 •'
7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)60 It,down and 55 Ib up at 3-0-0, _ {'
and 136 Ib down and 112 Ib up at 5-0-0 on top chord,and 80 Ib down and 89 Ib up at 3-0-0,and 80 Ib down and 89 Ib up at 4-11 4 on i.�
bottom chord. The design/selection of such connection device(s)is the responsibility of others. E .• tu
10)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 0'. jV
•' A, P
LOAD CASE(S) Standard �i�t�S;'4,0 R �Cj\���``
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 i
Uniform Loads(pIf) 1//111 111101
Vert:1-3=-60,3-4=-60,4-6=-60,8-11=-20
Concentrated Loads(lb)
Vert:3=-5(B)4=18(B)15=-5(B)16=-5(B)
FL Cert. 6634
March 4,2015
A WARNING-Vainly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIb7473 rev.02/16/2015 BEFORE USE.
Design valid for use only with Mi-rel,connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek'
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply Ellke Homes
78885791
150335 C2 Common 1 1
Job Reference(oD6onal)
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Mar 04 13:17:20 2015 Page 1
ID:642RDgH19mH6WsL4TOg8CHzeKCn-hPJO 253HOSZdDT98oOmZ2wGGwZAYPXkoXKOMNzeIpD
-0-10-64-0-0 B-0-0 8-10-6
0.10-6 4-0-0 4-0-0 0-10-6
Scale=1:18.8
4x4=
3
4.00 12
14
13
4
2 5 v
1 Ia
dri 6
1.5x4
2x4=
2x4=
4-0.0 8-0.0 _
40-0 4-0-0
LOADING Il SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.22 Verl 0.02 6-12 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.15 Vert(TL) -0.02 6-12 >999 180
BCLL 0.0` Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 4 n/a n/a
BCDL 10.0 Code FRC2010fTP12007 (Matrix-M) Weight:29 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-4 oc bracing.
WEBS 2x4 SP No.3Mi ek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 2=375/0-3-8,4=375/0-3-8
Max Horz 2-37(1_C 13)
Max Uplift 2=-250(LC 8),4=250(1_C 9)
FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-13=-461/644,3-13=-430/612,3.14=-430/612,4-14=-462/645
BOT CHORD 2-6=-674/487,4-6=679/493
NOTES-
1)Unbalanced roof live loads have been considered for this design.
2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp C;Encl.,GCpi=0.1&
MWFRS(envelope)automatic zone and C-C Exterior(2)-0-10-15 to 2-1-1,Interior(1)2-1-1 to 4-0-0,Exterior(2)4-0-0 to 7-24 zone;
porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4)`This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will %% A
fit between the bottom chord and any other members. %%% PcJ 'q�e
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)2=250, �Q� •'
E N
4=250. `�� •,.��G
6)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. 3 9 38
�7+
0 •
•
ATE
i
OR\••
8111111
FL Cert. 6634
March 4,2015
A WARNING-Verify design parameters and READ NOTES ON TWS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.02/16/2015 BEFORE USE.
Design valid for use only with Walk connectors.This design u based only upon parameters shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction o the responsibillity of the M iTek•
erecta.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/fPil Quality Criteria,DSS-89 and 8051 building Component 6904 Parke East BIW.
Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply EIIAe Homes
78885792
150335 HJ1 Diagonal Hip Girder 3 1
Job Reference(opli
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Mar 04 13:17:212015 Page 1
ID:642RDgH19mH6WsL4TOg8CHzeKCn-AbsOCN6h2haQEM2MhVv?6GTOxKpdHnQu1B3yupzelpC
_1.11-3 5-2-3 9-9-5
1-11-3 5-2-3 4-7-2
Scale=1:22.1
4
14
3.545-2 13
3x4
3
12
11
2
1 15 16 7 17 6
2x4 = 1.5x4 II 3x4=
5
2x4=
5-2-3 { 9-9-5 5-2-3 4-7-2
Plate Offsets(X Y)— 12 Edge 0 0-61
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) 0.08 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.10 6-7 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.27 Horz(TL) 0.01 5 n/a n/a
BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:41 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing.
WEBS 2x4 SP No.3MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
REACTIONS. (Ib/size) 4=137/Mechanical,2=321/0-4-9,5=253/Mechanical
Max Horz 2=184(LC 4)
Max Uplift4=-90(LC 4),2=-252(LC 4),5=194(]_C 5)
Max Grav4=137(LC 1),2=411(LC 19),5=258(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-11=659/458,11-12=663/455,3-12=-610/430
BOT CHORD 2-15=472/611,15-16=472/611,7-16=-472/611,7-17=-472/611,6-17=472/611
WEBS 3-6=-653/504
NOTES-
1)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ff;Cat.ll;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦� s A, /���
3 'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ♦♦♦ P q 6
fit between the bottom chord and any other members. ♦ 0� ........
