2012 Maple Ave 06-2085 SFRiw
m
PERMIT ADDRESS ,-a O k a 11 \-a C SUBDIVISION
CONTRACTOR 1) ULuL -4b- i� PERMIT # Qo t� 5 DATE
S IFADDRESS PERMIT DESCRIPTION^lam
9-1
F- -- 3 2� PERMIT VALUATION 1 d 2-
PHONE NUMBER 3 3 cJ S 2- cl S SQUARE FOOTAGE t Jq S
PROPERTY OWNER Cl L&Y
ADDRESS �� � - ` 4 q O
�a� nvo'�� cl 45
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
n
MISCELLANEOUS CONTRACTOR
C7
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PERMIT NUMBER FEE til
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
City of. Sanford
Certificate of Occupancy
This is to certify that the building located at 2012 Maple Ave for which permit number
06-2085 has heretofore been issued on May 08, 2006 and has been completed according to plans
and specifications filed in the office of the Building Official prior to the issuance of said building
permit, to wit as New Single Family Residence subdivision regulations ordinances of the City of
Sanford with the provisions of these regulations.
Staff Approval
Building:
R Addison
Engineering & Planning:
Date
11 /07/06
G Hyatt 11 /09/06
Public Works:
M Watson 11/08/06
Utilities:
R Blake 11/08/06
Fire Department:
Conditions (if blank, no conditions apply)
Cheralyn M King Q)3� YV1.'� .� 11/14/06
Property Owner Building Official e Date
BP210U01 CITY OF 5ANFORD
Application Miscellaneous Information Maintenance
11/14/06
12:57:00
Application number . . . . 06 00002085
Parcel Number 36.191"30:5'20-0000-1970
Address . . 2012 MAPLE
Type information, press Enter.
2=Change
4=Delete
5=Display
Opt Code
Date
Print
Miscellaneous Information
HISB
5/08/06
Y
NOC on file
_
HISB
11/06/06
Y
CO SIGN OFFS:
_
HISB
11/06/06
Y
P & E: GH 11/9/06
HISB
11/06/06
Y
PW: MW 11.08.06
HISB
11/06/06
Y
UTIL: RB 11.08.06
HISB
11/14/06
Y
FINAL F/S ON FILE
F3=Exit F6=Add F12=Cancel
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008
Federalstmergency Management Agency Exoires February 28. 2009
National Flood Insurance Program Important: Read the instructions on pages 1-8.
SECTION A - PROPERTY INFORMATION For Insurance Company Use:
Al. Building Owner's Name CHERALYN KING Pokccy Number
A2. Building Street Address (Including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number
2012 S. MAPLE AVENUE
City SANFORD State FL ZIP Code 32771
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
LOT 197, PINEHURST, PLAT BOOK 3, PAGE 71, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
A4. Budding Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat. 28D47.577' Long. 81D16,471' Horizontal Datum: ❑ NAD 1927 ® NAD 1983
A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 1
A8. For a building with a trawl space or enckosure(s), provide A9. For a building with an attached garage, provide:
a) Square footage of trawl space or enclosure(s) NA sq ft a) Square footage of attached garage NA sq ft
b) No. of permanent flood openings in the trawl space or b) No. of permanent flood openings in the attached garage
enclosure(s) walls within 1.0 foot above adjacent grade NA walls within 1.0 foot above adjacent grade NA
c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings in A9.b NA sq in
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name 3 Community Number B2. County Name 63. State
CITY OF SANFORD 120294 SEMINOLE FLORIDA
B4. MapfPanel Number
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s) (Zone
r � Date
Effe APR
Zones)
AO, use base nod depth)
12117CO045
E
APRILt1995
L
810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe)
1311. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe)
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)T ❑Yes ®No
Designation Date ❑ CBRS ❑ OPA
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
Cl. Building elevations are based on: ❑ Construction Drawings• ❑ Budding Under Construction* ® Finished Construction
•A new Elevation Certificate will be required when construction of the budding is complete.
C2. Elevations- Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete ftems C2.a-g
below according to the budding diagram specified in Item AT
Benchmark Utilized - Vertical Datum NGVD 1929
ConversiordComments
Check the measurement used.
a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ feet ❑ meters (Puerto Rico only)
b) Top of the next higher floor N4. ® feet ❑ meters (Puerto Rico only)
c) Bottom of the lowest horizontal structural member (V Zones only) NNA. ® feet ❑ meters (Puerto Rico only)
d) Attached garage (top of slab) NA-_ ® feet ❑ meters (Puerto Rico only)
e) Lowest elevation of machinery or equipment servicing the budding 499.83 ® feet ❑ meters (Puerto Rico only)
(Describe type of equipment in Comments)
0 Lowest adjacent (finished) grade (LAG) 440.Q ® feet ❑ meters (Puerto Rico only)
g) Highest adjacent (finished) grade (HAG) 499.4 ® feet ❑ meters (Puerto Rico only)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
information. I certify that the information on this Certificate represents my best efforts to interpret the data available.
l understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001.
❑ Check here if comments are provided on back of form.
Certifier's Name R. BLAIR KITNER License Number PSMF 3382
Title PRES Company Name KITNER SURVEYING, INC.
ACE
SIAL
IMPORTANT: in these spaces, copy the corresponding information from Section A. For Insurance Company Us%
Budding Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Poky Number
2012 SOUTH MAPLE AVENUE
City SANFORD State FL ZIP Code 32771 Company NAIC Number
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agenticompany, and (3) budding owner.
Comments A/C PAD ON NORTH SIDE OF BUILDING
Signature Date
El Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
b) Top of bottom floor (includkhg basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG.
E2. For Budding Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor
(elevation C2.b in the diagrams) of the budding is ❑ feet ❑ meters ❑ above or 0 below the HAG.
E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E4. Top of platform of machinery andlor equipment servicing the budding is ❑ feet ❑ meters ❑ above or ❑ below the HAG.
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management
ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or communily4mued BFE)
or Zone AO must sigh here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner's or Owners Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the communitys floodplain management ordinance can complete Sections A, B, C (or E),
and G of this Elevation Certificate. Complete the applicable Item(s) and sign below. Check the measurement used in Items G8. and G9.
G1.0 The information in Section C was taken from other documentation that has been sighed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. ❑ A community official completed Section E for a balding located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO.
G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes.
G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy issued
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement
G8. Elevation of as4budt lowest floor (including basement) of the budding: ,.❑ feet ❑ meters (PR) Datum _
G9. BFE or (in Zone AO) depth of flooding at the budding site: ❑ feet ❑ meters (PR) Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments
(AL
-ITNER
S U R V E Y I N G
13 November 2006
City of Sanford Building Department
300 North Park Avenue
Sanford, Florida 32771
Re: 2012 South Maple Avenue
To Whom It May Concern:
This is to certify that the finished floor elevation of the new building
constructed at the above site meets or exceeds the requirements of Section 6-
7 of the City of Sanford Building Code.
Should you have any questions or need additional information, please do not
hesitate to call.
Sincerely,
T. we, a � L
R. Blair Kitner
P.S.M. No. 3382
P.O. BOX 823 • SANFORD, FLORIDA 32772-0823 • (407) 322-2000
• PLAT OF BOUNDARY SURVEY p
• for
CHERALYN KING
Lagal description
LOT 197, PINEHURST, according to the Plat thereof as recorded in Plat Book 3, Page 71, of the Public Records
of Seminole County, Florida.
187
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1
188 CN�'o
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1
1
30.74'
196 Zsi
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om
128.36' PLAT) 20" OAK
89'37'05" W 125.31' ACTUAL 9 r
49.59' 32.22' I. I
197
OWER
/ POLE m
1 ST09y
Z
c6NC. ar/sTaao
s
FF. ELEV = 2.16
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7'
53'
(4
O
COV'p
2`
N 89*37 05" W 125.36" ACTUAL
128.37' PLAT)
198
SCALE: 1 "= 30'
SURVEY NOTES:
1) The street address of the above -described property is 2012 S. MAPLE AVENUE.
2) The above -described property lies in a Flood Zone X.
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SURVEYOR'S CERTIFICATE
This is to certify that I have made a Survey of the above described property and that the plat hereon delineated
is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical
Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes.
rMviaiura: / CERTIFIED CORRECT TO:
REVISED FOR FOUNDATION: 17 JULY 2WG (� CHERALYN KING
RcwlgEv FOR FINAL Su[vEy: 31 ocr• 2006 KITNER SURVEYING, INC. HARBOR FEDERAL SAVINGS BANK
R . BL A I R K I TNER - P.L.S. NO. 3382 DELTONA TITLE INSURANCE COMPANY
FIRST AMERICAN TITLE INSURANCE COMPANY
Post Office Box 823, Sanford, Fl. 32772-0823 ACCENT HOMES AND DEVELOPMENT, INC.
(407) 322-4-000
PROJECT NO: OGr - ( 0 SURVEY DATE: 11 JAµUARY 2000
CITY OF SANFORD PERMIT APPLICATION
Permit # :_ n �Q - d ll -5 Date:
Job Address: a ` M 0"p\9- Q.! 4-
Description of Work: __. \ t'.0 (--
Historic District: Zoning: Value of Work: S
Permit Type: Building Electrical -X,— Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Parcel #: _3 (1- \S 3 D -- S't O — on 0 p -- \qr-) b (Attach Proof of Ownership
& Legal Description)
Owners Name & Address: s +f o �, w ", Y�i 3
Phone:
Contractor Name & Addrest(: - j c ' L T-riL ID4 W, 0 ed c. r L
C9� Q State License Number: cC obb)SC/-)
Phone&Fax: 'htis-nnh�O -h05- 4 contact Person: h Phone• �7 '�nS-nnhLf
_�la-
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: Fax:
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 standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirea)opts of Florida Lien Law, FS 713. /% y.•
Signature of Owner/Agent
Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
— Produced ID
APPLICATION APPROVED BY: Bldg: Zoning:
(Initial & Date)
Special Conditions:
Signature of Contractop%e Date
Print ConRNo*State'of
gem ' Name
e Jennifar Almodovar
Sign Florida My Commission =721109
a wd Expires December 07 2007
Contractor/Agent is _ Personally Known to Me or -
- Produced ID
Utilities:
FD:
(Initial & Date) (Initial & Date) (Initial & Date)
CITY OF SANFORD PERMIT APPLICATION r
Permit # :_ _/ p� Date:
Job Address: 1 Z
Description of Work:
Historic District: -
Zoning:
Value of Work:
Total Square Footage
Permit Type: Building ____ Electrical _______ Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement _ New / (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer L.ines# of Gas Lines
Plumbing/New Residential: # of Water Closets _ Plumbing Repair - Residential or Commercial
Occupancy Type: Residential Commercial Industrial ----
Construction Type: # of Stories: _ # of Dwelling Units: Flood Zone: (FEMA form required)
Owners Name & Address:
"Contractor Name & Address:
L
Phone & Fax: --� '�Fl�� ` Contact Person:
Bonding Company: --
Address.
Morteaee Lender:
Address:
Architeet/Fugineer:
Address:
Phone:
State License Number: _CACB 571&__OCFZ .
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RF:SUI I 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that ma^ found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management distri s e agencies, or federal agencies.
Acceptance of permit is verification that 1 will notify the owner of the property of the
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
_ Produced ID
APPROVALS: ZONING:
Special Conditions:
Rev 03/2006
UTIL: FD:
Lien L , FS 713.
71010
•�.../A ...,� riot
Print
Signature of Notary -State of Florida Date
DEBBIE BLANTON
ma(CMMI
l'IF(�bl oPD t t
Contractor/Agent i n•
Produced ID �- ryl5V
Fi ?Vo t a Y Assoc. Co.
ENG: BLDG:
CITY OF SANFORD PERMIT APPLICATION
Permit # : NDd 4
Job Address:
Description of Work:
Historic District:
Zoning:
Permit Type: Building Electrical
Electrical: New Service — # of AMPS
Mechanical: Residential Non -Residential _
Plumbing/ New Commercial: # of Fixtures
Plumbing/New Residential: # of Water Closets _
Occupancy Type: Residential Commercial
Construction Type: # of Stories:
Owners Name & Address:
Contractor Name & Address: AIL,
Phone& 3re.�
Bonding Company:
Address:
Mortgage Leader
Address:
Architect/Engineer:
Address:
Date: -11 56Q(0
TotallSquare Footage
Value of Work: S 4 3 sv
Mechanical Plumbing Fire Sprinkler/Alarm Pool
Addition/Alteration Change of Service Temporary Pole
— Replacement New (Duct Layout & Energy Cale. Required)
# of Water & Sewer Lines # of Gas Lines
Plumbing Repair— Residential or Commercial
Industrial
# of Dwelling Units: Flood Zone: (FEMA form required)
Phone:
Mate Li14asee Nfumhp- G *C O -5 -71 —T
Contact Person J Ii�s!oN Phoue —,.,) Jr G 7.1 Y.— 0,* jt
Phone:
Fax:
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 standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITION FRS, etc.
QWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done incompliance with all applicable laws regulating
construction and zoning. 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.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements Florida Lien Law, FS 713.
Signature of Owner/Agent Date Si re of Contractor/Agent Date
Print Owner/Agent's Name Print Contractor/Age 's Name
Signature of Notary -State of Florida Date Signatu of to ot'I feffd8' J �.�r�
MY COMMISSION # DD 1"1
EXPIRES: February 25.2007
1$00.3 NO'. A iY rL :O"•!vY NSCOUnt As6M. Co.
Owner/Agent is, Personally Known to Me or Contractor/Agent is Personally Known to Me or L
Produced ID —Produced ID 1P_� C. /0
APPROVALS: ZONING
Special Conditions:
Rev 03/2006
UTIL: FD:
ENG: BLDG:
5 Permit t1: 0P `Z- �i "
JL Job Address 901;)s m
CITY OF SANFORD PERM -IT APPLICATION
Date:
Description of Work:
Historic District:Zoning: Value of W k: S�
Permit Type: Building
Electrical Mechanical plumbing Fire Sprinkler/Alarm _Pool
Electrical: New Service - # of AMPS i � � Addthon/Alteratrcxt Change
of Service Temporary Pole
Mechanical: Residential _V Non -Residential Replacement New kDuct Layout dr. Energy Calc. Required)
Plumbing/New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial
Occupancy Type: Residential _V"' Commercial Industrial Total Square Footage:
Construction Type: C `h # o tortes: # of Dwelling Units Flood Zone:.__ (FEMA form required for other than X)
Parcel if: ;(I 14 Gr—�—y— (Attach Pr9qf of Ownership & Legal Description)
Owners Name & Address: C
Contractor Name & Address:
State
Phone & Fax: — -
BondingCompany S� G C Lr t uI r()
Address: -
Mortgage Lender: �G �i zrr �� trC� SG.✓, %7G
Address �o R V q f� �i � G G �L
Address:
7 C/
Phone: — 77 —S
Fax:
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 standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS. and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO Y T�.IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECQ NCEMENT.
NOTICE-: In ad flic mcluircmrnu of this permit, lhcrc may be it a
;his county, tithe a may be additional permits required from other gov
Feplaw of permit is verification that I will notify the owner of the property
a �l1 SignalureeCV Owner/Agent Date
Print Owner/Agent's Nime
*� Q
er1
••�,lA\SSIOryF.0 ��y )� 0%.
* � � • � roduet�
n'. MDD446528
BY: Bldg:
ons:
Known to Me or
resuictions applicablc to this property that may be found in the public rccor& of
al entities such as water management districts, state encies, or federal agencies.
il`ttte requir is lorida a , FS'I .
Signature of Contractor/Agent Date
q
Print Contra or/Agent's Name
Signature of NotaryStsle of Florida Date
Contractor/Agent is Personally Known to Me or
s _ Produced ID I; N
Zoni ;*&3 tilities: ID'
Tinitial & ate) (Initial D e) (Initial A Date)
UZUITY IMPACT FEES
City of Sanford Building Division
Submittal Requirements for Residential Building Permit
1. Two (2) recent boundary and building location surveys showing setbacks from all
structures to property lines for permit for structures (not fences).
2. Two (2) complete sets of construction design drawings drawn to scale.
Complete sets to include:
a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details
of these footers with reinforcement bar replacement.
b. Floor plan indicating interior wall partitions and room identification, room dimensions,
door, window, and/or opening sizes, smoke detector location(s), landings, decks, stairs,
bathroom fixtures, and distances from walls. "The State of Florida requires bathroom
compliance with Florida Accessibility Code.
C. An elevation of all exterior walls - east, west, north, and south. Finish floor elevation
height as per Engineering Department or subdivision plat.
d. Cross sections of all wall sections to be used in the structure, bearing and non -bearing
interior and exterior walls, show all components of wall sections.
e. Framing plan for floor joists where conventionally framed. Plan is to indicate span, size
and species of materials to be used.
f. Engineered truss plan with details of bracing, engineered beams for spacing openings to
carry and support trusses.
g. Stair details with tread and riser dimensions, stringer size, methods of attachment,
placement of handrails and guardrails.
h. Square footage table showing footages:
1. Garages/Carports sq. ft.
2. Porches/Entries sq. ft.
3. Patio(s) sq. ft.
4. Conditioned Structure %. sq. ft.
5. Total Gross Area sq. ft.
3. Three (3) sets of completed Florida Energy Code Forms.
4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if
structure is to be built on fill, a report may be requested by the Building Official or his
representative.
5. Other submittal documents:
a. Utility letter or approval when public water supply and/or sewer system connection to
be made.
b. Septic tank permit issued by Seminole County Health Dept.
C. Arbor permit when trees to be removed from property. Contact the Engineering Dept.
for details regarding the arbor ordinance and permit.
d. Seminole County Road Impact fee statement.
e. Property ownership verification.
f. Driveway permit issued by City Engineering Department.
6. Application to be completed thoroughly and signatures provided by a licensed and insured
contractor and property owner. If electrical, mechanical, or plumbing permits have not been
issued, inspections will not be scheduled or made and subcontractors will be subject to penalty
under city ordinances.
Date Owner/Agent Signature
THIS INSTRUMENT PREPARE WICE OF COMMENCEMENt 0614 1'`9 0114; Qpq?
