HomeMy WebLinkAbout2428 Princeton Ave 13-2361 NEW SFHCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 13100005
BUILDING APPLICATION #: 13-10000528
BUILDING PERMIT NUMBER: 13-10000528
UNIT ADDRESS: PRINCETON AVE. 2428
TRAFFIC ZONE:022 JURISDICTION:
SEC: TWP: RNG: SUF:
SUBDIVISION:
PLAT BOOK: PLAT BOOK PAGE:
OWNER NAME:
ADDRESS:
APPLICANT NAME: SHAIRI MAHMOOD
ADDRESS: 510 SANATA CT. WINTER SPRINGS
LAND USE: SINGEL FAMILY RESIDENTIAL
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
1 \_
LbV2 013
CT102014
DATE: October
31-19-31-518-0000-0630
PARCEL:
TRACT: efMlt.
BLOCK: LOT:
FL 32708 /3 5p0bqr & d O
SPECIAL NOTES: 2428 PRINCETON AVE. / LOT 63 SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE
TYPE DIST SCHED RATE UNITS TYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing
ROADS
705.00 1.000 dwl unit 705.00
COLLECTORS N/A
Sin Family Housiing 00 1.000 dwl unit 00
Rle
FIRE RE
LIBRARY CO -WIDE ORD
00
Single Family Housing
SCHOOLS
54.00 1.000 dwl unit 54.00
CO -WIDE ORD
Single Family HoN Ang 5,000.00 1.000 dwl unit 5,000.00
PA
LAW ENFORCE N/A
00
DRAINAGE N/A
00
00
AMOUWD 759.
STAT
RECEIVEDTBY: /G SIGNATURE:
PLEASE PRINT NAME)
DATE:20(12
NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OV&ER AND
ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. ***
DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT
2 -FINANCE 4 -LAND MANAGEMENT
NOTE**
EMNACNIED FIS , YND FEES NATHE
SIOLEOUTTYROAD, IRE/RESCUELIBRARAN/OREDUCATIONALL
ISSUANCE OF A BUILDING PERMIT.
rtxbUvb PJ<E ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR
DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN
CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TR REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE PLAN.IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE 'i'OP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT***
101
ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE
DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.
SEP '? l p i CITY OF SANFORDb
BUILDING & FIRE PREVENTION
ERMIT APPLICATION
Application No: ` ` Documented Construction Value: $
Job Address: -z4 -0 P01INQ5TV1r A1/8
Parcel ID:
Historic District: Yes No I&
Zoning:
Description of Work: C0i1JqCZuGT A R15k1
Plan Review Contact Person: 5G177r IUEs% Title: P?651PA747 T
Phone: 407-704-41343 Fax: 407-M -Z r4'7 E-mail: COM
Property Owner Information
Name M i4 H MQ0 b 59A I P j Phone:
Street: '51 V 5AIATi4 CT, Resident of property?
City, State Zip: u% kae- rZ QPalUGS : _ 3174
Contractor Information
X/V
Name M • ' %ii. /U to /CA(A4ff 5=. 44 j i" Phone: -407- 330 Z5_4 7
Street: Vii C*V5T14L F4-!5,7-YtEW F4 -!5,7-T' Fax: 407-530-2!547
City, State Zip: S &Qj FL 372-77S State License No.: G b(0Z01 D
Architect/Engineer Information
Name: P 6-. Phone: Ay -1-57Z ' SSS 7
Street: 453i " O0 -N '5P—_4T4 Fax: 4D7- <24 - 54 3'
City, St, Zip: At onvyrr 5 i,y Ft- 5z_ -74E -mail: rix 1 70l l= cOMI
Bonding Company: _ Tft Mortgage Lender:
Address: /p, Z 4Wr?..r Address:
OF
33 / 0 S'a. 0 5.
PER T IN FORMA
Building Permit 19
Square Footage: I b Construction Type: le y No. of Stories:
No. of Dwelling Units: Flood Zone: yva
Electrical 13 Plumbing
New Service - No. of AMPS: 1510 New Construction - No. of Fixtures: 7
Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
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: 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. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. 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 of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
3-13 $z3Zet
Signature o Owner/Agent Date Signature Contractor/Agent Dat
N'1 1tit m m l J^1 ' i c## -6t, S , W 7
Print Owner/Agent's Name Print Contractor ge 's Name
at a of Notary -State of Flor Date S ature Nota -State of FloridDatea
ADA C. CAMERON ADA C. CAMERON
ADA C. CAMERON Commission # EE 185655Contrnlasion # EE 185655
u Ct)MmiSF.+'• rc rr '^s5 =April 1. 2016 ms 1.2016
Emir! €, gmdeOTbuTIgPonYmrsaEDt~>6 1013 (D -F BadadtWTv1FA ws+oe3**701?
Owner/Agent is Personally Known to Me or Contractor/Agent is rsonally Known to Me or
Produced ID Type of IDIO.1 6VeQQ 55/0-6',9Produced 1D Type of 1D
45S32'd
APPROVALS: ZONING: AWt 6-d343 UTILITIES: WASTE WATER:
ENGINEERING. /CJ /-/3 FIRE: BUILDING:
COMMENTS:
Rev 11.08
P%4Rib
Ll I City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Us Wes T 7c- Firm:
AddressV:et-) E4=4s4
City: State: Zip Code:
Phone: 4V '33U 2s2ll Fax: Email:
Property Address: 247,f3
Property Owner:
Parcel identification Number: ,3 - °%- 3/_ JY%
8_ 0000— 063c>
Phone Number: X07- 3,I U- 9 6 02 Email:
The reason for the flood plain determination is:
New structure Existing Structure (pre -2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4076)
OFFICIAL USE ONLY
Flood Zone: Base Flood Elevation: 0-- Datum: -
FIRM Panel Number: 12.,10 COp 70f Map Date: `fi, fZ$ Zoc 7,
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
The parcel is not in the: 91loodplain floodway
The structure is in the: floodplain floodway
O The structure is not in the: ED-Roodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
Reviewed by: S , S Date: p 20
1AEngr-Fi1es\E1evation Certificate\Flood Zone Determination Request Form.doc
G01C,4la
D SEP 2 6 2013 CITY OF SANFORD
1 BUILDING & FIRE PREVENTION
PERMIT APPLICATION
07 j ?
Application No: , Documented Construction Value: 1 17 F1
Job Address: ?iJ Z0 NAN65-109 Al6r, Historic District: Yes No I&
ParcelID: i g 3 / - i18 -O O l 3 D Zoning:
Description of Work: CDNSCBUGT ?651,>brvCS
Plan Review Contact Person: Siwr WEST Title: PW!-;1>6R1T
Phone: 4g7.70Z - 4 X343 Fax: 447- M - z;47 E-mail: k1.5Wx72q RAQ l-# CON(
Property Owner Information
Name M J4 H M00 > 5gA l e l Phone: -407- 31 Z7- q(eQ Z -
Street: 5117 5A114TA C T, Resident of property? : Alp
City, State Zip: M11K/7E2 'PPA UGS. &_ 3Z7dg
Contractor Information
Name M • 5 W&,;] 1A) l d1(!)j ff_ S. (!%57' Phone: -407" 330 -Z,524 I
Street: 1013 CP(571 1_ www EI V- Fax: -407-530-Z5-47
City, State Zip: '5AN O4FT> . FL 3277S State License No.: C&G b b ZOI O
Architect/Engineer Information
Name: 5, CI & L P L-, Phone:. A07— 5 -V —S -57S7
Street: , qvj SOy-rk( S g= 4 34 Fax: 40 7-- S.74 -54 34
City, St, Zip: Al,RPW VTC f X2' , f=L 57,714 E-mail: rb.'
If
ZO Mai, colli(
Bonding Company: u Mortgage Lender:
Address: J,rz z n 66-7e 1 Address:
p
cid A/ltu
PERMIT INFORMATION
Building Permit 13
Square Footage: 16139 Construction Type: le) No. of Stories: %
No. of Dwelling Units: Flood Zone: A/D
Electrical 13
New Service - No. of AMPS: I s'O
Mechanical 0 (Duct layout required for new systems)
Plumbing M
New Construction - No. of Fixtures: 7
Fire Sprinkler/Alarm D No. of heads:
9 10649.4.E
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. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. 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 1 will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
jNt [ yY1 m m fit_
1-3-13&Illyd- 13/,, Zet
siinaLie-df Contractor/Agent Dat
A 1 rAF-t, -5:, W6157 -
Print ComractorlAt;ertt's Name _
23 -iti
to ofFlom Date , S at&e No -State of Florida-
LAFRON ADArAMF
DAC CRIuQRON ..
R
f °= ACommAtssion # EE 185655 Co unissim # EE 856561QAC. ._
Com -in.. t. l`r, • -r`5 ° ,' Mies l n1, .
Ex{+i Jr.
Baidtt111ruTigFsi1,
2016
latsaE 7ES7019 naTgFaonlursv0315
B:n£•.' iBt '
Owner/Agent is Personally Known to Me or Contractor/Agent is rsonally Known to Me or
Produced 1D Type of IDI& 6fg i SSV -S-2 — Produced ID Type of ID
OJo 'd
APPROVALS: ZONING:
COMMENTS:
Rev 11.08
UTILITIES:
ENGINEERING: FIRE:
WASTE WATER:
BUILDING: Jv /1
SEP `? 5 2011 CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: Documented Construction Value: $ Zq, arit7. y
Job Address: 247-0 KINCE W AVE.
Parcel ID:
Historic District: Yes No I'
Zoning:
Description of Work: Cc AI grei1%b w 41/1/ae FA n a—Y A%1 k w40-
Plan Revitw Contact Person: 56o7r WEST Title:
Phone: 4117 - 70z, 4 143 Fax: 407-M? - Z,57'4'7 E-mail: /15u1 72 1 4a -CDM
Property Owner Information
Name M)18 MUdi> 5YAICI Phone:
Street: '"117 5NJ4M CT, Resident of property?
City, State Zip: I/r i v'rez 5PP4y6es _2_'7t70
41
X/V
Contractor Information
Name M, 5 i U C2212/C/R Z 5 lfJ i' Phone: -407-110-?
Street: Wee WQ) Fax: .407– 3 3 0 - Z5_4 7
City, State Zip: FZr 37_77_S State License No.: C6C bhZ01 O
Architect/Engineer Information
Name: "r S. CA—1 L F 6-.- Phone: Aai-- 572 ( — 5-57,S.7
Street: 53i S00 -r( 5 9 4 M Fax: Ap7— <yl —SQ 3*4
City, St, Zip:ALU/U•i . ' a!5;ri- 3z-14 E-mail: Z0 L yl-= C'O/( T1 017
Bonding Company: NA
Address:
Mortgage Lender:
Address:
PERMIT INFORMATION
Building Permit 13
Square Footage: 16 B 9 Construction Type: 15 r1C No. of Stories: %
No. of Dwelling Units: Flood Zone: NC?
Electrical Q Plumbing M
New Service — No. of AMPS: 1'5'10 New Construction - No. of Fixtures: 7
Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
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. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. 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 of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
lid Z3 ZeI
Signature rer/Agent atDateSignure ntContractor/AgeDat(
Ai c##fZ, S rr-
Print Owner/Agent's Naammee Prim Contractorge 's Name
C. CAMERON M1 ADA C. CAMEROW
ADA C. CMM RON l Commission # EE 185655 _Commission # EE 185655
A(rynjgc n•.:: rr •''S5 Expims April 1, 2016 AprP 1, 2ti18
Exrir• gmdedllruTigFihhar+ 701 BuitlydTMiTOFA11M el04nitQ
nk. WI•
Owner/Agent is Personally Known to Me or Contractor/Agent isrsonally Known to Me or
Produced ID Type of ID96V S1.Q7 SS/(> -So? - Produced ID Type of ID
oSo 'd
APPROVALS: ZONING: UTILITIES: WASTE WATER:
BUILDING: ENGINEERING:
COMMENTS:
Rev 11.08
FIRE:
CONTRACT
2013-821-63
Agreement made as of August 21, 2013 between the OWNER, Mahmood Shairi of 510
Snata Ct. Winter Springs, FL 32708 and the CONTRACTOR, Michael S. West,
President, M. S. West, Inc. of 108 Crystal View East, Sanford, FL 32773.
Proiect Location
Princeton Ave. Sanford, FL 32771
Parcel #31-19-31-518-0000-0630
Legal Description: Lot 63, Gardenia, Seminole County Florida
Scone of Work
Design & Construct a new residence for Mr. Shairi. The construction is to be based upon
architectural plans by MSW Designs, Model 1357, approximately 1688 total square foot
under roof. This work is for the new structure and improvements as outlined in the Cost.
Cost
The Overall construction cost is projected to be $129,950.00 based upon Project
Specifications. The Overall construction cost includes the Design, Engineering and Lot
Drainage planning of the new structure and the construction of the new Structure.
A $2,500.00 non-refundable binder deposit is required to execute this Contract, these
funds are to be applied towards the overall purchase price.
Agreement
CONTRACTOR accepts the relationship of trust and confidence established between him
and the OWNER by this agreement. He agrees to oversee construction, and to be in
compliance with sound building practices and in conformity with local building codes.
The CONTRACTOR will use his best efforts to complete the project in the best and
soundest way and in the most expeditious manner consistent with the interest of the
OWNER. This agreement is a Contractual agreement. This agreement represents the
entire agreement between the OWNER and the CONTRACTOR and supersedes all prior
negotiations, representations, or agreements. This agreement shall not be superseded by
any provisions of the documents for construction and may be amended only by written
instrument signed by both OWNER and CONTRACTOR.
Page 1 of 5 O ER initial
MARYpNNF 111149E, WMINOLE COUNTY
THIS INSTRUMENT PREPARED BY:
CLERK OF CIRWIT COURT & CONNTROLLER
Name: 1 .4.,q .l dG,r !s lyoi-r- BK WIN? N? Pq 05651 O pq)
Address: E CLERK'S # 2013124469
i—[
3Z77 110,111110:1) 09/P6/I'013 12:?P:14 Mil
REWHOINO FFF4 10.00
NOTICE OF COMMENCEMENT RE131IMPI) BY T 5"th
State of Florida
County of Seminole
Permit Number: 13— 93 tel Parcel ID Number: 3
The undersigned hereby gives notice that improvement 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.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) w
PJ
Iran
W
GENERAL DESCRIPTION OF IMPROVEMENT:
C,fy `rkyC r k AI EW !SIA16 CPF Icy SES I D . rt/C6
OWNER INFORMATION:
Name: A A d Ad m D 59 - dZ I
Address: a0 V. i C7, ull Ali fz S /<l/ rS , F7L 3 Z70 0
Fee Simple Title Holder (if other than owner) Name:
Address:
CONTRACTOR:
Name:
Address: 10f,? a V51t l VIEW Oki - — 5Rd1F2,e L> Fiu 32-77-3
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be serve
as provided by Section 713.13(1)(b), Florida Statutes. •
l Name: `
KYA p el
Address:^ *,
In addition to himself, Owner Designates ctERK F -Aral a .1 Q91011* t
To receive a copy 41owOM6r•s Ni s t1bd in
M
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording u4% a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the best o knowledge and belief.
a S 4 /r
Owner's Signature Ownels Printed Name
Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead."
State of County
The foregoing instrument was acknowledged before me thi% u day of , 20
by / %e/y d U //D' / /`
r
Who is personally known to me
Name of person making statement
OR who has produced identification 0 type of identification produced:>_I
11-7
ADA C. CAAtFRpM
Camftm # EE 185655 Notary S aturey. l1, 2016
h tet0936S1919
ALWAYS 5ET TRUSSES PER LAYOUT AND ENGINEERING THAT ACCOI`1FANY THE TRUSSES AT DELIVERY
Refer to truss engineering to veriFc all girder ply 8juantities and required nailing/ bolting pattern. Off
PERMIT"# r3.23
HANGER SCHEDULE
J L - SIMPSON HU526
3 NEEDED)
J L - SIMPSON, HG-US26 -2
I NEEDED)
BEARING HE IGHT5
T - 1'-0' NEIGPT
6-0' HEIGHT
VERIFY ALL DI fEN51ON5, WALL
HEIGHT5, BEARING CONDITIONS,
NOTES, ROOF AND CEILING
CONDITIONS PRIOR TO
CONSTRUCT ION.
W,
w
W
W
C.
4
33'
THIS LAYOUT 6UPERCEDE5 ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT.
REL: S-6-13) REVISom-
LOADING CRITERIA
v.
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OT TOC-:oRD L IST L o_o
OTTON CHORlD D= -AD LOAD
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TOTAL LOAD
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THIS LAYOUT 6UPERCEDE5 ANY PREVIOUSLY RELEASED TRUSS LAYOUTS FOR THIS PROJECT.
REL: S-6-13) REVISom-
LOADING CRITERIA
v.
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OT TOC-:oRD L IST L o_o 0611
OTTON CHORlD D= -AD LOAD ps. .
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3UlILDI\G EXPOSURE 5
BADIM6 T'
NOTE
IT 16 THE IESPONWBILITY OP THE BWLDNG DESIWNER OR
ARCHITECT To PROJIDE AN APPROPRIATE 00W0ECTION FOR Twee
TO SUPPORTM 6TwCTUW PER REACTIONS GLiQ?N ON TwG6
ENGINEERING. SPECIAL CONNPERATIONS FOR MECAANCAL EOLIRMI
AND/OR FLU MBING (AM THEIR OOHECrfON6I IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
T1416 COMPANY 16 A TRUSS MA,NPACTTUIER WON
WSPON6I8ILITMO AIREE LrVED TO THOSE 0E6CR9ED N WTCA
WWW 'DEGrk IEGPONWO LITIEW. ACGCI®MIGLY, IT DISCLAIMS
ANY PESPONLIIBILITIES AND/OR LIABILITY FOR THE CONSTRICTION
OESUK ORAWN66. DOCU MBNTS INCN.LLDING THE INSTALLATION AND
BRACING OF TRU66E5 MAWFACTITI:D BY T4I6 COMPANY.
ZX,
8
3.7
TYPICAL TRUSS END
WARNING
CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING I
NOT THE RESPON61BILWr OF THE TRUSS OE61GK:R PLATE
MANUFACTURER OR TRUSS MAAFACTIROk PERS" ERECTIYP
rFkW E6 AM CAUTIONED TO SEEK PROFESSIONAL ADVICE
w M ELECTION BRACING W4104 16 ALWAYS R GUMED TO
PREVENT TOFMM AND DOMNOINC DARING ERECTIpie AND
PERMANENT BRACING WHICH MAY BE IEOWRED N SPECIFIC
APPLICATIONS. GEE 'GWDE TO GOOD PRACTICE FOR HANDLING.
INBTALLNG. RESTRAINING N BRACING OF METAL PLATE CONNECTED
WOOD rFAME6IEcomiENDATION6'
NBC6( 2006) FCR RIRTFER IFORMATIOt
Ts1UxE5 SILALL BE INSTALLED N A STRAcmr AND PLUrm
PO6RION. W4FRE NO SHEAT14M W APPLIED DIRECTLY TO TOP
AND/OR BOTTOM CWOi76. THEY 69ALL BE BRACED A6 GFEC17 ED
ON THE ENGNEEIED DESIGN, rf%Aft6 6+W.L BE HANDLED WITIH
MASCNOBLE CARE DU W4 E-MCTON TO PREVENT DAMAGE OR
ATTENTION
APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY
BEFORE FABRICATION CAN BEGIN, VERIFY SPANS,
PITCHES, OVERHANGS. ELEVATIONS. & BEARING
CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES
TOTAL RESPONSIBILITY. THE TRUSSES WILL BE BUILT
IN ACCORDANCE WITH THIS LAYOUT'
APPROVED BY:
DATE:
5GOTT WEST
3 %-: -
MODEL 1351
r03 GARDENIA
S-6-13 TH 6123
PERMIT #,-L -
OFFICE
L
KrnnmrWrrrITWBuildingComponentsGroup, Inc. Dei H
2400 Lake Orange Drive suite 150 Orlando FL 32837 p'::.....•'• '
Florida Engineering Certificate of Authorization Number: 0 278 yam,••\' E
Florida Certificate of Product Approval N FL 1999
33 :
SCC •••`
Page I of I Document ID: IUZF408-ZI 106161010 1 :•
i 0.708 1
Truss Fabricator: Accu -Span Truss Conpany
Job Identification: 6123 -/YODEL 1357 -SCOTT (BEST -- 63 GARDENIA (6123 -/YODEL 1 7OTS
Truss Count: 25 t A •
Model Code: Florida Building Code 2010
9.'•,C .• :5j" A
Truss Criteria: FBC201ORes/TPI-2007(STD) s+S,Di Q••
G `
Engineering Software: A I p i ne Software, Version 13.01. *4 gyp``
Structural Engineer of Record: The identity of the structural EOR d i d not exist as of 0 112ER''*
Address: the seal date per section 61015-31.003(5a) of the FAC
Minimum Design Loads: Roof - 37.0 PSF p 1.25 Duration
Floor - N/A
Wind - 139 BPH ASCE 7-10 -Closed
Notes:
1. Determination as to the suitability of these truss components for the William H. Krick
structure is the responsibility of the building designer/engineer of -Truss Design Engineer -
record, as defined in ANSI/TPI 1
2. The drawing date shown on this index sheet nest match the date shown 1950 Marley Drive
on the individual truss conponent drawing. Baines City, FL 33844
3. As shown on attached drawings; the drawing nunber is preceded by: NCUSR408
Details: 1401SEC1-GBLLETIN-BRCLBSUB-
Ref Description Drawing# Date
1 36638--A1 13249280 09/06/13
2 36639--A2 13249262 09/06/13
3 36640--A3 13249272 09/06/13
4 36641--D2 13249269 09/06/13
S 36642--D1 13249275 09/06/13
6 36643--D3 13249285 09/06/13
7 36644--C3B 13249268 09/06/13
8 36645-43A 13249266 09/06/13
9 36646--C1 13249279 09/06/13
10 36647--C2 13249277 09/06/13
11 36648--C3 13249278 09/06/13
12 36649--12 13249267 09/06/13
13 36650-41 13249276 09/06/13
14 36651 --EJB 13249281 09/06/13
15 36652--EJ7 13249273 09/06/13
16 36653--HJ8 13249264 09/06/13
17 36654--11.17 13249274 09/06/13
18 36655--CJ6 13249283 09/06/13
19 36656 --CJS 13249270 09/06/13
20 36657--CJ4 13249284 09/06/13
21 36658--CJ3 13249271 09/06/13
22 366S9--EJ3 13249263 09/06/13
23 36660--HJ3 13249265 09/06/13
24 36661--CJ1 13249286 09/06/13
25 36662--CJ2 13249282 09/06/13
6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - Al )
Top chord 2x4 SP M2 Dcnse-13B
Bot chord 2x4 SP_N1 Denso_13B :B2. B3 2x4 SP -M2 Dcnse-138:
Webs 2x4 SP_N3_13B
Lt Wedge 2x4 SP_M3_138::Rt Wedge 2x4 SP_N3_13B:
Lumber grades designated with "1311" use design values approved
1/30/2013 by ALSC
Special loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.p1 25)
TC- From 56 plf at -1.00 to 56 plf at 7.03
TC- From 28 plf at 7.03 to 28 plf at 16.50
TC- From 28 plf at 16.50 to 28 plf at 25.97
TC- From 56 plf at 25.97 to 56 plf at 34.00
BC- From 4 plf at -1.00 to 4 plf at 0.00
BC- From 21 plf at 0.00 to 21 plf at 7.00
BC- From 10 plf at 7.00 to 10 plf at 26.00
BC- From 21 plf at 26.00 to 21 plf at 33.00
BC- From 4 plf at 33.00 to 4 plr at 34.00
TC- 408.97 lb Conc. Load at 7.03.25.97
TC- 173.30 lb Conc. Load at 9.06.11.06,13.06.15 06
16.50.17.94.19 94,21.94,23.94
BC- 472.71 lb Conc. Load at 7 03.25.97
BC- 130.46 lb Conc. Load at 9 06,11.06.13.06,15.06
16.50,17.94,19.94,21.94,23.94
5X6=
ADJACENT ROOF PLANE \ 5 X 6
3X4 3X8[11]
n3X4[16] = 5X8=
5X6
3.79 (
SRS) =
5X6= J
4X6(F1)
3X8
1 t& -.p
I_ 16-6-0
1 7-0-0
R=3205 U=443 W=8" (8" min.)
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR.
3 COMPLETE TRUSSES REQUIRED
Nall Schedule:0.128"x3". min. nails
Top Chord: 1 Row 012.00" o.c.
Bot Chord: 1 Row, •12.00" O.C.
Webs : 1 Row • 4" o.C.
Repeat nailing as each layer is applied. Use equal spacing
between rows and stagger nails in each row to avoid splitting.
139 mph wind. 15 00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP B. wind TC DL -4.2 psf,
wind BC DL -5.0 psf. GC i(
Wind loads and reactions based on MWFRS.
Calculated horizontal deflection is 0.29" due to live load and 0.37"
due to dead load.
Gable end supports 8" max rake overhang.
Sec DWGS A14015ENC100212 b GBLLETIN0212 for more requirements
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
11] W3X8 3 44 L 1.25
16] W3X4 1.75 R 1.25
45] W3X4 2.25 R 1.25
5X64 [50] W3X8 3.44 R 1.25
3X8[50] a 3X4 --
I 6
5X6=-
3X4[45]
5X6(SIRS) = 3.79
T
d._8-0-0
4X6(F1)
3X8 iii
l p
16-6-0 _I
19-0-0
33-0-0 Over 2 Supports
R=3205 U=443 W=8" (8" min.)
Note: All Plates Are 2X4 Except As Shown. H Design Crit: FBC201ORes/TPI -2007 (STD) /,
py''.
PLT TYP. Wave FT/RT=2096(096)/10(0 QlS4/ TY:1 FL/ -/6/-/-/R/- Scale =.1875"/Ft.
WARNING• NERD AND CONT ALL NATES ON THIS SIIEE,1 O TC LL 20.0 PSF REF R408-- 36638IYPONTIINT"
FURWA
NWARNING - DESIGN ,0 ALL CON,R•LLN INCLUDING INSTALLERS. •.
Tru•.ee rep.re e•tr••• <e re In r•Dr .c•tlnp, n•rMll..v. <nlpplrp, .net•11 I'D ro Ore<.C: fpr t NiM • 1
fel Ie. the ,a. t .e.uen ...C3, (Dpl.e.nv Cee .nt 3..ety Inrerwt.oe. Dy Tpl .ro •,C.) ..r. O.708 TC DL 7.0 PSF DATE 09/06/13
prwtiee• prlor•to perlere.n0 tro•• rv.<t .tn• Inst•Il -11 pr-.- teeper•ry Dr•<.r.v r USI.
Un,o•• tutee Otror.. s•, fp CrorO WII Mw preper.y •t •cope .tru<tur•I uw 't .ro -a- rorr w
n.I I n.... proper.y .tt.<n.e r.v....... v Loc•t.o..e`•nwn r pere•,.••.t Iet.......t. t BC DL 10.0 PSF DRW HcusR4oe 1324s2110
I new Dr•c..9 .n•t•II•e p•r OCSI .oct.one 03. 07 or 010. .• eppl.c•DI•
ALP I NE •nC t. Gefro(IT•000) 'ro- r......... .ny •
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ny r...... ..........C„ .C.:•
SI/Tp, M .. ...... o
Dreq TOT . LD . 37.0 PSF SEQN- 522205Deon•. Nn,o•. not ee oan.r...e R•r•r ao e.•..,.v. loo• -z ror a ne•ro pI•ao po•.a.one. • NeF.,•+ w • (v
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OEIanC10 FL 32837
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r.. not • peve. IT•.000:.....a.e<m<eei 701: ... tpin or•. WC• ....Do.nwary.<o.: ••
poet•
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b1Z3-/MUUtL 73.-J/ -JGVII Wtbl -- 03 LIANUtNIA - AL )
Top chord 2x4 SP -#2 -Dense -13B
Bot chord 2x4 SP_#1_Dense_13B
Webs 2x4 SP_#3_136
Lt Wedge 2x4 SP_#3_13B::Rt Wedge 2x4 SP_#3_13B:
Lumber grades designated with "136" use design values approved
1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
5X6=
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Calculated horizontal deflection is 0.35" due to live load and 0.46"
due to dead load.
Calculated vertical deflection is 0.47" due to live load and 0.62" due
to dead load at X = 16-6-0.
3X10(F1) 9 SS0712(SRS) — 3X10(F1)
8-0-0
1L&P 1
16-6-0 16-6-0
7-0-0 19-0-0 7-0-0
33-0-0 Over 2 Supports
R=1315 U=144 W=8" (8" min.) R=1315 U=144 W=8" (8" min.)
RL=186/-186plYunnWrprrnp
Design Crit: FBC201 ORes/TPI - 2007 (STD)
IPS
P,.....;• ' 1 '/i,
PLT TYP. 18 Gauge HS, ave FT/RT=2096(096)/10(0) a _Y:15 FL/ -/6/-/-/R/- Scale =.1875"/Ft.
WARNING" READ AND FOLLOW ALL NOTES on THIS SNEETI . • TC LL 20.0 PSF REF R408-- 36639IwPORTANT" FURNISH 1HIS DESIGN 70 ALL CONTRAC70RS INCLUDING INSTALLERS. A •
TIN•N. .e.u.re oatr.ee c.r. ,n l.Dr,t.t,ro. roM„r,y. .M1.pp lrq, Imt.111r.p Aro Dr.c„p, CCC r t•,n0 • •?
tro ,«.a ..,t,w er sc31 (De.1.,.p Ge.Pe,..nt s.rar lore..«.en. br TPI — WTCA, .r«. 0.708 • TC DL 7 . 0 PSF DATE 09/06/13
P%. Ic s p11o1 to pe,lor.,np trowo I on Imt.,,..w .M1.11 p,ov..o 1-1.11 Dr.t.rq , BCS.