•••••�'C
4)Refer to girder(s)for truss to truss connections. �♦ •' G E N S
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4 except(jt=lb)2=252 •••'.�� '"�,
5=194. 3938
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)67 Ib down and 84 Ib up at 1-6-1,
67 Ib down and 84 Ib up at 1-6-1,76 Ib down and 65 Ib up at 4-4-0,76 Ib down and 65 Ib up at 4-40,and 88 Ib down and 103 Ib up at-
7-1-15,and 88 Ib down and 103 Ib up at 7-1-15 on top chord,and 32 Ib down and 49 Ib up at 1-6.1,32 Ib down and 49 Ib up at 1-6-1, d; _ ATE W
42 Ib down and 47 Ib up at 4-4-0,42 Ib down and 47 Ib up at 4-4-0,and 57 Ib down and 57 Ib up at 7-1-15,and 57 Ib down and 57 Ib -
up at 7-1-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. �T'�At O P,•\�`♦♦
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i� Q R� ♦♦
is ....
LOAD CASE(S) Standard1
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ��N Pt'�\,♦♦♦
Uniform Loads(pit)
Vert:14=60,5-8=-20
FL Cert. 6634
March 4,2015
A
WARNING.Verify deal,.parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERANCE PAGE MII.7473 rev.02/16,2015 BEFORE USE.
Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and is for an individual building component.
`•
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek'
erecta.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITP11 Quality CrBerla,D58.89 and BCSI Wilding Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply Ellite Homes
78885792
150335 Hit Diagonal Hip Girder 3 1
f I
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 11 2014 MTek Industries,Inc.Wed Mar 04 13:17:212015 Page 2
ID:642RDgH19mH6WsL4TOgBCHzeKCn-AbsOCN6h2haQEM2MhVV?6GTOxKpdHnQu1B3yupzelpC
LOAD CASE(S) Standard
Concentrated Loads(lb)
Vert:11=167(F=84,B=84)12=45(F=23,B=23)13=50(F=25,B=-25)15=55(F=27,B=27)16=2(F=1,B=1)17=-34(F=17,B=-17)
A WARNING-Verily design parameters and READ NOTES ON TNS AND INCLUDED WTEK REFERANCE PAGE I160-7473 m.0271N2015 BEFORE USE.
Design varld for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component.•
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is fa lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respomibillity of the M iTek'
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 8904 Parke East Blvd.
Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33810
Job Truss Truss Type Qty Ply Ellite Homes
78885793
150335 HJ2 Diagonal Hip Girder 2 i
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 112014 MiTek Industries,Inc.Wed Mar 04 13:17:22 2015 Page 1
ID:642RD9Hl9mH6WsL4TOg8CHzeKCn-eoQmPj7Jp?iHsWdYFDQEeT?bsjDuOHc1 GrpVQGzeIpB
-1-11-3 3-9-3 6-11-6
1-11-3 3-9-3 3-2-2
Scale=1:17.7
4
�g
3.54 F-12 3x4 12
3
0
my
d �
11 N
2
1 137 14 6 5
1.5x4 3x4=
2x8=
3-9-3 '3 2
3-9-3 3-�-2
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lox) Udefl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.28 Vertil 0.01 6-7 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.02 6-7 >999 180
BCLL 0.0' Rep Stress Incr NO WB 0.08 Horz(TL) 0.00 5 n/a n/a
BCDL 10.0 Code FRC2010ITP12007 (Matrix-M) Weight:30 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
WEBS 2x4 SP No.3 MiTek recommends that Stabil¢ers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation uide.
REACTIONS. (lb/size) 4=81/Mechanical,2=245/0-4-9,5=120/Mechanical
Max Horz 2=146(LC 4)
Max Uplift4=60(1_C 4),2=-171(LC 4),5=-50(LC 8)
Max Grav 4=81(LC 19),2=323(LC 19),5=147(LC 19)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-11=384/166,3-11=-351/152
BOT CHORD 2-13=177/348,7-13=-162/320,7-14=162/320,6-14=-162/320
WEBS 3-6=-347/175
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,,1111111/111
3)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `
fit between the bottom chord and any other members. S
4 Refer to girderl for truss to truss connections. \v`P•••••N
5)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s)4,5 except(jt=1b) :��`••'�,� - �C •,•/��
2=171.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3938( `— .
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)64 Ib down and 64 Ib up at 1-6-1,
67 Ib down and 84 Ib up at 1-6-1,and 76 Ib down and 68 Ib up at 4-4-0,and 76 Ib down and 65 Ib up at 4-4-0 on top chord,and 40 Ib
up at 1-6-1,49 Ib up at 1-6-1,and 7 Ib down and 13 Ib up at 4-4-0,and 7 Ib down and 47 Ib up at 44-0 on bottom chord. The
design/selection of such connection device(s)is the responsibility of others.