NAME t m98
ax
Permit No. 04: tom:
State of Florida
County of Sem
The undersigned hereby gives notice that in provement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement.
1. Description of property: (legal descripi .on of the
and street address if available) fca•-Pa36-
2. General description of improvement: S
3.
Owner information
a. Name and address e V 2 r a- 1
b. Interest in property F'c-
c. Name and address of fee simple tit leho der (if other than Owner)
4. Contractor
a. Name and address Pr c c A c ►,n e 5 a. t h e 0 P: n 4- l
�O q Rena w .0
b. Phone number 1 -7 -7 - S 712 Fax number
Surety
a. Name and address
6.
7.
b. Phone number
c. Amount of bond
Lender
a. Name and address b r- F t- w S V S , & rt k
b. Phone number -17 a _ u W -7 - S Z a a Fax number
Persons within the State of Florida de ignated by Owner upon whom notices or
provided by Section 713.13(1)(a)7., F orida Statutes:
a. Name and address
b. Phone number Fax number
8. In addition to himself or herself, Own x designates _Ma r h� 1= ele r-I.0 Q mq,; Fkzq J A #r7 : of
10^11AO41 4 ?,Q - R fy9 , f ! r,: �,to receive a copy of the Lienor's Notice as provided in Section
713.13(l)(b), Flo •da Statutes. 3 Sy
a. Phone number '7 �.-c!t, 7 a �• Fax number
9. Expiration date of notice of coommem -ment (the expiration date is I year from the date of recording unless a different
date is specified) ,
Signature of Owner
Fax number ,�,
Sworn to (or affirmed) and subscribed be ore me this V�a)_ day of Jn�� t , 20 O� , by
1 Personally Known Produced I lentification VJ
Type of Identification Produced F t _ K��Z)� 1 S O
��,° ANINETTE REYNOLDS
of Notary to Flori is $`r� Nniari FeMic. State of Florida
Commission Expires: My romm expires May 18, 2008
No, DO 320695
Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2
$.o
D"ID JOHNSON, CFA, ASA
$,f{
PROPERTY
a
APPRAISER
SEMINOLE COUNTY FL.
CARVER AVE
vt
a
1101 E. FIRST sT
SANFORD, FL 32771 -1468
D
4C7 - 665 - 7506
r
jr
- o0o0
2006 WORKING VALUE SUMMARY
GENERAL
Value Method: Market
Parcel Id: 35-19-30-523-0000-0540
Number of Buildings: 1
Owner: MC CLARY VERONICA
Depreciated Bldg Value: S83,471
Mailing Address: 129 YALE DR
Depreciated EXFT Value: $0
City,State,ZipCode: SANFORD FL 32771
Land Value (Market): $18,500
Property Address: 129 YALE DR SANFORD 32771
Land Value Ag: $0
Subdivision Name: ACADEMY MANOR UNIT 02
Just/Market Value: $101,971
Tax District: S1-SANFORD
Assessed Value (SOH): $51,539
Exemptions: 00-HOMESTEAD
Exempt Value: $25,000
Dor: 01-SINGLE FAMILY
Taxable Value: $26,539
Tax Estimator
SALES
Deed Date Book Page Amount Vac/Imp Qualified
QUIT CLAIM DEED 01/2002 04295 1024 $15,000 Improved No
QUIT CLAIM DEED 09/1990 02226 0020 $47,700 Improved No
CERTIFICATE OF 03/1990 02162 1282 $42,200 Improved No
2005 VALUE SUMMARY
TITLE
Tax Value(without SOH): $996
WARRANTY DEED 03/1988 01944 0188 $42,500 Improved Yes
2005 Tax Bill Amount: $500
TRUSTEE DEED 03/1988 01937 1773 $100 Improved No
Save Our Homes (SOH) Savings: $496
QUIT CLAIM DEED 12/1986 01817 0280 $100 Improved No
2005 Taxable Value: $25,038
TRUSTEE DEED 04/1986 01728 0591 $100 Improved No
DOES NOT INCLUDE NON -AD VALOREM
WARRANTY DEED 11/1985 01687 1237 $31,550 Improved No
p
ASSESSMENTS
SPECIAL 01/1977 01148 0108 $100 Improved No
WARRANTY DEED
CERTIFICATE OF 01/1977 01124 0140 $100 Improved No
TITLE
Find Comparable Sales within this Subdivision
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depth Land Unit Land
PLATS: Pick...
Method Units Price Value
LEG LOT 54 ACADEMY MANOR UNIT 2 PB
LOT 0 0 1.000 18,500.00 $18-500
16 PG 24
BUILDING INFORMATION
Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost
Num New
1 SINGLE
1973 6 1,080 1,409 1,377 BLACK $83,471 $97,913
FAMILY
Appendage / Sgft OPEN PORCH FINISHED / 32
Appendage / Sgft BASE SEMI FINISHED / 297
NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed
Porch Finished, Base Semi Finshed
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
*** If you recently purchased a homesteaded property our next eats property tax will be based on JustlMarket value.
http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=3 5193052300000540... 5/8/2006
Seminole County Property Appraiser CJet lntormaTion oy rarVIVl
185.9 Fle.
18A
Davin JOHNsoea. CPA, ASA
�,r. 194.0
N
17
PROPERTY o
187 0
n.o
APPRAISER <
,97
m
SEMINOLE COUNTY F
DL. 4
1101 E. FIRST 5T m
SANFORD, FL 32771-1468
3a 188.0
�"
<0 20.0
407-665-7506
X, ,3
199.9I
21
22
1'71 i � i
s
2006 WORKING VALUE SUMMARY
Value Method: Market
GENERAL
0
Parcel Id: 36-19-30-520-0000-1970
Number of Buildings:
Owner: KING CHERALYN M
Depreciated Bldg Value: $0
Mailing Address: PO BOX 950448
Depreciated EXFT Value: $0
City,State,ZipCode: LAKE MARY FL 32795
Land Value (Market): $12,220
Land Value Ag: $0
Property Address:
Just/Market Value: $12,220
Subdivision Name: PINEHURST
Assessed Value (SOH): $12,220
Tax District: Si-SANFORD
$0
Exempt Value:
Exemptions:
Dor: 00-VACANT RESIDENTIAL
Taxable Value: $12,220
Tax Estimator
2005 VALUE SUMMARY
SALES
2005 Tax Bill Amount: $244
Deed Date Book Page Amount Vaclimp Qualified
2005 Taxable Value: $12,220
WARRANTY DEED 07/1996 03097 0962 $49,200 Improved Yes
DOES NOT INCLUDE NON -AD VALOREM
Find Comparable Sales within this Subdivision
ASSESSMENTS
LAND
LEGAL DESCRIPTION
Land Assess Frontage Depth Land
Unit
Price
Land
Value
PLATS: Pick...
Method Units
FRONT FOOT & 52 129 .000
250.00
$12,220
LEG LOT 197 PINEHURST PB 3 PG 71
DEPTH
NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad
valorem tax purposes.
"' If you recently purchased a homesteaded property
your next
ear's property
tax will be based on Just/Market value.
http://www.scpafl.org/pls/web/re_web.seminole_county_title?PARCEL=36193052000001970&cowner=... 11 /3/2005
FORM 60OA-2004 EnergyGauge® 4.0
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: CHERALYN KING Builder: ACCENT HOMES
Address: i a ` Permitting Office: C-+
City, State: 3� ► Permit Number: 0 (o �S S
Owner: I i oC Jurisdiction Number: 9 1 fy �
Climate zone: Ce ral �1
1. New construction or existing
New _
2. Single family or multi -family
Single family
3. Number of units, if multi -family
I _
4. Number of Bedrooms
3 _
5. Is this a worst case?
No _
6. Conditioned floor area (W)
1274 fN _
7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default)
a. U-factor:
Description Area
(or Single or Double DEFAULT) 7a(Sngle Default) 50.61[12 r
b. SHGC:
(or Clear or Tint DEFAULT) 7b.
(Clear) 50.6 ft' _
8. Floor types
a. Slab -On -Grade Edge Insulation
R=0.0, 156.0(p) ft _
b. N/A
c. N/A
-
9. Wall types
a. Concrete, Int Insul, Exterior
R=4.1, 1260.0 W ,
b. N/A
_
c. N/A
d. N/A
e. N/A
_V
10. Ceiling types
_
a. Under Attic
R=30.0, 1274.0 ft'
b. N/A
_
c. N/A
_
11. Ducts
_
a. Sup: Unc. Ret: Unc. AH: Interior
Sup. R=6.0, 45.0 It
b. N/A
12. Cooling systems
a. Central Unit
b. N/A
c. N/A
13. Heating systems
a. Electric Heat Pump
b. N/A
c. N/A
14. Hot water systems
a. Electric Resistance
b. N/A
a Conservation credits
(HR-Heat recovery, Solar
DHP-Dedicated heat pump)
15. HVAC credits
(CF-Ceiling fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.09 Total as -built points: 17963 PASS
Total base points: 20472
Cap: 30.0 kBtu/hr _
SEER:13.00 _
Cap: 30.0 k$tu/hr -
HSPF: 7.70
Cap: 50.0 gallons _
EF: 0.90 _
1 hereby certify that the plans and specifications covered by i j Review of the plans and gr
this calculation are in compliance with the Florida Energy specifications covered by this
Code. // calculation indicates compliance
PREPARED BY: G4 / j with the Florida Energy Code. E '�
DATE' Before construction is completed
- this building will be inspected for i
I hereby certify that this building, as desig ed, is in compliance compliance with Section 553.908
with the Florida Energy C e. ! Florida Statutes. Cpa t+v6
OWNER/AGENT: BUILDING OFFICIAL:
DATE: 0 ; DATE: i
1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4.
EnergyGauge® (Version: FLRCSB v4.0)
FORM 60OA-2004 EnergyGauge® 4.0
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: CHERALYN KING Builder: ACCENT HOMES
Address: Permitting Office:
City, State: Permit Number:
Owner: Jurisdiction Number:
Climate Zone: Central
L New construction or existing
New _
2. Single family or multi -family
Single family _
3. Number of units, if multi -family
1 _
4. Number of Bedrooms
3 _
5. Is this a worst case?
No _
6. Conditioned floor area (W)
1274 ft= _
7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default)
a. U-factor:
Description Area
(or Single or Double DEFAULT) 7a(Sngle Default) 50.6 ft' _
b. SHGC:
(or Clear or Tint DEFAULT) 7b.
(Clear) 50.6 ft= _
8. Floor types
a. Slab -On -Grade Edge Insulation
R=0.0, 156.0(p) ft _
b. N/A
_
c. N/A
_
9. Wall types
a. Concrete, Int Insul, Exterior
R=4.1, 1260.0 W _
b. N/A
_
c. N/A
d. N/A
e. N/A
_
10. Ceiling types
_
a. Under Attic
R=30.0, 1274.0 W
b. N/A
_
c. N/A
_
11. Ducts
_
a. Sup: Unc. Ret: Unc. AH: Interior
Sup. R=6.0, 45.0 ft
b. N/A
12. Cooling systems
a. Central Unit
b. N/A
c. N/A
13. Heating systems
a. Electric Heat Pump
b. N/A
c. N/A
14. Hot water systems
a. Electric Resistance
b. N/A
c. Conservation credits
(HR-Heat recovery, Solar
DHP-Dedicated heat pump)
15. HVAC credits
(CF-Ceiling fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.09 Total as -built points: 17963 PASS
Total base points: 20472
Cap: 30.0 kBtu/hr -
SEER:13.00 _
Cap: 30.0 kBtu/hr _
HSPF: 7.70
Cap: 50.0 gallons _
EF: 0.90
I hereby certify that the plans and specifications covered by j Review of the plans and ST
this calculation are in compliance with the FI 'da Energy specifications covered by this o4p
Code. ,� r calculation indicates compliance ha,'cj
PREPARED BY: ;with the Florida Energy Code. b
DATE:,. Before construction is completed
this building will be inspected for
I herebycertify that this builds s desi designed, is in compliance
gcompliance with Section 553.908
with the Florida Energy C I G'pD
Florida Statutes. ► E
OWNER/AGENT: BUILDING OFFICIAL:
DATE: .2 j I DATE:
1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4.
EnergyGauge® (Version: FLRCSB v4.0)
FORM 60OA-2004 EnergyGauge® 4.0
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: CHERALYN KING Builder: ACCENT HOMES
Address: Permitting Office:
City, State: Permit Number:
Owner: Jurisdiction Number:
Climate Zone: Central
1. New construction or existing
New
2. Single family or multi -family
Single family _
3. Number of units, if multi -family
1 _
4. Number of Bedrooms
3 -
5. Is this a worst case?
No _
6. Conditioned floor area (ft')
1274 ft2 -
7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default)
a. U-factor:
Description Area
(or Single or Double DEFAULT) 7a(Sngle Default) MAW _
b. SHGC:
(or Clear or Tint DEFAULT) 7b.
(Clear) 50.6 ft' -
8. Floor types
a. Slab -On -Grade Edge Insulation
R=0.0, 156.0(p) ft -
b. N/A
i
c. N/A
-
9. Wall types
a. Concrete, Int Insul, Exterior
R=4.1, 1260.0 ft- _
b. N/A
_
c. N/A
d. N/A
e. N/A
_
10. Ceiling types
-
a. Under Attic
R=30.0, 1274.0 fF
b. N/A
_
c. N/A
_
11. Ducts
_
a. Sup: Unc. Ret: Unc. AH: Interior
Sup. R=6.0, 45.0 ft
b. N/A
12. Cooling systems
a. Central Unit
b. N/A
c. N/A
13. Heating systems
a. Electric Heat Pump
b. N/A
c. N/A
14. Hot water systems
a. Electric Resistance
b. N/A
c. Conservation credits
(HR-Heat recovery, Solar
DHP-Dedicated heat pump)
15. HVAC credits
(CF-Ceiling fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.09 Total as -built points: 17963 PASS
Total base points: 20472
I hereby certify that the plans and specifications covered by j j Review of the plans and
this calculation are in com hence with the Flo' a Energy specifications covered by this
Code. ! calculation indicates compliance
PREPARED BY: Y i with the Florida Energy Code.
DATE: 2^ A 1 Before construction is completed
this building will be Inspected for
I hereby certify that this building, a designed, is in compliance
with the Florida Energy C j 1 compliance with Section 553.908
i Florida Statutes.
OWNER/AGE T: BUILDING OFFICIAL:
DATE: DATE:
1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4.
EnergyGaugee (Version: FLRCSB v4.0)
Cap: 30.0 kBtu/hr _
SEER:13.00 -
Cap: 30.0 kBtu/hr -
HSPF: 7.70
Cap: 50.0 gallons -
EF: 0.90
FORM 60OA-2004 EnergyGauge® 4.0
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , . , PERMIT #:
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BSPM
= Points
Overhang
Floor Area
Type/SC
Omt
Len Hgt
Area X SPM X SOF = Points
.18 1274.0 26.78
5911.9
Single, Clear
N
0.0 0.0
18.6
30.19 1.00
560.3
Single, Clear
S
0.0 0.0
52.5
48.22 1.00
2633.3
Single, Clear
E
0.0 0.0
28.2
63.97 1.00
1805.4
Single, Clear
W
0.0 0.0
9.4
57.68 1.00
542.6
Single, Clear
W
0.0 0.0
9.4
57.68 1.00
542.5
As -Built Total:
118.1
5984.1
WALL TYPES
Area X
BSPM =
Points
Type
R-Value Area
X SPM =
Points
Adjacent
0.0
0.00
0.0
Concrete, Int Insul, Exterior
4.1
1260.0
1.18
1486.8
Exterior
1260.0
1.90
2394.0
Base Total:
1260.0
2394.0
As -Built Total:
1260.0
1486.8
DOOR TYPES
Area X
BSPM =
Points
Type
Area
X SPM =
Points
Adjacent
0.0
0.00
0.0
Exterior Wood
20.3
7.20
145.8
Exterior
38.8
4.80
186.3
Exterior Wood
18.6
7.20
133.6
Base Total:
38.8
186.3
As -Built Total:
38.8
279.5
CEILING TYPES Area X
BSPM =
Points
Type
R-Value
Area X SPM X SCM =
Points
Under Attic
1274.0
2.13
2713.6
Under Attic
30.0
1274.0 2.13 X 1.00
2713.6
Base Total:
1274.0
2713.6
As -Built Total:
1274.0
2713.6
FLOOR TYPES
Area X BSPM =
Points
Type
R-Value Area
X SPM =
Points
Slab
156.0(p)
-31.8
-4960.8
Slab -On -Grade Edge Insulation
0.0
156.0(p
-31.90
4976.4
Raised
0.0
0.00
0.0
Base Total:
-4960.8
As -Built Total:
156.0
-4976.4
INFILTRATION
Area X
BSPM =
Points
Area X SPM =
Points
1274.0
14.31
18230.9
1274.0
14.31
18230.9
EnergyGaugeO DCA Form 60OA-2004 EnergyGauge4&/FlaRES'2004 FLRCSB v4.0
FORM 60OA-2004 EnergyGauge® 4.0
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , . , PERMIT #:
BASE
AS -BUILT
Summer Base Points: 24475.9
Summer As -Built Points:
23718.5
Total Summer X System = Cooling
Total X Cap
X Duct X System X
Credit
= Cooling
Points Multiplier Points
Component Ratio
Multiplier Multiplier
Multiplier
Points
(System - Points)
(DM x DSM x AHU)
(sys 1: Central Unit 30000 btuh ,SEER/EFF(13.0) Ducts: Unc(S),Unc(R),Int(AH),IRS. 0(INS)
23718 1.00
(1.09 x 1.150 x 0.90) 0.262
1.000
6999.5
24475.9 0.4266 10441.4
23718.5 1.00
1.126 0.262
1.000
6999.5
EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0
FORM 60OA-2004 EnergyGauge® 4.0
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BWPM =
Points
Overhang
Floor Area
Type/SC
Omt Len Hgt
Area X WPM X WOF = Poin
.18 1274.0
5.86
1343.8
Single, Clear
N 0.0 0.0
18.6 15.07 1.00
279.7
Single, Clear
S 0.0 0.0
52.5 9.90 1.00
520.0
Single, Clear
E 0.0 0.0
28.2 12.37 1.00
349.1
Single, Clear
W 0.0 0.0
9.4 13.25 1.00
124.6
Single, Clear
W 0.0 0.0
9.4 13.26 1.00
124.6
As -Built Total:
118.1
1390.0
WALL TYPES
Area X
BWPM
= Points
Type
R-Value
Area X WPM =
Points
Adjacent
0.0
0.00
0.0
Concrete, Int Insul, Exterior
4.1
1260.0 3.31
4164.3
Exterior
1260.0
2.00
2520.0
Base Total:
1260.0
2620.0
As -Built Total:
1260.0
4164.3
DOOR TYPES
Area X
BWPM
= Points
Type
Area X WPM =
Points
Adjacent
0.0
0.00
0.0
Exterior Wood
20.3 7.60
153.9
Exterior
38.8
5.10
197.9
Exterior Wood
18.6 7.60
141.1
Base Total:
38.8
197.9
As -Built Total:
38.8
295.0
CEILING TYPES Area X
BWPM
= Points
Type
R-Value Area X WPM X WCM =
Points
Under Attic
1274.0
0.64
815A
Under Attic
30.0
1274.0 0.64 X 1.00
815.4
Base Total:
1274.0
816.4
As -Built Total:
1274.0
816.4
FLOOR TYPES
Area X
BWPM
= Points
Type
R-Value
Area X WPM =
Points
Slab
156.0(p)
-1.9
-296.4
Slab -On -Grade Edge Insulation 0.0
156.0(p 2.50
390.0
Raised
0.0
0.00
0.0
Base Total:
-296.4
As -Built Total:
166.0
390.0
INFILTRATION
Area X BWPM = Points
Area X WPM =
Points
1274.0
-0.28
-356.7
1274.0 -0.28
-356.7
EnergyGauge® DCA Form 60OA-2004 EnergyGaugeO/FlaRES'2004 FLRCSB v4.0
FORM 60OA-2004 EnergyGauge® 4.0
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE
AS -BUILT
Winter Base Points:
4224.0
Winter As -Built Points:
6705.9
Total Winter X System =
Heating
Total X Cap
X Duct X System X
Credit =
Heating
Points Multiplier
Points
Component Ratio
Multiplier Multiplier
Multiplier
Points
(System - Points)
(DM x DSM x AHU)
(sys 1: Electric Heat Pump 30000 btuh ,EFF(7.7) Ducts: Unc(S),Unc(R),lnt(AH),R6.0
6705.9 1.000
(1.078 x 1.160 x 0.92) 0.443
1.000
3419.5
4224.0 0.6274
2660.1
6705.9 1.00
1.150 0.443
1.000
3419.6
EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0
FORM 60OA-2004 EnergyGauge® 4.0
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE
AS -BUILT
WATER HEATING
Number of X Multiplier
= Total
Tank EF
Number of X Tank X Multiplier X Credit = Total
Bedrooms
Volume
Bedrooms Ratio Multiplier
3 2460.00
7380.0
50.0 0.90
3 1.00 2514.67 1.00 7544.0
As -Built Total:
7544.0
CODE
COMPLIANCE STATUS
BASE
AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
= Total
Points
Cooling + Heating + Hot Water = Total
Points Points Points Points
10441 2660
7380
20472
7000 3420 76" 17963
PASS
EnergyGaugeTO DCA Form 60OA-2004 EnergyGaugeWlaRES'2004 FIRCSB v4.0
FORM 60OA-2004 EnergyGauge® 4.0
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
--- --
ADDRESS: , , , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION
REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC.1.1
Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area.