U....rotoe otne..,m ae- tro. .n. ... P.o..r . o— pow..........n. • ePe
p.epo-, . ne. v.a : .
M1,
q L t, .M1o.n , pe...n.n.t.. , .e.tr .s. . BC DL 10.0 PSF DRW HCUSR408 13249262
11 n..o D 46< m. Ie. par SCSI .ott.w. 03. •0T or 010. ..o.ppl ob— • • P
ALPINE In C—t. G ... P I« (ITRDCG) wn.11 net m .nr M1, eA..- S aT BC LL 0.0 PSF HC -ENG WHK/WHKpeM1ablorer .w,«loo r t
F
nr r.,,,.r• a 1w.,. tro t.... ,n co,.ror..roo e.tM1 ANSI/TPI, 1. or I,— M1.,.e1,nv. .M1lpp..9. In. 11 e,•• •
Dr ".1 a p A -.y P1.1.1 to o«M1 1«..r 1.N...ne Pe•,uen « wro.n Aro.• .n. TOT. LD. 37.0 PSF
D.t..,.. 1..,:. -,-sten earo,...• R.I., t. ..... , . ISOA.: fpr .t.ro... p..t. pe.,t,en.. • '•4' ,. SEAN - 522213
C::
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Orlando FL 32837 veno . p•o•• IT0.0CG ro..toot -oo; 7PI: ew.tp,mt.o.0. RICA: .....D ._.trr too.
FLCOA#0278
IGGr-.-
1tt•e.....D . _s/Q aL N „,,,, SPACING 24.0'1 JREF- lUZF408_Z11
blZ3-/MVL)tL 7357 -bt;VI I Wtbi -- W IiAKLIMA - A3
Top chord 2x4 SP_#2_Dense_13B
Bot chord 2x4 SP_#2_Dense_13B
Webs 2x4 SP_g3_13B :W2 2x4 SP_#2_Dense_13B:
Lumber grades designated with "13B" use design values approved
1/30/2013 by ALSC
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Gable end supports 8" max rake overhang.
See DWGS A14015ENC100212 b GBLLETIN0212 for more requirements.
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
10) W5X8 S 1.25 5X648] W3X4 1.75 R 1.25
Z Yd i
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR.
Special loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 56 plf at -1.00 to 56 plf at 3.03
TC- From 28 plf at 3.03 to 28 plf at 5.06
TC- From 56 plf at 5.06 to 56 plf at 16.50
TC- From 56 plf at 16.50 to 56 plf at 34.00
BC- From 4 plf at -1.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 3.03
BC- From 10 plf at 3.03 to 10 plf at 7.00
BC- From 21 plf at 7.00 to 21 plf at 13.33
BC- From 20 plf at 13.33 to 20 plf at 19.52
BC- From 20 plf at 19.52 to 20 plf at 33.00
BC- From 4 plf at 33.00 to 4 plf at 34.00
TC- 97.51 Ib Conc. Load at 3.03
TC- 64.22 Ib Conc. Load at 5.06
BC- 122.34 Ib Conc. Load at 3.03
BC- 51.31 Ib Conc. Load at 5.06
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
3X4 (A1) = 3X4 3X8= 5X6= 3X4[481 = 3X4 (A1)
5X6=
1t&&-6-4-0 alp 26-8-0 TF2-P
8-0-0
I cc 16-6-016-6-0
7-0-0 6-4-0 4-8-0 _6_ 13-5-12
Le 33-0-0 Over 3 Supports
R=326 U=19 W=8" (8" min.) R=966 U=125 W=8" (8" min.)
R=1758 U=216 W=8" (8" min.)pNf11F11Nl7d/ryd)I
Note: All Plates Are 2X4 Except As Shown. H,
Design Crit: FBC201ORes/TPI -2007 (STD) ;..•••••••.; 1 y
PLT TYP. Wave FT/RT=20%(0%)/10(0) ! . Y:1 FL/ -/6/-/-/R/- Scale =.1875"/Ft.
WARNING'• READ AND FOLLOW ALL NOTES ON THIS SNEETI
IMPORTANT" FUNNISN TNIS DESIGN TO ALL CONTRAC704S INCLUDING INSTALLERS. t. ; : TC LL 20, 0 PSF REF R408-- 36640
Try„oe roeu,ro •etre•e ,n .......... R. C b•ne1, emt •
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pr•btloo• D, for "to porro,•,ry a,rew Iuneaion, In.C•„er, N•,1 Drovree te•Dbr•ry b clop DCSI •
Un, rod Oanerv, OKD•OorO ,h bevo p,ope„y III - P L ¢npe e, ure, ." bmp •ne bort cl1ire Z. prop•,,' ; r,•,p ::l„r,p Loc•tron `.M•n ; "De„ergot I:te,el roe .o.•R. • BC DL 10.0 PSF DRW HCUSR408 13249272
o b ....D ,n.u„be per DCSI e•ctlonw 03. IT o, 810. •
wo
P1.1-1.
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oln.
vee..... .eeo•eo•: M. .e•.aD.n.t.erv• •TCA.•"i•oi ,bb,neb.t,r e G 4- SAO ILI A/1 ` '\• ,` 6/7019SPAC I NG 24. 0" J REF - 1 UZ F408 Z 1 1Y0ff11/0-
1, blZd-/INUUtL 73,/ -bLVII Wtbl -- b3 GAHULNIA - LIZ
Top chord 2x4 SP_#2_Dense_13B
Bot chord 2x4 SP_#2_Dense_13B
Webs 2x4 SP_#3_13B
Rt Wedge 2x4 SP_#3_136:
Lumber grades designated with "13B" use design values approved
1/30/2013 by ALSC
a) Continuous lateral bracing equally spaced on member.
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
9) W3X4 2.50 R 1.25
4X6=
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C81C member
design.
Calculated horizontal deflection Is 0.16" due to live load and 0.20"
due to dead load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
4X6(AN) = 3X10(F1)
3X8 ///
8-0-0
13-4-0 13 4-0
13-5-12 1_6.4T 4-8-0 7-0-0
26-8-0 Over 2 Supports 311
R=1070 U=118 W=8•r (8r• min.) R=1075 U=119 W=8" (8" min.)
RL=161 /-161
H.
Design Crit: FBC201ORes/TP 1 -2007 (STD) WON..
PLT PLT TYP. Wave FT/RT=2096(096)/10(0) &Y:3 FL/ -/6/-/-/R/- Scale=.25"/Ft.
READ ••
IDPOR7ANT•• FURNISH 7H Is DESIGN
70ALLCLLOW
ON71tACCALL I C UD G I S7AL'ERS. ;' • ; TC LL 20.0 PSF REF R408-- 36641
Tru • roes r.:.arses c.re rn I.brre:4-. n.nel.np, .M1rp _ .n.l. •n.ne er.e •,rp a. pyrew .erar.n DESI (Darier p C...... S....y rn.ar..'IbY-71, I ...IC.) r 0. 708 1 TC DL 7.0 PSF DATE 09/06/13
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y r. repro to Bane aM1. r .. In eonro... M1 .Ns vTPI a, e r r M1.ne1 r.rp. .M1 1ppr In • $
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aor•
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FLCOA#0278 ICC. _7 .......r• S/QNAL SPACING 24.0" JREF— lUZF408_Zll
6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - D1 )
Top chord 2x4 SP_g2_Dense_13B :T4 2x4 SP_N1 Dense_13B:
Bot chord 2x6 SP -SS -13B :B1 2x6 SP_M2_13B:
Webs 2x4 SP_M3_13B :W5 2x4 SP_N2_Dense_13B:
Lumber grades designated with "13B" use design values approved
1/30/2013 by ALSC
Special loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 56 plf at -1.00 to 56 plf at 7.03
TC- From 28 plf at 7.03 to 28 plf at 13.33
TC- From 28 plf at 13.33 to 28 plf at 20.45
TC- From 56 plf at 20.45 to 56 plf at 27.67
BC- From 4 plf at -1.00 to 4 plf at 0.00
BC- From 20 plf at 0.00 to 20 plf at 7.03
BC- From 10 plf at 7.03 to 10 plf at 15.00
BC- From 10 plf at 15.00 to 10 plf at 19.67
BC- From 21 plf at 19.67 to 21 plf at 26.67
BC- From 4 plf at 26.67 to4 plf at 27.67
TC- 382.10 lb Conc. Load at 7.03
TC- 171.15 Ib Conc. Load at 9.06,11.06,13.06
TC- 264.07 Ib Conc. Load at 15.06,17.06,19.06
BC- 494.27 Ib Conc. Load at 7.03
BC- 127.29 lb Conc. Load at 9.06,11.06,13.06
BC- 131.98 Ib Conc. Load at 15.06,17.06,19.06
BC- 611.51 Ib Conc. Load at 20.45
ADJACENT ROOF
3X6(A1)
4X6=
JAIVLVJ =
8X10=
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
2 COMPLETE TRUSSES REQUIRED
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row 012.00" o.c.
Bot Chord: 1 Row 012.00" o.c.
Webs : 1 Row 0 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Calculated horizontal deflection is 0.17" due to live load and 0.22"
due to dead load.
Gable end supports 8" max rake overhang.
See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
JT
No
6)
15)
PLATE
SIZE
W3X10
W2X4
LATERAL CHORD
SHIFT BITE
S 1.25
S 2.75
3X1O(A1) e -z
B-0-0
2X4[15] III
1 1
I cc 13-4-0 13-4-0 311
13-5-12_6_ 4-8-0 7-0-0
26-8-0 Over 2 Supports 31.1
R=2564 U=352 W=8" (8" min.) R=2651 U=369 W=8" (8" min.)
v 1µTumµrrhn Note: AllPlatesAre2X4ExceptAsShown. Design Crit:
FBC201ORes/TPI-2007(STD) PLT TYP.
20 Gauge HS, ave FT/RT=20%(0%)/10(0) o t i1_11114 1''1TY:1 FL/ -/6/-/-/R/- Scale =.1875"/Ft. WARNING•• HEAD
AND CONT ALL NOTES a+IN15 sSTALL • • , '•
TC
LL 20.0 PSF REF R408-- 36642 IYPDR7ANr•• .UNMISNTNISDESIGNi0ALLCob1NACT0NsINCLUDINGINSTALLERSNj11 .s•.
Irs ertr••o ur• In I•en e•UnD, ror,. nry, .blobLq, ,mt•„,.p •ro Dr•e ,.q. I : 4,v • aro a.•
a •Ola,on er Dcsl tb,lel,y Ce•Pen•na s...ay In.er..a.on, by ,PI .ne Wrcq .-W , . TC DL 7.0 PSF DATE 09/06/13 P••calw•
br,•. co a•ror.l.q a •e nlon•. In•a. n•.• •b• , P•o.,eo a•,.ber•ry br•c l.q r DCSn o. 708 U,.1„•
role. oabA-_ aeb cro •b ,,. b.owr,y •a ebeelwvucaor.l .ro•.`Iry •ns ee ro b•w .
v.eb.r,y •ca• bee .wleoo .q. L•e•taon•a,•,be•n ror bors.ronc , r .ar nc gee. a BC
DL 10.0 PSF DRW HCUSR408 13249275 roll b•
v br•elnp In•a•Ile. b•r KSI ••ellen• Ds. •T or •10. •w •pp,le•bl• • ALP I
NE ITV 9 .....9 C -a. G.e.P I- (ITWDCG) .ron roa m IA....... r.. •.y ..vl.alon , abl. q avn BC LL 0.0 PSF HC -ENG WHK/WHK ny ql,.
r• ao b.,,. aro tr•.• m <•nfw••rKs •Hb ANSI/TPI 1, or rer b•MII,q. sb 1pp,np, 0 i q: br•cl„0 er ar..... Apply b,.a., ae ..eb r.e. er 1...• .,.. b...a,o,....be.n .be...ro bn ' • . Q C TOT . LD . 37.0 PSF SEAN- 522322 0.c•n •. ,..I•.• rolls •aro..,v. bier as .r•., • a•DA.Z rer +<•w•.. b,•a• p••,alon• A • L. _ or cwo
wv 1,•u •,• ab,. .r•. Lq, •cewc.roe er p.•r•.•la.•, s,glroo,rq . • `/ I BYlldlnpCOmpOn•nb Group nG• r•.bs..,bu,ay .el•y nr aro e..,vn .no.n. Tro wll.el nay •w w• or ab . s•1m ror •ny . q aa1•
O ( rj
DUR . FAC . 1.25 FROM RF abs r••
be,.•,b,ncy •r cro bnel.q D••,•ror ar ANSIM. a 5•c.2. Fer s e Inrsr..alo,. • , •• e•• Orlando
FL, 32837 vnsra ro 1 wv ,TWNCG. ro•.,a•ecv - T,. .•..aP,n•a.erv: WTCA:...-.Z..ary •••o•N FLCOA#0278
ICC: •••.ICC"r•.•.v 91nMrw G G SPACING 24.0" JREF- lUZF408_Zll
6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - D3 )
Top chord 2x4 SP—#2—Dense-13B
Bot chord 2x4 SP_#2_Dense_13B
Webs 2x4 SP q3 13B
Rt Wedge 2x4 SP_83_13B:
Lumber grades designated with "1313" use design values approved
1/30/2013 by ALSC
a) Continuous lateral bracing equally spaced on member.
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
91 W3X4 2.50 R 1.25
18] W3X4 2.25 R 1.25
4X6=
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C81C member
design.
Calculated horizontal deflection is 0.16" due to live load and 0.21"
due to dead load.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
MWFRS loads based on trusses located at least 15.00 ft. from roof
edge.
4X6(A9R) 3X1O(F1) a
3X8 &
8-0-0
L 13-4-0 13-4-0 I
fE
13-5-12 _11-6-41` 4-8-0 'T` 7-0-0 1
ME 26-8-0 Over 2 Supports
R=1071 U=0 W=8" (8•• min.) R=1013 U=0 W=8" (8" min.)
RL=149/-154 Kiln+nmwn...._
Design Crit: FBC201ORes/TPI -2007 (STD) `
v;,.••••••••.
PLT TYP. Wave FT/RT=2096(096)/10(0) `131! :2 FL/ -/6/-/-/R/- Scale=.25"/Ft.
WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI
IYPDRTANr•• FURNISH TRIS DESIGN TD ALL CONTRACTORS INCLUDING INSTALLERS. : : TC LL 20.0 PSF REF R408-- 36643
Tr esus raepl,• •.tros • . m pprleµLp. Nene, .rq. Mlpp l,q, Imu.l.....1 er e,..p 41... . ie .3tD. I ••t salt... o: WCSI tD ilei a ce.N.endnl S.r.ty In..r.a,e.. by TV, % nCA' . Fay 0.708 DL 7.0 PSF DATE 09/06/13
prKL...• prl•r to pd•I.r•Ine tMN Iu«Cion•. Inst.11dr• M 1 pr.vle• twpo,•ry Dr•clnp KSI. R
pr. -,.y -L p.... ..... .. "'"• ee ey C° • BC DL 10.0 PSF DRW HCUSR408 13249285NILMwpr—,:y •tt6D•e . e.0 c Il.q L«HIe..••De.n r p•rgrwnC 4t• I ro0• si64
sF 1 D••. lnp n.t•lIN No, RCSI wct Ions RS. RT er RID. •• .pplle.e l• •
T
S
ALP I NE in 006 -ng C-• Groep Inco 0T -KG) .n .D,t D. r..p.n•IDI. rer •ny a.vl.tle r . ep.•1b S A I 0 BC LL 0.0 PSF HC -ENG WHK/WHK
ny /•liar. to Delle tM P.O In c—rq«o I—-SI/Tol 1. M r.r D.MI lrq, •Dlpp load Inert 1 •
Dr... -9 er t.....• Apply pI•t•. t. •eD r«. e. t.p•..w po•Itlon .. a.e.n .D.v..ne m tD• ,ml TOT . LD . 37.0 PSFD.t.II. en l... n«N •tMr.l•• R° r — er..l..e. 1WDA.2 r., .t•ne•r0 pl— pp•It len,. . •d•1,L,"'`l SEAN — 522 342706611dingCOTQOAONDTGroupNG.
e...l..e °, covor Fide° le unp rods er•.Lq. 1..°Ic:. t •e -pt *r p•eF`olwl •^vroD r
a'1y't .
din. ••°•
po...Du. y uldly . Do es..Wn .Awn. I- .D,llty ..w .. oI 1• e.Ner. •ny • «t ! •..e.u.pe• ` DUR . FAC. 1.25 FROM RF
Orlando FL 32837 tM rop.n•IDlllty eI tM O I Ulnp D.•len.r wr ANsln I 1 S«.2. Fe, ... Inlor••t ion v `TDI. /`' _{`
FLCOA #0278 ,u •
weo;
elT•.
DCG: w.. t.«D ew. 1pl ....tpin•t ere: ntA: w. .«IMu•vy a V,o 1 t 9iobno I SPAC I NG 24. 0" JREF- lUZF408 Z11YL
bl2J-/MVUtL 13b/ -bUVII Wtbl -- b3 1,AKULN1A - G3C
Top chord 2x4 SP_#2_Dense_13B
Bot chord 2x4 SP_0112_Dense_136
Webs 2x4 SP_B3_13B
Lumber grades designated with "138" use design values approved
1/30/2013 by ALSC
1-11) = (J) Hanger not calculated (2)2x6 SP_p2_13B
supporting member.
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge.
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
In lieu of structural panels use purlins to brace all flat TC 0 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
2X4 III
4X6=
1- -9
9-5-7
II
0-0
2X4(A5R)
c7-
0-0:1.)
5-1-10
0-11-6
5-3-2 0_y_lq
6-1-0 Over 2 Supports
R=305 U=26 W=8" (8" min.)
RL=75/-33 R=220 U=36,mme wnPn II
H=H1 oP ,
lv H.
Design Crit: FBC201 ORes/TPI - 2007 (STD) ' .••••'•••..;1''
PLT TYP. Wave FT/RT=2096(096)/10(0) `Bt!I.. COVY:1 FL/ -/6/-/-/R/- Scale=.5"/Ft.
wARHING READ AND FOLLOW ALL NOTES ON THIS SHEETI• •
REF R408-- 36644IMPORTANT•• FURNISH THIS OESIGN TO ALL COMMAC70RS INCLUDING INSTALLERS. . • ` TC LL 20 . 0 PSF
Tre•»• .--1. •arae • - ,epr,ea,nD. pe» n• '
Fella. t » I.t.,a »Itl•n o:r•csl De,lel
I.n•:. IPo.np. , t.11lnp . pr.pl q. R • 0. 708 ? DL 7.0 PSF DATE 09/06/13n• Ce pan»c S ,aY Inrer»tl»• •r TPI •ne AICA) ro • y
P'. pale• to »rlore,rq — ,unc on•, ln.t...... »• 1 pr—... te.••ry —.1.9 RCSI •
Vnl.. rot» ot»r.l w. cep core •X•11 n re prewrly .tt•cn»'• pctp••1 .»•:1., •,.e putt tcy p .
n.n n • p.a•er,y •a•cNo• .,•1• c .q. Lac a •ne.. r »...»nt la•••1 .»v.I oi on• a BC DL 10.0 PSF DRW HCUSR408 13249268
c,..• In,aa l» »r .CSI ••pupa• 03.e•7 e. D,O. •.e•ppO—III..
ALPINE M117 wIl•I q Gt»e ant. Group Inc. (17DBCG) .p.11 Nat » •••pe ,lpl. rar .ny eevl.t,pn Fro. l-"Ibn S AT : Q
BC LL 0.0 PSF HC -ENG WHK/WHK
y r..,e.. to W"d t„a tr... In aen,er..nt...tp »51.7.1 ,. er re. ,,..,Iny. .,,Ipplrq. Ina 1 ; P
Appy pl•a•. to ..cp ,»o er a.••..ne p•.Itlen ...I,e.,, .pp,,. .. pn I, {y . TOT. LD. 37 .0 PSF SEAN- 522289Mc. a •. ,..1•.• ..ot•e oaNe..l». R•,•r to er•.Iny ,•W -i ,er a.w.•e pl•ca p»Iclw.. A »•1 • I
pr..lnD er to .. »p. I,.alnp an,. er.., q. ,n•It.a., .c—p—c. pr.,....— »•In..rl
DUR .FAC . 1.25 FROM RFIBuildingComponenoGroupne. er ,,,tee„ ee •,
n° '••• •,•'
e.pe„•Isu ltr » oly r tNs eo.,•n •New.. 7N• . ,ay .w a or t1.I. e.am r .,.y . •••a ••
Lr Al—I.—Illy •, — Dunel„p Do.,•nar »r 1NSI/711 , S«.R. For r Inrere•tlw. • tTh..
Orlando FL 32837 tD.M.r•1 ne • »D.' I7• -DCO: •...Ia•pc• ca•. TPI ..• ap.n•t-9. RCA w.—holN.try.cp. SS ON / { \`• FL Con #0278 1CC: ..e.,«••,• er• ML a` 9/06/201 SPACING 24.0" JREF- lUZF408_Z11
07ZJ-/I1ffUUtL l3S/ -JLUII Wtbi -- b3 GAHULNIA - UJA
Top chord 2x4 SP_#2_Dense_13B
Bot chord 2x4 SP #2 Dense_13B
Webs 2x4 SP #3 13B
Lumber grades designated with "1313" use design values approved
1/30/2013 by ALSC
H1) _ (J) Hanger not calculated (2)2x6 SP_#2_13B
supporting member.
Bottom chord checked for 10.00 psf non -concurrent live load.
JT PLATE LATERAL CHORD
No SIZE SHIFT BITE
15) W2X4 S 2.25
4X6 -
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
In lieu of structural panels use purlins to brace all flat TC 0 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
3X4
1- -2
8-9-13
III
8-0-0
2X4 (AR) =
Lci -0-0::--j
3-1-10 2-11-6
3-3-2 2-9-14
6-1-0 Over 2 Supports
R=305 U=36 W=8" (8" min.)
RL=50/-24 R=219 U=30y(n+•mrEuprlr/
H=H1
ASA H• i
Design Crit: FBC2010Res/TPI -2007 (STD) •.••••••••.• 4
PLT TYP. Wave FT/RT=20%(0%)/10(0) ! Y:1 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI •V, •
TC LL 20.0 PSF REF R408-- 36645IMPORTANT•• FURNISH 1HIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLCRS
1rufNf rpu.r• ••t,•N C• s In reDr lcet .rq. n,M,lrq, •D 1ppin°. Inst•„I,q •n0 br•c l,q, r to 1b =
tM1. ,a. N,t..n .r'.GSI (DD.,e. q Co.NNnt S.—, Inre.NUM. ey ,.I .n• WTCA, r :.rad• O.708 1 ? C DL 7.0 PSF DATE 09/06/13
P,ec;•Co Drlor•to Nrler•I,q tNN r Inst•er w 1 P-1 tNpfroy D •C ,.q OCSI •
Unl notoe otMr•.s tep P,q,e wM111`Mw Properly • cM1N uCtur•1 fM•tM1ln° •N Pott
P.eN.11 ; .PI..• ,.°let 1...° Lec `:M1e.n ; ; pe.Nn.nt ,.t.,., ,..t..l BC DL 10.0 PSF DRW Hcusaeoe 13249266
fn•„•M1fv er•e .,.p .nfa•„•e per KS 1 ••ctlonf 03. 57 e, 010.
No•
Pp1luDlo.
TALPINEInDNlleln° ce•nent. Greep Int (ITIpCG) fM1.11 et ee re.penflble r , •ny e.•I.tlon .ro. I. -%n S A I Q : Q` {
BC LL 0.0 PSF HC -ENG WHK/WHK
ny rellvre ao WI,e tN troll In eonroryr.C• eltM1 ANSI/1P1 1 or ror n,ro 11n°, ,M1 Ipp l.p. In•t 1
brK ln° oI tr uef•f. Apply pl•N• ao NCH rico or troll foe peatlOn •f fM1e.n .Dov. •..e on tN 1 • w ; TOT . LD . 37.0 PSF SEQN - 5222850.t•1,•, vn,a•• notae ether•. N. R•r•, to .... 1”. 160A.Z ro, --rd plat• psfJ <len•. A N• /-
e, e... p.°. , I.t` q aM1l. e,.•,n°. , Itw.. •ttNt.ne. e. p.',... ,ene, p;n„r„o we •'
DUR .FAC . 1 .25 FROM RF2L.. compononb 13 up nc. ;,,F DCI Ity N y ror ti e•f.°n bf e. TN •Dlnty •,.e uN o 1, eNlo. ,ny ,t,llet •••• ••
tM r••penfIDIIItY eI tM Wllelr.p 0.f1°N, per ANSI/T 1 l Sec.=. For •• s Inlor•etlon w iH1f( •••It•.••
OrlandobOA NO 2781
ICC: - r*y
9In.°” ...
1`.e`°.`o.` TPI ....`el".` .,°` m`A ... •D`I"w".y `o.' '' •+IONAI FioxAnnl SPACING 24.0" JREF- lUZF408_Zl lICC: . IeeN I•
01ZS-/mVUtL 73J/ -ZA VII Wtbi -- b3 GAKUtNIA - Ll
Top chord 2x4 SP_#2_Dense_13B
Bot chord 2x4 SP_N2_Dense_13B
Webs 2x4 SP H3 13B
Lumber grades designated with "1313" use design values approved
1/30/2013 by ALSC
See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
PLT TYP. Wave
ZALPINE
lduildinq components Group nc.
Orlando FL, 32837
FL CoA N0 278
4X6=
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent live load.
2X4(A1) =
2X4 III
2X4(A1)
LC' -0-0--j LI -1 -0-0:J
1_ 3-0-8 _I_ 3-0-8 _I
6-1-0 Over Continuous Support
R=95 PLF U=12 PLF W=6-1-0
RL=8/-8 PLF
Design Crit: FBC201ORes/TPI-2007(STD)
FT/. RT=20%(096) /10 (0)
WARNING•• READ AND FOLLOW ALL NOTES ON THIS SNEETI l`
IMPORTANT•• FURN ISN i"IS DESIGN 70 ALL CONTRACTORS INCLUDING INSTALLERS
Lw reRa •e o. vow c•ro In f.•rl<.tlnyVCA), h•Mllrq. wh,PPhq. Imt•Ill,lyT•,D • ce
roues th. 1•ae t oeluon or eCSI (ew le l,q Ce.penont S•roty Inror.•uon, by Tilll Ane nu) r wr•c
p. ...... Pr,orwaI ......Iny t n<tlen• In.t•Ilo.. • 1 P—.- te.Por•ry brwlny p BCCquSrIOUnlo.w — etM M top Clore M h•w Prowrly •a che•
1• «
t.r.l whe.thl„y .M belt "
h•11 h t prowrly • r,y,e c•Illny L«•tlorl.t•how r r wrwnont I.t•••. ..•v.l
h•11 h.w br•cln9 lwwllee Por SCSI w«tleh• 07. 07 or 010.
oo•
ppl m•blo.
in eulle,•ly CY.pen•na. Group Inc. (ITSWCG) •w11 net w r••pen•Ib is Cor •.y ew 1•tlon rr hl. a
ny I•,l.r• to p,110 tw t•.s. In <on•,th 1/TPI 7, er Ser w,W llrq. •h 1pp l,q, ln•
br•m,q or wu.w+ APP1r plat— w .« I— h rf, e. or v—vw. ••,e wa uon •w sh•.n .mv. •ne on t1r 1 In
D.ull., .nl••. wtoe Pa h•r.lw•. R.r.. to ........ 100A.2 r.r .uM••e p,.a. pw ltlon•. A w•'G
Ores l,ly Or <O.P P.w Ilwthq ah,w erw,ry, Iro,tvl0 .Kwt..,e• Of prolwa.n•1 Any lroorhq I
r.•P.,•1b,1,tY w1.1y Ser tw ee.,yn whwn. The w.,t•bll,,y It uw o e••,yn Cor .,.y w ruc
rwpon.lb,llty or aw s.,le„q 0•wlyn.r wr ANSI/ T/I t S - _z Forrw Inrerwtlon •••: tlhls
p•ner•1 n• . P•y.: ITS - KG' ..o. lt•b<e <... TPI w. lP ln•t Ary. e1G •w •bclMu•try.cw:
ICC: •w.,cc••r•.ery
8-0-0
Ht k,
1
S AWO-.."
i!Z1
1 FL/-/6/-/-/R/-
TC LL 20.0 PSF
TC OL 7.0 PSF
BC DL 10.0 PSF
BC LL 0.0 PSF
TOT.LD. 37.0 PSF
DUR.FAC. 1.25
SPACING 24.01'
Scale =.511/Ft.
REF R408-- 36646
DATE 09/06/13
DRW HCUSR408 13249279
HC -ENG WHK/WHK
SEAN- 522248
FROM RF
JREF- lUZF408_Zll
DIC3-/mVUCL 137/-JL,V11 WtJI -- D3 bAKUCwIR - 1,4 )
Top chord 2x4 SP_#2_Dense_13B
Bot chord 2x4 SP_#2_Dense_13B
Webs 2x4 SP_#3_13B
Lumber grades designated with "1313" use design values approved
1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
2X4 (AR) = 2X4 (D8R) o\
LC:i -0-0:1.)
3-0-8 aTF 3-3-10
6-4-2 Over 2 Supports
R=310 U=41 W=8" (8" min.)
RL=37/-44 R=236 U=25 W=
0-2-10
8-0-0
Design Crit: FBC201 ORes/TPI -2007 (STD) Pp..•••••.°
PLT TYP. Wave FT/RT=20%(O%)/10(0) Y:1 FL/ -/6/-/-/R/- Scale=.5"/Ft.
IYPORTANE••
H READ AND ALL `SLFURNISHTNSDESIGN7LLC70RSINCLroISTALERS. ' '• TC LL 20.0 PSF REF R408-- 36647
T N•w• re°u.r• uvr co.
prer.1e1»t.c»aMpr for •tao.,1».trr1epnrN.np
GaMm wr..
u.n..e.
t.
a•..,
n•
Iron.
tn•
nIplo, r• .