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 00
AT E
LOAD CASE(S) Standard �j (� 0 R \ ��
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 �j is ......... ; `%
Uniform Loads i lf) ��i�s�0 N A� 00
Vert:1-4=60,5-8=-20
01
Concentrated Loads(lb)
Vert:11=148(F=64,B=84)12=40(F=18,B=23)13=38(F=11,B=27)14=4(F=5,B=1)
FL Cert. 6634
March 4,2015
A WARNING-Vedfy design parameters and READ NOTES ON TINS AND INCLUDED MITEK REFERANCE PAGE MII.7473 rw.02/162015 BEFORE USE.
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. `•
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek'
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Fa general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/rPll Quality Criteria,DSI-89 and ICSI Building Component 6904 Parke East BIW.
Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Oty Ply Ellite Homes
T8885794
150335 HJ3 Diagonal Hip Girder 4 1
Job Rofers_n_�(QOSional)
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 112014 MiTek Industries,Inc.Wed Mar 04 13:17:23 2015 Page 1
I D:642R DgH 19m H6 WsL4TOg8CHzeKCn-6_9d37xaJr8UgCkpwxTBhYpL7cG11ABUVY2zizelpA
-1-2-11 4-1-7
1-2-11 4-1-7
Scale=1:10.9
3
2.83 12 �A
d
8
rA
0
2
d
1
2x8=
8 4
4-1-7
M17
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.11 Vert(LL) 0.00 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 4-7 >999 180
BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a
BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:14 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 3=63/Mechanical,2=127/0-4-9,4=21/Mechanical
Max Horz 2=70(LC 4)
Max Uplif:3=49(1_C 8),2=-113(LC 4),4=18(LC 5)
Max Grav 3=63(LC 1),2=127(LC 1),4=45(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C.Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone;porch left and right exposed,Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections. III I I 1111/1j
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4 except 0=1b) , %%%SPS A
2=113. ,.•••
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� Q `GENS•.
7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)64 Ib down and 73 Ib up at 1-6-1, %%
�•• �C` •, /�
and 64 Ib down and 73 Ib up at 1-6-1 on top chord,and 25 Ib down and 45 Ib up at 1-6-1,and 25 Ib down and 45 Ib up at 1-6-1 on r"i•
bottom chord. The design/selection of such connection device(s)is the responsibility of others. * 3938 —
8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
s'
LOADCASE(S) Standard
1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 ATE
Uniform Loads(plf) .000 %'
Vert:1-3=60,4-5=-20 T •,A' Q •'•
Concentrated Loads(lb) �� L O R •'\Q\
Vert:8=146(F=73,B=73)9=43(F=22,B=22) 0 N A
�11/1111111W
FL Cert. 6634
March 4,2015
A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI-7473 rev.OV16I2015 BEFORE USE.
Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. I•
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek'
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Crtieria,DSB-89 and BCSI Building Component 6904 Parke East Blvd.
so"Information available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314, Tampa,FL 33610
r15
b Truss Truss Type Qty Ply Ellice Homes
T6885795
0335 J1
Jack-Open 9 1
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 112014 Mrrek Industries,Inc.Wed Mar 04 13:17:23 2015 Page 1
I D:642RDgH19mH6WsL4TOg8CHzeKCn-6_9d37xaJr8UgCkpwxTBhYoi7cul W BUVY2zizelpA
-1-4-6 1-0-0
1-4-6 1-0-0
Refer to Mi7ek'TOE-NAIL"Detail for connection to
supporting carrier truss(typ all applicable jacks on this job) scale=1:6.9
3
5.00F1_2
2
4
1
2x4=
1-o-0
1-0-0
Plate Offsets(X Y)-- [2:0-0-2,0-0-01
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) 0.00 5 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.00 5 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:5 Ib FT=20
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing.
MITek recommends that Stabilizers and required cross bracing
b.installed during truss erection,in accordance with Stabilizer
Installatign guide.
REACTIONS. (Ib/size) 2=173/0-3-8,4=10/Mechanical,3=1/Mechanical
Max Horz 2=48(LC 8)
Max Uplift2=113(LC 8),4-10(LC 1),3=-5(LC 9)
Max Grav 2=173(LC 1),4=14(LC 16),3=6(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;VuR=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces&MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ``1111111111111''
fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections. ,..•• e
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4,3 except(R=lb) ,`% O�,•�G E N S•• '9 �'�
2=113. ��•- �' •�'. y v.
6)"Semi-rigid pilchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
3938
ATE
''•,-fill, N A E 11%%
FL Cert. 6634
March 4,2015
A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED 01TEK REFERANCE PAGE 08.7473 rw.0211612015 BEFORE USE.
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Wit
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the WOWerector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply Ellite Homes
T8885798
150335 J1A Jack-Open 1 1
Job Reference fopti
1
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 11 2014 MiTek Industries,Inc.Wed Mar 04 13:17:24 2015 Page 1
ID:642RDgH I9mH6WsL4TOg8CHzeKCn-aAYXgP8ZLcz?5gnxNeTiju5MyLUCQKj9lcVBzelpg
1-0-0
1-0-0
5.00 12 Scale=1:6.6
2
1
d
d
o
3
2x4=
r 1-0-0 I
1-0-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.01 Vert(LL) -0.00 4 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 4 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a
BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:3 Ib FT=20
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTe k recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installationguide.