Exterior & Adjacent Walls 606.1.ABC.1.2.1
Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between wells and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from, and is sealed to, the foundation to the top plate.
Floors 606.1.ABC.1.2.2
Penetrations/openings >1/8" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings 606.1.ABC.1.2.3
Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures 606.1.ABC.1.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 1 /2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Mufti -story Houses 606.1.ABC.1.2.5
Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts 606.1.ABC.1.3
Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
DA-AA V I MCK I" r-WoKir 1 IVt IYItA,UKC:i JMUSL De met, Or eXCeet]ed DY all realtlenCes.)
COMPONENTS
SECTION
REQUIREMENTS CHECK
Water Heaters
612.1
Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir
breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required.
Swimming Pools & Spas
612.1
Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads
612.1
Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems
610.1
All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Duds in unconditioned attics: R-6 min. insulation.
HVAC Controls
607.1
Separate readily accessible manual or automatic thermostat for each system.
Insulation
604.1, 602.1
Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGaugeTm DCA Form 60OA-2004 EnergyGaugeVFIaRES'2004 FLRCSB v4.0
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* = 86.1
The higher the score, the more efficient the home.
l . New construction or existing
New _
2. Single family or multi -family
Single family _
3. Number of units, if multi -family
1 _
4. Number of Bedrooms
3 _
5. Is this a worst case?
No _
6. Conditioned floor area (W)
1274 ft'
7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default)
a. U-factor:
Description Area
(or Single or Double DEFAULT)
7a(Sngle Default) 50.6 ft' -
b. SHGC:
(or Clear or Tint DEFAULT)
7b. (Clear) 50.6 ft' _
8. Floor types
a. Slab -On -Grade Edge Insulation
R=0.0, 156.0(p) ft _
b. N/A
_
c. N/A
_
9. Wall types
a. Concrete, Int Imul, Exterior
R=4.1, 1260.0 ft= _
b. N/A
_
c. N/A
_
d. N/A
_
e. N/A
_
10. Ceiling types
a. Under Attic
R=30.0, 1274.0 W _
b. N/A
_
c. N/A
_
11. Ducts
a. Sup: Unc. Ret: Unc. AH: Interior
Sup. R=6.0, 45.0 ft _
b. N/A
12. Cooling systems
a. Central Unit
b. N/A
c. N/A
13. Heating systems
a. Electric Heat Pump
b. N/A
c. N/A
14. Hot water systems
a. Electric Resistance
b. N/A
c. Conservation credits
(HR-Heat recovery, Solar
DHP-Dedicated heat pump)
15. HVAC credits
(CF-Ceiling fan, CV -Cross ventilation,
HF-Whole house fan,
PT -Programmable Thermostat,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date:
Address of New Home:
City/FL Zip:
Cap: 30.0 kBtu/hr
SEER:13.00 _
Cap: 30.0 kBtu/hr
HSPF: 7.70
Cap: 50.0 gallons
EF: 0.90
*NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE EnergyStar7mdesignation),
your home may gualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building
Construction, contact the Department of Community Affairs at 8501487-1824.
1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2&4.
areas,
(Version: FLRCSyB v4.0)
* ResmanuJ(c) Version 3 *
RESIDENTIAL HEAT GAIN / HEAT LOSS CALCULATION
(BASED ON A.C.C.A. MANUAL J - EIGHTH EDITION (c) 1998 by A.C.C.A.)
Prgject •
(Prepared by:
Address
NULL
I
City .
NULL
1
State/Zip
NULL NULL
I
Owner
NULL
ITEL:
Builder
ACCENT HOMES
IFAX:
HVAC Contr
lemail:
---------------------------------------------------------------------------------------------
Cond Floor Area = 1274 (Total
Glass Area = 118
Conditioned Floor Area to Total
Glass Area Ratio = 9.3%
---------------------------------------------------------------------------------------------
* USA Climatic Conditions
& Design Conditions *
---------------------------------------------------------------------------------------------
Geographical Location I
New Smyrna Beach, Florida
North Latitude / Elevation 1
28.7° 31Ft. Above Sea Level
Outdoor Winter Dry Bulb 1
350
Indoor Winter Dry Bulb 1
70°
Winter Temperature Diff. (wTd) 1
350
Outdoor Summer Dry Bulb 1
900
Outdoor Summer Wet Bulb 1
77°
Outdoor Summer Hum. Ratio Gr/Lb 149
Indoor Summer Relaltive Hum. 1
50%
Indoor Summer Design Gr/Lb. 1
56
Indoor Summer Dry Bulb 1
75°
Summer Temperature Diff.(sTd) 1150
---------------------------------------------------------------------------------------------
Summer Daily Range 1
15° (Medium Deviation)
* HEATING SUMMARY * CHERALYN KING.enb
* COOLING SUMMARY *
---------------------------------------------------------------------------------------------
SUBTOTAL
25895.4 1
STRUCTURE SENSIBLE
-
10553.6
1
OCCUPANTS
+
1800.0
1
APPLIANCES
+
1200.0
1
SUBTOTAL SENSIBLE
-
13553.6
DUCT LOSS
+ 1294.8 1
DUCT GAIN
+
1355.4
TOTAL LOSS
= 27190.2 I
TOTAL SENSIBLE
-
14909.0
MECHANICAL VENT.-
50 CFM - 1925.0 1
MECHANICAL VENT.- 50 CFM
=
825.0
1
TEMP.SWING 3.00@ 950
x
1.0
MINIMUM EQUIPMENT
------------------------------------------------
LOSS = 29115.2 1
MINIMUM EQUIPMENT SENSIBLE
=
15734.0
20% OVERSIZE LOSS
I
5823.0 1
--------------------------------------------
20% OVERSIZE SENSIBLE
=
3146.8
EQUIPMENT LOSS
+ 29115.2 1
EQUIPMENT SENSIBLE
+
15734.0
MAXIMUM EQUIPMENT LOSS = 34938.2 1
------------------------------------------------ I
MAXIMUM EQUIPMENT SENSIBLE
--------------------------------------------
=
18880.8
I
TOTAL LATENT
=
5552.5
1
EQUIPMENT SENSIBLE
+
15734.0
---------------------------------------------------------------------------------------------
I
EQT.SENSIBLE + LATENT
=
21286.5
---------------------------------------------------------------------------------------------
* AIR FLOW
FACTORS *
HEATING FACTOR
(BTUH/CFM) - 31.8 I
COOLING FACTOR (BTUH/CFM)
=
13.6
HEATING CFM
---------------------------------------------------------------------------------------------
= 915.0 1
COOLING CFM
=
933.8
---------------------------------------------------------------------------------------------
* EQUIPMENT
SELECTION
EQT. MANUF RHEEM
I
SENSIBLE19600
(BTUH)
COND.UNIT MOD#
12PJA30 I
LATENT CL_G_7400
(BTUH)
AIR HAND. MOD#
RBHC17J06NFG I
TOTAL CLG29200
(BTUH)
HEATING INPUT_28800
1
TONAGE274
HEATING OUTPUT_28800
1
(S)EER__13.0
HEATING CFM 1113@.5SP
I
COOLING CFM_1113@.5SP
AFUE/COP/HSPF
---------------------------------------------------------------------------------------------
7.70 I
TYPE HP
Calculation Procedures A,B,C,D
i I
Procedure A Winter Infiltration HTM I
I-----.------------------------------------------------------------------------------------ I
11. Winter Infiltration CFM Envelope Evaluation #3 (Very Good) I
I .7 Air Changes per hour x 10192 Cubic ft. x .0167 = 119.1 CFM
I I
12. Winter Infiltration Btuh I
I 1.1 x 119.1 CFM x 35 Degrees Winter TD = 4587.1 BTUH I
I I
i 3. Winter Infiltration HTM I
I 4587.1 Btuh / 118.1 Sq.Ft of total Glass & Door areas = 38.8 HTM I
I I
I I
I Procedure B Summer Infiltration HTM I
I-------------------------------------------------------------------------------------------I
11. Summer Infiltration CFM Envelope Evaluation #3 (Very Good) I
I .35 Air Changes per hour x 10192 Cubic ft. x .0167 = 59.6 CFM I
I I
12. Summer Infiltration Btuh
I 1.1 x 59.6 CFM x 15 Degrees Summer TD = 982.9 BTUH I
I I
13. Summer Infiltration HTM i
I 982.9 Btuh / 118.1 Sq.Ft of total Glass & Door areas = 8.3 HTM
I I
I I
I Procedure C Latent Infiltration I
I-------------------------------------------------------------------------------------------I
I 0.68 x 56 grains difference @ 50 RH x 59.6 CFM = 2268.5 BTUH I
I i
I I
( Procedure D Equipment Sizing
I-------------------------------------------------------------------------------------------I
11. Sensible Sizing Load
i I
I Sensible Ventilation Load I
I 1.1 x 50 VENT CFM x 15 Degrees Summer TD = 825.0 BTUH I
I Sensible Load for Structure + 10553.6 BTUH
I Sum of Ventilation & Structure Loads = 11378.6 BTUH I
I Rating & Temperature Swing Multiplier (3.0°@ 95°) x 1.0 RSM
I Equipment Sizing Load - Sensible = 11378.6 BTUH I
I i
12. Latent Sizing Load
I I
I Latent Ventilation Load
I 0.68 x 50 VENT CFM x 56 differance = 1904.0 BTUH I
I Internal Loads = 230 Btuh x 6 people + 1380.0 BTUH I
I Infiltration Load from Procedure C + 2269.6 BTUH I
I Equipment Sizing Load - Latent = 5552.5 BTUH I
I I
Abbreveations
* Glass/Windows
S.C.=
Single Clear
I S.T. = Single
Tint I
S.R. =
Single Reflective
D.C.=
Double Clear
I D.T. = Double
Tint i
D.R. =
Double Reflective
T.C.=
Triple Clear
I T.T. = Triple
Tint I
T.R. =
Triple Reflective
Shdg= Shading I Ovhg
= Overhang I Btm = Bottom
I Hgt =
Height
I Sc = Shading Coefficient
* Inside Shading
N.S.= No
shades I
D/B = Drapes or
Blinds
I R.S.
= Roller
Shades
* Other
*
Whtm = Winter
Heat Transfer Multiplier I
Shtm =
Summer
Heat Transfer Multiplier
Infiltration
Vs: l..Sub
Standard/Poor 12..Standard
13..Better
14..Excellent
Building Componet Heat Loss
& Gain
Calculations
Dir. Ext.Shdg Type
Shdg OvHg Botm Hgt Sc
Area
Whtm
Loss/Btuh
Shtm
Gain/Btuh
N -No Shdg Fctr S.C.
R.S. 1.0
4.0 n/a 1.0
18.6
40.4
751.4
21.0
390.6
S -All Shaded S.C.
---------------------------------------------------------------------------------------------
R.S. 1.0
4.0 6.0 1.0
52.5
40.4
2121.0
21.0
1102.5
E -Shaded Area S.C.
R.S. 1.0
4.0 4.2 1.0
1.1
21.0
23.1
E -Solar Area S.C.
R.S. 1.0
4.0 4.2 1.0
27.1
64.0
1734.4
E -Total Area S.C.
R.S. 1.0
4.0 4.2 1.0
28.2
40.4
1139.3
---------------------------------------------------------------------------------------------
W -Shaded Area S.C.
R.S. 1.0
4.0 4.2 1.0
0.4
21.0
8.4
W -Solar Area S.C.
R.S. 1.0
4.0 4.2 1.0
9.0
64.0
576.0
W -Total Area S.C.
---------------------------------------------------------------------------------------------
R.S. 1.0
4.0 4.2 1.0
9.4
40.4
379.8
W -Shaded Area S.C.
R.S. 1.0
4.0 4.2 1.0
0.4
21.0
8.4
W -Solar Area S.C.
R.S. 1.0
4.0 4.2 1.0
9.0
64.0
576.0
W -Total Area S.C.
---------------------------------------------------------------------------------------------
R.S. 1.0
4.0 4.2 1.0
9.4
40.4
379.8
Glass Infiltration:
118.1
38.8
4582.3
8.3
980.2
Glass Sub Totals:
118.1
9353.6
5399.6
Componet Type
a aaaaaassaaxaassassxQaaaasaassasaaaaaaas-a=saasaasaaaasaaaaaasaasassaasasasmaa=s=aaaaaasassas
Exposure
R-Value
Area
Whtm
Loss/Btuh
Shtm
Gain/Btuh
N/W C.B. - Int Insul
Exterior
4.1
1260.0
6.6
8316.0
2.2
2772.0
Solid Core/Wood
Exterior
n/a
20.25
19.6
396.9
10.4
210.6
Solid Core/Wood
Exterior
n/a
18.5625
19.6
363.8
10.4
193.1
Door Infiltration:
38.8125
38.8
1505.9
8.3
322.1
Slab on Grade
0
156.0
28.4
4430.4
0
0
Under Attic
30.0
1274.0
1.2
1528.8
1.3
1656.2
SUPPORT
REPORT
JOB DESCRIPTION: 9766
WIND CODE:
VARIES
WIND
MPH: 120
BLDG
TYPE: PARTIALLY
OPEN
'.TRUSS
'TRUSS
SUPPORT
SUPPORT
BEARING
BEARING
REACT.
REACT.
MAX WIND
I)ESC
SPAN-ft
SIZE -in.
TYPE
XLOC-ft.
YLOC-ft.
MAX.--#
MAX.-#
UPLFT.-#
Cl
28.000
8.000
WALL
0.000
8.000
1321
-516
C1
28.000
8.000
WALL
27.333
8.000
1321
-516
-------------------------------------------------------------------------------
C1A
23.000
2.500
WALL
0.000
8.000
941
-347
CIA
2.3.000
2.500
WALL
22.792
8.000
941
-347
-------------------------------------------------------------------------------
CIR
18.000
3.000
WALL
0.000
8.000
1146
CIB
18.000
3.000
WALL
17.750
8.000
1146
--------------------------------------------------------------------------------
C2
28.000
8.000
WALL
0.000
8.000
1242
-485
C:2.
28.000
8.000
WALL
27.333
8.000
1323
-517
-------------------------------------------------------------------------------
C:J1.
1.000
3.000
WALL
0.000
8.000
191
-180
CJ1
1.000
1..500
NAILED
1.000
8.000
22
-10
-180
CJ1.