N7•.
1n1 pp, ». o'tv..
eL.• .
a....,
q
pe..
rro.
I
ry
ear.n>.r DSI (11-1,19 Gpety Inby 1 _TC DL 7.0 PSF DATE 09/06/13 :
p1,
i08
DCSI • —
Unl••. m1.O ItM...w t» crorI wN• w pre»r ly .a .c • a ur•1 .n •t1....p •ro eota cqe=aD
M 11 M • prep., r.p.,1 „' p. Lec•a.on.` ; P:" er.enl 1•'.M ..• r pfL .Q • _ BC DL 10.0 PSF DRW HCUSR408 13249277
t.1 per DCS.:eet.en. Ds. Dl e, DID. •s .pp1.<.p1.
BC LL 0.0 PSF HC -ENG WHK/WHKALPINEIll0111,11.9 Ga Qltw Grwp Iro (ITWDGG) •111 nIt m •.9,1.•.,11, ro• •ny esy.•1.•n rr N. »:pn $ Aj O : L
ny g11Nre to pu 11,1 tM 11— to conror onto •.ab ANSVTPI, 1. Or r.r e.rollnp. e1. Ippin In. 11 • ^
J
Dol:... A -.ye p;• t. e.<n 1e<e .r 1...• .,
a pe..C.en .• .Mon .R.v..ro°en 1N. : .' (`
QCLd
TOT . LD . 37.0 PSF SEQN - 5222521.. u..... -Id • ,. ». R.1.r to ,1r•...q• 160A•z r . ne•,e p1.t. p.•.Clen. A
I Bulldin Com ononb Gmu no o»D• Ie.atM aN.. e...1..p. Iro1<woae» e%. `.Ion.1 e,•.ro.. 1.q .. 1L •
p P P •.pw.•IDu.tY . y r ee••pn .noon 1M •e.nty 1• e..Ipn Ior •ny . 1kj3Di •p. .•• DUR. FAC. 1.25 FROM RF
Orlando FL. 32837
tM ,:P .en.ty er tM D.I I..npLD...pn•. »r ANsS/lPI 1 Sot z Pere Inro,..a. .» `T ••....••
FI. COA #0278 v.•r.1 rocc :yepIn.xG: '. ' °'`°" lrI ap.n.t e.p. ncA:.....x.Me•a.y.<»:
dei I ` N SPACING 24.0" JREF- 1 UZF408 Z11
6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - C3 )
Top chord 2x4 SP -#2 -Dense -13B
Bot chord 2x4 SP -#2 -Dense -138
Webs 2x4 SP -#3-13B
Lumber grades designated with "13B" use design values approved
1/30/2013 by ALSC
1-11) _ (J) Hanger not calculated (2)2x6 SP_#2_13B
supporting member.
Bottom chord checked for 10.00 psf non -concurrent live load.
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR.
This plate works for both joints covered.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
In lieu of structural panels use purlins to brace all flat TC 0 24"
OC.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
4X6=
6
2X4(A5R) = 2X4=
3X6(++) III
I
0-8-12
8-2-4
8-0-0
Lc1-O-O::J
3-0-8 Dille1-10-14
1-1-10
01
3-0-8 1-9-6 1-3-2
6-1-0 Over 2 Supports
R=305 U=38 W=8" (8" min.)
RL=35/-33 R=220 U=19
H11
m
H1 50
Design Crit: FBC2010Res/TPI - 2007 (STD) ,P ` •.. • 1
y'.,
PLT TYP. Wave FT/RT=2096 096 /10(0 1 / $ Y:1 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING READ AND FOLLOW ALL NOTES ON THIS SHEETI • TC LL 20.0 PSFIMPORTANT•• FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. .• : REF R408-- 3664 8
r.pe,r• •t tr•.o c.ro In I.br,uclr,p n.rol,.q, n,pp l.q. Iln• .ro br.<I.q or •ro
re1•p. Lt«t «It1en 1. SCS . <Ww1•p.ny Cp.ppn.nt S.rety I--- -by M .ro .TGA) c.Ly/ O 708 1 TC DL 7.0 PSF DATE 09/06/13
riebritt..•. pr to w•roranp trove r m.. (rot...•.....II prI.. ...... .e n,D _r SCSI •
u11«• not« otro..l«. top cro. .h. .,. properly .t .cn«pr- •,ctNr.1 .ho.n.I..D .ro bot nor '-
n.11 h... • pr.porly • •<n« r°•,e -; ,q. Lee t. pho.n ; p....ront •.t.r.1 ro.t t... • _ BC DL 10.0 PSF DRW HCUSR408 13249278
w11 h.w sr.<I„• •na.1l« ps. Dcsl .«t,on. •a.n e. •lo...•.pPl l<.a. • •
ALPINE In calla • cp e .nt. creep Iro cn,Rcc) peal rot ro r.,po aae e•vlalen rrIT1 BC LL 0.0 PSF HC -ENG WHK/WHK
1 r., l o wI I• tro t.e.. In cenre...ro• .Ith ANSI"PI 1. or For h.ro tJnp, ph 1pp lnp. •n A S AT 0 i Qricin• oT te..... Apply pl.t.1 I. 1.<n r.c. o. tre...ro p..ltlon .. •ro.n .sse..,ls en th _ J • . t ,- TOT. LD . 37.0 PSF SEAN - 522282D.t.n.. •.a roc« otrora«. II, • w er*::: p I.OA-Z ror .wro.r• p11t• po 1c 1. A «iy 1i
f• // 718duilding Component Group ne.
er«I,1• •• <
ee.r p.o• 'oaal.'..o .r.a.p. Irol<.V.` .«.pt... o po,r`^.1on.1 enP;n«r •..D _ • t • r.•pen.,a my « y I •,pn .h..n. rro . .ba ny ro „ •'
7,-0 • •• •
DUR . FAC . 1 .25 FROM RF
Orlando FL, 32837
tro r..poaanty tro Ww,1a,y Dea•ror ver AHSIrTP. I Sec.2. For nror.a.m o. tTh. •••a••lo••
r,.ra net« p.•.• IT• -RCB• ••..It.bc•.c—. TF.: ... tp,na .rD. •TCA
ro .
x.ro..oy < FL con NO 2711 IGG ..-. I«..•• er• Ls/nAI ti N,Ll! _ - _ SPACING 24.0" JREF- 1 UZF408_Z11
t 6123-/MVI/tL 13J/ -JGV11 Wtbl -- 03 GAKLItAIIA - MZ )
Top chord 2x6 SP_H2_13B
Bot chord 2x4 SP_H2_Dense_13B
Lumber grades designated with "138" use design values approved
1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Shim all supports to solid bearing.
Provide ( 2) 16d common nails(0.162"x3.5':toe nailed at Top chord.
Provide ( 2) 16d common nails(0.162"0.5" , toe nailed at Bot chord.
0-4-3
T
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
R=264 U=75 0.E .. A-1)1 -6-11
1-1)-3
10-0-0
R=132 U=0 (1.5" mi .)
i16 9-0-0 Over 3 Supports
R=358 U=4 W=8" (8" min.)
RL=116/-39
quHrmwrrurr/
Design Crit: FBC201ORes/TPI -2007 (STD) yri r;•.H'
PLT TYP. Wave FT/RT=2096(096)/10(0) • / TY:3 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING•
DCSND
READ AFOLLOW ALL NTEOS ON THIS SHEETI • TC LL 20.0 PSF REF R408-- 36649IMPORTANT•• I RMISH THIS IGN 70 ALL CONTRACTORS INCLUDING INSTALLCRS •
T,u.»e r»ylrs o,trpNe caro In r.e,eut,.q. nero l.,.R. ,DIPP,Iq• ,n,t•IIIn• ona Droc .,p. f tow..
I- 1— t »It,en DCS, (O......9 C—...t S.'e ' Inner»tlen. DY TPI .,re •TCA> .:.. f TC DL 7.0 PSF DATE 09/06/13
Fol oct.coo Pae. to perro..,,q t Innoue„ • 1 01-1eo to.porery Dre.1,q OCS. j 0. Ov 3
i. tee otner.l.o. roc .m.e .n 10 P,o»,Iy a .<.<^n
1. N.o,ra eN ,n..m bot e •
q. Loe.teen,` , -1 .... nC ;etor , , BC DL 10.0 PSF DRW HCUSR408 13249267
MII•Mvo Dr..r,q ,n,te,1» »r DCS, .ec t,on, 03. BT or BIO. .. M. ,.. ••
t •
I
ALPINE ITTI 0.1,e C—rento Gr—p In.. (ITmCG) -11 »t m .»pen,ID1. r .ny a.vlalm r tN,, a.,•,r BC LL 0.0 PSF HC -ENG WHK/WHK
e,ry I.Ilure 19 m,1a tIw cr». .n center»nce tn'ANSI/T, 1. Or Cor N.,re,enp, wlpPlnp, , •Ile A
Drm„rP o. a ,. Amoy Prete• to oe.n ...e or tree. ,N.e ».lion ...Ire.., .»oe .,. ort t
SAT 0
Det.1, Nno -too etD 000. R.r.. t. e.»erg, 1 oA.z f , .na.ra Pl.te P»,teen.. A % .
TOT. LD. 37.0 PSF SEQN- 522221
c.971 ---
y
Do ,Iet1,r —. er»,,,,. —
to.: .t.,..yp.1 t......., 0.•1.»r1„0 • ` .. 716uilding Compon•nbGmup ne. ,
11,1
fe, t» »•1 n .LP.P ,1,. , , oD111ty m e.e tire. rr r.. »y t, . • • DUR. FAC. 1.25 FROM RF
tM r»pmo,D„ICY or tNo Bu1101,y 0..,•»r per ANSI/TPI 1 Soc i Fw » enfor»tlen .» In 1•t1 •• Orlando FL 32837 D• ...1 mt.. »po. ITB-DLG:—..tT I- .00 op—t —9. WCA »..mina»try..»
FLCOA#0278 ICC---.1..»...er• S/nklfit EN. SPACING 24.0” JREF- lUZF408_Zll
k 0103-/MVUCL 13D/-ZALV11 WCJI -- 03 VAKUILNIA - MI J
Top chord 2x6 SP_N2_13B :T2 2x4 SP_M2_Dense_13B:
Bot chord 2x6 SP q2 13B
Webs 2x4 SP_p3_13B
Lumber grades designated with "1313" use design values approved
1/30/2013 by ALSC
Special loads
Lumber Dur Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 56 plf at -2.67 to 56 plf at 0.53
TC- From 28 plf at 0.53 to 28 plf at 5.42
TC- From 56 plf at 5.42 to 56 plf at 6.33
BC- From 21 plf at -2.67 to 21 plf at 0.53
BC- From 10 plf at 0.53 to 10 plf at 6.33
TC- 236.00 Ib Conc. Load at -1.47
BC- 219.71 Ib Conc. Load at 0.53, 2.53, 4.53
In lieu of structural panels use purlins to brace all flat TC 0 24"
OC.
Deflection meets L/240 live ani
factor for dead load is 1.50.
Shim all supports to solid beat
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR.
2 COMPLETE TRUSSES REQUIRED EEEEEEEE!=
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @12.00" o.c.
Webs : 1 Row @ 4" D.C.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
2X4 III
4X6(R) %A
0-11-0
L 5-5-0
9-0-0 Over 2 Supports
all
R=776 U=116 W=8" (8" min.) R=612 U=81
7-0-0
H
Design Crit: FBFT/R
T
2096 096 ;200 0
STD) , P ,•.ems,
PLT TMP. Wave '
1 •'o,,
TY:1 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING•• REM Arra FoLLar ALL NOTES ON THIS SHEET( • •
e TC LL 20.0 PSF REF R408-- 36650IMPORTANT •• FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS ••
7rWso. r•.elro s.lro.o oro In I•prlc.t,rp, n 1.1. -Ipp„p. In,L.l.., o,M Droc lrq t 1*-
p.po,wnt S.rety Infer..(.- by TPI ..e @• ,' elle. In bq t ..Kion oT ec51 (ee,le,np C
1
TCA) ::•• 708 1 5 TC DL 7.0 PSF DATE 09/06/13
Pr.cu • ., ee,ee t ..y D .<InR O. ecslR
w I•., netee etn•..
non nwe .
rpocre.prporlmye,
u@tllpco.e .eWeper ...
1. -t- Pply .1-h-
o.r
pppolrnnno„
L I e
BC DL 10.0 PSF DRW HCUSR408 132492761,91. lv L-
SCSI ,•t.. 03. 07 r 010. w.D to .
0 r.1 r•,cr. t ., •
ALP I NE ITB 11-1-9 Cbpb-t, Greta Inc (ITMDCG) . - m re,pon,ID1e ler .ny e.• .0 en , I = BC LL 0.0 PSF HC -ENG WHK/WHK
ony Io,lurs to be n0 Loo tre„ ,n ten roryM. - to IANSI/TPI 1. or Tor n.nellnR. M M-9. I
c
An _
Dr`c„q eI tru .. Apply pI:_ to eocn Toc• oI Lru„ Anp pe„i,en ., ,.eon .D W. .M on t o • S AT O
D..11., pnl..:'et. t....l.e R.I.r to er..l,q, Is0l1.z , . .......t. Ps.It 1pn.. • .$ f . /t V TOT . L.D. 3 7 . 0 PSF SEAN - 522304
p...r p.R. .MI A- .cc.pt.nc. or pr.I...I-1 ..,Rln«.Inp • V
FROM RFIaulldinpComponentsGmupno. r•.pen.,el..Ly ,.I.Iy E.r L.e e.. IR. ,n.... Tn• oeltoD,llty .•..•..• L . e.,ly. .er ..y , •.• .• DUR .FAC . 1 . 25
tM r•,pon•IDI1Ity
by
tn• Wne1r,R D.•Ipner trr ANSI/T I 1 5•c.t. For .. Inlor.•tlon s. Lim •••Rel,@•.• ` Orlando FL, 32837 Ronorol .t.. wv: rn-Kc ... K 9 c..: TPI• m 1p1.•c -9: nCA:.....,min ry <e.
FLCOANO279 IGG:.w.1«..Ler@s'M lA1 rrN sSPACING 24.0" JREF- lUZF408_Z11
I, 01L3-/INUULL 73toy -JIM l Wtbl -- 03 GAHUtNIA - tJS
Top chord 2x4 SP_#2_Dense_13B
Bot chord 2x4 SP_#2_Dense_13B
Lumber grades designated with "13B" use design values approved
1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Shim all supports to solid bearing.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C81C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord.
2X4(A5R)
R=173 U=54 (1. m )
11-6-11
1-10-3
R=130 U=0 (1.5"
11
mi .)
10-0-0
8-0-0
Lci -0-%.j
7-0-0 Over 3 Supports 31.1
R=340 U=21 W=8" (8" min.)
RL=99/-40nwnn pq
Design Crit: FBC201ORes/TPI -2007 (STD) ` •••••A. i4'''4, PLT TMP. Wave FT/RT=2096(096)/10(0)Y:11 FL/ -/6/-/-/R/- Scale=.5"/Ft.
RNIS"
7NG••
READ AND F011a ALL NOTESIN an ITHIS SMEETSTALL y3 . TC LL 20. 0 PSF REF R408-- 36651IYPDRTANT'• TURN ISN 1N 15 OCS RE 10 ALL CONTRACTORS INCLUDING INSTALLERS.
t
11u.
w. rogClrC •.tre-o Coro ,n I.D....t1,.,, non.11n,, wnlpp.n,. ,mtoll lrq ontl Droclnp [e ,1.e
M1. .w .tl.tlen e! DCSI ,.e,1tll , C.genent Ser•ty Inre.••t,.n. by TPI ontl •TCA) . r.t O. i08 1% TC DL 7.0 PSF DATE 09/06/13
preCtlCow prior to porlorNlr,, tMw. IurKtlon.. I....11orw Moll D,ov,.e te•P.r.ry p .0 I,q p DC51 •
Un1sI mto0 of Mr-, wa COC Cn.rtl .M1. M1ow Pr ly • — w uC tur.1 wh In: on. Dolt ,
w
M1.11'M1 . DroDerly . i....n, L IM1.-n : perN.ne I.t.r .7_- etre,
Y`
D BC DL 10.0 PSF DRW HcusR4oe 13249281
n•11 n.v. Dr.e l,q lnwt•1•etl por DCSI .ottlenw 63. 97 or 810. ..o.pD11c.D1o.
ALPINE IT. Dtl 1l 9 coblob ntw Gr p 1,- (IT•IC6) nhal1 .tet m • S AT 0 BC LL 0.0 PSF HC -ENG WHK/WHKp.
11w
o ror .ny tl..1.tl.n r nl. gyp.
ony rolluro to W11tl lM trues. In conlorNonc. -,tn ANSI/TPI 1, or !or MM11np, Mlppin,,
c lrq .r tr. • Apply p1.t•w to o % Idr 01 t,u.w .,.tl pew ltlen .. .1.ew. .tw-o : en tM In
tetl etM1...I.. R.I.. t. tl...,.. IeoA.x ,., .t.ntl..tl D1.t. pe.ltl.n. A ..t6 • e TOT. LD. 37.0 PSF SEAN- 52216571dudinpCompononnGroupnc. •'-•
Ir., .r ov.r p.,. 1..u.q tn......I,.,. Intl %t I.....Dt.,....uw....aen.1 wrglM•.I,q •. t .. rll..1.1y r tn. e...pn .1..-n TM10 .ult.e 111ty .ro . .I 1hl. e..Io...r .nY • 4. # DUR . FAC . 1.25 FROM RFtM1er.wpon.IDlllty er t 8u114.19 D..I,,..r por ANSI/TPI I S•c.i. Fe, e • Inrer-.t ion ww t1N1. ••.tr••••
Orlando FL, 32837 ,.n...1 w . ww: In.Dee: w -.It -De, T 1: ---. pD st.o,,: •TCA: w..ee1 Wary
FLCOA#0278 Icc:-.-I....•er, 111, S/Qi A.N oi n t SPACING 24.0" JREF- lUZF408_Zll
b12:7-/mVUtL 1,7b/-Jt.V11 Whbl -- b3 GAKUtNIA
Top chord 2x4 SP—#2—Dense-13B
Bot chord 2x4 SP_#2_Dense_13B
Lumber grades designated with "1313" use design values approved
1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
MWFRS loads based on trusses located at least 7.50 ft. from roof edge
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional CbC member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord.
2X4 (A1) _
Lci -0-%.j
1
R=171 U=53 (1. " m .)
1-6-11
3-1 -3
R=127 U=0 (1.5" mill'.) -
0-0
7-0-0
7-0-0 Over 3 Supports
R=336 U=21 W=8" (8" min.)
RL=88/-304000. 1101111111111r1up/r///
Design Crit: FBC201 ORes/TPI - 2007 (STD) P•..•• H
PLT TYP. Wave FT/RT=2096(096)/10(0) • 14TY:4 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING•' REND AND COLO• ALL NOTES on 7X15 SNEETI . • TC LL 20.0 PSF REF R408-- 36652IYPOR71wf" FURNISH THIS DESIGN 10 ALL CONiN. LL Ns INCLUDING SNEE I
Tr u•M• roqulro •.trp•• e•r• ,n I•brlc•t 1,•, D•Mllr,°, •„Ipp,n°, ,nwt•„In° •M DrK lnp co ,,tl
tb. ,a. t a.t e” .r Ks, IDp„tl,e° e eeeet S.rety erpr ale". ey ir, .w .,C.> . z1.1 0.708 1 TC DL 7.0 PSF DATE 09/06/13
pr•cl-c• p•e.•ce p•.r...,rq c w ru,.eu aes. ie•u cors •D•n prw,e• t«wr•ry D e1n° D •eso •
w 11 eo at
brp.cuo,
f
yeo•
t. .
c,.o,
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p.oper ry •t .cD.e wcn,ew.•, •" cn,"° •,ro bou c°oa BC DL 10.0 PSF DRW HCUSR408 73249273
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ey r•nur• w wne cD. vuw• ,e ee,.ror..nes .,c” •Ns vipi r or— b•,w-y. •mpp,np, ,n• ,
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TOT. LD. 37.0 PSF SEAN- 522239
e.•.,,q or covr p•°o n•t ,r• t"n er•.,np. ,m,uw• •eeopc.,.e• o woro•,on•, a,q,ewr,ep < 1 u0dinp Compononn Group ne. , , ,p p, p, • po,...b,,,ty a •r re, tb. tl..,pw u.•... T"• •„ t.b,,,tr .etl tl e..., r .ey w /C ••
e .° DUR. FAC. 1 . 25 FROM RF
Orlando FL 32837
tb• 'owp l,..,cy tb •u„e,ep 0•w,°„•r p 1, ANSIfTn r S_ z Fo. o "rorF. . tTn,. •••.•
1r •
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U /tl dl.. FLCOA#0278 Iu:. ,..••.•pr° '.. _ / _ , SPACING 24.0" JREF- lUZF408_Zll
b1Z3-/MUUEL 1357 -5CUTT WE5T -- 53 GARDENIA - HJS )
Top chord 2x4 SP -#2 -Dense -13B
Bot chord 2x4 SP -#2 -Dense -13B
Webs 2x4 SP -#3-13B
Lumber grades designated with "138" use design values approved
1/30/2013 by ALSC
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Hipjack supports 6-11-8 setback jacks with no webs.
Shim all supports to solid bearing.
3X4(F1)
L-111-5-0-J
9-10-1 Over 3 Supports Bel
R=326 U=38 W=10.564" (10.564" min.)
R=236 U=84 (1.!" m .)
11-6-6
1-9-14
0-0-0
R=342 U=0 (1.5" m+
1
8-0-0
H.
r'
Jryy'''
iDesignCrit: FBC2010Res/TPI-2007(STD)
PLT TYP. Wave FT/RT=2096(096)/10(0) s e TY:2 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING• REM AND FOLLOW ALL NOTES ON THIS STALL • IMPORTANT" ,UNN15N THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. •
S
TC LL 20.0 PSF REF R408-- 36653
lru, w r.eu,r• •rt` M c•r• ,n I.b c.t ,,,9, n•M„rq. .n,pp,nD, ,n.t.11 I,q •,b er.c,n9 f pM
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BC DL 10.0 PSF DRW HCUSR408 13249264
ALP I NE 1n 9•, BC LL 0.0 PSF HC -ENG WHK/WHK
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O rQit TOT. LD . 37 .0 PSF SEQN- 522168
OUR. FAC 1 5 FROM RFinpCOmpen•nD7 Gmup nC. r.,Pe,. le,llay .el.ly , tn• e.,l9n •,,.n. T,..•,t.tlllay .,, ,. •r a,l. e..1 •, . .
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Orlando FL, 32837
FLCOAk0278
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b7Z3-/MVUtL lJtIl-J(.VII WtJI -- b3 UANUtN1A - HJr
Top chord 2x4 SP—#2—Dense-13B
Bot chord 2x4 SP—#2—Dense-13B
Webs 2x4 SP—#3-13B
Lumber grades designated with "13B" use design values approved
1/30/2013 by ALSC
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
0-4-3
F
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere In roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS.
Hipjack supports 6-11-8 setback jacks with no webs.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 3 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
2X4(A1) =—
Lac -1-5-0--J
9-10-1 Over 3 Supports
BPI
R=326 U=38 W=10.564" (10.564" min.)
R=211 U=76 (1. " m )
11-6-6
3-9-14
R=367 U=0 (1.5" m i l% ) -
0-0
Design Crit: FBC201ORes/TPI-2007(STD)
1''1PLTTYP. Wave FT/RT=20%(0%)/10(0) v e TY:1 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING•• READ AND FOLLOW ALL NOTES ON THIS SHEETI • •
INPORTANr•' FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS .•
I
r
TC LL 20.0 PSF REF R408-- 36654
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TOT. LD. 37.0 PSF SEAN- 522242
1 AuifdinpCompononbGmup nG.
Orlando FL 32837
FLCOA#0278
d, *I- Dr ce.•r p•y 11•t lnp tbl• er•.Irq. Irq IC•to• Kt•pt•ncs or pror«•len•1—Irrl,q •
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the r«Don•Obnity or t1» D.nm.q D.•.D,.•r P.r ANs.nn I S.e z For a Inror..clm 'cT c
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SPACING 24.0" JREF- 1UZF408_Z11
b1ZJ-/N1UUtL lSb/ -Z:,GVII Wq l -- b3 GANUtIVIA - Wt,
Top chord 2x4 SP_#2_Dense_13B
Bot chord 2x4 SP_M2_Dense_13B
Lumber grades designated with "13B" use design values approved
1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Shim all supports to solid bearing.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
2X4(A5R)
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
10-6-11
m . R=121 U=38 (1. )
1-5-12
9-4-7
R=92 U=0 (1.5" min
0-8-0-0
Lci -0-0i:Nj
5-0-0 Over 3 Supports —_
R=265 U=20 W=8•' (8" min.)
RL=73/-32
uuunnu,ln/q,,
Design Crit: FBC2010Res/TPI -2007 (STD) Plr H' •
1 ,,
y'
PLT TYP. Wave FT/RT=20%(0%)/10(0) t ••••••/_-Y: 4 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING'• READ AND EOLLOD ALL NOTES ON THIS SNEETI • ' TC LL 20.0 PSFIYPONTANT" FURNISH iN15 DES'.10 ALL CONTRAC10R5 INCLUDING INSTALLERS.•• .• REF R408-- 3665 5
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e 11 b•v br•e1,y muenw p•r DCS. wca+oe. 93. 97 or Dlo, ••e•ppl.wel•. e
ALPINE
w.
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ny IM1ur• to wne a1» cres 1n cw re. an •NSViP1 1. or for ft , .,rR. • . . S AT O D
QRi
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ne. or p.e.•.•.w...eR.e..r.eR 1 p i .• ! DUR . FAC. 1.25 FROM RFI uifdlnp COmpOnOnb Group nG. s•pwnb ..ay w.ey re. an. e••.v.. wow 7b• w,cm n,q, wa e•e or ab.. a•..Rn rer wy •c. •• ••
Orlando FL 32837
abo r..pw•.bulay or a» w,.e. y o.,.v»r pe. •Ns nP. 1 5« z. For o.. .eror..uw .
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6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - CJS )
Top chord 2x4 SP_k2_Dense_13B
Bot chord 2x4 SP_M2_Dense_13B
Lumber grades designated with "13B" use design values approved
1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2) 16d common nails(0.162"x3.5*:toe nailed at Top chord.
Provide ( 2) 16d common nails(0.162"0.5" , toe nailed at Bot chord.
2X4(A1) _
LC1-0-0-li
5-0-0 Over 3 Supports -
R=263 U=19 W=8" (8" min.)
RL=66/-25
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located
within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
10-6-11
R=119 U=37 (1.!"
2-1)-3
i - AD 0-0
R=90 U=0 0.5" min
PLT TYP. Wave
Design Crit: F
FT RT 2096(096)/ 0(0)
TD) ``AAAA••••
4'•,, INVY 2 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING** READ AND FOLLOW ALL HDTES ON THIS SHEETI '• TC LL 20.0 PSFIMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS •• ; REF R408 - - 36656
lr .. r .- Att.OY Caro Iw INrIC.0 I,q,--.1.9, NIPPI,.•, In.tA111,.• AM blo...e I • t •M '
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howbrtAIIpAr eCS. NCtlon• e7. eT or B4O.
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Any L.. r wne two v... In tonne .A«...aw ANSInPI ,, or ren h•wdllw•. •w loP lrqII i S AT 0 Q >: er.e lwe or t.Iei.N.. APply pLao to e•eh r•cA er t.eN A,w p.+lt lon o .ho.n .Does Aho on thr. •
D.t.I1.. Pw1o.. Nt.e eahor.IN. Rer.r to dr...,.e, ,ew.: Ion .t.wd..d el.t. PNIaIon.. A Nfy `. ,. • ,4, c TOT. LD. 37.0 PSF SEAN- 522236711rulldl.. ComponentsGroup nD.
d.A.1,y .• ceoor PA•o Io,a`ne aw„ drN1..e. Iro1CAa.. •ce•Py1* o eNPo,I`^•I= a,q,,...rly:\
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Po,..,b111ty N y r ho N.,•w ,we.w Tn.P1a.D11ILSho P I. dNr= .ny .t. . • DUR.FAC. 1.25 FROM RF
OTIDndO FL, 32837 ...
Pon>'bil,oraw.•vnPANs nP, , s«.a. For nror.a.on T•q••nd.d•
e.w...1 w.t . N••• rn.eeG:..A.1a-9 a T.I IF.— or•; nCA• ....m .w.arywFLconNO278ICC• --. IC..•.....9 f)AI Al EN., +'' _ __. _ SPACING 24.0" JREF- 1 UZF408_Zl l
1DIC3-/mVI/CL .JJ/ -Z1bVI I rIICJI -- DJ L)AKUCn11N - 1.J9
Top chord 2x4 SP_#2_Dense_13B
Bot chord 2x4 SP #2 Dense 13B
Lumber grades designated with "1313" use design values approved
1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Shim all supports to solid bearing.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2) 16d common nails(0.162"0.5"), toe nailed at Bot chord.
2X4(A5R) e
O-O
bj
Q-0-0 Over 3 Supports_I
R=195 U=20 W=8" (B" min.)
RL=48/-24
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS f DIMENSIONS) SUBMITTED BY TRUSS MFR.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/160 total load. Creep increase
factor for dead load is 1.50.
9-6-11
R=65 U=22 (115-11 i . )
8-8-14
R=53 U=0 (1.5" min.