REACTIONS. (Ib/size) 1=41/0-3-8,3=17/Mechanical,2=21/Mechanical
Max Horz 1=21(LC 12)
Max Uplift 1=8(1_13 12),3=-6(LC 12),2=-13(LC 12)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.Il;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections. ti11111111111j1
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,2. %%%-,A S A,
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �\v P�
i
�••• G E N8 ••-q,����.
= 3938
ATE
%%
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FL Cert. 6634
March 4,2015
A WARNING-Varity design Parameters and READ NOTES ON TNIS AND INCLUDED WTEK REFERANCE PAGE MI-7473 rev.02/16,2015 BEFORE USE.
Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
u for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the respomibillity of the MiTek'
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPll Quality Criteria,DSI-89 and BCSI Budding Component 6904 Parke East BIW.
Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa,FL 33610
Job Truss Truss Type Qty Ply Ell ce Homes
76865797
150335 J2 Jack-Open 9 1
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 112014 Mi Tek Industries,Inc.Wed Mar 04 13:17:24 2015 Page 1
I D:642 RDgH 19m H6 W sL4TOg8C HzeKC n-aAYXgP8ZLcz?5gnxN eTiju5zSXxHU C Q Kj9lcV8zef p9
-1-4-6 3-0-0
1.4-6 3-0-0
Scale=1:11.2
3
5.00 12 6
2
1 4
2x4=
3-ao
Plate Offsets(X.Y)— 2:0-0-10 Ed e
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.15 Vert(LL) 0.01 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.01 4-7 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FRC2010ITP12007 (Matrix-M) Weight:12 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 DC purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
installation guide.
REACTIONS. (Ib/size) 3=62/Mechanical,2=231/0-3-8,4=28/Mechanical
Max Horz 2=90(LC 12)
Max Uplift3i-48(LC 12),2=125(LC 8),4=118(1_C 9)
Max Grav 3=62(LC 1),2=231(LC 1),4=45(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.11;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-5-1 to 1-6-15,Interior(1)1-6-15 to 2-11-4 zone;porch left and right
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 111111
fit between the bottom chord and any other members. , �� P.cJ A•
�� q ��♦♦
4)Refer to girder(s)for truss to truss connections. •,.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4 except(jt=1b) `%% GENS;••e9�/♦♦
2=125. ����•••�'� ___F•'•, Kj��i
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3938
ATE '•� `
FL Cert. 6634
March 4,2015
A WARNING-VeNry design paramatars and READ NOTES ON TENS AND INCLUDED WTEK REFERANCE PAGE MI07473 rw.02/162015 BEFORE USE. ��•
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek•
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quo8ly Criteria,DSS-89 and SCSI Su9ding Component 6904 Parke East Blvd.
safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply Ellite Homes
78885798
150335 J2A Jack-Open 1 1
Reference
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 112014 MiTek Industries,Inc.Wed Mar 04 13:17:25 2015 Page 1
ID:642RDgH19mH6WsL4TOg8CHzeKCn-2N6vll9C5w5sj M7wL_xG6dgHxHgDIRJyplglbzelp8
3-0-0
3-0-0
Scale=1:10.9
2
5.o0 12
r
0
r
1
3
2x4=
3-o-o
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.08 Vert(LL) -0.00 6 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.07 Vert(TL) -0.01 3-6 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a
BCDL 10.0 Code FRC2010/TPI2007 (Matrix-M) Weight:9 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
b,installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 1=135/0-38,2=67/Mechanical,3=33/Mechanical
Max Horz 1=64(LC 12)
Max Uplift 1=35(LC 12),2=50(1_C 12)
Max Grav 1=135(LC 1),2=67(LC 1),3=47(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
BOT CHORD 1-3=-211/253
NOTES-
1)Wind:ASCE 7-10;Vint=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.Il;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber
DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will `011111111111111
1111 1111111,'
fit between the bottom chord and any other members. � p,S q. q� .,,��
4)Refer to girder(s)for truss to truss connections. ,.••• ,
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,2. ��� Q C E N S••e,9 ��
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� �,••�,� �`••.•
`3938 -
ATE ' 411 `
•�
,c
0 R \•O
FL Cert. 6634
March 4,2015
A WARNING-Verify design parameters and READ NOTES ON Tiffs AND INCLUDED MITEK REFERANCE PAGE M P7473 rw.0271&2015 BEFORE USE.
Design valid for use only with Mirek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and brocing,consult ANSI/1P11 Quality CrBerla,DSS-89 and SCSI Suilding Component 8904 Parke East BIW.