1.000
1.500
NAILED
1.000
8.462
30
-30
-180
-------------------------------------------------------------------------------
C,J3
3.000
3.000
WALL
0.000
8.000
216
-180
CJ3
3.000
1.500
NAILED
3.000
8.000
41
-180
C1113
3.000
1.500
NAILED
3.000
9.295
59
-180
-------------------------------------------------------------------------------
CJ5
5.000
3.000
WALL
0.000
8.000
282
-180
CJ5
5.000
1.500
NAILED
5.000
8.000
65
-180
CJ5
5.000
1.500
NAILED
5.000
10.128
115
-180
--------------------------------------------------------------------------------
I,J7
7.000
3.000
WALL
0.000
8.000
354
-180
Ni,/
7.000
1.500
NAILED
7.000
8.000
91
-180
I',J7
7.000
1.500
NAILED
7.000
10.962
1.71
-180
_--------------------------------------------------------------------------------
CI',1
28.000
336.000
WALL
0.000
8.000
2258
-772
-------------------------------------------------------------------------------
GE2
28.000
336.000
WALL
0.000
8.000
2264
-774
-------------------------------------------------------------------------------
GI?3
23.000
276.000
WALL
0.000
8.000
1882
-641
-------------------------------------------------------------------------------
II7A
18.000
3.000
WALL
0.000
8.000
1371
-532
H7A
1.8.000
3.000
WALL
17.750
8.000
1371
-532
-------------------------------------------------------------------------------
11J'1
9.899
4.243
WALL
0.000
8.000
404
-180
11J'1
9.899
1.500
NAILED
9.899
8.000
355
-180
II1j7
9.899
1.500
NAILED
9.899
10.931
215
-180
___----------------------------------------------------------------------------
V1
15.500
186.000
WALL
0.000
8.858
1163
-400
__-----------------------------------------------------------------------------
V2
11.500
138.000
WALL
0.000
9.691
863
-287
-------------------------------------------------------------------------------
V3
-------------------------------------------------------------------------------
7.500
90.000
WALL
0.000
10.524
562
-180
h
Alpine Engineered Products, Inc.
1950 Marley Drive Haines City, FL 33844
Florida Engineering Certificate of Authorization Number: 567
Page 1 of 1 Document ID: ISWC6666Z3514103916
Truss Fabricator: Truss Wood, Inc.
Job Identification: 9766-KING'S RESIDENCE -- DELTONA FL
Truss Count: 1
Model Code: Florida Building Code 2004
Truss Criteria: ANSI/TPI-2002(STD)/FBC
Engineering Software: Alpine Software,Version 7.24.
Structural Engineer of Record:
Address:
Minimum Design Loads: Roof 37.0 PSF @ 1.25 Duration
Floor N/A
Wind 120 MPH ASCE 7-02 -Partially Enclosed
Notes:
1. Determination as to the suitability of these truss components for the
structure is the responsibility of the building designer/engineer of
record, as defined in ANSI/TPI 1
2. The drawing date shown on this index sheet must match the date
shown on the individual truss component drawing.
3. As shown on attached drawings; the drawing number is preceded by: HCUSR6666
Revised Trusses
# Ref Description Drawing# Date
1 02100--C1B 06104038 04/14/06
Seat Date: 04/14/2006
-Truss Design Engineer -
James F. Collins Jr.
Florida License Number: 52212
1950 Marley Drive
Haines City, FL 33844
I MIS UN'. PKtE`AKtU PKUM (,UMPUItK INVUI (LUAUS 6 LEIMtNSIUNS) SUdMIIItU yY IKUSS Mt K.
t'J/00 KINLI J KtSILit Nl,t - UtLIUNA fL (,1)
Top chord 2x4 SP y2 N
Bot chord 2x4 SP gl :B2 2x4 SP SS:
Webs 2x4 SP #3
SPECIAL LOADS
- - (LUMBER DUR.FAC. 1.25 / PLATE DUR.FAC.•1.25)
TC From 55 PLF at 1.45 to 55 PLF at 29.45
BC From 20 PLF at 0.00 to 20 PLF at 9.19
BC From 60 PLF at 9.19 to 60 PLF at 18.80
BC From 20 PLF at 18.80 to 20 PLF at 28.00
1
120 mph wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bldg,
Located anywhere in roof, CAT II, EXP 8, wind TC DL°°°4.2 psf, wind
BC OL°5.0 psf.
Deflection meets L/360 live and L1240 total load.
4X6=
� 5
5X8%
5X8
5 r
0 0
5X$= 62 5X8=
3X6(A1) = 3X6(A1)
R °1321 U°=516 W-8"
14-0-0
8-0-0 Over 2 Supports
Design Crit: TPI-2002(STD)/FBC
PLT TYP. Wave C RT=1.00(1.25)/10(0) 7.24.1230
**WARNING** TPHSSES RFOOIlo (IIR(ME CAPE IN EaDPICAIION. IIA1101. ING. SfIIVPING, INSIAI. I. INC, ANO BRACING.
`
REIER I N151 1 03 (RU IEDI NG f,0 PON[NT SAIf iT Ipf ORMnilfiNi, P119E ISHED BY EVE (IPUSS PLATE INSII i1.1IL. HHS
(1'pN Of R10 OR.. iUTl1 100. MA0ISON. PI 111111 AN0 PICA 1111111 IRI111 COI1N111. 11I AMF.RICA. 5500 fNIEP.PRIS1 lN,
Y
MADISON, NI S3119) TOSA""
" iY PP. ACI VR IOR i0 VF RFOPNI NG 1N($E (UXCiIpNt. UNl[SS 01 HE RPI St. INDI CA If O.
TOP CHOPO SHAtl HAVE. PROPE.RI.I ATIACHf:O Si PUCTUPAL PAN(I.S AN0 Bpi1pM CIIORb 1HAT1. IIAY( A PROVERLT AITAC11E0
RIGID Cfil ING.
7�
A*IMPORTANT•*[UPNISH A COPY Of THIS DESIGN 10 THE: IMSTAiLATION CONTRACTOR. Af PINi f. NC,(Nff PfO
ALPINE
PR01/UCIS. IXC S11n11 NOT NF PE SV pN 51 Hff FOR nNY pf YIa110N IRON INIS DESIGN: nNY fAlt 11 Pf TO B11110 I11f
IPUSS [N C,O NF pRHAII(E: II" 1Pi: OP IF lC,a 11XG. IIAXD(ING. SHIPPING. 4NS1 I. t.ING b HPaI{p4 nT IRIIS SI S.
OF SIGN COXI OP MS WIIH APPL ICAB I. I: PROVISIONS Of NOS (NnTIONAt UT SI GN SPF1,. BY $ WA AND IVI ALPINE
%
CONNECTOR. IIAIIS ART HADf If "/EB/16GA I" H/S!k) aSTM 6S1 DRAW 40/60 (P, N V4 S) "AIY SIiII. APPLY
PIAT(S f0 FA(II (AC.E. OF TP,IISS AND. 11NIISS OTHf PNISI Lfl(A110 (IN THIS Of SIGN. PnSI LION Pf.R DBAPFNGS 160A'1.
VVV
Ineer�1�� Products,
AlpmeEngineeledProducts,lnc.
"'^)
HainlsCity,FL 3384
FL Certificate of Aud wiwion 9 %7
qv INSPf tiON pl PEATFS'"'"'lO NY (1) SHAII RE PIE Appf% A'."'I
01 TV11 2O0> SEC 1. SE Ai 01 .11115
11RANING INDI f.A1E5 A11'I PIAN11 Of 1'H OfVSS10Nnl fNGI NEf NfNC. RESVOXSItlII I[T 501f1T fp0. IHf IRIISS 1l)MI'41N1.1
Df, SIGN S.OMM 111E SUI TAB f I: IIv AND USE. 0/ IIT IS COMPON[Nf fOR ANT 6111101NG IS IHE RE. SPON51 B 111 I Y .1 IH1
BUTEOIIIG DESIGNIR PER ANSI/IPI 1 SEC. J.
A p r
14-0-0
R=-1321 U 516 W-8"
OTY:12 FL 4
R
-
TC LL
20.0
PSF
TC DL
7.0
PSF
BC DL
10.0
PSF
BC LL
0.0
PSF
-kl
TOT.LD.
37.0
PSF
DUR,FAC.
1.25
SPACING
SEE ABOVE
Scale=.2511/Ft.
REF R6666- 2098
DATE 04/14/06
OR W HCUSR6666 06104036
HC-ENG SSB/AP
SEON- 170630
FROM JP
JREF- 1SWC6666Z35
I HIS UMU VKtVAKtU FKUM LUMVUItK I. NFU (LUAUS & UIMtNoI w,I JUBMIIItU BT Ixn, MtK
(`J100 KINb J Kt J,WtNI.t UILLIUINA tL L1A)
Top chord 2x4 SP y2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Deflection meets L/360 live and L1240 total load.
4X4 (A2)
1�E
R ° 941 U- 347 W 2.5 N
120 mph wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bldg,
Located anywhere in roof, CAT 11, EXP B, wind TC DL 4.2 psf, wind
BC DL 5.0 psf.
4X4=
VAY= AI AN=
4X4 (A2)
11 4'O
11-6-0 _1_ 11-6-0
23-0-0 Over 2 Supports
R=941 U==347 W=2.5N
Design Crit: TPI-2002(STD)/FBC
PLT TYP. Wave
C RT=1.00(1.25)/10(0) 7.24.1230.
"NARKING" IPos SE:S RFOUIRE FYIRt Mt CARE IN FABRICATION, HANOI. I RG. SHIPPING. INSIALI. ING AND BRACING.
Rit,A 10 flf , 1 01 (fl lI I I. PING CDM{'ONEN1 SAFETY INFORMATION). PUBEtSHEO NY IPI (TRUSS P1.AIE INSITIfllt. SRI
0 ON Of A10 OR .. S0 iTF 1V0, MAOISOq, WI 5:11191 AN0 WICA IWOOO IRUSS COUN(:.11 01 AMERICA, b)OO C.TERPRISE I...
AA'AA
HA1 SON, WI S3/191 TOR SA, I.,Y ANaCIICf:S PRIOR 10 PF Rf ORM ING CH(SF IDN(TIONS. II NI.f SS OTf1I:RNIC1, INDICAII..
A
TOP CH0R0 SHAII. HAVL PROP(PLY AIIACIIFD SIRtICTHR A I. RA.O S AMD BOI10M CHORD SMA11. HAVE A PROPERLY AIIACHI: 1)
RIGID CEitiNG.
' =
N4
"IMPORTANT* *I NISH A COPY OP 1111S DESIGN TO 111E INSTA(En11ON CONTRACIUR. At PINE FNGrNEt AI,
y
l�
ALPINE
NC 5!1#fl MOT Bf RfSPONSIBIf fOR ANY DFYIAt1ON FRVN MIS DESIGN: ARY TAIIURf i0 BIIIIO (Nf
PRODUCTS. ':I",
IRUSS fONI
_
IN OP.MANCF NI TH IPI: OR FA9AtCAlING. HAN 011p1,. SNIPPING. INSI AE.I.I RG M1 A AC.iNG Of TROSSI.S.
DESIGN CONFORMS .11. A11t1CA91.f. PROVISIONS OF NOS (NATIONAL OESIGN SP(C. BY AFM1PA) AND TPI, At,PINE
TA
C ONNf: C TOR PtAifS ARf. HAOf OF 10J19/1M1GA (G,H/S/Kj ASIN A65S G0.A DE. 60 /(i0 (4, KJ(I,l) GniY SIFf:I. APPLV
Al Itle En IICCrCd fTOdLLcts, Inc.ARY
Y, Products,
p p•
I� M���Ye
HaillesCity. FL 33844
FL Certificate of Au"zasion # 567
PI.A/IS 10 11H IAll !11 IRUSS AND. 11.1E SS OT IRN(SE LOC,#iVD ON 1H IS DISIGN, PVSIIION PER 01-111C.S Ih OA-1.
INSCTIOM OF PI AIf1 FOf 1OW(p 9Y (11 Sfl All fl( PIR nNNIY Al 01 IPI( 10(11 SEC. 1. a Sk AL ON THIS
DRAWING INDIGAT 5 At CF PIANCI VI PPOI f SSIONAL (Nfi IMF I0.ING kF SPDNSI91111V SDI EIV FOR THE TRUSS COMP(NI NI
OFSIGN SHOWN. I t. SHI TAB IL IIY AND "I: OI IIIIS COMPONENT FOR ANY 81111,01.6 IS THE RE.SPONS1611. IIY OF 110:
0I1110ING DESIGNER AIR ANSI/TPI I SIC, 2.
A
Af�r
Y
C
OTY
+8 0 0
/R/-
LTC LL 20.0 PSF
C OL
7.0 PSF
L
10.0 PSF
B LL
0.0 PSF
T T.LD.
37.0 PSF
UR.FAC.
1.25
SPACING
24.0"
Scale=.2511/Ft.
REF R6666- 2099
DATE 04/14/06
DR W HCUSR6666 06104037
HC-ENG SSB/AP
SEON- 170633
FROM JP
JREF- 1SWC6666Z35
IHi� UNU YHtPAHLU THUM f.UMHUItH INYUI (LVAUJ 6 UIMtmblumJ) SUbMIfltu by IRUJS MtH.
(Y/bb-K1N0"J Kt JIULN(,t -- UtLIUNA LL LID)
Top chord 2x4 SP y2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bldg,
Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP B, wind TIC DL 4.2 psf, wind
Webs 2x4 SP #3 BC DL-5.0 psf.
Deflection meets L/360 live and L/240 total load.
4X4=
4X4 (A2) = 4X4 (A2) =
L1 4 0j
9-0-0 _I_ 9-0-0
18-0-0 Over 2 Supports
R--753 U 277 W 3'
Design Crit: TPI-2002(STD)/FBC
PLT TYP. Wave C RT=1.00 1.25` 10(0) 7.24.1230
••WARK ING•• iNo S,E.S Nl OUIRI EY i A HE tAA E'. IN IA8R 11, .T TOX. HANDI. I.G. SIT IPPI NC. fNSTAt. I. LNG AND RHA.t INO,
B(SI 1 OS (RUiI DI NG COHP(1 NFIll SAFETY INf ORHATIOX). PURI.ISHfO RY IPI (IRI)SS PIAIf INSTITUIF, SR} GS••`�
D'fINOf P.IO OR Slfflt "00, HAHISOX, NI 51)1O) AND MICA (MOOD IR055 IIHMIII OF Nf RtC (i}00 tNTE:RPHISF IN. `
"AOCSON, NI 5371'I IOF SAFETY PRACTICI.S PFIOR TO PFNIONHING THESE FOR IIOXS. UNIISS 01Hf RYISf. INDICAIEO.
l0P CHt1RV SHAII HAYf: PROPERLY AIIACHEO STRUCTURAL. PANELS AND BOTTOM CHORD SHAII HAVE A PROPERLY ATTACHED
RIGID CEILING. �.
**IMPORTANT• fFIRMISH A COPY (If THIS DESIGN 10 THE IMSIALIAIION CONTRACTOR. ALPIX(: (NGINif 11
ALPINE PRODUCTS. IXC SHAII NOi 0.ESFONStHLf FOR ANY OFYIA110N FROM THIS DESIGN; ANY FI[CURf 10 NUIID THE
iPI/SS IN CO MI DRHANGf W111E IPI: OR fAHFICAIING. HANOI.ING. SHIP{IHG. 1N51 FANG R IF
III I XG OI 11111 5.
DL SIGN CONE ON HS MIEN APPI ICAH I. f: PRO I5E0MS 01 NOS (NA1F0M L. DF. S IGN SPEC. BY fRP A) AXO IPI At' ME: �Ow•�
C ON X I: C.IOE Pt II S ARE HAD! Of "118/1 EGA (M,H/S/K) ASTM 553 ".AD
bfiJGO (N,GAEY Sitfl.. APPI
PIAIf:S 10 EACH FACE. Of IRUSS ANO. UNIISS OINTRNISf E0( I(O 0X If IS F)"IGN. POSITION PER DRAWINGS IAOA o • /�
Af ule Fnp'neered Products, lnc. ANY INSPECTION PLATli f01I OMf0 RY !fl SHAII RE PfR AX NfI A3 OE 1P11 1001 SIC }. AI (IN If1lS
g, M� duey DRANING INOICAIES ACCf PIAN(A Of PROFESS10NAI FNGINEERING R(SPONSIRII IIY %()Lit, FOR THE TRUSS C.OHPONFNI 0f/nA
51GONN N SH. 111E SUIl A011./IY AND USE 01 THIS COHP0NFN1 FOR ANY HUII.DING IS THE RESPONSIBILITY HE 1Hf {/
H7inesCity,FL 33844 9UIlDIMG DESIGNER PER AMSIjfPi 1 SEC. T.
FL Cfxtifiale of Audw iatiou N 567 A p
L1 4 0_
R 753 U 277 W 3'
OTY:2 FL 4
R
-
TC LL
20.0
PSF
TC DL
7.0
PSF
BC DL
10.0
PSF
BC LL
0.0
PSF
TOT.LD.
37.0
PSF
DUR.FAC.
1.25
SPACING
24.0"
+800
Scale=.375"/Ft.
REF
R6666- 2100
DATE
04/14/06
DRW
HCUSR6666 06104038
HC-ENG
SSB/AP
SEON-
58213 RED
FROM
JP
JREF-
1SWC6666Z35
(9766 KING'S RESIDENCE DELTONA FL C2)
I Hi UWU VKtYAKtU FHUM I.UMYUItK INKUI (LUAUS a UIMtN�,I UNJ) }UHMIIItU Iff IKUJJ MY K.
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #1 :82 2x4 SP SS:
Webs 2x4 SP #3
SPECIAL LOADS
-- --(LUMBER DUR.FAC. 1.25 / PLATE DUR.FAC. 1.25)
TC - From 55 PLF at 0.00 to 55 PLF at 29.45
BC From 20 PLF at 0.00 to 20 PLF at 9.19
BC From 60 PLF at 9.19 to 60 PLF at 18.80
BC From 20 PLF at 18.80 to 20 PLF at 28.00
3X6(A1)
14-0-0
R- 1242 U° 485 W-8"
4X6=
8-0-0 Over 2 Supports
120 mph wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bldg,
Located anywhere in roof, CAT II, EXP B, wind TC DL 4.2 psf, wind
BC DL 5.0 psf.