T -
0-0
Design Crit: FBC2010Res/TPI-2007(STD) P /
PLT TYP. Wave FT/RT=20%(0%)/10(0 Q /._TY:4 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING• DESIGN AND FOLLOW ALL NOTES ON 11115 SNEETI ` TC LL 20.0 PSF REF R408-- 36657IYP4R7Iw1'• rURN1$M 1M 15 DESIGN r0 ALL CONTRACTORS INCLUDING SNEE I
1 . • :'
Tru•"• rpu,re o•t,er care ,n r•Dr ,c•tln,, h•ro„n,,
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er.c„q en•ulI" P.r ECS, ••ct len• 07. •0r •r $10. •• •PPI,<",•
r
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ny r•u".. w I. tM v.•. en <o .•,.c• .Ith'usl/TPI 1. er rer h•ronn,. •ne..ln,. 1 Iof • S AT 0
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are.Irq e. 1-11 ww 6, 6" thew e,•. e,q, Iro,e•1•• "<.rt• •r rrer.••I.n•, •n,Inwrin,f. //'moi I' •
I Bulldinp Compomnb Gmup no. , e e, e, Po^.•D. d tr t .Ir r tM e.,,,n .he.n 1M ,wlt••n ay .” " the. e.ap, r .ny •t • i DUR . FAC. 1.25 FROM RF
Orlando FL, 32837
t"• r••pe •len ltr tM Eu, Imn, wd,n.r P.r .Nsv1n 1 s.< z re. w . Inr•re•don Th 4. •••
M roto -9.. In.KG- — It—g..—: IPI• .e•.twMl.er,: Eoc.: •••,••
FLCODA #0278 ICC:r;:.,«••1. r, ., InhIAI FN_. SPACING 24.0" JREF- 1UZF408_Z11
01ZJ-/MUUtL 1301 -JGUII WtJI -- OJ GAHUtN1A - UJ3
Top chord 2x4 SP_g2_Dense_13B
Bot chord 2x4 SP_g2_Dense_13B
Lumber grades designated with "13B" use design values approved
1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
2X4(A1) is
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
R=64 U=20 (1.5'.mi .)
9-6-11
1-1)-3
Y-110-0
R=51 U=0 (1.5" min.
T -0-0::.j
0-0 Over 3 Supports
R=193 U=18 W=8" (8" min.)
RL=44
y.(E1tN111 ptllllr!!!!
1
Design Crit: FBC201 ORes/TPI - 2007 (STD) ,M. H' ''i,
PLT TYP. Wave FT/RT=2096(096)/10(0) -Q6Q/ TY:2 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING" READ AND FOLLOW ILL NOTES ON THIS SHEE71 • • TC LL 20 . 0 PSFINFORTANT'• FURNISH THIS DESIGN 70 ALL CONTRACTORS INCLUDING INSTALLERS. .• • REF R408-- 36658
r. n.ro • 1mr«",.•
o. t.o.o c•.o 1n rwrlc•41C
nn°, mpr l.w• t•I11.1° •11• Dr•u.q t •Sna
a. t ••lt.« .I DCSI ° CP•pPnont s•f,ty In..r..N.n. by Irl • • MCA) : 11 0. 708 1 TC DL 7.0 PSF DATE 09/06/13
Or.cac•s Pn.r a. perr.r.lr1° t ctlan,. In,u n.r„ 1 Prov1•• a•.7+.r•ry er•e lrq DCSIR
M";' n.a.• .tn•r•1... ` tro ";" n•°" Pr.P.rly .a .<'. """'•' •`"'"° °" ""BC DL 10.0 PSF DRW HCUSR408 73249271n.... OrON., ly • • neP r;R1• C. .:;. L«•uon,`, P.r..n•nt I.to.l r.. des
1 My Dr«1ny .n•c 11N «r WCSI wccl•ns •7 •7 or R70. •,e.pplle.el•
ALPINEIT• 6..l , C..n•nt• Graf I« (1TW000) ,n.11 t eo .•.pon,lDl. I.r .ny Iovl.tlon rr BC LL 0.0 PSF HC -ENG WHK/WHK
ny f•,l.,ro to e.1II ane tr"„ 1. R•nr.r••nc. .1tn ANSI17PI I or Ior n•nel lrp, M pp.n°. I t. L
Or`cl,.p or t , APrly pI.t., to ..Ch .,..I 1—, .n• p.,.`. ., ,ne.n •e....n• .n t ';:p 0 SAT 0 Q TOT . LD . 37.0 PSF
1 un1...rot.• .tn...1•. A•I•r I•r..Ino ',•DA•Z I., , rI A—. r..ltl.n. A AeA w+ SEQN - 5222 33
Ir.• 9 or —or Y90 11•a1 q tn1. •r..1 q 1n.1c.t.. —Op ..... oI pr.,.,.1.n.1 w Wln..r. q • I auildinp Compononn Group ne. , .r tn. « ", „ „ pw...e.l ,ty ,. •ly I ,ton ,11..n ,n. , a.e111ty .nI " tnls I .1 d1 I .ny .tDNA. .o ( .• \ !$ OUR. FAC. 1.25 FROM RF
Orlando FL. 32837
tn• r..pe ,.0n1ty .• tn• D.1 °,—,.
c— P•r
1p: n
ICA ry ..
Tn ••.
y...r.1 ro ., wvo. In.sCc .eco cow: Trl: ... aP•n,a.•.°. WICA ....«1n•ua ry c •••
n •II• ,r
FLCOA#0278 ICC ....t..I•Or, ,-_ S/na. I GNG.ir' SPACING 24.0" JREF- lUZF408_Zll
6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - EJ3 )
Top chord 2x4 SP_#2_Dense_13B
Bot chord 2x4 SP_H2_Dense_13B
Lumber grades designated with •'1315" use design values approved
1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2) 16d common nails 0.162"x3.5 toe nailed at Bot chord.
2X4(Al) _
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
9-6-11
R=64 U=20 (1.5' mi .)
1-1)-3
0-0
R=51 U=0 (1.5" min.
0-%.j
0-0 Over 3 Supports
R=193 U=18 W=8" (8" min.)
RL=44
Po
umlWpugFn
Design Crit: FBC201ORes/TPI -2007 (STD) ' P ...•••.,• k .
PLT TYP. Wave FT/RT=2096(096)/10(0) a
Z `(}Y:2 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING" READ AND FOLLOW ALL U07ES ON THIS SNEETI • TC LL 20.0 PSF REF R408-- 36659IMPORTANT*' FURNISH THIS DESIGN 70 ALL CONTRACTORS INCLUDING INSTALLERS. •• ICS". T,N•.e.,...
O. 708 1 TC DL 7.0 PSF DATE 09/06/13aee.um or WG51 (0u ue,np Ge+pen.na S.rmy I+r..+•uen, by Tn »e vcq•y•c le••epernpan.,o onIn. a ...rn ,n• . prov.o. awpor•ry br•e.npU_ M. n »e oano,a. »` ro.o ,n• » ,-p—, •a •crave ucwrn. •n .n.. .
p,ep•r.y. „p,e Lx .en,`, o. ; pe,.n»na '.ae, . re.a, .s. BC DL 10.0 PSF DRW HCUSR408 13249263
n•rr neve b,•c.,q .n•a•rr•e p•, INS. ..c a.en, 07. R7 or 010. pp.—b.. • •
ALP I NE 1" 0u.re.n9 C—.na, Gra,p I— (ITWDCG) •n..r re, •ny e.v..alen rr an , e Ipn S AT BC LL 0.0 PSF HC—ENG WHK/WHK
r•.ru,• ao buua an. a.u„ , c.nro,..neo ..an AN,InI a, or ror Wena n.q:.nrp.l,q. rn oAA • /
Apply P:
6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - HJ3 )
Top chord 2x4 SP_#2_Dense_13B
Bot chord 2x4 SP_#2_Dense_13B
Lumber grades designated with "138" use design values approved
1/30/2013 by ALSC
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"0.5"), toe nailed at Bot chord.
0-4-3
F_
2X4(A1)
THIS ONG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR.
Special loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 0 plf at -1.48 to 55 plf at 0.00
TC- From 2 plf at 0.00 to 2 plf at 4.18
BC- From 0 plf at -1.48 to 4 plf at 0.00
BC- From 2 plf at 0.00 to 2 plf at 4.18
TC- -6.89 lb Conc. Load at 1.41
BC- 22.62 Ib Conc. Load at 1.41
Wind loads and reactions based on MWFRS.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
R=33 U n.
9-6-6=
2 (1.5" mi
1-9-14
R=71 U=0 (1.5" min
0-0
L -1-5-12--J
4-2-3 Over 3 Supports
R=153 U=35 W=10.564" (10.564" min.)
001"Fnnrurrnn,,,
H.
Design Crit: FBC2010Res/TPI-2007(STD) `td,.'R°•'1°'
v
PLT TYP. Wave FT/RT=2096(096)/10(0)`Bl! t :1 FL/ -/6/-/-/R/- Scale=.5"/Ft.
tARNING'• REM AND FOLLON ALL NOTES ON THIS SHEET• • • • • TC LL 20 REF R408-- 36660IYPDRTAM " FURNISH THIS DESIGN 10 ALL CONINACIORS INCLUDING INSTALLCNS • • .0 PSF
lrwwow ro•.•r• s n.ro .nwt.lSC •
I.nv. wn pp.,.v. "^v ••• Dr•c CAwR• ;e;r " O. 708 1 ? DL 7.0 PSF DATE 09/06/13folly. tro ..t..l e..l .o.. orr0051 (pp.Itl.np o.pp.ent .rotY . nro...c.on, DY 1D1 ro ;F) o y
pr.ct.eew pr.er to parr r.l.y a Inwl.Ilorw w 1 prev.tlo to+per<ry br•<..q DGS' •
D„1. rotor elD.r..we `tap ro:e :D p1 --y .l wro'ti..e •, D.tt cy °; • BC DL 10.0 PSF DRW HCUSR408 132492651;'N... properly at ,.a Le<.t.onw`nb..n I.r e.n .. ' r • r., IX.9
b• ......•....9 mu - ler •CSI ..n.enw 07. DT er 010. ...PP• ..I.. •
ALP I NE In NNI'tl.ro C t. Grew Iro. (.MCG) ....11 rot m re.pee..D.e fl, ..y a.v..t.en r e.
0
SAT 0 Q` 5 BC LL 0.0 PSF HC -ENG WHK/WHK
y r•u b.• to ep.'a tro tr.,• ... co..rorwro• .It. ANSI/m l e, rer rorol l.q. •D.pp.r.v. ...t
D..<Ir.° er tr.,•.. Apply p'.t.1 t..•<N r.<. or tr.w..ro p...l.en ., ,....n .•....ro en tro . . • TOT. LD. 37.0 PSF SEQN - 522230va•u•. ....'.•• rot.. etro - Nor- w eronp, I•pA-E r.. u• 0 p'.t. po•It.ow• A r•' •°
a71BuildingComonnbGFouIT. uop..*1o,r`^•.
en.'.
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Orland0FL.32837
tro r.•p.... 01ty.r tro 11"Idi vrw..vw. p ANSInD' l SM r For nror..uo o. `TN..,
ro... "' ' p•vo: In.•GG . -9 `"'' TPI: ....tpl.,t .r•. ;TCA :DCI"°".trya"'. '' S/AL EN a SPACING 24.0" JREF- 1UZF408 Z11FLcon40278 ; -- «•• ° 910620 I
6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - CJ1 )
Top chord 2x4 SP_N2_Dense_13B
Bot chord 2x4 SP_g2_Dense_13B
Lumber grades designated with "13B" use design values approved
1/30/2013 by ALSC
Bottom chord checked for 10.00 psf non -concurrent live load.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
OPT
8-6-11
R=-14 Rw=12 W -A 1 5" min.)
0-0
R=11 Rw=12 1.11=4 (1. min.)
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS i DIMENSIONS) SUBMITTED BY TRUSS MFR.
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located
anywhere in roof, RISK CAT 11, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(+/-)=0.18
Wind loads and reactions based on MWFRS with additional C&C member
design.
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
11-C1-0-0:1.)
1-0-0 vr 3 S pports
R=150 U=25 W=8" (8" min.)
RL=22t*tlt Eunntuyrphrp
Design Crit: FBC201 ORes/TPI -2007 (STD) ` ,.••••'••••: ti
PLT TYP. Wave FT/RT=2096(096)/10(0):4 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEETI . •
REF R408-- 36661IRPORTAM'• FURNISH THIS DCSIGN 10 ALL CONTRACTORS INCLUDING INSIALLERS. • • • TC LL 20.0 PSF
Tra.•ww roqu.r• •alta.• G v In I.brIc.L1 rone1. 1 1qn°. wn.PP ^0• ma.111•,.ey.I braelCAj .e
R ` to
O.870 sLn. LL.a .•It.en DGSI cwllel ° GP•ponona :.Ieay Inte.wtlen. by 7.ne .IGA> : y. v 1 DL 7.0 PSF DATE 09/06/13
1. P-1baler Le yrre....q anew r roaloe. InwL. u•.. m. 1 pre".a. aeePor•Iy brae lly eCSI •
e°'r'y " ""°°
1' '
kc BC DL 10.0 PSF DRW Hcusaaoe 13249286wnn•w b•eWrq .u.enee II..e c u.q. L«•u e...`,ne.w r . I»r..n.na nu 1 •. I.1 oi eq
n•11 Mw brae lrq .mt.11oe wr KSI w«c Ions e3 e7 er RIO. •, wbblle• • i
ALP I NE Ire 0-101, , Ceae1.•nL• Gr p I«. (IT•RCG) wn.1 rot « r.•PPn..b1e ler ..y e."l.alen Iry If ee•n S AT Q if
BC LL 0.0 PSF HC -ENG WHK/WHK
any r. n1,.. w bulla ane I,—. - eonr•re •.an'ANSI/TPI 1. or ro.—11,y..n
wIn° eI tr,.e Awls PI.a., to ...n 1... .1 L ." ...b P•.1L.en .w ,ne.1.....1 en an. • \/ F TOT.LD. LD . 37 . 0 PSFror..w. ROIOI Le era.."•; ,sv..: IeI ..nese P.— «.la.en, A ..
V'.
P/` ,• SEQN- 5222242.11d in. Componen4Group nc.
er..1.1, er Pb"•. Wv 11.a1,q ant, eL...q Iro.A.Ve, .ewebt.«• a e........... .q....I.rq ter••••r•wben.......y wl•1y I. Lne.n 11Ir «,1,, r wy • ••.......• DUR FAC 1.25 FROM RF
OFIandOFL.32837 ` • ••
Pen.belayaroa.1mnANSVTPI , S« 2 For w -r•r•.L.Pn .. `7.
ro.•1 ro o D.WI17-KG• w .a.bc TPI:... aP.—I er°. RCA' r..••bcnM..•Lr°'"` y'`
e`
O A 4 SPACING 24.0" JREF- lUZF408Z11FLCOAN0278IGG ..-.eL..re•r°.._ .La amFnnl
THIS DWG PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS MFR.
6123 -/MODEL 1357 -SCOTT WEST -- 63 GARDENIA - CJ2 )
Top chord 2x4 SP_A2_Dense_13B
Bot chord 2x4 SP_k2_Dense_13B
Lumber grades designated with "1313" use design values approved
1/30/2013 by ALSC
Wind loads and reactions based on MWFRS with additional C&C member
design.
Bottom chord checked for 10.00 psf non -concurrent live load.
Shim all supports to solid bearing.
6
3079
2X4(A5R) =
8-6-11
R=-13 Rw=10 Q1 51 5"
zzmin. )
R=-9 Rw=9 U=41 5 irl
LC1-0-0::
Ij
1-0-0 v r 3 pports
R=138 U=27 W=8" (8" min.)
RL=22
Special loads
Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 56 plf at -1.00 to 56 plf at 1.00
BC- From 4 plf at -1.00 to 4 plf at 0.00
139 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSEDbldg, Located
anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC
DL=5.0 psf. GCpi(i/-)=0.18
Deflection meets L/240 live and L/180 total load. Creep increase
factor for dead load is 1.50.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Top chord.
Provide ( 2 ) 16d common nails(0.162"x3.5"), toe nailed at Bot chord.
Design Crit: FBC201ORes/TPI-2OO7(STD)P`Y;••; 1
y•%.
PLT TYP. Wave FT/RT=2096(096)/10 0 • / TY:4 FL/ -/6/-/-/R/- Scale=.5"/Ft.
WARNIHG" ITEM AND FOLLOW ILL NOTES ON THIS SHEET$ • ' TC LL 20.0 PSF REF 8408-- 36662IMPORTANT•• FURNISH THIS DESIGN TO ALL CONTRAC70WS INCLUDING INSTALLERS. •• ,
lr.nw. ,oee.re •, tr•.o care .n ,.Dr,c.c,nY, n•ne.,rq, .h, pp,.q. ,nft.11,rq •M br•c,np t ane '
eF TKSI '°""°' `°•°"""` "ety e...t,en. Dy TPI .ne fFCA, ':'• 0.708 '! TC DL 7.0 PSF DATE 09/06/13
neat.•°pr e°r"te ........9 t w.ct.m.. Inst, n•,. fn.n P•e..o• t..p•,oy b.•e..q r DCS$•
Vn.H Mt•e OtMr•,.s. top - I sh• w p.ep•r ly • .thee .t,octvr.l WtD,rq .,q Detm. no,W
ly .t t.phee „Y,e : Mnp. L.e tI BC DL 10.0 PSF DRW HCUSR408 132nszez
h..l•hw• er.c lrq Inst..l•e per KSI sec t,onf 63.•67 •,`910. •. •ppl,c.Dlo •
t•r•, r•.t t .. ;
ALPINE 1n Oenel q cede •nt. G,e Inc (ITWBCG) .M 1 ..ot De re.pen.ICl• , , •ey e.vl•t.on h1. A Ipn BC LL 0.0 PSF HC -ENG WHK/WHK
y ,,.1,,, to Wlle tho t e.. .n eon,• qnc• •Ith ANSI"PI 1. o, ,or qM Q. .h1M 1 `11 I. A ti
br....q e ...... App., p..ts. to e. h I•c• oT I.—, .ne Pef.`len ...he•n •Dov. •.bo,. t S AT
TOT.LD. LD . 3 7 . 0 PSFet.e , .... `te er.., q16OA-Z , .re p.,t• pe.lt,en.. A .' h% SEAN— 522156
I BUildinpCompon•na Group ne. er..l,q e. cev,pll•Ye ':.1a1."°i e.•.
e,•„=. .'
4':..
bIC.
7y.:
a c poo.`^;.o. e.q,,.••,.
y • •
1 ((
e•oo•,*.D,l,cy y . +.Yn . Tho , t.b.l,cy ,.e N ..Y,. .ny .t. / . ` . FROM RF
d6' '
1 DUR.FAC. 1.25
Orlando FL. 32837
th..•.Pon..bn,ty eT the DN.I Inp "w"I 1 Sec 2 Fer n,er..t.o. s Th •••' p•n•r•I ,.et ew P.Y.: IIW.000 ,,—g.c—: 7PI. .w tPln.t. aY. RCA .De.neuary c •••
B"Il'Ro
FLCOANO278 IeG:-1 .e........ ,,,_ ,s/Hent EN- I SPACING 24.0" JREF- lUZF408_Zll
Gable Stucl Reinforcement Detoil
ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00
Or, 120 riph Wind Speed, 15' Mean Height, Partially Enclosed. Exposure C, Kzt = 1.00
or- 120 moll W.nCI Speed, 15' Meon Height, Enclosed, E•posure D, Kzt = 1.00
Fir: 00 moh Wald Snaecl. IS' Mann Ilaimht. Pnrt..nity rmrincod. r.mm- r. 0. K>t = I.nn
D.ona•al beoee option,
ve••l.Lol Il•ngth may br
dauhled he,. clip .Nmol
be o, .• is used rummer, t
i,o.mnol brute for 4500
at tach tend Ho. .eb
tot.. length .s 1•t'
Ver t.col length shown
n IobiC ObV VP
Conmec t d.ogonol at
midpoint of vertical
111TY
Surlding Components Group Inc.
Ee4h Gty. MO 83045
2.4 Dr -L o2 or
bolte• dmponot
brace. single
Q,- Bauble cut
upper end
AboutIL
I
r - T
III' :t:
ncL•
I I
I8' :I:
L 1
VJl `til Pierer to chart
WARNING'-- RCAD AND rOLLOV ALL NOICS DN THIS DRAVING,
INPORIANI•. rURNISH INIS DRAVING 10 ALL CONIRACIORS INCLUDING II[ INSIALLCRS
Ir n r necasesrra.nry ...Irene Core oU •co -p he d rig, strpxno..n:toH.•q and bontlV A) fcirc. the 0, 10, 1 1p-( or BCJI lBuid"I Gx•Iwn 1- lle's shot, vi,ot..n, li IPI or41 VILA) rprett.:es ar br to per, top C these runeeons only of Shea pe ovale temporary lroe.np 4chalonoil•d Oiher..se, lop Chord vd hovl• Droperly OIIOChr.ri - (a,ol 1he0 thing end Scardsewntweeol -C-,4) t, lOed P ..ad I -c Ls 113. R7 - DI ren p.•rnonW.. toterel 9e. .ebs +hor ho -I -S broc•g) .,stair rd err BC}I sic lwns B3. B7 J. BID. es eroIKO We, ADply rPochrtoortrussandPovuonessha.n above tial on the Jo-nt tie loss. u•,.ess noted ot Defer l0 llronngs 160A-7 nor SIOMiOrli DIO1f WS•Uons
IIV Buid•q Cororonents Grow Inc s,.it not be respenpblr roe any drviot.on rron thts dr
re A-. to build the tress :n co..rorne..cr .ilh AnSl/IDI 1, or roe bndi: V. slvpv^D, rs lel.oL
bloc -morC -ng or trusses A Lv01 on INS dro.ng or cov r pow 4stmg it-- dro.•ng, i.wce l.. A.
or prof--- .ngnror..g r. 0-o bj.ly solely
faro
tr." dvagn sho.n I.,. su telxhly and 1
dre.,ng nor any structure .s Il,v ••.spoes.b.l•ty or the ll d,1 g Des•pner par ANSI/IPI I Soe.2
nor n mforno UO., sea Uws Job's gii-rol •.,les page end IM51 .Vb'llevpre
IIVBCG ....t.bcai:-; IPh ..v lrxnst orn: Vll'A, ... s1K.n o-•vm•n. ICC • ... -.F.
b ei`..ie e} •1•v:- iiclryj length.
ec
sere•i
0. 7VU8 1BCSIe . ton
Brocing Group Species and Grades:
Group A:
S ruse-P.ne-rir Hen -Fir
BI / e2 Stondord B2Stud
M3 Stud e3 Stondord
Dou los Fir-Lorch Southern Pine•••
a3 e3
Stud Stud
Standard I Stondord
Group B:
Hen -Fir
111 t Btr
al
Dou los fir-LorCK Southern Pine•--
al ==1i al
N2 42
1.4 Braces shop be SRB (Stress-Roted Booed)
For Ix4 So. Pine use only Indusir-ol 55 or
Intlustr.ol 45 Stress -noted Door 11ds. Group B
volues m0 be used with these rOtlPs.
Gable Truss Detoil Notes;
Wind Load deflection Criterion .s L/240.
Prov.de uplift connections for 55 pir over
continuous bearing (5 psf TC Dead Load).
Goble end supports load from 4' 0' Outlool ees
with 2' 0' overhang, or 12• plywood overhang
SoPine lumber design values based an
the ALSC Jonvory, 2012 rutin
Attach 'L' braces with IOd (0128'.30• m.n) mods.
For (I) 'L• brocei space moils of 2' o.c.
n I8' end zones and A• oc between zones
I:Ii:For(2) 'L' braces, space moils of 3• o.c.
in 18' end zones and 6' o.c. between zones.
L' bracing must be o minimum of 80% of web
member length.
Goble Vertical Plate Sizes
Vert -cot Lem lh No Splice
Less than 4' 0' Ix4 or 2x3
Greater than 4' 0', but
2.5x4
less than 11' 6'
Geeother than 11' 6- 3x4
Pefer to common truss design for
peo U. splice, and heel plates
Referto the Building Designer For conditions
not addressed by this deto.l.
REF ASCE7-10-GAB14015
DATE 2/14/12
DRWG A14015ENC100212
MAX. TOT. LD 60 PSF
MAX. SPACING 24.0'
2x4 Brace
Goble Ver llcol
Spacing Species Grpde
No
Braces
1) Ix4 'L• Brace ' 1) 2x4 •L' Brace (2) 2x4 'L' Brace - (1) 2.6 'L' Brace • 2) 2x6 'L' Brace
Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B
Sr.n-
Cj)
j
U
o
v
SPFf
H
ul / d2 4' 3' 7' 3' 7' 7- 8' 7• B' ll' 10' 3' 10' 8' 13' 6' 14. 0' I4. 0' 14' O•
4 3 n' 1' 6' 7• 7. 1- 8' 6' 8' 10' 10' 1' 10' 6' 13' 4• 13' 10' 14' 0' 14' 0'
S lud 4' 1' 7. 2- 7' 5- B' 6' 8' 10' 10' 1' 10' 6' 13' 4- 13' 10' 14' 0- 14. 0-
Stondord 4' I' 6' W 7' 5' 8' 6" 8' 10' 10' 1' 10' 6• 13' 4- 13' 10' 14' 0' 14' 0-
SP
DFL
1 4' 4- 7' 4- 7' 7' 8' 8- 9' 0' 10' 3' 10' 8' 13' 7' 14' 0' 14' 0' la' D-
02 4' 3' 7' 3- 7' 7' 8' 7' 8' it, 10' 3' 10' 8' 13' 6' 14' 0' j4' 0' 14' 0'
03 4' 1' 5' 11' 6' 4' 7. 11' 8' 5' 10' 1' 10' 6' 12' 5' I3' 3' 14' 0' 14' 0'
S tud 4' 1 5' 11' 6' 4- 7' 11' 8' 5' 10' 1' 10' 6' 12' 5' 13' 3' 14' O' 14' 0'
Stondord 3' II' 5' 2" 5' 5' 6' 10' 7' 4• 9' 3' 9' 111 10' 9' 11' 6' IV 0' 14' 0'
U
U
O
S P F
I I r
0I / 02 4' 11' S. 4' S. S. 9' 10' 10' 3' 111 8' 12' 2' 14. 0' 14' O' 14. 0' 14' 0'
113 4. 8' 8' 1' 8' 8' 9' 8' 10' I' 11' 7' 12' 1' 14. 01 14' 0' 14. 0' 14. 0'
Stud 4' 8" 8' 2" 8' 6' 9' 8' 10' 1' 11' 7' 12' 1• 14' 0' 14' 0' 14' 0' 14' 0'
Standard 4' 8• 8' 2' 8' 6' 9' 8' 10' 1' Il' 7' 12' 1' 14' 0' 14' 0' 14' O' 14' 0'
SP
Drr L
111 S. 0' 8' 5' B' e' 9' II' 10' 3• I1' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0-
02 4' II' 8' n• 8' 8' 9' 10' 10' 3' 11, 8' 12' 2' 14' 0' 14' 0' 14.0' 1 14.0-
113 n' g' 7' 3" 7' 9' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0'
Stud 4' 8' 7' 3• 7' 9' 9' 8' 10' 1' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0'
Stondord 4' 8- 6' 3' 6' 8' 8' 5' 8' 11' 11' 4' 12' 1' 1 13' 2' 14' 0' I4' 0' 141 0'
d
l
X
0
U
O
U
SPFJ
I_If Stud
I -If
441 / a2 5' 5• 9' 2- 9' 6- 10' 10' Il' 3' II' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' O'
0 3 5' 1' 9' 0- 9' 4- lo' B' 11' 1' 12' 9' 13' 3" 14' 0 14' 0' 14' 0' 14' 0'
5' 1' 9' 0- 9' 4- 10' 81 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0- 14' 0'
Stondord 5' 1' 9' 0- 9' n 10' 8' Il' V 12' 9' 13' 3' 14' 0' 14' 0' 14' 0- 14' 0'
S P
F L
01 5' 6' 9' 3' 9' 7' 10' II' 11' 4' 12' 11' 13' 6' 14' 0' 14' 0' 14' 0' 14. 0'
112 5' 5" 9' 21 9' 6' 1o' 10' 11' 3' 12' li' 13' 5" 14' O' 14. O' 14. 0- 14' 0'
q3 5' 1- B' 4- 8, 11' ID' B. ll' 1' 12' 9- 13' 3' 14' 0' 14• p 14' 0' l4. 0'
Stud 5' 1' 0' n 8' l l' 10' B. 11' 1' 12' 9' 13' 3' 14' 0' 14 0' 14 0' 14' 0'
Stondord 1 5' 1' 7' 3- 7' 9- 9' 8• 10' 4- 12' 9' 1 13' 3- 14' 0' 1 14' 0- 14' 0-
D.ona•al beoee option,
ve••l.Lol Il•ngth may br
dauhled he,. clip .Nmol
be o, .• is used rummer, t
i,o.mnol brute for 4500
at tach tend Ho. .eb
tot.. length .s 1•t'
Ver t.col length shown
n IobiC ObV VP
Conmec t d.ogonol at
midpoint of vertical
111TY
Surlding Components Group Inc.