Safety Informalon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33010
Job Truss Truss Type Qty Ply Ellite Homes
150335 J3 Jeck-Open 8 1 T8885799
tab
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 112014 MiTek Industries,Inc.Wed Mar 04 13:17:25 2015 Page 1
ID:642RDgH19mH6WsL4TOg8CHzeKCn-2N6v119C5w5sj_M7wL xG6d68xF1DffUyp191bzelp8
.6 5-0-0
-1
1 5-0-0
Scale=1:15.3
3
5.00 12
8 n
N
2
1 4
2x4 —
5-0-0 l
so-o
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) 0.05 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.04 4-7 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FRC2010rrP12007 (Matrix-M) Weight:18 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
Installation guide.
REACTIONS. (Ib/size) 3=110/Mechanical,2=325/0-3-8,4=45/Mechanical
Max Horz 2=134(LC 12)
Max Uplift3=86(1_C 12),2=1164(LC 8),4=28(LC 9)
Max Grav 3=11 O(LC 1),2=325(LC 1),4=76(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-8=492/847
BOT CHORD 2-4=-1127/642
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=6.Opsf;BCDL=6.Opsfh=25ft;Cat.ll;Exp C;Encl.,GCpi=0.18;
;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-5-1 to 1-6-15,Interior(1)1-6-15 to 4-11-4 zone;porch left and right
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11111111111 11�
3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,��� CJ A. 11/
fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections. �� GENS'•�,9
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4 except fjt=lb) `,•'�� �C`'•,•/�j��
2=164.
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 3938 ,-
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•
ATE
.
�,.;9/ONA *E?. %
���1111111101
FL Cert. 6634
March 4,2015
A WARNING-Vwfty design parameters and READ NOTES ON TNS AND INCLUDED MITEK REFERANCE PAGE Ilgl-7473 m.02/162015 BEFORE USE.
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
u far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek•
erector.Additional permanent bracing of the overall structure u the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery.erection and bracing.consult ANSI/T141 Quality Criteria,DSII-89 and SCSI SuIlding Component 8904 Parke East BIW.
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33810
Job Truss Truss Type Qty Ply Ellde Homes
TBBB5800
J.
150335 J4 Jack-Open 13 1
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 112014 MiTek Industries,Inc.Wed Mar 04 13:17:28 2015 Page 1
I D:642RDgH19mH6WsL4TOgBCHzeKCn-WZgHF5AgsEDjL8xJU3VApJADgLY?y6vdBTnjZ1 zelp7
-1-4-6 7-0-0
7-0-0
Scale=1:19.4
3
10
5.00 12
o d+
9 b
N
8
2
1 4
2x8=
Plate Offsets(X.Y— [2:0-4-2,0-1-0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.18 4-7 >471 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.16 4-7 >518 180
BCLL 0.0 ` Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a
BCDL 10.0 Code FRC20101TPI2007 (Matrix-M) Weight:24 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-7 DC purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
MiTek recommends that Stabilizers and required cross bracing
be installed during truss erection,in accordance with Stabilizer
REACTIONS. (Ib/size) 3=156/Mechanical,2=423/0-3-8,4=61/Mechanical
Max Horz 2=171(LC 12)
Max Uplift3-1108(LC 12),2=205(LC 8),4=-38(LC 8)
Max Grav 3=156(LC 1),2=423(LC 1),4=106(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
TOP CHORD 2-8=-1056/1564
BOT CHORD 2-4=-2049/1385
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)-1-5-1 to 1-6-15,Interior(1)1-6-15 to 6-11-4 zone;porch left and right
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 01111 1111111
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. %001111111111111
�� S A. 1I
3)`This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will OE N
�P• ,,, A�e�I,,
between the bottom chord and any other members. `� .•' G
fit
4)Refer to girder(s)for truss to truss connections. ��,•' ._- �•�'.�i�
5)Provide mechanical connection(by others)of truss to bearing plate capable ofwithstanding 100 Ib uplift at joints)4 except(jt=1b)3=108 i
'J3938
2=205. * :• `;2
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
:' — ATE
OR
E?0%
FL Cert. 6634
March 4,2015
A WARNING.V jfy design p...tars and READ NOTES ON TNIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.02/78/2015 BEFORE USE. '
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
4 for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek•
erector.Additional permanent bracing of the overall structure a the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPII Qualily CrBeria,DSI-89 and BCSI luilding Component 8904 Parke East Blvd.
Safety lnfOFMaNOn available from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610
Job Truss Truss Type Qty Ply Ellite Homes
76885801
150335 J5 Jack-Open 8 1
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 112014 MiTek Industries,Inc.Wed Mar 04 13:17:27 2015 Page 1
I D:642RDgHl9mH6WsL4TOg8CHzeKCn-_IEfSRBSdXLayHW W2mOPLXjW7kz4hZgmP7 WG6Tzelp6
-0.10-6 1-0-0
0-10-6 1-0-0
Scale=1:6.2
3
4.00 F12-
2
r
d d
1
d
4
2x4 =
r 1-0.0
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) -0.00 5 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 5 >999 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 2 n/a nla
BCDL 10.0 Code FRC2010rTP12007 (Matrix-M) Weight:5 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
Fbeinstalled
k recommends that Stabilizers and required cross bracing
during truss erection,in accordance with Stabilizer
lation guide.