Deflection meets L/360 live and L1240 total load.
14-0-0
3X6(Al)
0
R- 1323 U T517 W=8"
+8 0 0
Design Crit: TPI-2002(STD)/FBC
PLT TYP. Wave
Cq RT=1.00(1.25)/10 0 7.24.1230.
OTY:9
FL
4
R
-
Scale
=.25" Ft.
--WARNING--IROSSES RIOOI Rr EFXIRIKE "RE: IN FABRICATION. HANDLING. SHIPPING. INSTAL I. IN AND HRAYIHG.
RfrFIT TO BCSI i (11 (BOIEDIRG fOMVON(NI SAFri INE DRMAT{DN). PUHE ISHin BY IPI (IRLISS PLAIT IxSrliOTf. SR3
D ONOrR 10 OP SUlif: ' o. KA0ISON, NI S1J19) Ap(1 N1f,n (MOOD TRUSS CDUxC I1. Or AMIRICH. 6100 INIERP0.11f EN.
NADIiON, NI S1)19) FOR 1.1111 PRACTICE'S PRIOR 10 PFRIC-1NI, I"ISE C-IT10N5. 11.11SI OIHtBW1SI INDICAtEO,
TOP CHORD 'N AllPROrLR1.Y AIFACHED STROVIURAE. PANE I AND 9OTIflM CHORD SHAII HAYI'. A PNOPk REY AT I ACHED
�� " "/N "•
Y
�xN N""
�
T C
/`
T1.
L L
DL
20.0
7.0
P S F
PSF
R E F
R 6 6 6 6- 2 1 0 1
DATE
04/14/06
RIGID cull. ING.
"IMPORTANT'*FURNISH A COPY CI THIS DESIGN f0 THE INSIALI.ATION CONTRACTOR. AIPIN( f:NGI Nff Nf.
'11 6W.B
1'y
C
DL
10.0
PSF
DRW
HCUSR6666 06104040
H C- E
N G S S B/ A P
ALPINE
AlpmeEngineeredProducts,Inc.
f 950 Maley Dnva
HailceaCib'.F1, i3844
FL Cert flcate of AIAMrintwu q 567
PRODUCTS. INC SHA(i NOT 9E RESPONSf8(E 1CR ANY DEVIA116. FROM IBIS DESIGN: ANY IAILORi 10 RU1,D F
1 NIISS IN IONI ORMANCE MIIH TP1: OR fn9alCArING, CIA MDI ING. SHIPPING. lHStn111NG 3 BR Af ING Of INUSSE
DESIGNCO iORMS WINAPPI ICABFf PROYISIONS Of NDS (NAIIONAk. DESIGN SPEC. RY Af RPA1 AND iPi ACP{.
C ONNk CTOR Pl AIF9 ARE. MADE 01 20)INJ1Af.A (W,IEJS Jk) ASTM nfi5} GRA Uf a0/(i0 (W, NJ11, 51 GAI.Y SiF I:L. ArPLY
Pf ALf.S TO EACH fACF Or IRU SS AND, II Nif SS OIHf RYI SF LOT AIFO ON THIS U[SIGM, r0li TION PER DRAWINGS 160A7.
NY INS OF LATES f BY (i) SHALE BY PER
DRAWING INOICAIES PACCEPiANC.EOOfDPROfISSIONAL ENGINI(RINGIRESPONSIRI(11Y00501(IY1f0R INi iRI1SSACfMPONFNI
DESIGN S140NN iHt. SUIT'A.RILITY AND USF OF THIS COMPONENT FOR ANY BOIf.DING IS iHf R[SPONStHfLI TY or IHE.
601E DING nE51Gpt:R PER npGiJiPI 1 SET, 2.
if
"
/.
O��O
(��N/l
V
Apr N
i"
r
B C
TOT
L L
. L D .
0.0
3 7.0
P S F
P S F
S E 0 N
170629
DUR.FAC. 1.25
FROM
JP
SPACING SEE ABOVE
JREF-
1SWC6666Z35
I HIZ, UWG FNL FAN tU FNUM (.UMFUItN INFU I (LUAUS 6 UIMt" I UN5) :)UbM[11 tU CI INUJ�, MI—K.
I,1/00 KINU J Kt]LULNLt - ULLIUNA rL _ 6J1
Top chord 2x4 SP #3
Bot chord 2x4 SP #3
Deflection meets L/360 live and L1240 total load.
5
2X4(A1)
59
R 30 U°180 0 9 1 8
R 10 U,,,180 __F+8 0 0
L---- 1 - 4 - 0 ->J
1 0 0 Over 3 Supports
R-191 U--180 W,°3"
120 mph wind, 15.00 ft mean hgt, ASCE 1 02, PART. ENC. bldg,
Located anywhere in roof, CAT II, EXP B, wind TIC DL 4.2 psf, wind
BC DL 5.0 psf.
Provide ( 2 ) 0.131"0 " nails, toe nailed at Top chord.
Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord.
Design Crit: TPI-2002(STD)/FBC
PLT TYP. Wave
Cq RT=1.00 1.25 10(0) 7.24.1230
OTY:4
FL/
4
R
Scale
=.5" Ft.
"WARNING IR(ISSES RF DIIIRf. EYIP(MI . .A IN II NRICAi ION. NANOLI Hf SNIPPING. INS TM1LI iNG NST %RACING.
Rf lER IO RCSI 1 O3 (NUiIDINf. CDMPONf NI SAff IV INf ORNAiIOX{, V(INL ISNfO BY IP{ (i RLISS VLAik In511 iUIf S83
S AAA
' �1''�
LL
20.0
PSF
REF
R6666 2102
I11)NOERIO DR . tIIITF 100. MADISON. wl ti 719) AND wi CA (w000 TRUSS COUNCII. Uf aNIRiCA. Al. IIIf RVRISf LM,
..{-
/' v
•
DATE
0 4 / 1 4 / 0 6
NhDI SOX, MI S3119) fOP SAff(Y PRAClllfS PR 100. '( Pf Rf (IRNI NG Tf1E.SI fUNCiIOXS 11NIf SS OlfII RNI )E INDICATED'
SOP CHORD SHALL HAVE PROPERLV AIIACHf.O SIRUCiIIRAI PAN(LS ANO 8O 11 pN C,NURD SN !L "AVf. A PROPl RLY AIIACME.O
RIGID CEILING.
'•IMPOR TANT••f uR NISH A COPY Of 1111S Of SIGN TO TRI iNSi AIfATEON CONTRAifOR. ALPINE fNGINEERFO
.i'�
•
'
T C
C
D L
DL
70
10.0
PSF
PSF
DRW
HCOSR6666 06104041
H C E
N G S S B/ A P
ALPINE
PRODUCTS. ':1C SNAII MOI RF RISPO"11Nlf TOR AHY UEVIAI IOX fRON II11S DES11:p; ANY IAIIURI: III BDIIII 1111:.
RDSS IN f,ONFORMApf,F NIYN IP L OR iANRICni1XG. H N0(IN,. SHIPPING. INSTATE{NG F NRACiNG OF IR1155f5
Of SIGN CON'ORM1 W11N APPIICARII VROVISIONS Of NOS (NATIONAL Of SIGH SPL C. RY Af AVA) ANO LP( ALPINE
ST 0 i
'
BC
L L
0.0
P S F
SEQN-
170636
COMME CTOR 9 ATE5 ARE, MADE Of POI)8/16GA (w,H/S/k) ASIM h53 GRADE �10,1.0 (W. KjH, S) GALY Siff'. APPLY
��• w S
TOT. LD 37 0 PSF
Alpine EngineeredProducts,Inc.
1950MarIeyDEive
Hail Gty,FL 33944
FL Ceftificateof AE9hmiutioe A 567
Pk A1E.S TD EACN IACF: Of IRUSS AND. UNLESS OIN(PwI Sf LO(AIED UN INIS Ok SIGX. PO5I11OX PER DRAWINGS 160A-7.
MY INSPFCIION Of P(A1I5 IOI.LtlMfO AY (1) S11Ail Nf P(.R ANMk:V A3 OI TP I1'100) Sfl 3. A Sf A1. TIN I'%I
DRAWiXG IH01CAIfS aCf1PlANtk Of PR01F5SIONAI fNGINfINING PFSPONSINILIIY SUIIIY fON fVl iPUSS fOMPON(Ni
IS(GX SHOWN. fNE S(11fANll,toI ANTI USE Of INIS COMPONENT !OR ANY NIIIIDING IS INf RFSPONSIRItiTY Of INF
81111.DING DESIGNER PER AN51/YP1 I SE1. �.
•I.MI ORt�..r
_
(
//l1LL
Apr 1
DUR.FAC. 1.25
FROM
JP
SPACING 24.0"
JREF-
1SWC6666Z35
IHI� UWU VHtVAHtU tKUM (,UMPUItH INPUT (LUAU) 8 UIMIEJ'iu ') JUNMIIItU UI IIiUJJ MYH.
(7/00'KINU J Itt JIUtNL.t UtLIVNA t'L. I.03
Top chord 2x4 SP #3
Bot chord 2x4 SP #3
Deflection meets L/360 live and L/240 total load.
R 59 U-180
R27U180
2X4(A1)
L1--1 - 4 - 0 -a-J
3 0 0 Over 3 Supports
R-- 216 U-=180 W -3"
120 mph wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bldg,
Located anywhere in roof, CAT 11, EXP B, wind TC DL 4.2 psf, wind
BC DL -5.0 psf.
Provide ( 2) 0.131"x3" nails, toe nailed at Top chord.
Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord.
T+939
171
8 0 0
Design Crit: TPI-2002(STD)/FBC
PLT TYP. Wave C RT=1.00 1.25 10(0) 7.24.123C.
A"WARNING— MISSES RECl1fIRf fIx IRI:NI: CARE IN 1ANRIC,AIION, HANDI. ING. SHIPPING. INSIAIIING AND BRACING,
REFER TO 8CS1 1 03 (PU ltO NC, COMPONENT SAFEIY IHFORNA11011), PURIISYDO BY TOE (IROSS PLAIT INSTITUTE, SHS
D'ONof R10 OR., 51111E 100. MAIM SON, NI SiIIFi) ANO MICA INODD 1RlIS5 CO1IMC,II. 01 AME RICn. 5100 (N/I.RPklm (N. ��""\
HAD
NI SB119) TOP
Snf i:.lY PP A<LICfS PRIOR fO Pf.Rf 'DE
MING INf: St FUME IIONs llxIFSS GIIIk Rvf SE INpICn Tf. P,, xA
lOP f,NORO SHALL IIA VF PPOPERIY AlTaf, If l:D SIRDCIORM1L PANELS AND BDIfON I:N IlFO SN All HA'/f A PPOPE kI.Y nE1nCHED
RIGID a IT
ING.
Ni
"IMPORTANT —ID RNISH A COPY 01 hilt DESIGN TO THE iNSTA(I.ATIGN CONTRACIOR. AIPINE ENGIMtF RED y
ALPINE PROIIUCIS, INC. Sf1AL/ N01 BE RESPONSIBLE 10R ANY DEYIAIION 1ROM THIS DESIGN: ANY 1A11URI IO allll0 IHE Nf
IR USS IN '0Nf0kMANtE NIIX TPI: OR IABR I CAT'.G. NANDI ING. SNIPPING. INSf. LING A BRACING 01 1R1SSt. "
DESIGN
C,ONf ORMS WITH
AVPI ICABIf PROVISIONS Of N05 (NA110Nn1. DESIGN SPEC. 8Y Af AVA) AND 1P1 AlP f S1
CON Nt CT OR PLA"S ARE MADE O1 10/I8/tAGA LN,H/S/R) ASIN AG53 GRADt IG16o (N, NYH,S) GALN s'[EI. APP w
PIATIS TO EACH 1ACf O1 IR(I s, AND. DNI k:SS DI tRNI Sf I.00A I(0 ON IH IS OESIGE, POSIf10N PER BRPNI NGS 16"A "" "/"
AlpmeEngineeredProducts,IHC. ANY TNSPIC110« GI Pl 'IS fDIION(D BY (1) SNAI( Of PER ANNfA A3 01 EPEE Z(10) SIC S A SEA. ON IHIS I
)�II IYi'da 13nVe DaANiNG INDICA IFS AC(f Pin Gf PR (IfF SSIOMAI fNf,I VEERING RI SPOM SIBIT fIY SOLlIY TOR IHf """ CDNPONEN! �1'�
Ot GIGx SHOWN. THE S(111A811. I iY AXO USf OF iN IS COMP0 F..NI fOR ANY BUILOIpG IS iNf: RE SPONS IB t 1. 11Y Of THI: �i
Haines City, FL 33844 BUILDING DESIGNER PER ANSIfTPI 1 Sk C. 2. A
OTY:4 FL 4
R
-
TC LL
20.0
PSF
TC DL
7.0
PSF
BC DL
10.0
PSF
BC LL
0.0
PSF
1
TOT.LD.
37.0
PSF
DUR.FAC.
1.25
SPACING
24.0"
Scale=.5"/Ft.
REF
R6666- 2103
DATE
04/14/06
DR W
HCUSR6666 06104042
HC-ENG SSB/AP
SEON-
170637
FROM
JP
JREF-
1SWC6666Z35
HIJ UNU F'RLF'AKLU FKUM (,UMPUItH INPUT (LUAU) 6 UIMLNJIUNJ) �,UtlM111LU UY IRWIJ Mt K.
(y/00 KIINU Z, Kt Ji ULNI.t UtLIUNA tL Lj'i
Tap chord 2x4 SP #2 N
Bot chord 2x4 SP y3
Deflection meets L/360 live and L/240 total load.
2X4(A1)
L<-1-4-0-aJ
45-0-0 Over 3 Supports —�
R-282 U 180 W 3"
120 mph wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bldg, not '
located within 4.50 ft from roof edge, CAT 1I, EXP B, wind TC
DL 4.2 psf, wind BC DL-5.0 psf.
Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord.
Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord.
R 115 U° 180 T + 10 1 9
251
0 0
R55U°180 8
Design Crit: TPI-2002(STD)/FBC
PLT TYP. Wave C RT=1.00(1.25) lOr0 7.24.123 QoT-Y
2104
Pk F[R 10 9CS1 103 (N1111 DING CYIROMPGNF Xi SAif IC INf ONHAIIGp)
FL - 4
- - R
-
Scale =.5" Ft.
•`NARKING•• iRLISSES Rf(lU1RE EkHf CAP.k. IX faNRiCA1fON, NANDLIXG, SIIIPPIMG. A( lMSYALIING AND 9PIMG.
T C L L
2 0.0
PSF
REF R 6 6 6 6
INI�, UWU YKtt AKtU FRUM 6UMYUItK INFUt (LUAUS 6 UIMt NJ1UN5) �,U°MIIItU tfY IKUJJ Mt K,
(7/00 ICINU J Kt J,WtN1,t UtLIUNA tL _ LJ/
Top chord 2x4 SP #1
Bot chord 2x4 SP #2 N
Deflection meets L/360 live and L/240 total load.
2X4(Ai)
[<-1-4-0-aJ
7-0-0 Over 3 Supports
R°° 354 U 180 W- 3"
120 mph wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bldg, not
located within 4.50 ft from roof edge, CAT 11, EXP B, wind TIC
DL°4.2 psf, wind BC DL 5.0 psf.
Provide ( 2 ) 0.131"x3' nails, toe nailed at Top chord.
Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord.
R-171 U°-180 10 11 9
331
0 0
R -79 U -180 8
Design Crit: TPI-2002(STD)/FBC
170635
�,,E M,E f�. PLATES 10 EACH fACf: OF iRt155 nNp. UXIISS 0111E RYI Sk I.OfnIfU ON THIS Uf SIGN, POST iIUN PER DPAY INfti IhOa -]. %
PLT TYP. Wave
C RT=1.00 1.25 10(0 7.24.1230.
OTY:3
FL
- 4
- - R
-
Scale =.5" Ft.
••WAKN ING*• IPIISSkS Rk Ol11 Rt:. E%iRF HF CAP IN FnHRIC,nt iI1N. ,!AXDLING SHINNING. tMStnttlMG AND RRhI IMf,.
RLffP 10H!'SI I Ol (Hlllt 0l Nf, CONPUNf pI tinFfl IXI'oNMAtION) , PURI. ISHIU BY iPl (1 RIItS PI.AII INSII ILI f(. SRl
`
TC
LL
20.0
PSF
REF R6666 2105
0 ONOfNio OR Slll if P00 MANI SDN, NI StIl91 nN0 NII:A 11111 iRUS< (O!INCfI. Or HE 0.1CA. 5100 fNikRVNISF
••
DATE 0 4 1 4 0 6
NADI SOp, NI SI/IRI fOV SAfFIY VRnt11 CES PR (OP iN Pf Rr (iPMI NG IHh Sf fUYCI IDNi. tiN(f 5S UtNF PNI SF {»UlCaifU. �
U.
T C D L 7 0 PSF
foP CNORU SHALT NAVE PROPE PIY nt IACYlfO Si RUC1URAI VA»[!S AMU 90i10» Sllnl 1. IlaVt: A PRUNE RI.Y Ai tACNtU
/ /
RIGID ffIIIMG.
��•
Mrs
BC
DL
10.0
PSF
DRW HCUSR6656 06104044
ALPINE
••IMPQIiTANT••F LIRNI SH A 1011 OV IIIIS UESIGN 10 I'll IMSinI. I.AiIOM ffJNiRAf,tOR. AI PIMf kMGINif RkO
P0.0DUC15, INC. SNALI Not HE kLSrONS1Rl( rOR ANY OEYIn1To"FRON 1NIS OFSIC.p: ANY fn1111Rf tU RL1ilU IHf
I RUSS IM f,ONF ORMaNCf NI tN IP1: OR rAHRICAi [MG, f1ANpl INC., SNI VPI RG. INSI II.ING F tlRAC 1YG Of IRUSSkS.