Ee4h Gty. MO 83045
2.4 Dr -L o2 or
bolte• dmponot
brace. single
Q,- Bauble cut
upper end
AboutIL
I
r - T
III' :t:
ncL•
I I
I8' :I:
L 1
VJl `til Pierer to chart
WARNING'-- RCAD AND rOLLOV ALL NOICS DN THIS DRAVING,
INPORIANI•. rURNISH INIS DRAVING 10 ALL CONIRACIORS INCLUDING II[ INSIALLCRS
Ir n r necasesrra.nry ...Irene Core oU •co -p he d rig, strpxno..n:toH.•q and bontlV A) fcirc. the 0, 10, 1 1p-( or BCJI lBuid"I Gx•Iwn 1- lle's shot, vi,ot..n, li IPI or41 VILA) rprett.:es ar br to per, top C these runeeons only of Shea pe ovale temporary lroe.np 4chalonoil•d Oiher..se, lop Chord vd hovl• Droperly OIIOChr.ri - (a,ol 1he0 thing end Scardsewntweeol -C-,4) t, lOed P ..ad I -c Ls 113. R7 - DI ren p.•rnonW.. toterel 9e. .ebs +hor ho -I -S broc•g) .,stair rd err BC}I sic lwns B3. B7 J. BID. es eroIKO We, ADply rPochrtoortrussandPovuonessha.n above tial on the Jo-nt tie loss. u•,.ess noted ot Defer l0 llronngs 160A-7 nor SIOMiOrli DIO1f WS•Uons
IIV Buid•q Cororonents Grow Inc s,.it not be respenpblr roe any drviot.on rron thts dr
re A-. to build the tress :n co..rorne..cr .ilh AnSl/IDI 1, or roe bndi: V. slvpv^D, rs lel.oL
bloc -morC -ng or trusses A Lv01 on INS dro.ng or cov r pow 4stmg it-- dro.•ng, i.wce l.. A.
or prof--- .ngnror..g r. 0-o bj.ly solely
faro
tr." dvagn sho.n I.,. su telxhly and 1
dre.,ng nor any structure .s Il,v ••.spoes.b.l•ty or the ll d,1 g Des•pner par ANSI/IPI I Soe.2
nor n mforno UO., sea Uws Job's gii-rol •.,les page end IM51 .Vb'llevpre
IIVBCG ....t.bcai:-; IPh ..v lrxnst orn: Vll'A, ... s1K.n o-•vm•n. ICC • ... -.F.
b ei`..ie e} •1•v:- iiclryj length.
ec
sere•i
0. 7VU8 1BCSIe . ton
Brocing Group Species and Grades:
Group A:
S ruse-P.ne-rir Hen -Fir
BI / e2 Stondord B2Stud
M3 Stud e3 Stondord
Dou los Fir-Lorch Southern Pine•••
a3 e3
Stud Stud
Standard I Stondord
Group B:
Hen -Fir
111 t Btr
al
Dou los fir-LorCK Southern Pine•--
al ==1i al
N2 42
1.4 Braces shop be SRB (Stress-Roted Booed)
For Ix4 So. Pine use only Indusir-ol 55 or
Intlustr.ol 45 Stress -noted Door 11ds. Group B
volues m0 be used with these rOtlPs.
Gable Truss Detoil Notes;
Wind Load deflection Criterion .s L/240.
Prov.de uplift connections for 55 pir over
continuous bearing (5 psf TC Dead Load).
Goble end supports load from 4' 0' Outlool ees
with 2' 0' overhang, or 12• plywood overhang
SoPine lumber design values based an
the ALSC Jonvory, 2012 rutin
Attach 'L' braces with IOd (0128'.30• m.n) mods.
For (I) 'L• brocei space moils of 2' o.c.
n I8' end zones and A• oc between zones
I:Ii:For(2) 'L' braces, space moils of 3• o.c.
in 18' end zones and 6' o.c. between zones.
L' bracing must be o minimum of 80% of web
member length.
Goble Vertical Plate Sizes
Vert -cot Lem lh No Splice
Less than 4' 0' Ix4 or 2x3
Greater than 4' 0', but
2.5x4
less than 11' 6'
Geeother than 11' 6- 3x4
Pefer to common truss design for
peo U. splice, and heel plates
Referto the Building Designer For conditions
not addressed by this deto.l.
REF ASCE7-10-GAB14015
DATE 2/14/12
DRWG A14015ENC100212
MAX. TOT. LD 60 PSF
MAX. SPACING 24.0'
Let -in Verticals Goble Truss Plote Sizes
Rigid Shco ihrnn
4 Nc45
ftrmfar ce,q
Ml>nbi•r
We Nod
s 5 Spoced At
4' o C.
4 Noris
Cedo,g
60
Ie
pproprtote ITV goble cietoil for
e sizes for verticol studs.
Engineered truss design for peol.,
b, and heel plates.
vert.Col plotes overtop, use o
le thot Covers the lotol oleo of
lopped plotes to Spon the web
e,
2X4
2x42x8
Provide Connections 1 or uplift specified on the engineered truss design.
Altoch eoch •1• reinror C.ng member with
End Dr -fen Noils
IOd Common (0148'r 3. ,rain) Noils o l 4' O.C. plus
4) r;al in the lop aid bol ton Chords.
Tour oiled No.lS
IOd Common f0148'r3',mw)) loenoils of 4• or:. plus
C4) to(•no A!, io the top Ond bottom Chords
this delad l0 be W.ed with the oppropriole I1W goble deto4 for ASCE
wind lood.
ASCE 7-98 Gable Detod Drowo;gs
A13015980109, A12015980109, A11015980109. A10015980109,
A13030980109, A12030980109, A11030980109. A10030980109
ASCE 7-02 Goble Deto.1 Drawings
A13015020109, Al2W5020109, A11015020109, A10015020109, A14015020109,
A13030020109. A12030020109, A11030020109, A10030020109, A14030020109
ASCE 7-05 Goble De tu4 Drowings
A13015050109. A12015050109. A11015050109. A10015050109, A14015050109.
A13030050109, A12030050109, A11030050109, A10030050109, A14030050109
ASCE 7-10 Goble Detod Drowings
A11515ENC100212. A12015ENC100212, A14015ENC100212, A16015ENC100212.
A18015CNC100212, A20015ENC100212. A20015END100212. A20015PED100212,
AI1530ENC100212, A12030ENCID0212. A14030ENC100212. 1F rNC100212,
iluflililu
A18030ENC100212, n20030ENC100212, A20030ENDt1 406, 420 .'IrT PNOe12
A r iS(•c• Got ropriote ITW goble detoil for mo.inun Vi e.\A1j.L•do •e length.
T• Reinforcement Attochment Detoil
1' Re.nforcing •7• Reinforcing
Member Member
Toe -noir Or - End -moil
To convert from 'L' to •T, reinforcing members,
nultiply •T• incre0 se by length (loosed on
opproprio to ITW goble Cletoil).
MOrinum ollowoble 'T• reinforced goble verticol
length is 14' rron top to bottom Chord.
1• reinforcing nember notertol must notch size,
specie, and grode of the 'L' reinforcing member.
eb Len( th lncreose w/ 'T' Broce
Exonple
ASCE 7-10 Wind Speed = 120 mph
Meon Roof Height = 30 rt, KZl = 1.00
Goble Verticol = 24•o.c. SP 93
T' Reinforcing Member Size = 2r4
T• Broce lncreose (From Above) = 30% = 130
1) 2x4 'L' Broce Length = 8' 7•
Moxinum •T• Reinforced Goble Verticol Length
1.30 r 8' 7' = II' 2'
Gable Detail
For
T• Rein r.
Mbr $iZP
T•
lncrp0 se
2x4 30
2x6 20
WARNING'•• eCAD AND rnLLOW ALL NOTES ON 11NS DRAWING' C1 3
IMPORIANI•• rUPNI\11 1HIS DRAVING 10 AL1 CONIRA 1 R' INCLUDING 11 IN\In
r
REF LET -IN VERTCD1 ¢ LLCRS. • • J ` •••
IrwO reut.rr r•trYme Core r (abrgot.yl. ho-tSa Shxw.yl. instomnp end brounp, Re(f to ' • t3 DATE 2/16/12
C.
ano. Vw• latest o"'f, or DCSI r9. f—c 'onlx)m1n 11— .it v, llo-, by 1P1 o.wi VTCAI r saferOCl.CY3 Drpr l0 per(Or rvnD thY3l• ft•nC L.On! In>{eller> Sh011 DrOv.tlY lenpprOry brOC..ip BCSI• O. 708Me55roledolhe—Se. top Chord >h011 K.- Uraperly OIIOChed st—cl-al sheath O d tlam • DP.WG GBLLETIN0212
1prd Shpl1 leve O pM operly OIIOChYII rilyd Ce.bnp LOCot—s s.w.n for p—mann. lateral st
f .eb3 Shell Move brat. -p n W"d Der BCSI Oeel.on5 93. B7 or 910. 03 e p11cO1xe. ApdY [ t l••
face of tr..33 Omti DOS.I.an 05 >ho— Abu— end On the jVM De104>, .,nle SS ro1ld OI e • • '
Building Cempon•nts Group Inc. pefer to wo..m95 IJA•Z ror sto.xfo•d IA.te M..toms '
SAT 0T1WBvadnpCompo-•nls GrOVD Inc. short not b.• rIsba.sbty ror a -y dr..O4o•. rrpm Us do nA• i Q MAX. TOT. LD. 60 PSFr.4vr to W1d the vuss .- eonfor.mmce .Rh ANSI/IPI 1, or ror ha.x11.n9, shipp[np, ..L 1011015 t •
1 oc. or bosses A s•ol on tlrs Jro."q or Covr pope 65t -p th.i d'o-9, rd1 let, OC<•V t,
or pror•sso-ei a-ymer 9 re>MO Z.ty solely ror thY dreg- iho.- the L.rtabl.ty emd La O 4 • \ v DUR. FAC. ANY
Jr e.np for eny Llryt lDrr .s lh• r-n-i.b4.ly or lh• 9pid.y D•s.pmer Der ANSIrIPI 1 Sec.z. •••••••.
i • Earth Gy. MO 53045
ror m • mrarmo aon s•• lws Tab's B••Mrol rotes mp• o -d these .eb cil•s, - S'Qf.. . GNBIIVBCG' ....t.bcgco-. 1PI-—Ap.nst-9. WIG4 ...LbC.ndustryorg: ICC .. Cl;ol` v MAX. SPACING 24.0'
CLB WEB BRACE SUBSTITUTION
T -BRACING
THIS DE FAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR
IS SPECIrIED ON A TRUSS DESIGN BUT AN ALTERNATIVE WEB L -BRACING
BRACING METHOD 1S DESIRED.
NOTES:
THIS DCIAIL IS ONLY APPLICABLE rOR CHANGING THE SPECIFIED
CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BP.ACING OR SCAB
BRACING.
ALTEPNAIIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.
r1JP MINIMUM ALTERNATIVE BRACING, RC -PUN DESIGN WITH APPROPRIATE
BRACING.
WEB MLMBEP SPECII-ILD CLB ALTEPNAIIVE BRACING
SIZE BRACING T OP L -BRACE SCAB BRACE
2x3 OR ?X4 1 POW 2x4 I -2x4
2x3 OR 2" 2 ROWS 2X6 2-2x4
2XG 1 POW X4 1-2x6
2x6 2 ROWS 2XG 2-2X4(;!;)
2x8 1 ROW f?x6 I -2X8
2X8 2 POWs 2x6 2-2x6(;,>
I-BRALE,I.-DPACE AND SCAB BRACE 10 BC SAI4C SPECILS AND GRADE
OR 13LI lEP THAN WEB MEMBEP, UNLESS SPECII-ICI) 01HERWISE ON
L-NGINCEP'S SEALED DCSIGN.
CENICP, SCAB ON WIDE FACE Or WEB. APPLY (I) SCAB TO EACH
rACE Or WEB.
APPLY TO EITHER SIDE OF WE
ATTACH W1714 10d BOX OR GUN
0128'1. 3',MIN) NAILS,
AT 6. O.C.
BRACE IS A
MINIMUM 80% OF WEB
MEMBER LENGTH
SCAB 13P.ACING
T -BRACE
OR
L -BRACE
APPLY SCAB(S) TO WIDE FACC OF WEB.
NO MORE THAN (1) SCAB PER FACE.
ATTACH WITH 100 BOX OR GUN
0.128', 3',MIN) NAILS.
AT 6' O.0
BRACE IS A MINIMUM
80% Or WEB MEMBER, LENGTH
SCAB
T—BRACE L—BRACE
Nlllllplll/llilli''
y/i• H.
to ......,
vAVNING•• ROAD AND ratpv ALL Nmcs CW ,Nis swrl,
1/y 1 . W. -r e.1 -one Ce -e •n rob. cot+vp, ...61-9. S6 --•p. ••• lell..,p and h-ec.g RerH
e <` TC LL PSF REF CLB SUBST.
DATE 1/1/09
rdlo. 0C31 "A"n Conoonrnt Se rely Inr0 lone by IPI end vICA) re- se rety p-ec tcro r •rl • Pr ro-..no Isar P—I.— InSlene-S •ubv P -oath, lenpo-e-y b-ec•..g or. SCSI. unless TC DL PSFjd
tithe -+•Se. lop Che•d SNIII hour P-oPe-ly 61toChect alryC t.r•o1 ponela end bollen Cho -d ShrS bve •
to, O• O
DRWG BRELBSU60109
P-OPr-ly olleChed -.jd Ce1 np Lorol.o..i Slo— Pr -retort hole-el-lit-oni or .ebS .11 hev'
b -OC -o .S,*INJ It- KSI St,c% W 83 i 67 see INS orae -1 notes Poor ro- no -r e-ne4•n S r - K DL PSFJob's
INPDRIMI•• rUPNISN COPY Dr 11115 DESIGN ID INSIALLAIIDN CDNIPACIER * •
Ilv IlWa-.p Coroonents G-oup Inc. IIIvBCW not be-rsoonsbIP ro- drvotw f -O BC LL PSF
Sulldit COMp0lNnta G=p Ills
still ony ibf
drsgn. ony rat— to bid the t -acs r• Conro-nonce .ilh IPI, o- rob-icolinp, hondl•np, shit p. •
n...".no 1 brouno or v"ssrs IIVBCG Crr 111 - trf node 20/19/16GA rv,N1S1.1 SAT Olaoaleor
4SIp1.
6••3
o -ode 37110160 rhlvnLU poly sI.rl Aavy 0.1'. to eoch roc+ or vois, posMoned eS Sh n • Q TOT. LD. PSF
a
no on -1-1 De 1011 , •
A Seel on INS W --v O- co, r- nope ntkatef accept—e ono o-OIrSSienel rnpmH-+.p -e spo-, b A",
DUR FAC. solely ro- J.p vans eoroonrnl oes.rin fb.n IN. .—W.ty eW ease or tl.f ewoon.nl ro- e 0
Earth Gty, MO 63045
t>,„IJ np •f the-espon.. ty or the II..IU np Drfgn.- Pe- ANSI/IPI I SeC 2
Ilv-B[G ....t.bepco , IPb +.+tp+Kl Ce., vICA- ..esbundvfvy Con, ICG .+. Soreo-o
elS'L SPACING
Iw
PERMIT # % '-
ENgfilY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX' = 66
The lower the EnergyPerformance Index, the more efficient the home.
Fl,
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst lose?
6. Conditioned floor area (ft)
7. Windows" Description
a. U -Factor. Dbl, U=0.52
SHGC: SHGC=0.33
b. U -Factor. Dbl, U=0.60
SHGC: SHGC=0.32
c. U -Factor: N/A
SHGC:
c. WA
d. U -Factor. N/A
SHGC:
d. WA
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
New (From Plans) 9. Wall Types Insulation Area
a• Concrete Block - Int Insul, Exterior R=12.3 1166.00 W
Single-family b. Frame - Wood, Adjacent R=11.0 296.00 ft'
1 c. WA R= ft'
4 d. WA R= fN
10. Calling Types Insulation Area
No a. Under Attic (Vented) R=30.0 1357.00 fl'
1357 b. WA R= fe
c. WA R= ft'
Area
11. Ducts R ft'
109.48 fl' a. Sup: Attic, Rot Attic, AH: RoomslnBloc kl 6 542
40.001!=
12. Cooling systems kBtu/hr Efficiency
W a. Central Unit 31.8 SEER:15.25
ft'
1.417 ft.
0.327
8. Floor Types Insulation Area
a. Slab -On -Grade Edge Insulation R=0.0 1357.00 fP
b. N/A R= ft'
c. N/A R= W
13. Heating systems
a. Electric Heat Pump
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
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 Co compliant fe tures.
Builder Signature: _ Date: 7/7, ZQ LV,'-_
Address of New Home:z4l$ Pig l siC CTaiV AYE City/FL Zip: 5,G p & 313.77
kBtu/hr Efficiency
28.8 HSPF:8.70
Cap: 65 gallons
EF: 0.87
Pstat
OE
THE Sr
Q.e
Cr I'll, a
ecov
Din
Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff.
Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software
FORM 405-10
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Proved tame. Lo18ZMode41367 Suites Hams: MSWEST
Street: zAZO PI INCOWN 4Ve. Permit Office:
City, State. Zip: sxyFaet 166 ;Z 717 1 Permit Number:
Owner: Jurisdiction:
Design Location: FL, Sanford
1. New construction or existing New (From Plans) 9. Wag Types(1462.0 sgff.) Insulation Area
2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R-1 2.3 1166.00 le
b. Frame - Wood, Adjacent R-1 1.0 296.00 M
3. Number of units, If multiple family 1 c. WA Ra ft,
4. Number of Bedrown s 4 d. WA Ra w
5. Is this a worst case? No 10. Ceiling Types (1357.0 sgfL) Insulation Area
a. Under Attie (Vented) RQ30.0 1357.00 fN
6. Conditioned floor area above grade QF) 1357 b. WA Ra IF
Conditioned floor area below grade (11P) 0
c. NIA Ra W
11. Ducts R fl'
7. Wlndows(149.5 so.) Description Area a. Sup: Attic, Ret: Attic, AN: ROOmsIn81odc1 6 542
a. U -Factor: Dbl, Ua0.52 109.48 fP
SKGC: SKGCCOM
b. U -Factor. Dbl, Ua0.60 40.00 ff' 12. Cooling systems k8tu/hr Efficiency
SHGC: SHGC-0.32 a. Central Unit 31.8 SEERA525
c. U -Factor: NIA tt'
SHGC: 13. Heating systems kBdYhr Efficiency
d. U -Fedor: NIA fr a. Electric Heat Pump 28.8 HSPF:8.70
SHGC:
Area Mighted Average Overhang Depth: 1.41r R.
Area Weighted Average SHGC: 0.327 14. Hot water systems
a. Electric Cap: 65 gallons
8. Floor Types (1357.0 sgff.) Insulation Area EF: 0.870
a. avab4r-Glade Edge trnutatlon R-00 136T 00 v b. Conservation features
b. NIA Ra fN None
c. NIA Ra fP 15. Credits Pstal
Glass/Floor Area: 0.110
Total Proposed Modified Loads: 26.50 PASSTotalStandardReferenceLoads: 40.35
1 hereby certify that the plans and specifications covered by Review of the plans and
I:,: •JCA-•I'
pf
this calculation are i mpli nce with the Florida Energy specifications covered by this yv
f
Code. , calculation indicates compliance
with the Florida Energy Code. L- . : ` '`: ` '
PREPARED BY' Before construction is completed I' „T•
DATE: this building will be inspected for;3
compliance with Section 553.908
ie•'
I hereby certify that this building, as design d, is in compliance Florida StabAss. p it, . y
with the Florida Energy
OWNER/AG BUILDING OFFICIAL'
DATE: 2 DATE:
Compliance requires cer ification by the air handler unit manufacturer that the air handler enclosure
qualifies as certified factory -sealed In accordance with 403.2.2.1.1.
Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
9/19/2013 8:59 AM EnergyGaugoO USA - FlaRe92010 Section 405.4.1 Compliant Software Page 1 of 5
PROJECT
Title:
Building Type:
Owner:
of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
Now/Existing:
Comment:
Lot62Mode11357
FLProp2010
1
MSWEST
Single-family
New (From Plans)
Bedrooms: 4
Conditioned Area: 1357
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation: No
Whole House Fan: No
Address Type:
Lot #
BIocIdSubDivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
Seminole
FI ,
CLIMATE
b/ Design Locav on
IECC Design Temp
7MY Sitb Zone 97.5% 2.5%
IM Design Temp Heating Design Daily Temp
119nfer Summer Degree Days Moisture Runge
FL, Sanford FL ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium
BLOCKS
Number Name Area Volume
1 Blockl 1357 10856
SPACES
Number Name Area Volume Kitchen Oocupants Bedrooms InfilID Finished Cooled Heated
1 Roomsln8k)ckl 1357 10856 Yes 4 4 1 Yes Yes Yes
FLOORS
Floor Type Space Perimeter R -Value Area Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Roomsln8h)ckl 145.6 It 0 1357 IF 0.32 0 0.68
ROOF
Type
Roof Gable Roof
Materials Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck Pitch
Tested Insul. (deg)
1 Gable or Shed Composition shingles 1518 R' 340 fP Medium 0.85 N 0.85 No 0 26.6
ATTIC
Type Ventilation Vent Ratio (1 in) Area RBS IRCC
1 Full attic Vented 300 1357 It= N N
CEILING
Ceiling Type Space R -Value Area Framing Frac Truss Type
1 Under Attic (Vented) Roomsln81ock1 30 1357 il' 0.11 Wood
9/19/2013 8:59 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5
WALLS
Adjacent SpamCavity Width Height Sheathing Framing Soler Below
1 NW Exterior Concrete Block - Int InsOoomslnBloc 12.3 3 2 8 0 25.33333 0 0 0.6 0
2 N Exterior Concrete Block - Int InsOoomslnBloc 12.3 52 6 8 0 420 fe 0 0 0.6 0
3 NE Exterior Concrete Block - Int InSBloomslnBloc 12.3 6 5 8 0 51.33333 0 0 0.6 0
4 E Exterior Concrete Block - Int InsElloomslnBioc 12.3 12 6 8 0 100 W 0 0 0.6 0
5 SE Exterior Concrete Block - Int InS®oomslnBloc 12.3 3 2 8 0 25.33333 0 0 0.6 0
6 S Exterior Concrete Block - Int Ins9oomsin8loc 12.3 35 0 8 0 280 ft' 0 0 0.6 0
7 W Exterior Concrete Block - Int In89oomslnBloc 12.3 33 0 8 0 264 ft= 0 0 0.6 0
8 - Garage Frame - Wood RoomslnBloc 11 37 0 8 0 2961P 0 0.23 0.01 0
DOORS
Omt Door Type Space Storms U -Value Width Height Area
Ft In Ft In
1 NE -NE Insulated RoomsinBloc None 0.4 3 0 6 8 20 ft'
2 --NW Wood RoomslnSloc None 0.46 3 0 6 8 17.T7777
WINDOWS
041enta". show.. is Ifre entered onbnhtbbr.
Wail
V Overhang
Omt ID Frame Panes NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening
1 N=>N 2 Metal Low -E Double Yes 0.52 0.33 N 5.416666 1 It 5 in 1 It 0 In HERS 2006 None
2 N=>N 2 Metal Low -E Double Yes 0.52 0.33 N 48.5625 It 1 It 5 in 0 It 8 in HERS 2006 None
3 E=>E 4 Metal Low -E Double Yes 0.52 0.33 N 3.333333 1 It 5 in 2 It 3 in HERS 2006 None
4 S=>S 6 Metal Low -E Double Yes 0.52 0.33 N 16.625 fe 14 51n 0 it 8 In HERS 2006 None
5 S=>S 6 Metal Low -E Double Yes 0.52 0.33 N 3.166666 1 ft 5 in 1 it 0 In HERS 2006 None
6 W=>W T MOW Law -E Doubts Yes 0.6 0.32 N 40 fe t RS in t It 0 in HERS 2006 Nome
7 W=>W 7 Metal Low -E Double Yes 0.52 0.33 N 32.375 ft' I ft 5 in 0 ft 81n HERS 2006 None
GARAGE
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation
1 301 ft' 301 fix 64.1 ft aft 1
INFILTRATION
Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 BySpaoes Proposed SLA 0.000360 1281.3 70.346 132.29 0.2628 7.0821
HEATING SYSTEM
System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump None HSPF: 8.7 28.8 kBtufhr 1 sys#1
9/19/2013 8:59 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5
9/19/2013 8:59 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5
COOLING SYSTEM
System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 15.2531.8 kBtu/hr 1080 cfm 0.75 1 sys#1
HOT WATER SYSTEM
Type SubType Location EF Cap Use SetPnt Conservation
Elechic None RoomslnBlock0.87 65 gal 70901 120 deg None
EFSECSystem
SOLAR HOT WATER SYSTEM
Collector Storage
Company Name System Model # Collector Model # Area Volume FEF
ne None ft'
DUCTS
Supply — Return — Air Percent HVAC #
J # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage CIN RLF Heat Cool
1 Attic 6 542 ft' Attic 542 fe DSE=0.88 RoomsinBI 0.0 din 0.00% 0.00 0.60 1 1
TEMPERATURES
Progremable Themuntat: Y Ceiling Fans:
CooTi XjJan Feb
Heatlng Jan Feb
X Mar
Mar
X A X may Jun FX Jul
X
nJun
Jul
AMAug S
Sao
X Oct
Oct
X Nov
Nov
X Dec
Doc
Jan Feb lel Mar A l May Jun Jul Aug Sep l O NoVentlng
Thermostat Schedule: HERS 2008 Reference Hours
Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12
Cooling (WD) 78 78 78 78 78 80 78PM808078787878788
Cooling (WEH) 78 78 78 78 78 78 78 78 78 78 78 78PM
Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68
AM 69 68 68 68 68 68 68 68 68 88 66 68
Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 s8 68 68 68 66 66
9/19/2013 8:59 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5
FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: IPe WCE7tmn) QsF, PERMIT #:
tjt .1=t, 2
MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details.
COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK
Air leakage 402.4 To be caulked, gasketed, wealherstripped or otherwise sealed.
Recessed lighting IC -rated as meeting ASTM E 283. Windows and
doors = 0.30 cfm/sq.f. TesAV or visual Ospection requked. Fireplaces:
gasketed doors S outdoor combustion air. Must complete envelope
leakage report or visually verify Table 402.4.2.
Thermostat tl 403.1 At least one thermostat shall be provided for each separate heating and
controls cooling system. Where forced -air furnace is primary system,
programmable thermostat is required. Heat pumps with supplemental
electric heat must prevent supplemental heal when compressor can
meet the bad.
Ducts 403.2.2 Alt duals, air handlers, fitter boxes and building cavities which farm the
primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and
sealed in accordance with Section 503.2.7.2 of this code.
403.3.3 Building framing cavities shall not be used as supply ducts.
Water heaters 4003.4 Heat trap required for vertical pipe risers. Comply with efficiencies in
Table 403.4.3.2. Provide switch or dearly marked circuit breaker
electric) or shutoff (gas). Circulating system pipes insulated to = R-2
aocessWe rnarmal OFF switch.
Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical
ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level.
No make-up air from attics, cxawlspaces, garages or outdoors adjacent
to pools or spas.
WM AV Pools 4W.9 Root pumps and pool pump motors with a total horsepower (HP) of = f
Spas HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor -retardant covers or a liquid cover or
other means proven to reduce heat loss except tt TO% of heat from
site -recovered energy. Off/timer switch required. Gas heaters minimum
thermal efficiency=780rb (82% after 4/16/13). Heat pump pool heaters
minimum COP= 4.0.
Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per
Tables 503.2.3. Equipment efficiency verification required. Special
equipment
occasion cooM1ing or heating capacity regdves separate system or
variable capacity system. Electric heat >10kW must be divided into two
or more stages.
Ceilings/knee walls 405.2.1 R-19 space permitting.
9/19/2013 8:59 AM EnergyGouge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5
wrightsot
Manual S Compliance Report
Entire House
DEL AIR HTG, A/C S REFRIG. INC
531 COMM WAY, SAWFORD. FL 32771 PW9.407-9332885 Fac 4073393953 Web: WWW Dejultoom
For. MSWEST Lot62Mode11357
z4ze Vi)NIFTaN ql1E
Job: Lot Mode"367
Date: September 18, 2013
Or. RH
Manufacturers Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer. Cartier Model: 25HBC530A"30+FX4DN(B,F)031
Actual airflow. 1000 cfm
Sensible capacity. 23084 Stuh 110% of load
Latent capacity. 5252 Btuh 136% of load
Total capacity. 28337 Btuh 114% of load SHR: 81%
Equipment.
Design Conditions
Outdoor design DB: 41.9°F Heat loss: 17072 Btuh Entering coil DB: 69.1'F
Indoor design DB: 70.0°F
Manufacturers Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer. Carrier Model: 25HBC530A"30+FX4DN(B,F)031
Actual airflow. 1000 cfm
Output capacity. 27265 Btuh 160% of load Capacity balance: 35 °F
Supplemental heat required: 0 Btuh Economic balance: -99 °F
Backup equipment type: Elec strip
Manufacturer. Model:
Actual airflow. 1000 cfm
Output capacity. 0 kW 0% of load Temp. rise: 0 °F
The above equipment was selected in accordance with ACCA Manual S.
2013S p-190&47:12w• ^f' •tsoR RphLSubO Unkw=1201212.1.08 RSL=W P 1
E4FiinVASWESi1Lob2hbde"35 afB2Mod•11357.rup Gk=MA Fbussdcm E
Design Conditions
Outdoor design DB: 92.4°F Sensible gain: 20917 Btuh Entering coil DB: 77.8°F
Outdoor design WB: 76.3°F latent gain: 3849 Btuh Entering coil WB: 63.9°F
Indoor design DB: 75.0°F Total gain: 24766 Btuh
Indoor RH: 50% Estimated airflow. 1000 cfm
Manufacturers Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer. Cartier Model: 25HBC530A"30+FX4DN(B,F)031
Actual airflow. 1000 cfm
Sensible capacity. 23084 Stuh 110% of load
Latent capacity. 5252 Btuh 136% of load
Total capacity. 28337 Btuh 114% of load SHR: 81%
Equipment.
Design Conditions
Outdoor design DB: 41.9°F Heat loss: 17072 Btuh Entering coil DB: 69.1'F
Indoor design DB: 70.0°F
Manufacturers Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer. Carrier Model: 25HBC530A"30+FX4DN(B,F)031
Actual airflow. 1000 cfm
Output capacity. 27265 Btuh 160% of load Capacity balance: 35 °F
Supplemental heat required: 0 Btuh Economic balance: -99 °F
Backup equipment type: Elec strip
Manufacturer. Model:
Actual airflow. 1000 cfm
Output capacity. 0 kW 0% of load Temp. rise: 0 °F
The above equipment was selected in accordance with ACCA Manual S.