REACTIONS. (Ib/size) 2=115/0-38,4=7/Mechanical,3=12/Mechanical
Max Horz 2=38(LC 8)
Max Uplift 2=94(LC 8),4=-7(LC 9),3=-8(LC 9)
Max Grav2=115(LC 1),4=11(LC 3),3=12(LC 1)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
NOTES-
1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.ll;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces 8 MWFRS for
reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will
fit between the bottom chord and any other members.
4)Refer to girder(s)for truss to truss connections.
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,4,3. `�� -\vt�`P
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �� 0 ••'G E N,•••'•.l
.•'� 'Ly tom,
3938
AT
'•,�/O
FL Cert. 6634
March 4,2015
A
WARNING.Veft design parameters and READ NOTES ON TWS AND INCLUDED All REFERANCE PAGE MI-7473 rev.02/18/2015 BEFORE USE. '
Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during constructionin the respomibillity,of the WOW
erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Qualify CrBeria,DSB-89 and BCSI building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 33610
Job Truss Truss Type
Qty Ply FE11iteomes
78885802
150335 JB Jack-Open 4 1
Job RefereLofootionaal)__..
TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.530 s Jul 112014 MiTek Industries,Inc.Wed Mar 04 13:17:27 2015 Page 1
I D:642RDgH 19mH6WsL4TOg8CHzeKCn-_IEfSRBSdXLayH WW2mOPLXjVekyshZ9mP7 WGBTzelp6
-0-10-6 3-0-0
0-10-6 3-0-0
Scale=1:9.6
3
B
4.00 12
N
I 2 d
d� 1
4
2x4=
LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP
TCLL 20.0 Plates Increase 1.25 TC 0.09 Vert(LL) 0.01 4-7 >999 240 MT20 244/190
TCDL 10.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.01 4-7 >999 180
BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a
BCDL 10.0 Code FRC20101TP12007 (Matrix-M) Weight:11 Ib FT=20%
LUMBER- BRACING-
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 OC purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing.
[be
iTek recommends that Stabilizers and required cross bracing
installed during truss erection,in accordance with Stabilizer
nstallation uide.
REACTIONS. (Ib/size) 3=65/Mechanical,2=193/0-3-8,4=32/Mechanical
Max Horz 2=72(LC 8)
Max Uplift3=-49(]_C 8),2=-137(LC 8),4=-22(LC 8)
Max Grav 3=65(LC 1),2=193(LC 1),4=46(LC 3)
FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
BOT CHORD 2-4=-298/180
NOTES-
1)Wind:ASCE 7-10;Vint=130mph(3-second gust)Vasd=101 mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.Il;Exp C;Encl.,GCpi=0.18;
MWFRS(envelope)gable end zone and C-C Exterior(2)-0-10-15 to 2-1-1,Interior(1)2-1-1 to 2-11-4 zone;porch left and right
exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60
2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-G-0 wide will 0%1111111 '
fit between the bottom chord and any other members. `��� Pcj A. ,q �Ii,
4)Refer to girder(s)for truss to truss connections. `v ,.•••• �e i
5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4 except 0t=lb) ,�� Q • GEMS+•• '9 �j
2=137. �.'��� F�•.•��i
6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. $9:38:,0___--:.,--
A
4TE `
,���►111111►���`
FL Cert. 6634
March 4,2015
A WARNING-Verily design parametars and READ NOTES ON TNS AND INCLUDED MITEK REFERANCE PAGE 1107473 rev.02/182015 BEFORE USE. �-
Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek'
erecta.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII QuaRly,Criteria,DS9-89 and SCSI SuNding Component 8904 Perim East BIW.