Or SIGN C(/Nf ORHS YIIH APNI ICAatk PR(lY{SIONS OF MUS (Mat (OXA.I. Df SIGN SPEC. tlY FRPAj nN0 iPl Af PfN[
CO N NECiOR PtAifS APE RAW Of to/Itlj laGa (Y N)5/K) aStM ASSl GRADE 40/50 (Y, K/H 5, GALY S(LiV APPIY
y
if
•
� �;
TA
OF »
B C
TOT.
L L
L D
0.0
37.0
PSF
PSF
H C - E N G S S B / A P
S E 0 N_
(9766 KING'S RESIDENCE DELTONA FL GE1)
i Y,lS UNb VRtVARtU FNUM I,UMVUItN INVU; (LUAU) 5 UIMI,N�,1UNJ) SUb MltltLl bf IRUJ�, MFR.
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Truss spaced at 24.0X OC designed to support 0 8 0 top chord
outlookers. Cladding load shall not exceed 0.00 PSF. Top chord
must not be cut or notched.
SEE DWGS HCUSR001 02086015 FOR MORE REQUIREMENTS.
4X4=
120 mph wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bldg,
Located anywhere in roof, CAT 11, EXP B, wind TC DL 4.2 psf, wind
BC DL 5.0 psf.
Deflection meets L/360 live and L/240 total load.
4X4O 4 X 4 Aizr
5 r— 5
5X8ir_-
5X8�
0 0
4X4 (A2) = 4X4= 5X8= 4X4= 4X4 (A2)
1��
14-0-0
Le 28-0-0 Over Continuous Support
R 81 PLF U°°28 PLF W 28 0 0
Note: All Plates Are 2X4 Except As Shown.
14-0-0
0
Design Crit: TPI-2002(STD)JFBC
PLT TYP. Wave
Cq RT=1.00(1.25 10(0 7.24.12
Y:1
FL
- 4
- - R/-
Scale
=.25" Ft.
..WARNING--INlI55F:t PfO111Rf [%IRiNf (ARf. IN f R0.1CnF1ON, IfANpIiNG. SHIPPING, INSiAl.11pG AND BRACING.
Rif ER iO RCSI 1 Of I'llII DING CUNPp Xf NI $AF(IVINF ORNniION), PURI.I SNVU NV iV{ 1111111 Vf. All fNS iIlU1F. SN]
O'GNpFR [0 OR �UIIE TOG. NADISGN, NI 11114) AND Ni(n (NGUO INU SS fOUNt Ii Gf AMF PICA. H1OG fNi[. RPRl SE lx,
v ••.....
Y••• •••_ •
TC
LL
20.0
PSF
REF R6666 2106
DATE
0 4 / 1 4 / 0 6
MAD 1pif 55 OS III RNI Sf INDICniF O,
I SUN. NI S]114) FOR SA(ViY PRAC11CIS PIXIUP 10 P(ftf GRNING IIVFSF FUNt,11ON5 'I.' i
TopCNpRp $HAIL HA YE PPUVi 0.(.Y ATTACHED $iRUC1UR AI PA Xf L$ AND BOTTOM CHpRO $HnI L. Hn Vf A PROPk Nt4 AiiAf,NEO
RIGID Cf:II I.G.
IMPORTANT* *I uaNISN A COPY GF THIS (1F.S I(iN IG If11 IXSiALI. AI I(!X CONiRACIGR. Ai PI Nf VNGINE. ftf
i
CAS
••�
T C
BC
DL
DL
7.0
10.0
P S F
PSF
DRW HCUSR6666
06104045
H C- E N G
S S B/ A P
ALPINE
Alpine En 7-goeProducts,lnc.
gpRANiNGlXDII:AliSAfIANfFOFPRGIfSSONAtfNG(NVEI,RP51YIGH
Marla Drive
Haim City. FL 11844
FL CettifxMe oiAiallmizNaa q 567
PFlUDUfiS,SHAH NOT RE Rf5PUN5191F FC!R ANY OfV4A11OX FRGH rIfIS U[SIGN; ANY FAll 11RF IIIRIIIID iN
I Pt155 IM CUNV URNANC.E NIiN iPl. GR FA.NRIC 11N4. N NpI tNG SHIPPING. [NSIAtl ING A RRA41pG G[ iRU5Si5.
p45IGN fl.1NfOPNS NIiH AVP11(nBIF. PROW ISIUtlS ofNOS (XAIION . DESIGN SPVf, RY fAVA) AMC IPI AlV[X[
CO. A f (TOR OI AILS AR( NADf Of fOJiR)1l C.n (N H 5/P7 A—h5] CRAM 0/5U {N, /IV. SI 1n1Y Sif fl aFlPI.V
PI niE$ TO IACH IACF Of iPU 55 AND. UXIF 55 Ot HV NNI lE 1p< I(D ON 11415 Of SIC,N, POST ifOX PER phU Nn47HGS IA7.
AXYISPVfiIOXOFPiAIfiGIION(DRY(fl$IfAl1NIPnINIS
IHEIPIISMVf!NfNfDUR.
OLSIGN $HONN. INf SUftnNfLlrY AND I1tF UV iHIS fUNVUXFNi VUR ANY fll1ILDING I Ilff RE, SPGNSINIL4rV GV i11F
all IIDING OF:SrGNE:P VF.P. nN51/iPl 1 SFC.. 5.
�JG �••
o
�
Apr
OF
S f�
IORIO%-/
V MX•
BC
TOT.
L L
L D .
0.0
3 7.0
PSF
P S F
SEON-
170631
FAC. 1.25
FROM
JP
SPACING 24.0
13REF-
1SWC6666Z35
IMIJ UWU KKtYAKtU VRUM LUMYUItK INMUI (LUAU) 6 UIMtN'Ii00) �,UCMIIIIU IT IKLI» Mf K.
k1100 KIND J KtJIUtIVI,t UtL.IUNA YL ULZJ
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Truss spaced at 24.0" OC designed to support 0 8 0 top chord
outlookers. Cladding load shall not exceed 0.00 PSF. Top chord
must not be cut or notched.
SEE DWGS HCUSR001 02086015 FOR MORE REQUIREMENTS.
4X4=
120 mph wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bldg.
Located anywhere in roof, CAT 11, EXP B, wind TC DL-4.2 psf, wind
BC DL=°5.0 psf.
Deflection meets L/360 live and L1240 total load.
4X4(A2) = 5X8= 4X4(A2)
1 "0
L, 14-0-0 _�_ 14-0-0 1
LE 28-0-0 Over Continuous Support
R 81 PLF U 28 PLF W=28-0 0
Note: All Plates Are 2X4 Except As Shown.
Design Crit: TPI-2002(STD)/FBC
PLT TYP. Wave
C RT=1.00 1.25 10(0) 7.24.123
OTY:1
FL 4
R
-
•*WARNING•* TFosSf:S Rf O111R( FYTRIMf I;ARE IN IASPICATION. HANOt. ING. SHIPPING. INSIAII. ING AND BRACING.
Q,•.,.••••'X'•••••.
TC LL
20.0
PSF
IIBII SNfD BY tPl (1 RIISS PI.Ai/ Ip Sll ill Tl SNI
N ff TF ill SCSI 1 O3 {R 111TDING COMPO pF NT SAf EiY INFORMAlIOx), PIT.' I
Il'LINUINI0 OR . SUITE 100. MAOI SON, YI B111 AND WIS;A (WOOp TRUSS CO U NCII. OI' AH10.1(:A, 5i1JO 1NIf RVRE 5E lN,
•,�
NADISON. YI SI1l?) fOR iAff1Y PRACII(:...... lOR TO VIR(OPNING iH[5T V11NC11(INS. IINfVSS O1HfNW(SE TNDICnTE.D'
•i
v
(`
T C D L
70
P S F
IOR f. HOP0 SHALL HAVE PROPERLY AITACHEH SIRUCIURAI. PAN((S AND 9O130H CHORD S1/Al1 IIAVf: A PROPFRI.Y ATTACHED
RIGID CEILING.
N 2
BC DL
10.0
PSF
**IMPORTANT**FHRN tsH A COPY Of THIS DESIGN TO THE INSFAtI.Ai1ON CONTRACTOR. AIVINE t:NG1NIER(:O
*
PRODUCTS. INC SHAG! NOT RI PESPONSIRI.E. FOR ANY DEYIAIION -044 THIS DESIGN; ANY IA1I. OR E. IO 9UI(D IHf
B C L L
0.0
P S F
ALPINE
TRUSS IN CONFORMANCE: WITH IPI: OR In.BAICAFING. HANDIING. SHIPPING. INST LI.ING A BRACING Of TRUSSES.
•� A F
Of SIGN CONFORMS WITH APPLICA81I "ROVISIONS Of NDS (NAIIDIYAI. DESIGN SPf.C. BY FXPA) n." TFI AIPIXF:
f
•�
ONMFC TOR RI ALES AR 1. HADf Df lOJitlJI6 GA (W, H)5/K) ASTM ANSI GRAD E M1O JtiO (Y, NJN,S} GA(Y tlf ft. AVVTY
PLA115 i0 EACH FACE: ITT TRUSS ANO U.R 111 OI IN"
RRISE LO( I(0 ON THIS D(sF6N. POSITION P1:'R DRAWINGS 16OA ).
O R��Pff
••.���•o
TOT . L D
3 70
P S F
ANY INSVffTION Of P{.AitS fOLIOWID BY (I) SN It flF PFR MNFR AI (Sf tO(3 )OSY2 SfC 3 n Sf:AI ON IHIt
DUR. FAC.
1.25
1,.
AtineEngineeredP�uc13,inc.
p9wMarl DnVe
ry
H7Nxs Ciq',FL 33844
FLCerDfxueDfAv&onzaim#%7
DRAWING INDICAILS ACCIPIANC[ OI PROFISSIDN 1 fNCTNF:(RING Rf:5V0NSI911IiY SDIL(Y EDP ilif IRlISi f.OMP.INl:NT
Of:SIGN SHDHN IHE: 1U.1IAR11.1lY AND I151. Of THIS CUNPONI. III I(R ANY BUILDTNG IS IRE: RFSPONSIB11-11Y O1 1H1.
Rll i I.0ING Of SIGNER PER AN51/TVI 1 SF C) . .
Nay
Apr
SPACING
24.0"
+8 0 0
Scale=.25"/Ft.
REF R6666- 2107
DATE 04/14/06
DR W HCUSR6666 06104046
HC-ENG SSB/AP
SEQN- 170634
FROM JP
JREF- 1SWC6666Z35
(9766 KING'S RESIDENCE DELTONA FL GE3)
IMI� UWG FHtPAHtU INUM CVMFUItH INHUI (LUAU) 6 U1MtNJ1UN:>) bUMM111tU tlT IKUSJ MIN.
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Truss spaced at 24.0" OC designed to support 0 8 0 top chord
outlookers. Cladding load shall not exceed 0.00 PSF. Top chord
must not be cut or notched.
SEE DWGS HCUSR001 02086015 FOR MORE REQUIREMENTS.
4X4=
120 mph wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bldg,
Located anywhere in roof, CAT 1I, EXP B, wind TC DL°4.2 psf, wind
BC DL=5.0 psf.
Deflection meets L/360 live and L/240 total load.
2X4(Al) = 5 X 8 =— 2X4(Al)
l't
11-6-0 _1_ 11-6-0
fLE 23-0-0 Over Continuous Support
R-82 PLF U 28 PLF W=-23 0 0
Note: All Plates Are 2X4 Except As Shown.
Design Crit: TPI-2002(STD)/FBC
PLT TYP. Wave C RT=1.00 1.25 10(0) 7.24.1230
**WARNING" IR-$f.S Rf OUiRf FYi PFMf CARE:' IN fARRiCAIION. HANIHING. SHIPPINL.. INSf-1H6 ANU RRACING. t
P.E:(FR 10 BCSI 1 01 (RIIIIOIXG COMPo111 NI SA(E.TY TNT 111-110N). 1URLIS11(n 9Y III (IRIITS PLAIT INSET 101F. 887
U'ONOFRIO51111E 100. "AI..
wt 5171?j AMU n (N 000 10.UST COU NC I( OF AMf.R If A. 58011 IN:if NCRI tiF. L.X,
MAn I SON. N( 8371`?) FOR SAF(IY PRACTICES PRIOR i0 PFR(ORMIXG YHE:Sf FUf 10NT. '-I SS OTHERWISE: INDICAT(o.
TOP fHORO SHALf HAVE: PROPF REV At fACHf1) STRUC I UP.A1. PAN(LS ANU BUT TOM CHORD SHAH HAVE A PROP(: RLY AT i ACHED
RIGID CEILING.
**IMPORTANT**(taniSti A ('. oPY OF (HiS OF SIGN To IH( INSIALIAFICiN CON(RAC1oR. Alf`10 FNG[NIiRfU
A L P I N E
PROD UCTS. INC. SHALL NOT RE RESPONSIRtf FOR ANY U(VEAIION FROM THIS UF.SIGN: A.NY FAI(URI 10 8U I10 lHE
E RtITT IN CtlNF ORMANCf. WI 111 (Pl: OR I.RRICATING. .^MUTING.. SHIPPING. INSTAI LING a BIT Af ING 0( IR115 Tf T.
DESIGN C.ONf ORMS NITM APPI ICAB(I: PROVISIONS Of NUS (MAIIONAI UISIGM SPEC. BY AIAPAI AND IPI ATRIAL.
i.ONTf CfOR PLAITS ARE MADE OF 20/I8/16GA (N.H/S/K) ASTM A6SI GRADF 40/NO (w. K/II.sl GALY STE F. I.. APPLY
PIAiET 10 EACH FACE Of TRUSS AND. II MI EST OINf RNISF I.00AiEO ON IRIS U1 SI C.N. POSEFIOM PER DRAWINGS IAUA 1. **
Alpine Engineered Products,►nc. ^NY 1N'PEfIIOM 0( 11Ai15 IWIOWFO BY (i) SHAII 8f PEP AN NE% A OI TP11 2002 SFC.I A SEAT ON IRIS
I950 Marl r3NVl DRnWIXG INUI[A1LS ACCEPfAX CI' Y11 PR Off STIDN AL FNGf MfIRINC. Rf SPUNS191tiIY 101I(Y FON INf (RUTS COMVONE p)
UFSIGN SHOWN 111E SUITAB tI. I(Y ANU II SF U( IIIIS f.OMPON[X1 (OR ANY 8LIII.DING IS IMF. RESPONSIRILfTV OF IItE
HaineaCity, FL 33M4 RUIEDING DESIGNER PER ANSI/Tal I SLC- 2, Apr
FL C(rt frafe of Autharintion # 567
OF
OTY
0
+8 0 0
FL/-/4/-/-/R/-
TC LL 20.0 PSF
TC DL 7.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 37.0 PSF
DUR.FAC. 1.25
SPACING 24.0"
Scale=.2511/Ft.
REF R6666- 2108
DATE 04/14/06
DRW IICUSR6666 06104049
HC-ENG SSB/AP
SEQN- 170632
FROM JP
JREF- 1SWC6666Z35
MIS UW(, FKtFAKtU hKUM (,UMFU)tK INYUI (LUAU} & UIPIM IUNJ) �UMMIIItU 15f IKUS�, MEN.
(y/bV K1NU-J
KtJIUILNf,t UtLIUNA tL MIA)
Top chord
2x4 SP
#2 N
120 mph wind, 15.00
ft mean hgt, ASCE 7 02, PART. ENC.
bldg,
Bot chord
2x4 SP
#2 N
Located anywhere in
roof, CAT II, EXP B, wind
TC DL°-4.2
psf, wind
Webs
2x4 SP
#3
BC DL 5.0 psf.
#1 hip supports
7
0 0 jacks with no webs.
Left side jacks have
7 0 0 setback with 0 0 0
cant and
1 6 11
overhang. End jacks
have 1 0 0 setback with 0
0 0 cant
and I 6 11
Deflection
meets
L/360 live and L/240 total load.
overhang. Right side
jacks have 7 0 0 setback
with 0 0
0 cant and
1 6 11 overhang.
4 X 8 =— 4X10=
3X6 (Al) = 3X6 (Al)
[.,1 4 0:�.J
7-0-0
4-0-0
7-0-
L1 4 0�J
18-0-0 Over 2 Supports
R -1371 U -532 W 3" R 1371 U -532 W 3"
Design Crit: TPI-2002(STD)/FBC
1.25
F R O M JP
PLT TYP. Wave C RT=1.00 1.25) 10 0 7.24.1230 0 :i FL - 4 - - R - Scale =.375" Ft.
ALPINE
AI Isle Engpineered Products, Inc.
••WARNING•• iRU51f1 RfU1rIRf: EYIP{NF CAP[ IN fAR0.1CAT lIN. NnXUtIMf.. SHIPPIM4. IaSInl11M(. AND ARA(ING_
REF FR IU Af S( I Ot {9lrll DING f,OMPUMf NI Snfi r✓ IN -A
ORNAl1ONl. VllflliSNfO RV IVI I 0.1154 PLAIF IXSr1111 t1. SAS
O'ON(If RiO ON 51111E )O0. NApISUH. NI S]/i9) nMU Nifn (NO frU TRUSS t<UMCiI. Of AN(Nlf n, fi5U0 fHrf.RVR ISf LN.
MAUI SON, YI SI119) IUP SAf EIY V0.ACIICIS PRIOR 10 Pf: Rf (IRNINf. Iflf Sf illH f,11OM5. IF MY SS OrlIf RNI Sf. IX/IIf,Alto ,
TO'CHORU SHAII HAVE PROVERI.Y n1iACNEU SIRUC IIIP AI. PAME ES AMU ftOiiOM CMURl1 SNAII IIA Vf A VPOPf RI.✓ AI/ACNEU
BEGET) CE II. IMG.
••[MPORTANT •r ua NlsH A roar nt THIS AE.siGH ro YHe. INsietEAlloa fnxYaneroR. At vlxe exGlxfFaef
PRUOUCl S. INf A{Aft MOi fll RL SVONSIAI. f. fOR All Uf.Yin,lOx faOH THIS Ot SIGN; ANY fAII ARF 10 AU rIU FH
,BUSS IN fO fO0.MAHfi NI1N IPI: t1R fAAR lCAIIMG, HANOf IqG. SHIVPIMG. INSI nI.f IA-6 6 ARA(!NG Of 10.US SE S.