2013S p-190&47:12w• ^f' •tsoR RphLSubO Unkw=1201212.1.08 RSL=W P 1
E4FiinVASWESi1Lob2hbde"35 afB2Mod•11357.rup Gk=MA Fbussdcm E
Component Constructions Job: Lot62Modell367
wrightsoft- P Date: September 18, 2013
Entire House Or. RH
DEL AIR HTGr AIC & REFRIG. INC
531 CODISCO WAY, SAPFORD. FL 32771 Phone: 407-3332985 Fa 4073333853 Web: WW WAELAIROOM
For. MSWEST, Lot62Mode11357
Location:
Or
Indoor: Heating Cooling
Orlando Intl AP, FL, US
Loss
Indoor temperature (°F) 70 75
Elevation: 105 ft
r
Design TD (°F) 28 17
Latitude. 28'N
Bum
Relative humidity (96) 30 50
Outdoor: Heating Coo ng Moisture difference (90b) 1.3 46.6
Dry bulb (°F) 42 92 Infiltration:
n 366
Daily range ('F) - 17 ( M) Method Simplified
1.28
Wet bulb (°F) - 76 Construction quality Average
0.077
Wind speed (mph) 15.0 7.5 Fireplaces 0
40
Construction descriptions Or Area U -value Insul R Mg HTM Loss C19 NTM Bain
0 14.6
r Buff --F r-'FMM Berm a 1h Bum am
Walls
16.0 775
17 0.520 0 14.6 243 16.0
13A- Blc wag, slu000 eld, r-10 eld bd ins, 8' thk 112' gypsum n 366 0.077 10.0 2.16 792 1.28 469
board int fish no 31 0.077 10.0 2.16 67 1.28 40
14.6
e 97 0.077 10.0 2.16 209 1.28 124
16.0
se 26 0.077 10.0 2.16 55 1.28 33
s 260 0.077 10.0 2.16 563 1.28 334
w 191 0.077 10.0 2.16 414 1.28 245
nw 26 0.077 10.0 2.16 56 1.28 33
al 997 0.077 10.0 2.16 2157 1.28 1278
Partitions
12B•0sw. Frm wag, r-11 cov Ins, 1/2' gypsum board in fish, 2x4' wood
hm
Windows
2A ,2om: 2 glazing, cir bw-e outr, air gas, rrd no brk frm mat, cir Innr, n
1/4' gap,1/8' thk NFRC rated (SHGC-0.33);1.4 R overhang (325 ft
window ht, 0.7 R sop.)
2A42om: 2 glazing, cir lo" outr, air gas, rM no brk frm mat, cir innr, n
1/4' gap.1/8' thk NFRC rated (SHGCa0.33);1.4 ft overhang (525 ft s
window, ht, 0.67 R sop.) w
al
28.2fm: 2 glazing, cir burrs outr, air gas, rnd no brk frm mat, ck irmr, 1/4' e
gap,1/Ir thk NFRC rated (SHGC=0.33);1.4 R overhang (1 R window
ht, 2.3 ft sop.)
213-211m 2 glazing, ck bwe outr, air gas, mg no brk frm net, cir Innr.1/4' s
gap,1/8' thk NFRC rated (SHGC 033); 1.4 R overhang (1 It window
ht, 1 R sop.)
2I42omd: 2 glazing, ck Iowa outr, air gas, rril no brk frm mat, ctr innr, w
1/4' gap,1/8' thk 1.4 ft overhang (8.7 R window M. 0.5 R sop.)
Doors
11 D0: Door, wd sc type
296 0.097 11.0 2.73 807 1.71 507
5 0.520 0 14.6 79 16.0 86
49 0.520 0 14.6 710 16.0 775
17 0.520 0 14.6 243 16.0 265
32 0.520 0 14.6 473 38.4 1243
98 0.520 0 14.6 1426 23.4 2283
3 0.520 0 14.6 49 40.7 136
3 0.520 0 14.6 46 16.0 51
40 0.840 0 23.6 949 68.7 2761
no 20 0.390 0 11.0 220 11.9 239
2013Sep1908:47:12
wrightsoft p gms." um.., 201212.108 RSUDS057 Paye 1
E1F eMW7LoOOft e11357.mp Calc=MJB Fbuseboer E
Ceilings
180.308d:)Mft ceft, asphalt shingles roof mat, r-30 cod hs. Ur 1357 0.032 30.0 0.90 1221 1.73
gypsum board Int fish
Floors
22A-cpt Bg floor, IgM dry sod, on grade depth, carpet itr fish 146 0.989 0 27.8 4046
2343
wrightsoR2013-Sep-1908:47:12r:pnls,bo unci 2012u.1.oe RSU08057
Paw 2
E+F en357r<ot 2Nbde11357.n p Cak=NUB Fbuse4rx E
0
w n-ghtsoft- Project Summary
Endre House
DEL AIR HTG, A/C & REFRlG. INC
531 COM900 WAY, SArFORD, FL 32771 Rhone: 407-3332895 Few 4073333555 Wob: W W W.D13 A RCOM
For. MSWEST, Lot62Mode11357
Notes:
esian Informatir.
Job: Lot92ModeN397
Date: September 19, 2013
By: RH
Weather. Orlando Intl AP, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 42 OF Outside db 92 OF
Inside db 70 OF Inside db 75 OF
Design TD 28 OF Design TD 17 OF
Daily range
Relative humidity
M
50 %
Moisture difference 47 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 13506 Btuh Structure 14781 Btuh
Ducts 3566 Btuh Ducts 6136 Btuh
Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 17072 Btuh Use manufacturer's data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 20917 Btuh
Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage
Fireplaces 0 Structure 2514 Btuh
Ducts 1335 Btuh
Homan g Cooling
rea (ft2 1357 1357
Central vent (0 cfm)
Equipment latent load
0 Btuh
duVdume lfP) 10859 10859
3849 Btuh
Air changes/hour 0.45 0.23 Equipment total load 24766 Btuh
Equiv. AVF (cfm) 81 42 Req. total capacity at 0.75 SHR 2.3 ton
Heating Equipment Summary Cooling Equipment Summary
Make Carrier Make Carrier
Trade COMFORT 13 PURON HP Trade COMFORT 13 PURON HP
Model 25HBC530A"30 Cond 25HBC530A"30
AHRI ref 3645739 Coil FX4DN(B,F)031
AH R I ref 3645739
Efficiency 8.7 HSPF Efficiency 12.5 EER, 15.3 SEER
Heating input Sensible cooling 21600 Btuh
Heating output 28200 Btuh @ 47'F Latent cooling 7200 Btuh
Temperature rise 26 OF Total coding 288W Btuh
Actual air flow 1000 cfm Actual air flow 1000 cfm
Air flow factor 0.059 cfm/Btuh Air flow factor 0.048 cfm/Btuh
Static pressure 0.40 in H2O Static pressure 0.40 in H2O
Space thermostat Load sensible heat ratio 0.84
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wrightLsoft ftKSuft0 LWY9rca12D1212.108 RSL=W 2013Sep.1908.47:12
P"01
EBF+ e113579 o182Mo0M1357.rup Cele= M19 Fbu= faow E
wreght raft RighWO Worksheet
Entire House
DEL AIR NTG, A/C & REFRIG. INC
531 COCISCO WAY. SAWORD. FL 37771 Phone: 407-3332885 Fat 40749.33853 Wb: WWW De AIROOM
Job: Lot62Mode11367
Date: September 19, 2013
By: RH
f Room rwm E, di hbuse Sim 3
2 Ecposedwab 145.6 R 120 R
3 Roorn heigi 8.0 R d 8.0 R hnVcod
4
5
Room dimensions
Room area 1357.3 W
1.0 x 1220 R
1220 R3
Ty non InorpelnMer
Load Ame M Load
n itm HWRi'F) BWR') R) or Perimeter (R) W
HM Cod Groes WPM Hest Cod Groes WWS Med Cod
6tql 13A,t0ocs
24-2o520m
243"
0.077
0.
0.520
n
n
n
216 1.26
14.61 15.95
1461 1595
420366
5
49
0
0
782
78
710
469
a6
775
0
0
0
0
0
0
0
0
0
0
0
0
tl----GG
11
13A IONS
11DD
0.077
0.390
re
re
216 128
10.96 1169
51
20
31
20
67
220
4D
299
0
0
0
0
0
0
0
0
tW 13A,10ow Q077 a 216 1.26 10D 97 209 12 0 0 0 0
282lm
130r10oc9
0520
0077
a
se
1461 4D.75
216 1.26
3
25
0
26
49
55
136
33
0
0
0
0
0
0
0
0
G
w
tql
E`.
13A,10oes
2a2om
Q077
a5M
s
s
216 t29
1461 1595
29D
17
260
17
563
243 255
96
17
78
17
172
243
102
265G'
2B•2fm 0520 a 1461 1595 3 3 48 51 0 0 0 0
1 1 13POOws
24-2om
Q077
Q57D
w
w
216 1.28
1461 X41
191
3
414
473
245
1243
0
0
0
0
0
0
0
0I--JGG
w
2/42orrd
13A-10oce
0.840
0077
w
nw
2360 69.68
216 1.28
40
26
4
26
949
56
2761
33
0
0
0
0
0
0
0
0
P 12B4ftw 0097 273 1.71 295 296 607 507 68 68 185 116
C 16830ad Q032 Q90 1.73 1357 1357 1221 2343 122 122 110 211
F 22Aco am 27.79 0.00 1357 146 4048 0 122 12 333 0
6 c) AID awwsion 1773 17
Ewelope low/giIn 10999 11407 1043 677
12 a) "ArOon 2508 208 65
b) Roomvertildlon 0 0 0
13 bterel 9dre: ODMFwts @ 230 6 1 C 0
Appiw-Wdher 1200 0
Sbtdal (Ibss 6 to 13) 13506 14781 1250 742
Less extend bed 0 0 0 0
Lou transfer
RedeftWon
0
0
0
0
0
0
0
0
Subtotal13506 14781 1250 742H15Dictloses26% 42% 3566 6136 269E 42% 330 308
Tdd room load 17072 20917 1578 1050
Air required (cfm) 1000 1000 93 50
Calculations approved byACCA to meet all reouirements of Manual J 8th Ed.
wtreghttsotre 1%hi S.% s0 UnkwW 2012121.08 P-IL=057 2o13Ssp 190eP4"O; E1Fi 357La102Nbde11357.nrp Calc= MA 1 -bun bow E
weiyhtsoft- Right -J® Worksheet
Entire House
DEL AIR HTGr AIC & REFRIG. INC
531 COOWO WAV, SAWORD, FL 32771 Phone. 407333.2W5 Fax 407.3333&53 Web: W W W.DBMRaDM
Job: LOt62MOde11307
Date: September 18, 2013
sr. R14
I Roan Warne 611m i ettm 2
2 Exposedwal 10.4 R 254 R
3 Room heist 8.0 R hwUcool 8.0 R hmUcod
4 Room dmersio a 1.0 x 127.5 R 1.0 x 129.5 R
5 Room area 127.5 R' 179.5 fP
Ty cwebtctxn fn Load M LOW
Mffbff E1tfVR'-'F) ehhlfl v pwineter (R) arper+nw (R) 9W
tem Cool I Gaoes Mn West Cool G;roaa I WKS Heet I Cod
6 tq! 13410= Q077 n 216 1.28 0 0 0 0 0 0 0 0
2A-2an Q520 n 1461 15.95 0 0 0 0 0 0 0 0
2A•20n 1520 n 1461 1595 0 0 0 0 0 0 0 0
Vpl 13/410we 0.077 re 216 1.28 0 0 0 0 0 0 0
11 L—D 1100 0.390 re 10.96 11.88 0 0 0 0 0 0 0 0
13A,100= Q077 a 216 1.28 0 0 0 0 0 0 0 0
282fm 0.570 a 1461 40.75 0 0 0 0 0 0 0 0
W 13I410an am? se 216 1.28 0 0 0 0 0 0 0 0
yl 13410me 0.077 a 216 1.28 0 0 0 0 120 12D 260 154
2A,2om 0.52D a 1461 1595 0 0 0 0 0 0 0 0
2B-2fm 0.570 a 1461 15.95 0 0 0 0 0 0 0 0
13A•10oca Q077 w 218 1.28 84 6t1 147 87 84 68 147 87
2A -20m Q50n w 1461 3841 16 2 237 622 16 2 237 622
2A•2on4 0.840 w 2360 68,68 0 0 0 0 0 0 0 0
W 13/410oce 0.077 rw 216 1.28 0 0 0 0 0 0 0 0
P 12B-0sw 0097 273 1.71 0 0 0 0 0 0 0 0
C 16830ad 0.032 Q90 1.73 128 128 115 22D 130 13D 116 224
F 22/440 a989 27.78 QOD 128 10 709 0 130 25 708 0
61 c) AID excursion 12831 1 278
E-e4m bsWgain 787 1212 1466 1364
12 a) triltratbn 181 57439 139
b) Room ve NIon 0 0 0 0
13 trtt3rtel gire: Ooctrparts ® 230 0 0a 0
AA lwcevdhsr 0 0
Stbtatei (lies 6 to 13) 9611 1269 1904 1503
Loss ederrei load 0 0 0 0
Leas trwww 0 0 0 0
RedstrkUlon 0 0 0 0
14 S otd 968 1269 1904 1503
15 Dud loads 25% 42% 256 527 26% 42% 503 624
Told morn bed 1224 1 2407 2127
ArregLired (cfm) 72 86 141 102
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
VveWats4aftt Rpht
p
SubOUnk*mW201212.1.06RSUX057
1013Ss 190Po2
F-4,RbdWWESL Lod2Mode"35TlcW2M dd1367.nry CWc=MA Fbuaahcm E
2
I+ wrightsott- Right -J® Worksheet
Entire House
DEL AIR HTGr A/C & REFRIG. INC
531 CODLI;W WAY, SAW -ORD, FL 32771 Phone: 407.3332695 Frac 407339.3853 Web: W W W.OEWROOM
Job: Lot82Modeh367
Date: September 19, 2013
or. RH
I Rbom rwm Sri A *dw Edm
2 Exposed wal 9 2 R 10.0 ft
3 Room heig1t 6.0 R leWcod 8.0 R hmUcod
4 Room dm mbm 1.0 x 60.4 R 1.0 x 149.0 R
5 Room gree 69.4 R' 149.0 t1a
Ty Cw*Wu:tbn ll -value or MTM Nee (fM Load AM M Load
rwmber BuMt"n at 2)) or Pedrrreter (R) Bt or perkreter (ft)
Med Cod Grose WRS Meat Cod Goss WP7S Mod I God
6 13A-10me 0.077 n 216 1.28 0 0 0 0 60 64 138 62
2A-2om O.52D n 1461 15.95 0 0 0 0 0 0 0 0
2A.2om Q52D n 1461 15.95 0 0 0 0 16 0 237 258
Vl 13A•10ms 0.077 re 216 1.28 0 0 0 0 0 0 0
11 L-O 11D0 Q390 re 10.96 11.86 0 0 0 0 0 0 0 0
13A•10ocs Q077 a 216 1.26 0 0 0 0 0 0 0 0
2S.3m 052D a 1461 4Q75 0 0 0 0 0 0 0 0
W 13A,10oc9 Q077 se 216 1.28 0 0 0 0 0 0 0 0
Vj/ 13A-10ocs Q077 a 216 1.28 46 45 97 57 0 0 0 0
G 2/42om Q s 1461 1595 0 0 0 0 0 0 0 0
G 29-2fm 1510 s 1461 15.95 3 3 45 51 0 0 0 0
1 l 13A•10ms 0.077 w 216 1.28 0 0 0 0 0 0 0 0
C 2 ,tom 1510 w 1461 3641 0 0 0 0 0 0 0 0
2A•2m d 0.640 w 23.60 6666 0 0 0 0 0 0 D 0
w 13A,10ws 0077 rwv 216 1.28 25 26 56 33 0 0 0 0
P 1284sw Q097 273 1.71 0 0 0 0 112 112 305 192
C 16B3Dad 0.032 0.90 1.73 OD 60 54 104 149 149 134 257
F 22A -V 0.989 27.79 0.00 60 9 255 0 140 10 276 0
6 c) AED a mesion 7 25
Er -lope bWgmin 508 236 1092 764
12 a) VIVUWm 158 50 172 54
b) Room vertllation 0 0 0 0
13 bto. pdm: Ocaperts ® 230 0 0 1 230
Applar-WdYer 0 0
StUdal Qires 6 to 13) 668 286 1284 1049
Lees ®denial bad 0 0 0 0
Less trweer 0 0 0 0
ReddrWicn 0 0 0 0
SLUdd 866 2BB 1264 1049
H Duct beds 26% 42% 178 12D 26% 42% 334 435
Tet room bad 842 40B 1 1597 1464
Nr =..d (efm) 49 20 1 94 71
Calculations aDDmved bvACCA to meet all reauirements of Manual J 8th Ed.
gft w—f t RIghLSu6eO lk*mmM 2D1212.1.OB RSlA8057 2M3 -Sep -190 8
Pegse 3 3
E1F eH357Ud2MD"1357.rup Calc -M18 Hmmbcea E
wrightsoft Right -JO Worksheet
Entire House
DELAIR HTG. A/C & REFRIG. INC
531 000900 WAY, SAWORD. FL 32771 Plane 407-3332885 Fex 407333-3653 Wbb: WWW OB AIROOM
Job: Lot92Mode11357
Date: September 19, 2013
ey: RH
I Roam rwm lGYCXo Living
2 6(posedwal 320 R 241 R
3 Room heist 8.0 R heal/cool a0 R heWcod
4 Room dmensima 120 x 20.0 R 1.0 x 424.5 R
5 Room area 24D.0 R' 4245 tP
Ty W) LOW
number R(fVR; PERI R5 ofpub, ar (ft) etW orrepoh, er (ft) etuh)
Heat Cod Grose NPS Had Cod Owe WFfS Heel Cod
6 13A•10oca 0.077 n 216 1.26 160 160 346 205 104 72 156 92
2A•2om Q52D n 1461 15.95 0 0 0 0 0 0 0 0
2A•2om 0.520 n 1461 15.95 0 0 0 0 32 0 473 516
W/ 13410=s C1077 re 216 1.26 0 0 0 0 51 31 67 4D
11 t -D 11DO 0.390 re 1Q96 11.88 0 0 0 0 26 20 22D 239
Vjl 13A•10oce 1077 a 216 1.28 0 0 0 0 12 12 26 15
G 262m 0.520 a 1461 40.75 0 0 0 0 0 0 0 0
W 13A -10=s Q077 se 216 1.28 0 0 0 0 26 26 55 33
Vel 13410om Q077 6 216 1.28 0 0 0 0 0 0 0 0
2A-2om Q520 a 1461 15.95 0 0 0 0 0 0 0 0
2B-Zm Q520 a 1461 15.95 0 0 0 0 0 0 0 0
Lpl 13A,10oce Q077 w 216 1.28 96 56 121 72 0 0 0 0
LAG
242am Q520 w 1461 X41 0 0 0 0 0 0 0 0
2A-2wrd 084D w 2160 base 40 4 949 2761 0 0 0 0
W 13A*10ow Q077 rw 216 1.2B 0 0 0 0 0 0 0 0
P 12B4)sw 0.097 273 1.71 0 0 0 0 56 56 153 96
C 161130ad 0.002 0.90 1.73 24D 24D 216 414 424 424 382 733
F 2ZAe0 Q989 27.79 0.00 24D 32 889 0 424 24 669 0
61 c) AED axcwsion 11295 65
E'dWe Iose%in 2521 4747 22M 1699
12 a) Miloation 550 174 415 131
b) Roan vertlbtlan 0 0 0 0
13 hto, }pare: Occa lm" ® 230 zx 4 920
Apy68noeslother 1200 0
StUotal (11nes 6 to 13) 3071 6351 26151 2750
Lasa ®denial load 0 0 0 0
Less transfer 0 0 0 0
Redstrldtlon 0 0 0 0
14 Sbtotd 3071 6351 2615 2750
15 O urt loads 26% 42% 8" 2637 26% 42% 690 1142
Total mom bad 35M 8M33061 3892
Air rec"red (cfm) 2Z71 430 1941 186
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
41- w" f ftts47t3ti8yht Sum lJnirer®J 201212.1.08 RSO D8067
Pop
2013Sep-19 08:47:12
E.4r,M% ASWESTtoS2Mode"357UdOWD"1357.nrp Cdc=MJB 14oueebow E
4
Ws ightsoR- Right -J® Worksheet
Entire House
DELAIR HTGr A/C & REFRIG. INC
531 COOISOO WAY, SALFORD. FL 32771 PAonr. 407-5332885 Fax 07333-3853 VVeb: V W W.OBAAODM
Job: Lot62Mode11367
Date: September 19,200
By: RH
7 Rbarr mare ii[ sh IOf. t
2 Exposed waft 15.0 ft 7.5 ft
3 Roomhegt 8.0 ft hmumd 0 ft heWcool
4 Room dmermbrm 1.0 x 73.8 ft 1.0 x 3D.8 R
5 Room area 73.8 ft' 30.8 ft'
Ty Cantrwtion U -valve Or HTM Area (fM hoed Ame Qty Load
ruftarI Brit/ Wn Bkh') at geometer (ft) Btw or perorleter (ft)
Heat Cod G es MRS Heat Cool Gass WRNS Heat Cod
6 13A-10oes 0.077 n216 1.28 76 71 153 90 0 0 0 0T2A-2om 0.520 n 1461 1595 5 0 79 88 0 0 0 0
2A.2om 0.520 n 1461 15.95 0 0 0 0 0 0 0 0
VY 130.10=9 Urn re 216 1.28 0 0 0 0 0 0 0 0
11-D 1100 0.390 re 10.96 11.88 0 0 0 0 0 0 0 0
Yy 13A10oc9 0.077 a 216 1.28 44 41 88 52 44 44 95 56
C 2&2rm Q520 a 1461 4D75 3 0 49 136 0 0 0 0
w 13A.10=cs 0.077 ee 216 1.28 0 0 0 0 0 0 0 0
Vt/ 13A,10=9 Q077 s 216 1.26 0 0 0 0 16 16 35 21
C 2A.2om 0.5m s 1461 15.95 0 0 0 0 0 0 0
2B2fm Q52D s 1461 15.95 0 0 0 0 0 0 0 0
W/ 13/1009 4077 w 216 1.28 0 0 0 0 0 0 0 0
ZA-20m 0.520 w 1461 3a41 0 0 0 0 0 0 0 0
L_.
GG
24.2omd 0.840 w 23.60 6&68 0 0 0 0 0 0 0 0
w 13A.10o9 Q077 rwv 216 1.28 0 0 0 0 0 0 0 0
P 12BOew 0.097 273 1.71 28 28 76 48 32 32 87 56
C 16830ed 0.032 0.90 1.73 74 74 66 127 31 31 28 53
F 2ZAc0 0.989 27.79 0.00 74 15 417 0 31 8 208 0
61 c) AED 1-14 5
Bwebpe bWgfin 978 528 453 180
12 a) 111b lcn 258 129 41
b) R=an vertedbn 0 0 0 0
13 Irtemel girm: ooarperte ® 230 0C 0
Aypfianoes/cltler 0 0
Sbtdd (i0we 6 to 13) ries 607 582 22D
Less edend bed 0 0 0 0
Less trermfer 0 0 0 0
RedstrbAlan 0 0 0 0
14 Stidal 1186 607 582 220
15 Oust loede 25% 42% 313 252 25% 42% 154 92
Tdal room bad 1489 660 736 312
Air rwJred (cfm) 88 41 43 15
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
wrr 1 t-tt -ft Right-%bO Uni @MW 201212.1.08 RSlA8W
2013Sep1908.4712
E1Fi en367 Lo1B2MD"1357.rup Cek=M@ Fbraebm E
PegeS
Duct System Summa ry Job: LotMode1137
Wr htsof° Date: September 19,2M
Entire House or. RN
DEL AIR HTG/ A/C S REFRIG. INC
531 CODrSCO WAY, SAWOM FL 32771 Phone: 407-3332885 F= 407333 `7 Web: W W W.DBJWOCM
For. MSWEST, Lot62Modell357
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.17/0.17 in H2O
0.241 in/100ft
1000 cfm
141 it
Cooling
0.40 in H2O
0.06 in H2O
0.34 in H2O
0.17/0.17 in H2O
0.241 in/100ft
1000 cfm
Name
Design
Btuh)
Htg
cfm)
Clg
cfm)
Design
FR
Diem
in)
H x W
in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft) Trunk
edrmI c 1796 72 86 0.394 6.0 0x0 VIFx 16.3 70.0
Peak AVF
edrm2 h 2407 141 102 0.430 7.0 Oxo VIFx 9.1 70.0
224
Bdrm3 h 1579 93 50 0.312 6.0 0x0 VIFx 24.1 85.0 st1
rem h 642 49 20 0.447 4.0 Ox 0 VIFx 6.0 70.0
K c 4494 114 216 0.366 8.0 0x0 VWX 22.9 70.0
KibhwA c 4494 114 215 0.378 8.0 Ox 0 VIFx 20.1 70.0
LMnp h 1653 97 93 0.296 6.0 Oxo VIFx 29.7 85.0 st1
LMnwA h 1653 97 93 0.318 6.0 Ox o VIFx 21.8 85.0 SH
MBh h 1499 88 41 0.244 6.0 Oxo VIFx 39.2 100.0 st2
M.Wic h 736 43 15 0.241 4.0 Ox 0 VIFx 41.0 100.0 st2
Mester bdrrn h 1597 94 71 0.264 6.0 Ox 0 VIFx 28.7 100.0 st2
Supply Trunk Detail Table ;
weft rdght-SubO Unneraa1201212.1.06 MWMW
2013Sep1908
ap IPap
E1F e"357 AMMode11357.nip Ca zMls Fbuwbmes E
Trunk Htg Clg Design Veloc Diam H x W Duct
Name Type cfm) cfm) FR fpm) in) in) Material Trunk
st1 Peak AVF 511 363 0.241 650 12.0 0 x 0 VinlFbc
st2 Peak AVF 224 127 0.241 643 8.0 0 x 0 VinlFbc st1
weft rdght-SubO Unneraa1201212.1.06 MWMW
2013Sep1908
ap IPap
E1F e"357 AMMode11357.nip Ca zMls Fbuwbmes E
t Rkum Branch Oetai! Table
Name
Grill
Size (in)
Htg
cfm)
Clg
cfm)
TEL
ft)
Design
FR
Veloc
fpm)
Diam
in)
H x W
in)
Stud/Joist
Opening (in)
Duct
Matl Trunk
rb1 Ox 0 1000 1000 0 0 0 0 Ox 0 VIFx
Wrigitsoft RightSu0e0UWorW201212.1.08RS1D0007
20t3Sep1900*
22
E.1F OM35MoS2Kt"l357.nup Cale=NUS Hmmt ees E
42'x42' A/C Slab
By Builder Min.
2' f r w u
a
C
3' bath duct
to roof or wall
cap w/fan
Nutone 696RNB
1 1 O O
sae '
dk
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t
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1 x6llrcd
5
1 12x11 to exten o0 11
c
o'01
10A,
niff
10x6 1vcd 19$6 jIwcd 1 6 lrcd
LIVING
ROOMS
1'-
11
6• IV -ON 2I1-0
0.0 2x12 rag
afro
1 W \' J »,n
6,
OFow
GARAGN
µw e"W&
2.5 ton r/5kr 9240v 1ph
p o 2oAm Y
scale X1/8'=1'0'
eoOU" W.
i -
16S ;MV -10. Tlorida r ductsIat
Btrs
shed InFloridaResldentlnllBuUdingCode
Salonced Return Air, exceptlona 1-3.
8ullder FM provide unrestrkted l Inch
undercut on doors to habitable roams
10x6 lr
70
MAS A
DlDROOM
11'-06X 14'-4'
C
I
3' bath duct
to roof or wal
cap w/fan
a J41Nutone 696RNB
i44' 1
cd
Must have 4 minimum clearance of 4 Inches around the alr handler per the State Energy code. All duct has an r_6 Insulation value.
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PERNTI # /3_.236
I IN IIIII III IN 1111111111111111111
c)V%cs Product Approval
Address?l{l1"i (l 1 ' T: ,l Alr- ,
Form
Permit #
Btmol vt: Divls,oN
Product approval information can be obtained at the following sources: hfD://www.floridabuilding.org,
http://www.miamidade.gov/buildingcode OR directly from the manufacturer.
The following information must be available on the jobsite for inspections:
1. This entire product approval form, stamped as "Reviewed" by Seminole County Plans Examiner.
2. A copy of the manufacturer's installation details and requirements for each product
TYPE
Fill in blank for others)
MANUFACTURER MODEL # / SERIES
FLORIDA APPROVAL # MIAMI / DADE
INCLUDE DECIMAL) N.O.A.
IF APPLICABLE
SWINGING
OO
SLIDING-PLYE 1E L Z -A I
LOVERHEAD 562iES L- Z -Feta
SINGLE HUNG
r 66
WINDOWS
916rj 3-7-53 FL- - - F -
DOUBLE HUNG
HORIZONTAL SLIDING
CASEMENT
FIXED GE S612W5
SKYLIGHT
MULLION
ALUMINUM KAYCW 41 >
SOFFIT
bmo hri, -5L' Z
VINYL
SHINGLES EAM I To—
ROOFING
M 70 EL I q5& -
METAL
TILE
SINGLE PLY
OTHER COMPONENTS
SIDING
Engineered Lumber, Hurricane Shutters, Lintels, etc.
i.i ,VTFL-S L -0F T "<5 CVAI v FL- l Z04 7-
1101 1101 EAS -1- FIRST STREET SANT FORE- FL 32771-1466 PI LONE (407) 665-7050 FAX (4071665-7466
Florida Building Code Online
11
Yage 1 of 4
w
Business& Professional Regulation
Florida Departments eaS none I Log In :User ReotstraW i not TOPICS • SUWM Surdurge sots a Fats Pu00otbr6 MC SM" eas Site Mev ' tMks : search
3usines r(
Professional Product Approval
USlR: Pupk User
Regulation
Product ADMVDI Menu> >, > Appliutlon Dactil
F1.0 FL8248-RID
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer wayne-Dalian. a division of Overhead Door Corporation
Address/Phone/Email 3395 Addison Drive
PwwcDla, FL 32514
850)475-6000
gWor®wayne-D%MDn.00m
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Mesad
Florida Engineer or ArchMM Name who developed the
Evaluation Report
Florida Ucense
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Valktated By
Certificate of Independence
Greg Taylor
gtaylor® Wayne-DaRon.com
Greg Taylor
3395 Addison Drive
Pensacola, Ft. 32514
850) 474-9890
gtaylorOwayne-dalt0n.com
exterior Doors
Sectional Exoenor Door Assemblies
Evaluation Report horn a Florida Reglsto Architect or a Licensed Florida
Professional Engineer
J Evaluation Report - Hardmpy Received
Mark A. Sawldd
PE -72613
Intertek Testing Service, NA Inc. - ETl/Wamock Mersey
03/06/2020
Alfrey P. Arneson, P.E.