Safety Informalion available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610
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51-06-00
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH tf f
800 Seminole Road, Atlantic Beach, FL 32233 "
Office (904)247-5826 Fax (904) 247-5845
Job Address: 64.,4<!► Permit Numbe
Legal Description ��i- `5 t cc I(- 1 eco J�►�lvti- ('( t'' ` cr0, ParcelCCbEI
Floor Area o '-�'q.Ft. Sq Ft
Valuation of Work 7? CIO Proposed Work heated/cooled Pt5yi non-heated/coole
Class of Work(circle one): Chew Addition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial
If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A
Florida Product Approval #
For multiple products use product approval form
Describe in detail the type of work to be performed: tU Sn1" le F ^
Property Owner Information:
Name: -ctv1 Address: ,355 1t 'f7Lect
City c_ State
E-Mail or Fax#(Optional)
Contractor Information:
Company
Name:
l7t
AIL Qualifing Agent: Z
iP L- Cit Z%1 StateAddress
a 3�
Office Phone dll- 7 _ n o Job Site/Contact Number 7!2� _ ,?V9- 2"$v3 Fax# e/;6q-c2L((-y 7k b`
State Certification/Registration 4-C C�`a91q d
Architect Name &Phone #
Engineer's Name &Phone# �
Fee Simple Title Holder Name and Addre V-,--
Bonding Company Name and Address i
Mortgage Lender Name and Address
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prim'to tlue
issuance ofa permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null
and void if work is not commenced within six(6)mord)sor if constnrction or work is s¢rspended or abandoned for a period of six(6)months at anv time after
work is commenced. 1 understand that separate permiis must be secured for Electrical Work, Pbunbing, Mitts, Webs,Pools, Furnaces, Boilers,Heaters,
Tanks and.4ir Conditioners,etc
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RREECORDING YOUR NOTICE OF
I hereby certifi,that I leave read and examined this application and know the same lobe true and correct. All provisions of laws and ordinances goveriring this
h pe of wok 1vill be complied with whether speci ted lierein or not. The granting of a permit does not presume to give authority to violate or cancel the
wrmisions of anv other_federal,st�,or local law regulating cot
7St771ct)on OT'the per�077r!![I1Ce OfC077str7rc17o77.
zzSignature of Owner Signature of Contractor
/ Print Name �1 -
..............................................
Print Name �:�i � _1;-)� -6-,-,� '`
............................................................................. .....I.............................
Sworn to and subscribed before me Swom to and subscrib d before me
:his 34 Day of fl 24 20 I�7 this 3�_D Day of 20 7
Not ry Public State
gar°e Notary u is a e o Notary ublic ` `: Dayna H Williams
v0 V ub lc =o My Commission EE119675
Dayna H Williams w
oY My commission EE119675 'SOF Fly! fgtd 9'Y2211.10
'?�f FLOW Expires 06/07/2015
TREE & VEGETATION AFFIDAVIT
City of Atlantic Beach
Department of community Development FILE COPY
Planning&Zoning Division
,:v Ji3 800 Seminole Road Atlantic Beach,FL 32233
(P)904 247-5800 (F)904 247-5845 PERMIT# �s'=S �_ 79,7
SECTION I-APPLICANT INFORMATION r`Owner(s) (— Legal Authorized Agent*
i
NAME OF APPLICANT a, �`JL LZ 13yti
NAME OF COMPANY
ADDRESS OF COMPANY Lid L 3 27-3
PHONE CELL EMAIL
CONTRACTOR CERTIFICATION NUMBER Cl7j L (9
ATLBCH BUSINESS TAX RECEIPT NUMBER
SECTION II-SITE INFORMATION
STREET ADDRESS OF PROPERTY flu .
If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address.
LEGAL DESCRIPTION
LOT BLOCKSUBDIVISION l'f
f O L>
REAL ESTATE NUMBER 17 OSL _C,�.j OT OR PARCEL SIZE: rj l GCS SQ FT AC
RESIDENTIAL / COMMERCIAL OTHER(SPECIFY)
I affirm that 1 have reviewed the provisions of Chapter 23, 'Protection of Trees and Native Vegetation"of the Municipal Code of
Ordinances for the City of Atlantic Beach, FL and/or/have participated in a pre-application meeting with the Administrator of those
regulations. Subsequently,1 affirm that no regulated trees and no regulated vegetation will be destroyed and/or removed
from t7des,described o scent properties in conjunction with this project. //
NATURE OF OWNER SIGNATURE OF OWNER
Signed and sworn before me on this day of ��5� by State of*L
County of
Identification verified: a
Notary Public State of Fbrida
� Dayna H Williams
Oath sworn: MyCommission EE119875
r Yes NO Expiros08/07/2015
Notary Signa
My Commission expires:
Map Output Page 1 of 1
JAXGIS Property Information FILE COPY
}
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ao
JIM am aee
ss. m nt m
0-2P HANCE FLOOD HAZARD
sae
�
1708640000 sas ae0
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aw.en s.:aae
aas to sax �
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E# Vame ddress Tlanesactio re ...k-Pageap EDC vecuatio TANA
ffurfaceA
egal Descriptions Flood Zone shSi PAC66 one oneAMELIAST 8-34 17-2S-29E of inin 1A/70864 000 AMELIA PSL LLC AIVIEL C BEAC 2500 ll 170590145 418 EC H ATLANTIC BEACH 0.2 PCT ANNUAL CHANCE FLOOD HAZAR h i"l nterpris ONE A lannln2233 OT5 BLK 10 one one fst.
http://maps.coj.net/WEBSITE/DuvalMapsSQL/toolbar.asp 4/8/2015
MAP SHOWING BOUNDARY SURVEY OF
LOT 5, BLOCK 100, SECTION "H", ATLANTIC BEACH,
ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 18, PAGE 34,
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, FILE COPY
SUBJECT TO COVENANTS, EASEMENTS, AND RESTRICTIONS OF RECORD
CERTIFIED TO: CAMELIA PSL, LLC - OSBORNE & SHEFFIELD TITLE SERVICES, LLC
FIRST AMERICAN TITLE INSURANCE COMPANY
i I
LOT 4 1 LOT 4 102' (P)
BLOCK 99 BLOCK 100 102.48' (M)
1Z"
IP t o IP
NO CAP o NO CAP
(0.6') „D„ 2 0.9 )„ , (0.3') y
M POSSIBLE
2„ WELL �
LOT 5 � � LOT 5 I co O
BLOCK 99 BLOCK 100 v r�
VACANT '1
PROPERTY
C5 ,B„ POWER tom.]