OF SI GN CONFORM S YIYH nPPl lfnfllE PPOVISIONS Of NOS {NAI1UNAl. OE.SIGN SPEC. flV Af aPI nNU IVI nI VIXF
CONNffiGR {l Aift ARE Nn OF Of 2011811 AGn (Y,Mf SJK) ASIK A651 GRADE, 4OJ6O (N, KJII, sI GAIN SIT (l.. AVPLY
Pt "IIMSPF (IfON OFACE DRAFT
f'i AT( SRF((1. UYtAND.
ANY U RY"I(IJ SSH n({I IXflt SPE 0.()nNMf i) n1 OI IfVI)1 S)OOl Sit(1}ION PER
Sf. AI SONh /fliS
�
G•••Nx.N �A
`` N""•Nyv
N 5 12 •
•
�••• �N ap �`'
g •I••�O••,Oifr`
LL 20. D PSF
TIC DL 7 0 P S F
BC DL 10.0 PSF
L 0.0 P S F
TOT. L D . 3 7.0 P S F
REF R6666 2109
DATE 0 4 / 1 4 / 0 6
DRW HCUSR6666 06104050
H C - E N G S S B / A P
SEl1N 380054
D U R. F A C.
IfllJ UMIY FKt YAKLU hRUM CUMVIJItR INMU1 (LUAU) & UIMt N�,IUNJ) JUUM11ftU by IKUJ�, Mt K,
(y/bb -K1110 J KtJ1Ut.NCt -- UtLIUNA tL HJ/)
Top chord 2x4 SP #2 N
Bot chord 2x4 SP #2 N
Webs 2x4 SP #3
Hipjack supports 7 0 0 setback jacks with no webs.
Provide ( 2) 0.131"x3" nails, toe nailed at Top chord.
Provide ( 3) 0.162"x3.5" nails, toe nailed at Bot chord
120 mph wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bidg,
Located anywhere in roof, CAT 11, EXP B, wind TC DL4.2 psf, wind
BC DL°°5.0 psf.
Deflection meets L/360 live and L1240 total load.
R°°215 U-180 10 11 3
3213
0 0
R °355 U- 180 +8
4X4(A2)
L<-1 - 10 - 10--->j
�F 9-10-13 Over 3 Supports
R 404 U 180 14°4.243"
Design Crit: TPI-2002(STD)/FBC
PLT TYP. Wave C RT=1.00 1.25 10(0) 7.24.123O OTY:2 FL 4 R Scale =.5" Ft.
ALPINE
Al me ngillCCn;dPtu'as,lnc.
1WMmieyDHve
HarasCity,FL 33844
FL Certificate of Aotbm atiol, # 567
—WARNING— iPllt SfS RI OUINF F:%1Rf HI CAM IN EnHRII'.n11OX, IInNO1. ING. SHIPPING. INS1A1. 1.1 NL nNl7 BPI NG.
I'll,"1 611, 1 Ill 181,IInI NG COMPONF«1 SAFEIY INf OPMAIIONI. PUBIISIIff) BY IPI (IPISS PI.AIE IN%I11111F, 581
D'ONOI'll, UR , SUIT, 1OO. HADI$(]N, NI 511111 AND MICA (Nf1O0 IR1155 COUNTIL Of AMIR1t A, 51Ot1 fNiI:RPRl Sf 1N,
HAnilo". N1 S1/1a) fOR SAIEFY PRACIICFS PRIOR 10 PfNfORHING IIIf:S1. fl]Xf,il(IN5. IJ«I(SS O"I1HNi5f. IN4]ICnIrO.
1O, CHORD CN— 11AYE. PROPERLY Ai1ACHEU 51ROC,IORAt PANFIS AND BOIIOM CHORD SIIAII HAYS: A PROPIRLI AI'IPCIifO
RIGID CEILING.
—IMPORTANT'*111 NISN A COPI Of 11111 DESIGN 10 1Hf: IN5IAILAIIDN 10411AC141 AI 1'INf f.NGi xFi Rk:O
PR(1OUCrS, INC SHAlf NUT BE RESPONS181E IOR ANY DEVIAtiON (ROM 11415 DESIGN: ANY rAi111Rf 10 BUIVD if
i RO55 IN ONIJRHA»(E NIIH 111: 0R FANRICA/ING. HANDt ING. SHIPPING. IXS1 A11t«G A B-CiNG O1 /RI1SSf 5.
D(SIG» CO«fORNS 411H nPPI1fAMi.E: VPOV151ONS Of NOS (NAJI »At. DESIGN SPfC. By Af3PA) AND fPl ALPENE
CONNE CiOR f1Ail5 ARE MADf Of J0/18/16GA (N,H/5/YI ASiM A651 GRAf1F AO/EC (4. K/11.5) GAIN 51Ef1. APPLY
PIAIIS 10 FACH FACE 01 IPNSS AND.UNII SS Oi Ht ANISE I(fAifD ON INIS i)f SIGN, POSI]ION PI:R ORANINGS ,AOa 7.
ANY INSPf(IION OE Pl If5 I011L.NED BY (I) 511At1 Bf PEN ANNI% AY Of IPII 1Doi' SiC I A Si:AI ON ]HIS
ORANIXG IHDIla1FS AfC,fVinXLf Of PPOIISSIOXA( fN61Nl'f:HiNG Rf:SPON5lfllllil SO(IIY i0R ilff 1RUSS <:OMPONENI
Of SIGN SHONN NE Slllingl(It! AND U) E 01 1NIS (ONPONIN' FOR ANY 81111DING 15 IHF RfSPONSIRIIIIY III IHf
NIi1IO1»G DY5IGXER PfR n»SI,FP, , SLG. ,.
•" ••
J""•C
`,—
;• "_�
* �
A/«�;•.• •�O 1O�/;
7`f/
f
{�•
S,O�� �
Apr
:
TC LL
/`
TC DL
BC DL
B C L L
TOT. LD
20.0
7.
10.0
0.0
37
D
0
PSF
PSF
PSF
PSF
PSF
REF
R6666 2110
DATE
04/14/06
DRW
HCUSR6666 06104051
H C E
N G S S B / A P
SEON-
170648
DUR.FAC. 1.25
FROM
JP
SPACING SEE ABOVE
JREF
1SWC6666Z35
IHIJ UWU HHtHAHtU tKUM LUMHUILH INVUI (LUAU) 6 U1MtNJIUNJ) JUUMIIItt) nY IHUJJ MEN.
(7/00 R1NU J 1(t J1U11RUt UtLIVNH rL Y1
Top chord 2x4 SP #3
Bot chord 2x4 SP #3
Webs 2x4 SP #3
Deflection meets L/360 live and L/240 total load.
4 X 4 =_
120 mph wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bldg, not
located within 4.50 ft from roof edge, CAT II, EXP B, wind TIC
DL 4.2 psf, wind BC DL--5.0 psf.
See DWG VALTRUSSO405 for valley details.
+8105
5X8=
2X4111 2X401
7-9-0 _1_ 7-9-0
15-6-0 Over Continuous Support
R=75 PLF U-26 PLF W-15-6-0
Design Crit: TPI-2002(STD)/FBC
PLT TYP. Wave C RT=1.00(1.25)10(0) 7.24.1230 0
OF
�. BC
380059
CONNECTOR PI ALES n0.f NA Of 0I 10J 1X)IfiGn (M,IfJ}JK) aSTH n55J GRAOF 40/50 (N, KJH,S) GAIN Srf FI.. ARE, I
TY:1
FL - 4
- - R
-
Scale
=.5" Ft.
ALPINE
'AN ARNING•• 10.1IS5F5 Rf0111RF E.%IVfMF f,ARE: IH fnRRICATION. NANOLINC. SHIPPING. INSTnI.IING AND BRACING.
R f. FfP TO 9f 51 1 OJ (RUII OIMG I:OM PfI NI NI SAff IY INf ONHAlIOM), Pl19LISNf: 11 BY TPI (IHlISS PI.AIf INSTITUTE. SflJ
D'ONUf RI(1 UP SUIIf. POU. NnO150N, NI 5J/791 aNp NIf,A (N 000 1AUS5 Ell tlNCll. OF AHFft ICn, 1,111 iNTERPP.I SL IN-
BAD ISON . NI 53119) FOR SAFELY PRACTI(.E.S PRI(IR 10 PfftiORNIXG THESE fIINCTIOXS. UNLESS OTI+FHNiSF INDIfnrf:0,
TOP CNORO SHAI. I. HAVE PROVEPLY AITnCHFO STRUCTURAL PANFIS nN0 8011GM CMURD }MAIL HAVE PRGP(.0.1.Y ATTACHED
P IGIO CEILING.
**IMPORTANT** URNIsll A COPY OF THIS DESIGN TO THE INSTnLI.a TiUM CONTRACTOR. ALPINE ENGINE FPfO
V ROOUGTS. INC. $N All NUI Nf. RE SPONSIHLE. EON ANY OEVInIrON FPON THIS Of:SIGM: ANY fnII FIN 911 I10 111E
(Russ Ix COMfORHApCf NIIN IP1: Oa FAXRIfn11XG. HANOIING. SlfiPl'ING, fNSInILING A flaACING OF TRUSSES.
�...NN N• •••�
* �
4 ': TA E
TC LL
T C D L
BC DL
20.0
70
10.0
PSF
P S F
PSF
REF R6666 2111
DATE
0 4 / 1 4 / 0 6
DRW HCUSR6666 06104048
I MIJ UWU VRtVAHtU tRUM (.UMVUItH INVUI (LUAU) & UIMtNJION J) JUbMIIItU by IRUJJ MTH,
(`J/bb KIN(j-J Kt JILit NI,t UtLIUNA tL VZ)
Top chord 2x4 SP #3
Bot chord 2x4 SP #3
Webs 2x4 SP #3
Deflection meets L/360 live and L1240 total load.
120 mph wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. Bldg, not
located within 4.50 ft from roof edge, CAT Il, EXP B, wind TC
DL-4.2 psf, wind BC DL 5.0 psf.
See DWG VALTRUSSO405 for valley details.
4 X 4 =—
+
9 8 5
2X4III
5-9-0 _I_ 5-9-0
LE 11-6-0 Over Continuous Support
R-75 PLFI U° 25 PLF W-ll 6 0
Design Crit: TPI-2002(STD)/FBC
PLT TYP. Wave
C RT=1.00(1.25)/10(0) 7.24.12
10.OTY:1
FL
4/
R
Scale
=.5"
Ft.
"WARNING" TRUSSES REOUIPF FYIREFIf CARE IN fABRiCAi ION. HANDI. ING. SHIPPING. INSEAM ING AND BRAC,1NC,.
REFER To 8!SI 1 O3 (BUILDING COMPONF NI SAFti INF ORMAY I ON). PIIBE ISHIO NY IF (TRUSS PL A I t I„SII IU If. sea
MAN �~
rA
/`
TC
ILL
20.0
P S F
R E F
R 6 6 6 6
2112
D'ONOFRED TOR'. SUIIF
7110, NAOISON. NI S37191 AND .i, CA (.Goo ERIISS (oUNlll. of AMf RICA. 5300 iNTERPRISf I..
�NN
DATE
04/
14/06
MAD190N, NI S3)19) "'
TOP CHORD Slf Akl HAVE
RIGID C,EIE.ING.
""'1 VRACIICF.S PRIOV 1O ViRIONMI„G THESE fUNCE.ONS. II NI [SS OiNERNIS( IND:CAIFD,
PROPF RI.Y AIIAC HESIRUC IURAI PANEIS AMO 80ilON CHORII SYIAII HA Yf A PR OPTRI.Y ATTACHED
1�V.
TC
DL
7.0
PSF
DRW
HCUSR6666 06104047
—IMPORTANT—FURNISH
A COPY OF THIS DESIGN TO 111E INSIWAEION (ONIIIA<:Iov AIPINF: 1.N(:i N((Rfl)
*
BC
DL
10.0
PSF
H C E
N G S S B /
A P
ALPINE
PRODUCES. INC SHAEI Nor BI ReSI•DNSIBIF FOR ANY DEYIAIION IRON HITS DESIGN: ANY fAllDRr 10 Hll11D Flee
IRU SS IM CO Nf FIR MANlE NIIN IP1: OR FABRICATING. HANDI ING. SIIIVVING. INSIAIIING A BRACING OF IpIISSI.,
•
;.• Of
p
B C L L 0.0 P S F
OE SIGN CO N(00.N$ NIIH
CONNf CEOR PTAIIS ARE
nPPI 110.8E f: PROVISIONS Of NDS (NAIIUNPI Of SIGN %Pf C,. NY a{AVn) AND 1P1 AFPINF
NAOf Of 76/18)16GA (W,HJSJk) ASIM A6SS GR ADF. 40)50 fN. N(II.S) GA1Y Si1f(. APPLY
��
T 0 T
L D
3 70
P S F
(}IE'
S EON
380062
AlpuwEngi=mdPw&cts,Inc.
1950 Muley Dave
tlainsCity,FL 33944
FL Certificate of AWhwi7alial 11567
Vl ATE% i0 f C,11 fACF 01 TRUSS AND. UN ESS OLfi(RNI SE 1. !1CA IfD ON 1111S Dt51GN. PO SEIION PER DNANINGS I60A 7.
ANY I„SPEI II0N Of PL Alt% IOF I ONEO BY (II SHAH NE PFR AN NFY A3 Of I", 7007 %f< 3_ A %F: AL ON IH 19
DRAWING INOICAITS ACCkFTANCF Of PROfISSIONAI fNGfNIf9I„G RfSPONSEBI(IIY SOIftY FOR THE ]PUSS COH)IM.,
OF SIGN SHOWN. ]HE SUIIABII IIY AND USE 01 THIS CONPONl NY FOR ANY BVIl DING IS THE RFSPONSIBIl IIY Of THE
BOTTOM, DESIGNER PER ANSI,EPI I SEC. 7.
A p(O
yORI„,.�'
/
Apr
.
DUR. FAC. 1.25
FROM JP
SPACING 24.0"
JREF- 1SWC6666Z35
(9766 KING'S RESIDENCE DELTONA FL V3)
IMI�, Ulfb V'HtYAktU IRUM LUMYUItk 04PUV (LUAU) d UIMtC IU1/J) �,UbflllftU by IkUJJ MIK.
Top chord 2x4 SP y3
Bot chord 2x4 SP y3
Webs 2x4 SP #3
Deflection meets L/360 live and L/240 total load.
4X4= � 5
2 X 4 III
3-9-0
3-9-0
L7-6-0 Over Continuous Support
R 75 PLF U 24 P L F W 7 6 0
120 mph wind, 15.00 ft mean hgt, ASCE 7 02, PART. ENC. bldg, not
located within 4.50 ft from roof edge, CAT II, EXP B, wind TC
DL=4.2 psf, wind BC DL 5.0 psf.
See DWG VALTRUSSO405 for valley details.
+1065
Design Crit: TPI-2002(STD)/FBC
no
AREF
170672
Engineered
_ Y,F fn PI AiES i0 EACH fACE:' OF TRUSS AMp, II NtI SS 01 NF RNI SE LO(alfp Op IRIS Oi. SIGN. POSITION PER
PLT TYP. Wave
C RT-1.00(1.25) 10(0) 7.24.1230
:1
FL
- 4
- - R
-(`
Scale
=.5" Ft.
'P NA0.N I(IN Bf,SI 1IE10]F�(RUI �OING CUMPONL ML nSAVf:NY FABRICATION.
I Xf ORMAiIOHI, HIA MREISfl f.0 8Y 1lPI N(IRUSS IP(Aif AND GI NS1I III /f ,X5U9
Il'ONOf 910 DR.. SUiIE 100. NADItiUN. NI 51/191 AND NiCn (NOOO fRUSS COUNCIL Of ANf RICH. 5100 fNFF RPRI SI lfl.
•~S
TC
LL
20.0
PSF
VALLEY TRUSS DETAIL
TOP CHORD 2X4 SP #2 OR SPF #1/#2 OR BETTER.
BOT CHORD 2X3(') OR 2X4 SP #2N OR SPF #1/#2 OR BETTER.
WEBS 2X4 SP #3 OR BETTER.
" 2X3 MAY BE RIPPED FROM A 2X6 (PITCHED OR SQUARE).
'* ATTACH EACH VALLEY TO EVERY SUPPORTING TRUSS WITH:
(2) 16d BOX (0.135" X 3.5") NAILS TOE -NAILED FOR
SBC 110 MPH, ASCE 7-93 110 MPH WIND OR ASCE 7- 98,
OR ASCE 7-02 130 MPH WIND. 15' MEAN HEIGHT, ENCLOSED
BUILDING. EXP. C. RESIDENTIAL. WEND TC DL=5 PSF.
CUT FROM 2X6 OR /
LARGER AS REQ'D
�4-0-0 MAX
12
12 MAX.�W2X4
W2X4 W2X4
-8-0-0 MAX
12 %'W4X4
12 MAX.I— / -
W1X3��j
W1X3 W1X3
6-0-0 \\WIX3
MAX SPACING)�
16-0-0 MAX
12 �'W4X4
12 MAX. j
j' W1X3
W1X3
_WIX3 W5X4/SPL
U-V-V
MAX SPACING
W1X3
UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY 1X4 "T"-BRACE, 80%
LENGTH OF WEB, VALLEY WEB, SAME SPECIES AND GRADE OR BETTER, ATTACHED
WITH 8d BOX (0.113" X 2.5") NAILS AT 6" OC, OR CONTINUOUS LATERAL BRACING,
EQUALLY SPACED, FOR VERTICAL VALLEY WEBS GREATER THAN 7'9".
MAXIMUM VALLEY VERTICAL HEIGHT MAY NOT EXCEED 12'0".
TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH:
PROPERLY ATTACHED, RATED SHEATHING APPLIED PRIOR TO VALLEY TRUSS
INSTALLATION
OR
PURLINS AT 24" OC OR AS OTHERWISE SPECIFIED ON ENGINEERS' SEALED DESIGN
OR
BY VALLEY TRUSSES USED IN LIEU OF PURLIN SPACING AS SPECIFIED ON
ENGINEERS' SEALED DESIGN.