Validation OWMISt - Mar0WPY Received
Referenced Standard and year (of Standard) 5liDd8d
ANSI/DASMA-108
ANSI/DASMA-115
TAS -201
TAS -202
TAS -203
Equivalence of Product Standards
Certified By
Sections from the Code
XXAL
2002
2005
1994
1994
1994
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquimeb8GbxRy WG4a... 9/19/2013
13 CA ROLLER SUOE ATTACHED TO
BRACKET MTX 5/16-I8 BOLT a NUT
IN CENTER SLOT AND 1/4 -200/116 -
TRACK BOLT Q 1/4-20 HEX NUT
THROUGH ANY TWO AUGMING HOLES—
2) 13 CA COMMERCIAL A - .-•
AAE TDP BRACLKE/5 EACH
SELF D10LLNC C IMPDTE SCREWS
INSIDE OF EACH INSIDE END
No")
2• STEEL ROLLER WITH
9' GRADE 1144 OR
EQUIVALENT STEM
U ' -0.1. /
BEIM .
2) 14 CA WIDE BODY[LTD
IWGES EACH ATTACHED QE B
MTM (4) 1/4-14.5/6'
SELF YAPPING SCREWS
14 CA WIDE BODY 0• HEADER
INTERMEDIATE MINCE /
ATTACHED 'MTN (4) / HEADER LOCK ,
1/hINGj ' SWTi ' T • BRACK[T 1
TAPRNC SCREWS
mnn ens AvENCIIII&MI cAU AWAM
1~
12 OA E7KTENSION BRACKET nrrul
14 CA CENTER HINGE—
ATTACHED MIN ((3) VIII -114.7/8" y.
SELF DRILUNO CIMPIITE SCREWS
HITCH PIN
TEST (PSR): +69.00/-78.00
2 THROUGH STRUT AND BRACKE
4) 1/4-14.7/6•
4) 5 6.1-5/6'
I''LI{rl-If
EDGE
14 CA BOTTOM BRACKET
DISTANCE
LAO
I-I rI-I!'II-I III•
N
Q WING PAR:
327024
ATTACHED MTH (2) 5/16 -IW -1/2'
SON Or OVERHEAD
PENSACOOL nLORIDDA 32514
850 A7A-9890
H•
I
i
u u
12 OA E7KTENSION BRACKET nrrul
14 CA CENTER HINGE—
ATTACHED MIN ((3) VIII -114.7/8" y.
SELF DRILUNO CIMPIITE SCREWS
HITCH PIN
TEST (PSR): +69.00/-78.00
2 THROUGH STRUT AND BRACKE
4) 1/4-14.7/6•
4) 5 6.1-5/6'
SET' 00LLNG
06LBTTE Scot 1:
EDGE
14 CA BOTTOM BRACKET
DISTANCE
LAO D
Q WING PAR:
327024
ATTACHED MTH (2) 5/16 -IW -1/2'
SON Or OVERHEAD
PENSACOOL nLORIDDA 32514
850 A7A-9890
DRILLING SCREWIS EACH
1/4-14.7/6' SELF DRILLING IQ% B0.T t NUT o
WASH
CIMPTITE SCREWS THROUGH
STRUT AND BOTTOM BRACKET
AND (1) 1/4-1410/6• SELF
ORIWNC TAMPER TESISTAN V \
QEIAL..Q
MIN 14 CA CENTER HINGE—
HITCH PIN
TEST (PSR): +69.00/-78.00
4) 1/4-14.7/6•
LIN1SLAB 6• MN /
SET' 00LLNG
06LBTTE Scot 1:
EDGE ADDED TO EACI [
lLy
DISTANCE HINGE MM A POST
of 2
Q WING PAR:
327024
Ostul M
2) 5/16-1211' SELF
SON Or OVERHEAD
PENSACOOL nLORIDDA 32514
850 A7A-9890
DRILLING SCREWIS EACH
WITH t 5/16 RAT
WASH
PARI( A SAIL IO. PE
21,01 S. STAR KITY 121. SUITE 200
ENSVLLE, n 71,0117
R PE 72611
111 PE 101:291
PROESSIONAL ENONEER'S SEAL PRONOLM ONLY FOR
VERIFICATION Or NNILOAD CONSIRUcTm OCfAAS
TOP PLATE
EXTENSION
TOP LOOK
1
4) 5/1,
SELF OR
SCREWS
4) 1/4-1410/6'
SELF TAPPING
SCTRWS
9AKAgam
5) SECTION DOORS MTH
20 CA BID
LOCATEDN AS SHOWN
4) SECTION DOORS MTH
S) 3' 20 CA 60 KSI U -BARS
LOCATED AS 94OWN
EXTERI(
FRAME
AME
SCREW
ARBCHATE
REVISIONS
AODIFIED NOTES 10
tE THAI LOUVERS
NOT IMPACT
IS1ANT INCREASED
IDA PRESSURES 10
00/-52.00
6/29/07
ADDED IMPACT
ISTANT GLAZING.
ED DETAIL .$ SHEET 2
GLAZING. REMOVED
CRETE SPECIFICATION
M NOTES AND ADDED
ML H SHEET 2 FOR
CRETE SPECIFICATION.
IED MAX GLAZING
NSION TO NOTES
ET I. MODFICD JAMB
11/10/07
M(IOIFlED LOUVER
ION. ADDED TEXAS
NSE NUMBER TO
E BLOCK.
9/19/00
UPDATED TITLE BLOCK
IMPACT GLALNG
4/16/12
1w
STATIC PRESSURE RATINGS I APPROVED SIZES SCALE: N.T.S. SIZE: A
DESIGN (PSF): +46.00/-5200 IMAX WIDTH. 18'-0' 1 DATE NAME
TEST (PSR): +69.00/-78.00 IMAX HEIGHT: 8-0' JDRAWN 5/26/06 GRT
IMPACT/CYCLIC RATED (YES/NO). YES
MODELS 8000/8100
DOOR CORIF
WINDLOAD SPECIFICATION
MAX SECTION HEIGH I: 21" CHECKED 1/22/07 MRB
SHEET 2 of 2
Q WING PAR:
327024
1,80. REV.
P4
SON Or OVERHEAD
PENSACOOL nLORIDDA 32514
850 A7A-9890
OPTION CODE 1144
1. IMPACT RESISTANT GLAZING OPTION- IMPACT
RESISTANT GLAZING SYSTEM MAY BE INSTALLED N
TOP OR INTERMEDIATE SECTION (NTN OR WITHOUT
DECORATIVE INSERTS). MA2NO SHALL BE 1//•
POLYCARBONATE MAXIMUM GLAZING DIMENSIONS
SHALL BE 11• A Ir CUTOUT. FASTENED WITH 08 X
1' SYS: 3X ALONG 714E HORIZONTAL AND 2X ALONC
THE VERTICAL SEE DETAIL J ON SWEET 2 FOR
ASSEMBLY DETAIL&
2. MON-IMPACT REISIANT CLAZNG OPTION - .OW
MINIMUM SSB GLAZING N MOLDED FRAMES SCREWED
TOGETHER WITH A MINIMUM OF (10) #&1• SCREWS
INSTALLED IN TDP OR INTERMEDIATE SECTION (WITH
OR WITHOUT DECORATIVE INSERTS) MEETS WFORM
STATIC WIND PRESSURES SHOWN ON TMS DRAWING,
GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 10.69'
AND A MAXIMUM LENGTH OF 16.BC. G.AZINO IS NOT
IMPACT RESISTANT AND DOES NOT MEET THE
REGIAREMENTS FOR MND -BORNE OEBRIS REGIONS.
3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM
OF 6• D.C. MUST OVERLAP TOP AND BOTH ENDS OF
PANELS MINIMUM 7/16• TO MEET NEGATIVE
PRESSURES.
4. KEY LOO( OR SLIDE LOCKS REQUIRED
e. LOUVER OPTION - .010' MINIMUM LOUIOK IN
MOLDED FRAMES SCREWED TOGETHER NTN A MINIMUM
OF (10) /84.1• SCREWS INSTALLED IN THE BOTTOM
SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND
DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE
DEBRIS REGIONS.
S. SECTION STEEL TO HAVE A MINIMUM 26 OA
TICKNESS,
7. THE DESIGN OF THE SUPPORTING STRUCTURAL
ELEMENTS SHALL BE THE RESPONSIBILITY OF THE
PROFESSIONAL OF RECORD FOR THE BUILDING OR
STRUCTURE AND N ACCORDANCE WITH CURRENT
BULDINC CODES FOR THE LOADS LISTED CH THIS
DRAWING.
L DOOR JAMB TO BE MINIMUM 24 STRUCTURAL
GRADE LUMBER. REFER TO JAMB CONNECTION
SUPPLEMENT FOR ATTACHMENT TO SUPPORTING
STRUCTURE.
9. FOR TAW HEAD ROOM LIFT CONDITIONS. TOP
BRAN SHALL BE A 13 CA LHR 7/4 TOP BRACKET
NTH A MINIMUM Or (3) 1/1-11°7/B' SELF DRILLING
C IMPn1E SCREWS IN LIEU OF FIR BRACKET SHOWN
ON THIS DRAWING, U -BAR ON TOP SECTION SHALL
BE INSTALLED ON TOP DF LHR TOP BRACKETS
13 CA HORIZ ANGLE
13 CA FLAG ANGLE
15 CA MN NORIZ
s/+eR1-s/8•
LAG SCREW (MN /
AS SHOWN)
1/.-20X9/IV LARGE
Epp TRACK BOLTS OR
1/4-20 STUDS NTH
1/4-20 NEX NUTS
15 CA MIN VERTTRACK
1//-204/16' TRAGI
BOLT AND 1/4-20 HEX
NUT AT EACH JB -US
JAYS BRACKET LOCATION
s/te.+-s/e• LAG
SCREW AT EACH
JAMB BRACKET
13 GA STIFFENED
JAMB BRACKETS
SEE SCHEDULE FOR
QUANIY, LOCATION .
ANDKEYLOCKORSLIDELOCK
EACH END (SEE NOTE 4}
SAE LOCK SHOWN FOR
CIA TY
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING STRUCTURE
klMlX MAX UNI RY YT L -Am AND
R DOOR LOAD CA04 SJIB AT EACH POST
TH Hoar JAMB PLF LOCATION RBS
Ho1e3.J-209.1307.4 -1n29
e' -o• Res S -209. 1704.0 -1936.3
0' r -o• 19067 -21x7 +163zo -te30.s
e'-0• 1+19067/-213.71 +106063/-21019
GA END STILE
L (< DOOR PI MODIFIED NOTES 10
T STATE THAT LOUVERS
4R[ NOT IMPACT1RESISTANTINCREASED
20 CA CENTER STXE DCSIUN PRESSURES TO
NAME
46.00/-52.00.
GRT 6/29/07
MAX HEIGHT: 8'-0• IDRAWN 5/26/06 1
P2 ADDED IMPACT
RESISTANT GLAZING.
ADDED DETAIL J 94EET 2
MR6
OR GLAZING. REMOVED
CONCRETE SPECIFICATION
o 0ROM NOTES AND ADDED
OW90N OF OVERHEAD, D DOOR COR
ETAIL H SWEET 2 FOR
CRETE SPECIFICATION.
PROYSSK)k L ENOMQR'S SEAL PRUVM CWY MR
ADOED MAX GLAZING
WINDLOAD SPECIFICATION
DIMENSION TO NOTES
P4
SHEET 1. MOCnED JAMB
NOM, SECTION SOLIDI lllijjjDOORSHOWNSEESHEET `
Tillo
2 FOR U -BAR LOCATIONS
ON DOORS WITH OTHER
SECTION QUANTITIES AND agmL is' DOOR SHOWN. SEE
SEE NOTES T AND 2 T95 SHEET 2 FOR HINGE. STLE. AND
MEET FOR GLAZING
DPORS.
LOCATIONS ON DIMER SIZE
OPTIONS
FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WIN 1/1-204/16' TRACK Bar AND NUT AS SHOWN ABOVE.
CRT 11/10/07
P3 MODIFIED LOUVER
TION. ADDED TEXAS
LICENSE NUMBER TO
1 TITRE BLOCK.
GRT 9/19/08
UPDATED TITLE BLOCK
AND IMPACT GLAZING
CRT 4/16/12
STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S SIZE: A
DESIGN (PSF): +16.00/-52.00 MAX WIDTH: 18'-0• 1 1 DATE I NAME
TEST (PSF): +69.00/-78.00 MAX HEIGHT: 8'-0• IDRAWN 5/26/06 1 CRT
MARK A SARICAL PE IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED 1/22/07 MR6
Iso s STATE NI. /t1. AMT[ too
87
IElTATE
Iw 1. SUI MODELS 8000/8100 SHEET ) OF 2
Ft PE 72613
t PE ID6E91 OW90N OF OVERHEAD, D DOOR COR ORANNC PAR>: NO REV
PROYSSK)k L ENOMQR'S SEAL PRUVM CWY MR PENS COLAAODftORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1144 327024 P4
ERMAnEH Or MNIXOAD f4DSIftCnQ1 DEIAAs 850 474_9890
Florida Building Code Online Page 1 of 2
DA NPA"WANT Of
Hl
Business & Professional. Regulation
rc-a>m ic
Florida DepartmenW Bos Mane 1 "In the Rep6baum Ma Topics submit surcharge srse a FOtS nreiunons Fac shoo aas sae Mee Unlo seorch
Busines (_?)
rofessional
Product ApprovalPUSER: Putnik Ther
Regulation
Product Aeorovat Menu > Application, List > ARpBodon DOMI
FL ! FL12045-R2
Application Type Revision
Code version 2010
Application Status Approved
Comments
Archived
Product Manufacturer Lott's Concrete Products
Address vnorwEmau P.O. Bol[ 77125
Winter Garden, FL 3+777
407) 656.2112
preMt98®aol.00m
Authorized Signature 3ohnnhe Lail
pretast98®a0l.com
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone, /E mal I
Category SUMMMl Components
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
J Evaluation Report - Hardoopy Recdved
Florida Engineer or Architect Name who developed the Thuy H. Huynh
Evaluation Report
Florida License PE -60122
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Elgtlretion Date 11/01/2013
Validated By Andrew Lovensteln, P.E.
J Validation Cneddlst - Hardcopy Received
Certificate of Independence Fn 12045 R2 COI 320046 Eno Evaluation Report OrJf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1901.2
2107
R402.2
8606
r
Product Approval McMOd Method 2 Option B
Date Submitted 02/27/2012
http://floridabuilding.org/pr/pr_app_dtl.aspx?param= A GEVXQ AlDquJEQf8P6a6FHYM4... 9/19/2013
r
Loft's Concrete Products, Inc.
DANSCO
ENGINEERING,I.I.0
P.o Box 3400
6012 Forams pMw
0. Beedr, FL 33572
Somml A. Greenberg, PE
Irwer J. Benwn, PE
Thuy H. Hrynh. PE INSTALLATION INSTRUCTIONS
Adarsh B. Shah, PE
Version 1.1
January 24, 2012
p.813.645.0166 I f.81 3.645.9698 1 www. danscoengineering. com
Loft's Concrete Products, Inc.
PRECAST AND PRESTRESSED LINTELS
18" AND 12" 1AItDE)
In order for proper installation of precast lintels, DANSCO Engineering, LLC, has
prepared this installation instructions to be used in conjunction with quality control
methods of the contractor and good construction practices.
Preparation
1. All reinforcements shall be cleaned by removing mud, oil, or other materials that
will adversely affect or reduce bond at the time mortar or grout is placed.
Reinforcement with rust, mill scale, or a combination of both will be accepted as
being satisfactory without cleaning or brushing provided the dimensions and
weights, including heights of deformations, of a cleaned sample are not less than
required by the ASTM specification covering this reinforcement in this
Specification.
2. Prior to placing masonry, remove laitance, loose aggregate, and anything else
that would prevent mortar from bonding to the lintel.
3. Debris — Construct grout spaces free of mortar dropping, debris, loose
aggregates, and any material deleterious to masonry grout.
Lintel / masonry erection
1. Placing lintel — Length of bearing of lintels on their support shall be a minimum of
4 inches for filled lintels and 6 % inches for unfilled lintels in the direction of span.
Provide a temporary support for lintels that are greater than 14' — 0"; the
temporary support shall not be removed until 2 days after the grout placement.
2. Placing mortar and units (for composite lintels only)
Bed and head joints — Unless otherwise required, construct 3/8 inches thick
bed and head joints. Construct joints that also conform to the following:
a) Unless otherwise required, tool joint with a round jointer when the mortar is
thumbprint hard.
b) Remove masonry protrusions extending '/Y inches or more into cells or
cavities to be grouted.
Place hollow units so:
a) Face shells of bed joints are fully mortared.
b) Head joints are mortared, a minimum distance from each face equal to the
face shell thickness of the unit.
p.813.645.0166 I f.81 3.645.9698 1 www.danscoengineering.com
c) Vertical cells to be grouted are aligned and unobstructed openings for
grout are provided in accordance with the Project Drawings.
Place clean units while the mortar is soft and plastic. Remove and relay in
fresh mortar any unit disturbed to the extend that initial bond is broken after
initial positioning.
Reinforcement installation
a) Support and fasten reinforcement together to prevent displacement -beyond the
tolerances allowed by construction loads or by placement of grout or mortar.
b) Completely embed reinforcing bars in grout in accordance with AC1530-08 Article
3.5.
c) Maintain clear distance between reinforcing bars and any face of masonry unit or
formed surface, but not less than % inches for fine grout or %z inches for coarse
grout.
d) Splice only where indicated on the Project Drawings, unless otherwise
acceptable.
e) Unless accepted by the Architect/ Engineer, do not bend reinforcement after it is
embedded in grout or mortar.
f) Place joint reinforcement so that longitudinal wires are embedded in mortar with
a minimum cover of 'h inches when not exposed to weather or earth and 5/8
inches when exposed to weather or earth.
Grout placement
a) Placing time — Place grout within 1% hours from introducing water in the mixture
and prior to initial set.
b) Confinement — Confine grout to the areas indicated on the Project Drawings. Use
material to confine grout that permits bond between masonry units and mortar.
c) Grout pour height — Do not exceed the maximum grout pour height given in the
AC1530-08 Table 7.
d) Grout lift height — Place grout in lifts not exceeding 5 feet.
e) Consolidation — Consolidate grout at the time of placement.
Consolidate grout pours 12 inches or less in height by mechanical vibration
or by puddling.
Consolidate pours exceeding 12 inches in height by mechanical vibration
and reconsolidate by mechanical vibration after initial water loss and
settlement has occurred.
Field quality control
a) Verify masonry unit strength, fm in accordance with the AC1530-08 Article 1.6.
b) Sample and test grout as required by the AC1530-08 Articles 1.46 and 1.6.
p.813.645.0166 I 1.81 3.645.9698 1 www.danscoongineering.com
Cleaning
Clean exposed masonry surfaces of all stains, efflorescence, mortar or grout ;
droppings, and debris.
i
i
Limitations of use
a) Support on wood — Lintel shall not be support on wood girders or other form of
wood construction.
b) Construction loads — Do not apply construction loads that exceed the safe
superimposed load -carrying capacity of the masonry and temporary support, if
used.
c) Impact resistance — Lintels apply to the design or construction of masonry for
buildings, parts of buildings, or other structures, if the project is located in areas
where the ultimate wind speed exceeds 160 mph, exposure B shall be filled solid
with grout.
1: ftjec s"ineering and Inspedions 3200464x ters 320046-W2_lnstallation_Instrudions.doe
p.813.645.0166 1 1.81 3.645.9698 1 www.danscoengineering.com
J
Florida Building Code Online
e
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INr1Y ~
6, ISO
ProfessidnallAregullatiow
Florida Cepartmentd DOS Mone ; Log to cher ReglMa"m i Mot Topics SubmR Surclm" stags ll Fara WORrstions FBC Staff DOS Site Map Linke swo
3usingy )
Professional OProductApproval
USER: walk riser
Regulation
Amlicadon.Liu > Appilestlon oaaall
FL a FL1956-R8
Application Type Revision
Code Version 2010
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission If necessary.
Comments
Archived
Product Manufacturer TAMKO Building Products, Inc.
Address/Phone/Email PO Box 1404
Joplin, MO 64802
417) 624-6644 Ext 2305
kerri_eden®tamko.com
Authorized Signature Kerrl Eden
kerri_edenOtemko.com
Technical Representative Kenl Eden
Address/Phone/Emall PO Box 1404
Joplin, MO 64802
417) 624-6644 Ext 2305
kerri_edenOmmko.com
Quality Assurance Representative
Address/Phone/Emall
Category Roonng
Subcategory Asphalt Shingles
Compliance Method CertlRcatlon Mark or Using
Certification Agency UL LLC
Validated By Robert J. M. Nkeminen, PE
J Validation ChecldLSt - Hardcopy Rex rived
Referenced Standard and Year (of Standard) mikellm XL
ASTM D3161 2006
ASTM D3462 2007
ASTM D7159 2007
EQulvalence of Product Standards
CertJned By
Product Approval Method Method I Option A
Date Submitted 09/27/2012
Date Validated 10/15/2012
Date Pending FBC Approval
Date Approved 10/16/2012
httn://floridahuilding.org/nr/or ann dtl.asnx?naram---wGEVXOwtDos%2fmGFovT6ra0%... 9/19/2013
TAMKO
BUILDING PRODUCTS
Application instructions for
HERITAGC 30
LAMINATED ASPBAII! S®NGLES
Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO
THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.
TAMKO BUILDING PRODUCTS, INC. ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING
FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS.
THIS PRODUCT IS COVERED BY A LIMITED WARRANTY, THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER
IN COLD WEATHER (BELOW 40"F), CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES.
IMPORTANT It is not necessary to remove the plastic strip from the back of the shingles.
1. ROOF O
These shingles are for application to roof decks capable of receiving
and retaining fasteners, and to inclines of not less than 2 in. per foot.
For roofs having pitches 2 in. per foot to less than 4 in. per foot, refer
to special instructions titled "Low Slope Application". Shingles must
be applied property. TAMKO assumes no responsibility for leaks or
defects resulting from improper application, or failure to properly
prepare the surface to be roofed over.
NEW ROOF DECK CONSTRUCTION: Roof deck must be smooth,
dry and free from warped surfaces. It is recommended that metal
drip edges be installed at eaves and rakes.
PLYWOOD: All plywood shall be exterior grade as defined by the
Engineered Wood Association. Plywood shall be a minimum of 3/8
in. thickness and applied in accordance with the recommendations
of the Engineered Wood Association.
SHEATHING 130ARDS: Boards shall be well -seasoned tongue -
and -groove boards and not over 6 in. nominal width. Boards shall
be a 1 in. nominal minimum thickness. Boards shall be properly
spaced and nailed.
a. vINT1111"os
Inadequate ventilation of attic spaces can cause accumulation of
moisture in winter months and a build up of heat in the summer.
These conditions can lead to:
1. Vapor Condensation
2. Buckling of shingles due to deck movement.
3. Rotting of wood members.
4. Premature failure of roof.
To insure adequate ventilation and circulation of air, place louvers
of sufficient size high in the gable ends and/or install continuous
ridge and soffit vents. FHA minimum property standards require
one square foot of net free ventilation area to each 150 square feet
of space to be vented, or one square foot per 300 square feet if a
vapor barrier is installed on the warm side of the ceiling or if at least
one half of the ventilation is provided near the ridge. If the ventilation
openings are screened, the total area should be doubled.
Frill!®
WIND CAUTION: Extreme wind velocities can damage these
shingles after application when proper sealing of the shingles
does not occur. This can especially be a problem if the shingles
are applied in cooler months or in areas on the roof that do not
receive direct sunlight. These conditions may impede the sealing
of the adhesive strips on the shingles. The inability to seal down
may be compounded by prolonged cold weather conditions and/
or blowing dust. In these situations, hand sealing of the shingles is
recommended. To insure immediate sealing, apply 4 quarter -sized
dabs of TAM -PRO' Premium SBS Adhesive or TAMKO Tam -Seal
Adhesive on the back of the shingle 1 in. (25mm) and 13 in. (330mm)
in from each side and 1 in. (25mm) up from the bottom of the
shingle. Press shingle firmly into the adhesive. For maximum wind
resistance along rakes, cement shingles to the underiayment and
each other in a 4 in. (102mm) width of TAM -PRO SBS Adhesive or
TAMKO Tam -Seat Adhesive. Caution: Apply ONLY a thin uniform
layer of adhesive less than 1/8 in. (3mm) thick. Excessive amounts
can cause blistering of the shingles and may soften the asphalt in
certain underiayments resulting in the asphalt flowing, dripping and
staining. Shingles must also be fastened according to the fastening
instructions described below.
Correct placement of the fasteners is critical to the performance
of the shingle. If the fasteners are not placed as shown in the
diagram and described below, this will result in the termination of
TAMKO's liabilities under the limited warranty. TAMKO will not be
responsible for damage to shingles caused by winds in excess of
the applicable mph as stated in the limited warranty. See limited
wam3nty for details.
FASTENING PATTERNS Fasteners must be placed 6-1/8 in, from
the bottom edge of the shingle, penetrating through the common
bond, and located horizontally as follows:
1) Standard Fastening Pattern. (For use on decks with slopes 2 in.
per foot to 21 in. per foot.) One fastener 1 in. back from each end
and one 13-1/2 in. back from each end o1 the shingle for a total of 4
fasteners. (See standard fastening pattern illustrated below).
STANDARD FASTENING PATTERN
FASTENERS NIJL ZONE
Comoro"
BOND
61/8'n n n E>osuRE Ssw
1 12-1rr-+- 12-W --•- 12-1/2-
Continued)
Central District 220 West 4th SL, Joplin, MO 64801 800-641-4691 11/09
Vlsft Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver.,
wCO
80216 800-530-8868
1,'- _f - L RG:J..n,rd r. L..'-_\CYI' .5...i.:r sr•3",.ot; .
CONTINUED from page 1)
HGRITAGIr 30
LAMINATED ASPHALT SHINGLES
Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MID
2) Mansard Fastening Pattern. (For use on decks with slopes
greater than 21 in. per foot.) One fastener 1 in. back from each end
and one fastener 8-1/2 in. back from each end and one fastener 16
in. back from each end for a total of 6 fasteners per shingle. (See
Mansard and High Wind Fastening Pattern illustrated below.)
MANSARD AND HIGH WIND FASTENING PATTERN
FAS7E>MERRe
NAR ZONE
COMMON
BOND
LL ExAOSUM
M )ea•vavl r-vr+}r ras~+I«r•+a"+IFs-+a'+1 h,.r.
3) High Wind Fastening Pattern. (For High Wind Application
requirements) One fastener 1 in. back from each end. One fastener
8-1/2 in. back from each end and one fastener 16 in. back from each
end for a total of six (6) fasteners per shingle. In addition to this shingle
fastening pattern requirement for High Wind Application, TAMKO
also requires the use of the following TAMKO products: TAMKO
felts or undedayments; TAMKO Moisture Guard Plus underlayment
at all eaves, rakes, and valleys; TAMKO or TAM -PRO cements and
coatings products where required; TAMKO ventilation where required,
TAMKO starter shingles if available in area, and TAMKO Hip and Ridge
shingles installed on all hips and ridges. Along rakes, cement shingles
to the underlayment and each other in a 4 in. (102 mm) width of TAM -
PRO SBS Adhesive or TAMKO Tam -Seal Adhesive. Also, see local
building codes for proper nailing application. High Wind Application
is offered on new construction or complete tear -off applications only.
It is not offered for recover applications. If High Wind Application
requirements are not followed, the High Wind Application Warranty
MPH, as stated on Table 1 in the Limited Warranty, reverts to the
Standard Application Wind Warranty MPH limit (See Mansard and
High Wind Fastening Pattern illustrated above.)
NAIL; TAMKO recommends the use of nails as the preferred method
of application. Standard type roofing nails should be used. Nail
shanks should be made of minimum 12 gauge wire, and a minimum
head diameter of 3/8 in. Nails should be long enough to penetrate
3/4 in. into the roof deck. Where the deck is less than 3/4 in, thick,
the nails should be long enough to penetrate completely through
plywood decking and extend at least 1/8 in. through the roof deck.
Drive nail head flush with the shingle surface.
m. . -d v. u,.e.o.... tm a.M e.. a.e..."
ofthwap
STAPLES: If staples are used in the attaching process, follow the
above instructions for placement. All staples must be driven with
pneumatic staplers. The staple must meet the following minimum
dimensional requirements. Staples must be made from a minimum
16 gauge galvanized wire. Crown width must be at least 15/16 in.
staple crown width is measured outside the legs). Leg length should
be a minimum of 1-1/4 in. for new construction and 1-1/2 in. for
reroofing thus allowing a minimum deck penetration of 3/4 in. The
crown of the staple must be parallel to the length of the shingle.
The staple crown should be driven flush with the shingle surface.
Staples that are crooked, underdriven or overdriven are considered
improperly applied.