— _ — — — (1_6 (21.5 ) (-f POLE
Y2" REBAR o » » Y2" IP
LOT 6 (#4083) 10 LOT 6 702.00' (M) ,4 I�NO CAP
BLOCK 99 1 BLOCK 100 1 �
1 102' (P)
PROPERTY ANGLES O
"A" = 99'02'27"
"B" = 89'32'57"
"C" = 91'00'23" I Z
"D" = 89'02'12"
"E" = 90'24'28" (# IP v '�
ONLINE
)
CONCRETE I m
4'CHAINLINK FENCE
6'WOOD FENCE
4'VINYL FENCE O O 1
SET 0 FOUNDQ Y2" IP
NO CAP i
ONLINE
ABBREVIATIONS A 1 I
WM=WATER METER
R/W= RIGHT OF WAY �z I '1
PC=POINT OF CURVATURE I R/W INTERSECTION
PT=POINT OF TANGENCY I �1 }!2" REBAR NO CAP
R=RADIUS
P=PLATTED — — — —
M= MEASURED FIELD DATA WEST FIRST STREET
IP=IRON PIPE „ IP ll 50' R/W
NO CAP v
ONLINE
NOTES 4.THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF
1. LEGAL DESCRIPTION PROVIDED BY CLIENT ABSTRACT OF TITLE. NOTICE:THERE COULD BE
2.THIS SURVEY REPRESENTS A BOUNDARY SURVEY TO SHOW ADDITIONAL EASEMENTS, COVENANTS AND RESTRICTIONS
ABOVE GROUND IMPROVEMENTS; UNDERGROUND OR OTHER MATTERS OF PUBLIC RECORD THAT MAY AFFECT
IMPROVEMENTS OR INSTALLATIONS NOT LOCATED EXCEPT AS THIS PARCEL.
SHOWN. 5.13EARINGS SHOWN ARE BASED ON INTERNAL ANGLES.
3. USE OF THIS SURVEY FOR PURPOSES OTHER THAN THAT 6. PROPERTY HEREON LIES IN FLOODZONE X ACCORDING TO
WHICH IT WAS INTENDED,WITHOUT WRITTEN VERIFICATION, FEMA FLOOD INSURANCE RATE MAP NO. 12031CO408H
WILL BE AT THE USER'S SOLE RISK 8s WITHOUT LIABILITY TO DATED 06-03-13.
THE SURVEYOR. NOTHING HEREON SHALL BE CONSTRUED TO
GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET
THOSE THE SURVEY WAS PREPARED FOR. FORTH BY THE FLORIDA DEPARTMENT OF AGRICULTURE
AND CONSUMER SERVICES, IN CHAPTER 5J-17, FLORIDA
TOP PRIORITY ADMINISTRATIVE CODE,PURSUANT TO SECTION 472.027,
FLORIDA STATUTES, UNLESS OTHERWISE SHOWN AND
STATED HEREON.
LAND SURVEYORS INC.
3780 KORI ROAD SUITE#7 JOB#: FL-15-6595
JACKSONVILLE, FL. 32257 FIELD SURVEY
OFFICE (904) 625-2006 DATE: 01-19-2015 C.H. WRIGHT, III, PSM
DRAFTED BY: TS FLORIDA REGISTERED CERTIFICATE # 4083
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL
LICENSED BUSINESS#7969 SCALE: 1"=30' RAISED SEAL OFA FLORIDA SURVEYOR AND MAPPER
'41 r3 G V
Provide construction site management plan. Right-of-Way Permit is required if using
right-of-way for construction parking.
Provide drainage plans showing site topography (flow arrows, etc.)
Provide erosion and sediment control plans with installation details. Silt fence is
required along front of property.
Provide impervious surface calculations for entire lot (existing and post construction).
Section 24-66(b) of the Land Development Regulations requires on-site storage for
increased run-off if adding 400 SF or more impervious surface. Provide Delta volume
calculations and on-site retention required per Section 24-66(b). Cannot approve prior
to drainage plan.
All runoff must remain on-site. Cannot raise lot elevation without measures to retain
runoff.
A Right-of-Way Permit must be obtained for use of parking on right-of-way.
Provide a pre-construction topographic survey prepared by a Florida Licensed
Professional Land Surveyor, showing 1' contours.