NOTE THAT THE PURLIN SPACING FOR BRACING THE TOP CHORD OF THE TRUSS
BENEATH THE VALLEY IS MEASURED ALONG THE SLOPE OF THE TOP CHORD.
++ LARGER SPANS MAY BE BUILT AS LONG AS THE VERTICAL HEIGHT DOES
NOT EXCEED 12'0".
BOTTOM CHORD MAY BE SQUARE OR PITCHED CUT AS SHOWN.
VALLEY
SPACING
PITCHED CUT SQUARE CUT
BOTTOM CHORD BOTTOM CHORD
VALLEY VALLEY
TOE -NAILED
W2X4
i
S
W1X3 \\W2X4
W2X4
OPTIONAL STUB
END DETAIL
IV
W4X4
OPTIONAL HIP
JOINT DETAIL
O jy�OJS�-E� T 2
Ili I
-�a a
COMMON RUSSES PARTIAL FRAMING
20-0-0 MAX (++) -1
AT 2 " OC PLAN
SUPPORTING TRUSSES AT 24" OC MAXIMUM SPACING.
THIS DRAWING REPLACES DRAWING A105
;;WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, $HIPPING, INSTALLING AND C
TC LL 30
30
CIO PSF
REF VALLEY DETAIL
BRACING. REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPl (T •... ••
PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI. 53719) AND WTCA (WOOD TRUSS NCiL
.•.•.. (A'
OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR T❑ PERF MIND S •� S
THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTAC 1) Q' 40
TC D L 20
15
T�
7 f SF
7..
DATE E 04 / 1 4 /0 5
STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` : •.
Nc. 8
BC D L 10
10
10 PS F
D RWG VALTR USSO4 0 5
ALPINE
��
+•IMPORTANT•+ FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGI RED
PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU Tp
BC LL 0
0
0 PS F
- E N G M LH KAR
/
740/60
BOIL➢ THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING
BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DES[ G PEC, • T
BY AFSPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/t6GA (W,H/S/K) ASTM G E ri 1 E
TOT. LD. 60
57 PS F
..
55
WI
(W,K/H,S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS ❑THERWISE LO E i
'•.,.�
ALPINE ENGINEERED PRODUCTS,iNC.
POMPANO BEACH. FLORIDA
ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY <F) $HALL
BE PER ANNEX A3 OF TPI I-2002 SEC. 3, A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF OR4/f
PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �s
R/DEL
rSP
I f {.�\b•�
FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDINGACIN'
24'
IABILITYAND STETP( IT C.COMPONENT
(Copy ASCE 7 98 DETAILS GABLE)
I MIb UWG PIQ FAR tU FKUM E,UMPUItH INPUI (LVAU� 6 UIMtNJIUNS) �,UDMIIItU DI IKUS�, MI-H.
140 MPH WIND. 30.0 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE
IN ROOF, CAT II, EXP C, WINO TCDL=5.0 PSF, WIND SCDL-5.0 PSF.
140 MPH WIND. 30.0 FT MEAN HGT. ASCE 7-02, PART. ENC. BLDG, LOCATED ANYWHERE
IN ROOF. CAT 11, EXP C. WIND TCDL=5.0 PSF, WIND BCDL-5.0 PSF,
FOR VERTICAL WEBS LESS THAN 4'0": WIX4
FOR VERTICAL WEBS GREATER THAN 4'0" BUT NO MORE THAN 11'6": W2X4.
* SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS.
** 2X4 OR GREATER CHORDS.
DROP GABLE WILL SUPPORT 4'0" OUTLOOKERS WiTH 2'0" OVERHANG (DROP HEEL GABLE)
SPACED 24" O.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE).
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. TO DESIGN THE ROOF
AND CEILING DIAPHRAGMS AND SPECIFY CONNECTIONS TO TRANSFER ALL OUT -OF -PLANE
LOADS INTO THE ROOF AND CEILING DIAPHRAGMS.
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING
AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS.
++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION
PERPENDICULAR TO SUPPORTS.
R1 NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES
WITH 2 16D NAILS AT EACH END.
R1 NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS
WITH TWO ROWS OF 160 NAILS @ 8' O.C. STAGGERED
4"
BRACING
DEFINITIONS:
NOTE:
"END ZONE" EXISTS 18" AT BOTH ENDS OF
VERTICAL
WEB.
(A)
(1)
2X4 SP #3 "L" BRACE. ATTACH WITH 0.128"X3"
NAILS @ 2" OC.
IN
END
ZONES; 4" OC.
BETWEEN ZONES.
(0)
(2)
2X4 SP #3 "L" BRACES. ATTACH EACH WITH 0.128"X3"
NAILS @
3" OC. IN
END
ZONES; 6" OC.
BETWEEN ZONES.
(C)
(1)
2X6 SP #2 N
"L' BRACE.
ATTACH WiTH
0.128"X3"
NAILS @ 2"
OC. IN
END
ZONES: 4" OC.
BETWEEN ZONES.
(0)
(2)
2X6 SP #2 N
"L" BRACES.
ATTACH EACH
WITH
0.128"X3" NAILS
@ 3" OC. IN
END
ZONES; 6" OC.
BETWEEN ZONES.
STUD
SPACING / BRACING TABLE:
2X4
SP
#3
DEFLEC-
(1) 2X4
(2)
2X4
(1) 2X6
(2) 2X6
STUD
TiON
NO
'L" BRACE
"L"
BRACE
"L" BRACE
"L' BRACE
SPACING
CRITERIA
BRACE
TYPE (A)
TYPE
(8)
TYPE (C)
TYPE (0)
24"
L/360
-----
3' 1"
4'
2"
6' 3"
8' 0"
24"
L/180
-----
3' 4'
5'
7"
6' 3"
11' 0"
16"
L/360
-----
3'11"
5'
3"
7'10"
9111"
16"
L/180
-----
4' 9"
7'
4"
9' 6"
11' 0"
12"
L/360
-----
4' 7"
6'
1"
8111"
11' 0"
12"
L/180
5'11"
8'
5"
11' 0"
11' 0"
OVERHANG DETAIL
LADDER W/
STEPS @ 24" OC.
t_n-n
INCLUDES
FASCIA
REFER TO TABLE FOR
BRACING REQUIREMENTS.
ALT. GABLE SHAPES:
Over Continuous SUP
M280TF
Note: All Plates Are 2X4 Except As Shown, R2: REVISED FOR ASCE 7 02.
p R3: REVISED DIAPHRAGM NOTE. DLJ 09/30J2005
DLJ 02127120OG R1 REV 2 5 02 JWC DETAIL: 140GC
PLT TYP. Wave TPI-95 Design Crit: TPI-1995 STD HI 1 R - Scale
••WARNING•• IRUSSIS Rf0U1Rf I:VIRfMI CARE IN FABRICATION. 14ANDI.ING. SHIPPING. INSIAI.1,INC. AND BVAN �� TC LL 30.0 PSF REF R001 0
REFfN TO BCSI 1 01 (B1111 DING COMPONENT IAl'ETY rNFORMATIOMI, PUNI.(SHID BY IRE (IRHSS PEA If INSIT I'll .83 •*N*• "f**
D'ONOERIO DP SVI tF: 200, MADE Sf N, WE 53119I AND MICA INDCID 1NUSS rOEiN C. (I. OF AMf PICA. fi)0O fpif Itf (N, N",
MADTiON. NI "'I" FOR SAff1Y PR.:""' PRIOR 10 PE:P.EOBMING'.'s' fUN(IIONS. UNIfSS OIHFftNIS INDI(A"o. TC DL 7.0 PSF DATE 03 27 02
1OP CHORD S)IAII HAVE PPOPf RI.Y AT IACMED STRDCTURAI. PART$I AND BOTTOM CHORD SHAH HAVE A PROPf LY ATTACHED N� v / /
RIGID IJ II ING.
BC DL 10.0 PSF DRW HCUSROOI 02086015
`•IMPORTANT`*FURNI<o A COPY Of Airs Df:liGN t0 TIIE. (NSIAI. I AFTON CONTRACTOR. hIPINE IN IFRFD * ♦ ! y
ALPINE PPODEfCIS. (NC SHAH NOT NI RfSPON5101k FOR ANY DFVIA R OK FROM THIS DESIGN; ANY fAIIIIRF TO RUI Nf _ 'a 7` B C L L 0.0 P S F H C - E N G DLJ/DLJ
T REISS IN ONTORMAN( WITH IPI: OR TABRICAIIKG. HAND I ING. SHIPPING. INSI I.IING A BRACING OF ERAS S.
DESIGN CONFORMS WITH APPI ICABE.f PROVISIONS Of KOS tNATIOMAi DESIGN SPEC. BY FAPA) ANC) TPI AfP A:YA7 TOT. L D- 47.0 P S F S E 0 N 24860
f Ob Mf CT
Pl Ifl R(. MAIZE Of 20)IB)lfiG (W H/S)K) SIM ISl GNAUI AO J10 (u N)H 1) C I.Y lilll. VI(Y �On�O �f JiI
P(AIEl TO EACH FAQ Of IPIISt AND. II NI ESS OTHERWISE LOCATED O THIS DESIGN. POYIITON PER DRAWINGS 1 O.-l. VVV\li(��
ANY INSPECTION Of 11 IfS f0 TI(Ei B (1) 1H II BE PER NN[k 3 OF IP11 2002 SF< S 1E. i. ON "III tRM
AIQIIIeEnginceredProducts,lnc. DRAWING INDICATES ACUPIAN(E OF PROFISSIONAI ENGINEERING. RfSPONSIBIIITY SOIIIY FOR THE TRUSS COMPONEKT �s/0` `Av OUR . FAC. 1.33
1950MmieyDnDe DESIGN SHOWN. THE 1HEIANIIITY AND USE Of THIS COMPONENT OR
Apt 9H1lDIbG IS IHf PkSPON1191111Y OF Tlif `Y•
Haines City, FL33844 BUILDING DESIGNER PER ANSIJTPIISEC. 2. SPACING 24.D° JREF 1SV3DD1_RD3
FL Certificate of Aud*dz#m # 567
!2 I 28'
1
_ t�
N .LQt� N
'0'
RYmN 80WS7_`
Pr+OI\E :321; L;013 - 481
TRUSSWOOD
Rocs & Floc^ Trusses
---------------------
3620 Bobbi Lane
P.G. Box 5366
Titusville, FL
32783-5366
Orr i ce : (321 ) 383 -0366
Fax : (321) 383 -0362
E-NoiI:PorkerJOTrusswood.Net
WWW:WWW.TRUSSWOOD.NET
CUSTOMER: Accent Homes
JOB NAME: ruin dc�'s Residence
DATE: 2/10/2006
JOB NO.: 9766
MODEL: NO MODEL NAME
*BUILDERS WARNING*
• THIS LAYOUT IS FOR PLACEMENT OF
ENGINEERED COMPONENTS.
• FOR ERECTION AND INSTALLATION
(TEMPORARY AND PERMANENT)
FOLLOW INSTRUCTIONS ON BCSI-B1
SUMMARY SHEETS AND FINAL
ENGINEERING SHEETS FOR EACH TRUSS.
SEE FINAL ENGINEERING SHEETS
FOR NUMBER OF GIRDER PLIES,
CONNECTIONS, WEB CONFIGURATIONS,
BRACING, TRUSS SPACING AND REACTIONS.
ALTERATIONS AND/OR REPAIRS TO
TRUSSES MUST BE APPROVED IN
ADVANCE BY OUR ENGINEERING
DEPARTMENT.
BACKCHARGES WILL NOT BE ACCEPTED
UNLESS OUR ENGINEERING DEPARTMENT
APPROVES THEM IN ADVANCE.
ALL PLANS ARE NOT TO SCALE. DO NOT
SCALE ANY PLANS, IF DIMENSIONS ARE
MISSING OR ARE UNCLEAR, PLEASE
CALL THE OFFICE TO GET THE
DIMENSION.
i� LORDING: 20+7+10-37 psf,
WIND SPEED: 120 mph PEXB RSCE 7 2,
SPACING: 2'
DRAWN BY: Josh Porker
PITCH: 5/12
OVERHANG: 1'4" �1
CANT.: ��
BEARING SIZE(s): 8"
SOURRE FT.: 1595'
WALL HEIGHT (s) : 9' -04"
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1
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�-- 12' a .L t' �'1
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TRUSSW0OD
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RooF & F oor- Trusses
---------------------
3020 Bcbbi Lane
P.O. Box j366
Titusvii;e, FL
32783-5366
Orrice : (321) 383 -0366
Fox : (321 ) 383 -0362
E-Moii:PcrkerJOTrusswood.Net
WWW:WWW.TRUSSWOOD.NET
CUSTOMER: Accent Homes
JOB NAME: Kin dc�'s Residence
DRTE : 2/ 1 MOO6
JOB NO.: 9766
MODEL: NO MODEL NAME
*BUILDERS WARNING*
THIS LAYOUT IS FOR PLACEMENT OF
ENGINEERED COMPONENTS.
FOR ERECTION AND INSTALLATION
(TEMPORARY AND PERMANENT)
FOLLOW INSTRUCTIONS ON BCSI-B1
=' SUMMARY SHEETS AND FINAL
ENGINEERING SHEETS FOR EACH TRUSS.
SEE FINAL ENGINEERING SHEETS
FOR NUMBER OF GIRDER PLIES,
CONNECTIONS, WEB CONFIGURATIONS,
BRACING, TRUSS SPACING AND REACTIONS.
ALTERATIONS RND/OR REPAIRS TO
TRUSSES MUST BE APPROVED IN
ADVANCE BY OUR ENGINEERING
DEPARTMENT.
BACKCHARGES WILL NOT BE ACCEPTED
UNLESS OUR ENGINEERING DEPARTMENT
APPROVES THEM IN ADVANCE.
ALL PLANS ARE NOT TO SCALE. DO NOT
SCALE ANY PLANS, IF DIMENSIONS ARE
MISSING OR ARE UNCLERR, PLEASE
CALL THE OFFICE TO GET THE
DIMENSION.
r� LORDING: 20+7+10-37 psf
WINO SPEED: 120 mph PEXB RSCE 7-02
SPACING: 2'
DRAWN BY: Josh Porker
PITCH: 5/12
OVERHANG: 1'4"
CANT.:
BEARING SIZE (s) : 8-
SOURRE FT.: 1595'
WALL HEIGHT(s): 9'-04-
40'
CITY OF SANFORD PERMIT APPLICATION
Date:LLL-2-clo'
Permit # : _
Job AddressAr~�
Description of Work: 7
Zoning: Value of W
Historic District:
nn1 ri_r ,sue
RECEIVE
1-11— r Zoos
- Pool
Permit Type. Building __ // Electrical -__--- Mechanical _ __ Plumbing ____.__ Fire Sprinkler/Alarm
Electrical: New Service — # of AMPS
Addition/Alteration► Change of Service Temporary Pole
Mechanical: Residential Non-Kesidential Replacement New (u uct layout &. Energy Calc. Required)
Plumbing/New Commercial: # of Fixtures 17 # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets
Plumbing Repair — Residential or Commercial
occupancy T, Residential V. Commercial Industrial Total Square Footage:
coups Type: `i
Construction Type: C `I # o tortes: �_ # of Dwelling Units: �_ Flood Zone: _ (FEMA rorm required for other than X)
Parcel #:
Owners Name & Address: �-
Contractor Name & Address:
Phone & Fax: .-i4l
Bonding Comparty:
Address: '
Mortgage Lender:
Address: r
-k- 6--4-r k t
C (Attach
>_ ti State Lic
utact P son:
of Ownership & Legal Description)
phone:
C Ci
� r_ Phone:.3,4 7 .2 7- C" J� >
Phone: 3 9 6 `- 7-7 �—/`
Address:) 4,n )i rl �TlG�KaiJ L + , 'P:'� Fax:
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 standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS. HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNEit'S AFFIDAVIT: I cer ify`that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. 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.
NOTICE; In addition to the requirements of this permit, timm may ba additional restrictions applicable to this pmperty that may be found in the public records of
this county, and there maybe additional permits required from other governmental entities such as water management districts, state encies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the require is lorida . a , FS 71 .
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name Print Contra or/Agent's Name
Signature of Notary-Staie of Florida Date Signature of Notary -State of Florida Dale
Owner/Agent is — Personally Known to Me or
Produced ID
Contractor,'Agent is Personally Known to Me or
Produced ID \ . ! ay 1 1 /
APPLICATION APPROVED
BY: Bldg: Zo_�' Utilities: V FD:
(initial fir. Date) — (Initial � Date) (Initial S, Date) (initial
Special Conditions: (
PLAT OF BOUNDARY SURVEY
for
CHERALYN KING
Legal Description
LOT 197, PINEHURST, according to the Plat thereof as recorded in Plat Book 3, Page 71, of the Public
Records of Seminole County, Florida.
196
128.36' PLAT)
N 89'37'05" W 125.31' ACTUAL)
m
v o --- - 32.00'
30.74'
20: ;
oz
> T 20" OAK I
x>; � i
MSHED ETq�
23.49' o
ro PROPOSED
o
o HOUSE
0
CONC.
PROP FF = 1.50
=
49.61'
43.50'
197
PROPOSED i�
POWER
CARPORT 00
O
POLE
18.00
0
N 89'37'05
W 125.36
ACTUAL
$
128.37'
(PLAT)
im
61
198
SOP
SCALE: 1 "=30'
PQ
SURVEY NOTES:
1) The street address of the above -described property is S. MAPLE AVENUE.
2) The above -described property lies in a Flood Zone X.
1Z
0
W
F-
c�
z
Ln
Q
w
_!
cc
U
N
SURVEYOR'S CERTIFICATE
This is to certify that I have made a Survey of the above described property and that the plat hereon delineated
is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical
Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes.
1 PROJECT NO: 0(
1%_. f - --y.`.
�
KITNER SURVEYING, INC.
R. BLAIR KITNER - P.L.S. NO. 3382
Post Office Box 823, Sanford, F1. 32772-0823
(407) 322-2000
SURVEY DATE: 11 JANUARY' 200(o