Properly Driven Improperly Driven
w
uobd+1 oerd+tien oiooked
Deddna
CAUTION ALL FASTENERS MUST BE DRIVEN INTO THE NAIL
ZONE/COMMON BOND AS SHOWN IN THE DIAGRAM ABOVE.
4
UNDERLAYMENT An undedayment consisting of asphalt saturated
felt must be applied over the entire deck before the installation of
TAMKO shingles. Failure to add underlayment can cause premature
failure of the shingles which is not covered by TAMKO's limited
warranty. Apply the fele when the deck is dry. On roof decks 4 in.
per foot and greater apply the felt parallel to the eaves lapping each
course of the felt over the lower course at least 2 in. Where ends
join, lap the felt 4 in. If left exposed, the undedayment felt may
be adversely affected by moisture and weathering. Laying of the
underlayment and the shingle application must be done together.
Products which are acceptable for use as underlayment are:
TAMKO No. 15 Asphalt Saturated Organic Felt
A non -perforated asphalt saturated organic felt which meets
ASTM: D226, Type I or ASTM D4869, Type I
Any TAMKO non -perforated asphalt saturated organic felt
TAMKO TW Metal and Tile Underlayment, TW Underlayment
and Moisture Guard Plus° (additional ventilation may be
required. Contact TAMKO's Technical Services Department
for more information.)
In area where ice builds up along the eaves or a back-up of water
from frozen or dogged gutters is a potential problem, TAMKO's
Moisture Guard Plus• waterproofing undedayment (or any specialty
eaves flashing product) may be applied to eaves, rakes, ridges,
valleys, around chimneys, skylights or dormers to help prevent
water damage. Contact TAMKO's Technical Services Department
for more information.
TAMKO does not recommend the use of any substitute products
as shingle underlayment.
IL APIPILMIM us*soenous
STARTER COURSE A starter course may consist of TAMKO Shingle
Starter, self-sealing 3 -tab shingles or a 9 inch wide strip of mineral
surface roll roofing. If self-sealing 3 -tab shingles are used, remove
the exposed tab portion and install with the factory applied adhesive
adjacent to the eaves. Attach the starter course with approved
fasteners along a line parallel to and 3 in. to 4 in. above the eaves
edge. The starter course should overhang both the eaves and rake
edges 1/4 in. to 3/8 in.
Central District 220 West 4th St., Joplin, MO 64801 800-641-4691 11mg
Visit Our Web Site at
Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 2
CONTINUED from page 2)
HERITAGE 30
LAMINATED ASPHA6T S®N666S
Dallas, TX • Tuscaloosa, AL • Phillipsburg, KS • Joplin, MO
SHINGLE APPLICATION: Start the first course with a full size shingle
and overhang the rake edge 114 in. Cut 10-3/8 in. from a full shingle
to form a shingle 29 in. long. Use this to start the second course (see
diagram below). Cut a 23 in. long shingle to start the third course. Use
the remaining 16-3/8 in. piece of shingle to start the fourth course and
use the remaining 10-3/8 in. piece to begin the fifth course. Continue
up the rake in as many rows as necessary using the same formula
as outlined above. The butt of the shingle should be aligned with
the top edge of the sawtooth of the underlying shingle for a 5-5/8 in.
exposure (see shingle application drawing illustrated on this panel).
When you make your final cut at the roofs edge, flip any pieces that
are 8 in. or longer back onto the roof. These pieces can be worked
in anywhere without creating zippers or color variations.
NOTE Do not align joints of shingle courses when working in cut
pieces. Joints should be no closer than 4 in. from one another.
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IL I" MOM APP="1111ty
On pitches 2 in per foot to 4 in. per foot cover the deck with two layers
of asphalt saturated felt. Begin by applying the felt in a 19 in. wide strip
along the eaves and overhanging the drip edge by 114 to 3/4 in. Place
a full 36 in. wide sheet over the 19 in. wide starter piece, completely
overlapping it Ag succeeding courses will be positioned to overlap the
preceding course by 19 in If winter temperatures average 2511' or less,
thoroughly cement the felts to each other with TAM -PRO or TAMKO
Plastic Roof Cement from eaves and rakes to a point of a least 24 in.
inside the interior wall One of the building. As an alternative, TAMKO's
Moisture Guard PlusP self -adhering waterproofing underlayment may
be used in lieu of the cemented felts.
IM8M BOOT Ori STEP SWPa BOOP
H the slope exceeds 21 in. per foot (W0 each shingle must be sealed with
TAM -PRO SBS Adhesive or TAMKO Tam -Seal Adhesive immediately
upon installation Spots of cement must be equivalent in size to a &25
piece and applied to shingles with a 5-5/8 in. exposure, use 6 fasteners
per shingle. See Section 3 for the Mansard Fastening Pattern.
1>L B&BOOIPf1111O
Before reroofing, be certain to inspect the roof decks. All plywood
shall meet the requirements listed in Section 1.
Nail down or remove curled or broken shingles from the existing
roof. Replace all missing shingles with new ones to provide a smooth
base. Shingles that are buckled usually indicate warped decking
or protruding nails. Hammer down all protruding nails or remove
them and refasten in a new location. Remove all drip edge metal
and replace with new.
If re -roofing over an existing roof where new flashing Is required
to protect against ice dams (freezePotaw cycle of water and/or the
backup of water in frozen or dogged gutters), remove the old roofing
to a point at least 24 in. beyond the interior wall line and apply
TAMKO%Moisture Guard Plus' waterproofing underlayment. Contact
TAMKO's Technical Services Department for more information.
Measurements wig vary when nesting over an existing 5 in. exposure
single roof: Call TAMKO Technical Services for further information.
The nesting procedure described below is the preferred method for
reroofing over existing metric size shingles with a 5-5/8 in. exposure.
See description below:
stwtw Remove the tabs and an additional portion from the
head of a full size shingle so that its height is equal to the exposure
of the existing shingles. Position the resulting strip over the existing
roof edge (with the factory -applied adhesive strip along the eaves).
Cut approximately 6 in. from the rake end and apply the remaining
portion at the eaves. Continue the starter strip by applying full length
shingle strips cut to height as above, evenly along the existing roof
at the eaves. The existing roof should oveAtang the eaves far
enough to carry wale off Into the gutter. K this is not the case,
cut and appy the stater strip so that it win provide suRcient
overhang for proper drairmW.
First Course: Remove an amount from the butt edge of a full-size
shingle so that the remaining portion of the shingle fits between the
bulls of the existing third course. This course must also be applied
evenly along the eaves edge of the new starter strip.
Central District 220 West 4th St, Joplin, MO 64801 800-6414691 11109
WsIt Our Web Site at Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 3
BUILDING PRODUCTS
CONTINUED from page 3)
NERITAW 30
LAMINATED ASPRAIaf! SHINGLES
Dallas, TX ' Tuscaloosa, AL ' Phillipsburg, KS ' Joplin, MO
Second and Succeedina Courses: Remove 10-3/8 in. from the
rake end of the first shingle in the second course, and continue
with full width shingles for the remainder of the course, placing
the top edge of each new shingle against the butt edge of the old
shingle in the course above. This method should create an exposure
of 5-5/8 in. after the first course. When beginning the succeeding
courses continue to follow the Heritage application instructions.
See section 5).
01
9. vNWIM APPIM"03
Over the shingle undedayment, center a minimum 36 in. wide sheet
of TAMKO Nail -Fast*, Moisture Guard Plus' or a minimum 50 Ib. roll
roofing in the valley. Nail the felt only where necessary to hold it in
place and then only nail the outside edges.
IMPORTANT PRIOR TO INSTALLATION WARM SHINGLES TO
PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING
SHINGLES TO FORM VALLEY.
After valley flashing is in place:
Apply the first course of shingles along the eaves of one of the
intersecting roof planes and across the valley.
Note: For proper flow of water over the trimmed shingle, always
start applying the shingles on the roof plane that has the lower
slope or less height.
Extend the end shingle at least 12 in. onto the adjoining roof.
Apply succeeding courses in the same manner, extending them
across the valley and onto the adjoining roof.
Press the shingles tightly into the valley.
Use normal shingle fastening methods.
Note: No fastener should be within 6 in. of the valley centerfine,
and two fasteners should be placed at the end of each shingle
crossing the valley.
To the adjoining roof plane, apply one row of shingles vertically
facing the valley and 2 in. back from the valley centerline.
Note: For a neater installation, snap a chalkline over the
shingles for guidance.
To complete the valley, apply shingles on the adjoining roof
plane by positioning the tip of the first shingle of each row at
the 2 in. point from the centerline where the edge of the vertical
shingle has been applied, covering the vertical shingle.
FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE
CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT.
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Apply the shingles with a 5 in. exposure beginning at the bottom
of the hip or tram the end of the ridge opposite the direction of the
prevailing winds. Secure each shingle with one fastener on each side,
5-1/2 in. back from the exposed end and 1 in, up from the edge.
TAMKO recommends the use of TAMKO Hip & Ridge shingle
products. Where matching colors are available, it is acceptable to
use TAMKO's Elite Glass -Seal shingles cut down to 12 in. pieces.
Fasteners should be 1/41n. longer than the one used for shingles
IMPORTANT: PRIOR TO INSTALLATION, CARE NEEDS TO BE
TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE
BENDING SHINGLE IN COLD WEATHER.
Direction of prevailing wind
tatt titi • -
THESE ARE THE MANUFACTURER'S APPLICATION
INSTRUCTIONS FOR THE ROOFING CONDITIONS
DESCRIBED. TAMKO BUILDING PRODUCTS, INC. ASSUMES
NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING
DEFECTS RESULTING FROM FAILURE TO FOLLOW THE
MANUFACTURER'S INSTRUCTIONS.
TAMKOO, Moabae Guard PWO, Nail Fast& TAM -PRO® and Heritage® are rewteed
aadenwrl0 of TAMKO Baiting Products, Inc.
Intonn"On nab,ded in these nakabon inebUcWs was wnent at ttme o1 among. To
obWn a copy at are mast a oreM varaion of thiole applkadan blabuMms. vim us ovine
at tambo.com or ca0 Us at 6ap.641.4691.
Central District 220 West 4th SL, Joplin, MO 64801 800-641-4691 11/09
Visit Our Web Site at
Northeast District 4500 Tamko Dr., Frederick, MD 21701 800-368-2055
Southeast District 2300 35th St., Tuscaloosa, AL 35401 800-228-2656
tamko.com Southwest District 7910 S. Central Exp., Dallas, TX 75216 800-443-1834
Western District 5300 East 43rd Ave., Denver, CO 80216 800-530-8868 4
SCPA Parcel View: 31-19-31-518-0000-0630
Cionrlbi *r *c. n. Cr -A Property Record Card
PROPERTY Parcel: 31-19-31-S38-0000-0630
Owner: SHAIRI MAHMOODAPPRAISER
S^iMECOUNry FLORA' Property Address: 2428 PRINCETON AVE SAMFORD, FL 32771
Back < Previous Parcel Next Parcel > Save Layout Reset Layout New Search
Parcel. 31 -19 -31 -SIS -0000-0630
Property Address: 2428 PRINCETON AVE
Owner. SHAIRI MAHMOOD
Mailing: S10 SONATA CT
WINTER SPRINGS, FL 32708
Subdivision Name: GARDENIA
Tax District: S1-SANFORD
Exemptions:
DOR Use Code: 00 -VACANT RESIDENTIAL
oel
I I W
Q
Z
63
Z
I I
64
Map Aerial Both Footprint + - Extents Center
Larger Map 11 Advanced Map I Dual Map View - External
Value Summary
Tax Amount without SOH: $161
2013 Tax Bill Amount
Tax Estimator
Save Our Homes Savings:
Does NOT INCLUDE Non Ad Valorem
Assessments
161
so
Legal Description
2014 Working 2013 Certified
Values Values
Valuation
Cost/Market Cost/Market
Method
Number of
Buildings
0 0
Depreciated
Bldg Value
Depreciated
Taxing Authority
County General Fund
Schools
City Sanford
SJWM(Saint Johns Water Management)
County Bonds
EXFT Value
Taxable Value
S7,887
S7,887
S7,887
7,887
57,887
Land Value
57,887 57,887
Market)
Land Value Ag
lust/Market
57,887 57,887
Value ••
Portability Adj
Save Our Homes
SO SO
AdJ
Amount
5696,700
5210.000
5140,000
Vac/Imp
Improved
Vacant
Vacant
Amendment 1
s0 s0
Adj
Assessed Valuel 57,887 57,887
Tax Amount without SOH: $161
2013 Tax Bill Amount
Tax Estimator
Save Our Homes Savings:
Does NOT INCLUDE Non Ad Valorem
Assessments
161
so
Legal Description
LOT 63 GARDENIA PB 5 PG 77
Tax Details
Taxing Authority
County General Fund
Schools
City Sanford
SJWM(Saint Johns Water Management)
County Bonds
Assessment Value Exempt Values
57,887 s0
57,887 s0
57,887 s0
57,887 s0
57,887 s0
Taxable Value
S7,887
S7,887
S7,887
7,887
57,887
Sales
Deed Date
WARRANTY DEED 06/2009
WARRANTY DEED 02/2008
WARRANTY DEED 02/2008
Book
07212
06940
06940
Page
0338
0612
0611
Amount
5696,700
5210.000
5140,000
Vac/Imp
Improved
Vacant
Vacant
Qualified
No
No
No
Find Comparable Sales within this Subdivision
Land
Method Frontage
FRONT FOOT 6 DEPTH 49
Depth
110
Units Unit Price
185.00
Land Value
7,887
Building Information
Permits
Permit # Type Agency Amount CO Date Permit Date
Page 1 of 2
http://www.scpafl.org/ParcelDetails.aspx?P]D=31-19-31-518-0000-0630 10/24/2013
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DOS Nome Loo In user Reoeerarkah Hot Tooke Su" Surdarpe Sits a Fags Publications FOC Staff SCIS Sae Map Links Search
6usines(Lt
Professional (11:.dua Approval
ajdalion
PrMvct Atbrnval Meng > Ptnduct a aeolKAton Senrtn > AOOiKaIMn List > Appliutbn D@W
t
FL a FL5891-R3
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer Therma-Tru Corporation
Address/Phone/Ernall 118 Industrial !hive
Edgerton, OM 13517
419)298-1740
rickw®rwbidgcarsuRants.com
Authorized Signature Rick Wright
Ackw®rnbldgconsultants.com
Technical Representative
Address/PhoneJEmail
Quality Assurance Representative
Address/Phone/Enall
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engmeer
d Evaluation Report - Mardcopy Received
Florida Engineer or Architect Mame who developed the Lyndon Schmidt, P.E.
Evaluation Report
Florida License PE -43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Ryan J. King, P.E.
Validation ChecirJW - Hardcopy Received
Certificate or Independence FL5891 R3 COI Certificate of Indeeendenre roti
Referenced Standard and Year (of Standard) SWAM XU[
SSTO 12 1999
TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option 0
Date Submitted 06/08/2012
Date Validated 06/21/2012
hitn://floridahiiildinL,.orL,/nr/or acro dtl.asnx?Qaram=wGEVX0w,lDquw6mPlZhp%2fndRc... 9/19/2013
THERMA ..TRU
THERMA TRU DOORS
1 16 INousrptIAL DR., EoOERTON, OH 4351'7
TEL. (419)2198- 1 740
X011 X 618rl
FIBER CLASSIC"
FIBERGLASS SiNGLE DOOR
INSWING / OUTSWiNG
I mcr
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 2010 Florida Building Code
FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to
base material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind bome debris protection this product complies with
Section 1609.1.2 of the FBC and does not require an impact resistant covering. This
product meets missile level "D" and excludes Wind Zone 4 as defined in ASTM E1996.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown
for 2x buck masonry construction.
S. Site conditions that deviate from the details of this drawing require further engineering
analysis by a licensed engineer or registered architect.
W
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37.59" MAX. O.A.
FRAME WIDTH
36.00" MAX.
PANEL WIDTH
TABLE Of CONTENTS
SHEET 11 DESCRIPTION
1 Typical elevations, design pressures & general notes
2 Door panel detoils
3 Horizontal cross sections
4 Vertical cross sections
S Buck and frame anchoring - 2X buck masonry construction
6 Frame anchoring - t X buck masonry construction
7 BIII of Materials & Components
W
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36.00" MAX.
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INSWING 37.59" x 82.19" 67.0 67.0
OUTSWING 37.39" x 80.69" 67.0 67.0
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DATE: 4/23/08
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FL -5891-1
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ITERIOR
XERIOR
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INTERIOR
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INTERIOR EXTERIOR
1 VERRCAL CROSS SECTION
d Inswing con igurolion
INTERIOR EXTERIOR U
2 VEIMCAL CROSS SECTION
4 Shown w/i X wbbmk
INTERIOR EXTERIOR
EXTERIOR INTERIOR
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4 ftwing con ration 4 Outs%*v configuration
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TYP. HEAD & MASONRYMASONRY7
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SUCKANCHORNG SWE JAM$ FRAME ANCHORING HINGE
Masonry 2X buck conskxtlon
CONCRETE ANCHOR NOM.
1. Substituffon of equal concrete anchors from a different supplier may have different edge
distance and center distance nMuirements.
2. Concrete anchor 16cafforts at the comers may be adjusted to maintain the min. edge
distancee to mortorloift 9 concrete anchor locations noted as "MAX. ON CENTER' must be 28 K
adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchorsflmayberequired10ensurethe "MAX ON CENTER" dimensions we not exceeded. 10
3. Concrete anchor table: I
Ll Typ
U9
AN DAM 4/23/08
ELCO 1/4"........ .. ...
AMC scAr N.T.S_ VMw.
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MME ANCHORING
Masorry 1X buck conshxgon
CONCRETE ANCHOR NOTA.
1. Svbsffkftn of equal concrete anchors from a different supplier may have different edge
distance and center distance requirements.
2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge
distance to mortar joints If concrete anchor locoffons noted as "MAX ON CENTER" must be
adjusted to maintain the mh edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded.
3. Concrete anchor table:
A . .......
AW Ot
I ....... I ... I'll .... A 4*1* .......... * ........ , .......
W-
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ITW 1/47 I.1/c 2-1/T r
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FL -5891,1
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Btu OF MATERIALS
ITEM OUCRIP170H MATERIAL
A 1 X BUCK SG >= 0.55 WOOD
B 2X BUCK SG >= 0.55 WOOD
C MAX. 1 /4" SHIM SPACE WOOD
D 114! X 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL
E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G I 3116'X 3-1 /4" PFH ITW CONCRETE SCREW STEEL
H j 1 /4!'x 3-1 /,' PFH ITW CONCRETE SCREW STEEL
J 1 /4" X 3-3/4" PFH (TW CONCRETE SCREW STEEL
K 8 X 2-1/2" PFH WOOD SCREW STEEL
L 10 X 2" PFH WOOD SCREW STM
7 SHORT REACH COMPRESSION WEATHER-STRIP (THERMA-TRUI FOAM
8 LONG REACH COMPRESSION WEATHER-STRIP ERMA-TRU FOAM
9 4" X V HINGE .097" THK. ERMA-TRU STEEL
10 110 X 3/4" PFH WOOD SCREW HINGE TO FRAME STEEL
17 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL
18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ERMA TRU .050" WALL AL ALUM./WOOD
19 j HEADER JAMB 4.656" X 1.25" THERMA-TRU, PINE WOOD
20 1 SIDE JAMB 14.656'X 1.2S' THERMA-TRU, PINE WOOD
21 KWIKSET SIGNATURE SERIES 780 DEAOBOLT STEEL
27 LATCH STRIKE PLATE STEEL
28 DEADBOLT PLATE STEEL
32 DOOR BOTTOM SWEEP PVC
33 SELF ADJUSTING INSWING SADDLE THRESHOLD .45" WALL AL. -.08(r WALL VINYL ALUM.COMP.
50 FIBERGLASS DOOR PANEL - FIBER CLASSIC
51 FC DOOR SIGN .070" MIN. THK. FIBERGLASS BY
THERMA-TRU WITH YIELD STRENGTH Fy (MM.) = 6,000 PSI
SMC
52 TOP RAIL COMPOSITE
53 LATCH STILE LVL WOOD
54 HINGE STILE WOOD
55 BOTTOM RAIL COMPOSITE
56 POLYURETHANE FOAM CORE - BASF 1.9 IBS. DENSITY FOAM
57 LOCK BLOCK REINFORCEMENT WOOD
4.56' a! Z
4
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5.75"
T
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4 N.T.S.
um ft AL
cm eM: us
FL -5891,1
OF
Florida Building Code Online Page 1 of 2
Business &. Professio'nalRegulationt
iL2i41Mr
I.-Oda Gepirmwit! Sas tome ! tap In User ReptstraWn Ha TOPICS ' subn* sutdus stab a vans Pultlkations Fee San SCIS sae MW Lina Seardn
6usines ()
ProfessiolProduct Approval
ha, a' tlSec Pu01k Veer
Regulation
PtoAuct Aoaroval Memr > Product a Aaoeratlen 5larrh > Aaalkamon List > Appli[sLIp1 petal)
r • r Ft a FU4634-R1
Application Type Affirmation
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer
Addrewl)hone/Emall
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida Ucense
Quality Assurance Entity
Quality Assurance Contract Expiration Dace
Validated By
Certificate of Independence
Ply Gem Windows
433 N. Main St.
Rocky Mount, VA 24151
540) 484-6463
dstammen ®plygemwa W ows.com
Travis Arthur
tarthur®p"e mwindowS.Com
Extei r Doors
Sliding Exterior Door Assemblies
Evaluation Report mom a Florida Registered AnTitect or a Ucensed Florida
Professional Engineer
Evaluation Report - Hardmpy Received
Alexis Spyrc u
PE -68101
National Accreditation B Management lnstnule,
12/31/2014
Steven M. tJrich, PE
Validation Checklist - Hardcopy Rettived
Referenced Standard and Year (of Standard) 8011iE>L IJW
AAMA04WWDA 101/1.5.2 1997
ASTM E330 2002
Equivalence of Product Standards
Certified By
Sections from the Code
Documentation from approved Evaluation or Validation Entity
1 affirm that titre are no changes in the new Florida Building Code which affect
my product(s) and my product(s) are In compliance with the new Florida Building
Code.
Yes No N/A
FL14634 R1 GOC SA14634 SS.odf
httD://floridabuildiniz.orL/Dr/Dr aoo dd.asDx?Daram=wGEVXOwtDosw8ZVNfe8A7W2Wi... 9/19/2013
INSTALLATION NOTES:
1. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION,
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A
TOLERANCE OF 11/2 INCH OF THE DEPICTED LOCATION 1N THE
ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4
INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
S. FOR INSTALLATION INTO WOOD FRAMING, USE #12 WOOD SCREWS
OF SUFFICIENT LENGTH TO ACHIEVE 11/2 INCH MINIMUM
EMBEDMENT.
6, FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY,
OR DIRECTLY INTO CONCRETE/MASONRY, USE 1/4 INCH ELCO
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH MINIMUM
EMBEDMENT.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
S. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION
RESISTANT COATING.
9. FOR GROUT FILLED BLOCK, 00 NOT INSTALL INSTALLATION
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
MANUFACTURER.
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90.
MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI.
PLY GEM WINDOWS
BUILDER SERIES 4780 ALUMINUM
SLIDING GLASS DOOR (2 -PANEL)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA
BUILDING CODE, EXCLUDING HVHZ.
AAMA/NWWDA 1011I.S.2 - 97
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND STEEL STUD FRAMING AS A
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE,
6. DOOR FRAME MATERIAL: ALUMINUM 6063-T6
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS. SEE SHEET 4 FOR GLAZING DETAILS.
8. DESIGNATIONS X"AND "0" STAND FOR THE FOLLOWING:
X. OPERABLE PANEL
0: FIXED PANEL
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
1 INSTALLATION d GENERAL NOTES
2 ELEVATION 6 ANCHOR LAYOUT
3 VERTICAL SECTIONS
4 HORIZONTAL SECTIONS Q GLAZING DETAIL
5 COMPONENTS 6 BILL OF MATERIALS
Digitally signed by Alex Spyrou
Reason: I am approving this
document
Date: 2011.06.06 11:41:28 -04'00'
DESIGN PRESSURE RATING
SIZE SILL OPTION DESIGN PRESSURE MISSILE IMPACT RATING
96" X 96" W/O SILL 25/-50 PSF NOT RATED
N
RISER
jvim^
c
96" X 96"
RISERL
50/-50 PSF NOT RATED
PLy GEM
433 N. MAIN ST., PO BOX 559,
ROCKY MOUNT, VA 24181
PH: 540-484-6348 FX: 540-484-6683
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UNIT O.L.O.
433 N. MAIN ST.. PO BOX 559,
ROCKY MOUNT, VA 24151
MAX. MAX. rF;V E
HEIGHT HEIGHT 4 4
96.00" 91.16"
UNIT MAX.
WIDTH 96.00"
D.L.O. MAX
WIDTH 41.66"
g C
3 3
PANEL MAX
WIDTH 45.5"
v
ELEVATION
6.00" MAX. FROM _
CORNERS TYP.
PANEL
J jF MAX.
4 4 HEIGHT
95.00"
20.75" MAX. _
O.C. TYR
o% a A— 4X. FROM
AS TYP.
ANCHOR LAYOUT
INSTALLATION
ANCHOR
PLy GEM
433 N. MAIN ST.. PO BOX 559,
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PH: 540-484-6346 FX: 540-454-6683
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4 4 HEIGHT
95.00"
20.75" MAX. _
O.C. TYR
o% a A— 4X. FROM
AS TYP.
ANCHOR LAYOUT
INSTALLATION
ANCHOR
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21/2° MIN. EDGE
PLY GEMDISTANCE
1/4" ELCO TAPCON CONCRETE/MASONRY
l
INSTALLATION ANCHOR BY OTHERS
2 1/2" MIN. 433 N. M INUNTPVBOX 559.
CAULK BETWEEN : ;• : • :: :.•• • EMBEDMENT
CONCRETE/MASONRY 77-74.•• ; .
1X WOOD BUCK BY OTHERS ;'; ' : : •a .: PM: '310-484-6348 (X:540.484-6683
1/4" MAX. co
EXTERIOR FINISH SHIM SPACE
BY OTHERS
1100
a
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BY OTHERS
1 3/4" MIN. EDGE Y1XWOODBUCK #12 WOOD SCREW DISTANCE H ac Y U jK
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at
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HEIGHT SEE GLAZING /
9
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2X WOOD FRAME w dx a 6,
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OETAII 1 INTERIOR (OPTIONAL) :; BY OTHERS o v Z
EXTERIOR CAULK BETWEEN -j w 3
18 FIN 6 2X WOOD STUD ; 11/2" MIN. m .^.
BY OTHERS F EMBEDMENTCL
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B VERTICAL SECTION NA 5Bor°,ERS SHIM SPACE o
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BY OTHERS
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BY OTHERS
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SHIM SPACE
12 WOOD SCREW 3
INSTALLATION ANCHOR
IF
3/4" MIN. EDGE
DISTANCE
2X WOOD FRAME BY OTHERS
8d ROOFING NAIL
INSTALLATION ANCHOR
OPTIONAL)
CAULK BETWEEN FIN & 2X
WOOD STUD BY OTHERS
EXTERIOR FINISH BY OTHERS
CAULK BEHIND FLASHING &
OVER NAILS BY OTHERS
PERIMETER CAULK BY OTHERS
SEE GLAZING DETAIL 1
E HORIZONTAL SECTION
4 JAMB - 2X WOOD FRAME
D HORIZONTAL SECTION
4 INTERLOCK
IR
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5/8" O.A. INSULATED GLA55 Z
EXTERIOR
INTERIOR q
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m
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Z
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DISTANCE PH: 540-484-6348 FX: 540-484-6683
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GLAZING DETAIL 1 MAY VARY PER ASTM E 1300 PP& REQUIREMENT GLASS
CHARTS• 0 6 3
P y EM
1 3 TRACK FRAME HEAD Z 3 TRACK FRAME SILL
ALUM. ALUM.
433 N. MAIN ST., PO BOX 559,
ROCKY MOUNT, VA 24151
5.599 -5.599
PH: 540-484-6348 FX:'540-484-6683
co
1.186 1.463
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GILL OF MATERIALS
ITEM NO. DESCRIPTION MATERIAL MANUFACTURER
1 3 TRACK FRAME HEAD ALUM. PLY GEM
2 3 TRACK FRAME SILL ALUM. PLY GEM
3 3 TRACK FRAME JAMB ALUM. PLY GEM
4 LEAD STILE ALUM. PLY GEM
5 4 TRACK FRAME HEAD ALUM. PLY GEM
6 4 TRACK FRAME SIU. ALUM. PLY GEM
7 4 TRACK FRAME JAMB ALUM. PLY GEM
8 INTERLOCK ALUM. PLY GEM
9 TOP RAIL ALUM. PLY GEM
10 BOTTOM RAIL. ALUM. PLY GEM
11 SILL RISER (OPTIONAL) ALUM. PLY GEM
12 JAMB WEATHERSTRIP UITRAFAB
13 TOP RAIL WEATHERSTRIP ULTRAFAB
14 BOTTOM RAIL WEATHERSTRIP ULTRAFAB
15 INTERLOCK WEATHERSTRIP UITRAFAB
16 SILL PAO
17 HEADPAD
lg GLASS (TEMPERED)
19 INTERCEPT AIR SPACER GED
20 DESSICgTEO MATRIX H.B. FULLER
21 BUTYL SEALANT H.B. FULLER
22 #8 X 1" PPH FRAME ASSEMBLY SCREWS MERCHANTS
23 1/4"-20 X 3/4" PHM BOTTOM RAIL SCREWS MERCHANTS
24 #B X 1" PpH TOP RAIL SCREWS MERCHANTS
25 #8 X 1 1/2" PHTR KEEPER SCREWS MERCHANTS
26 #10-32 X 7/8" PFLM LOCK SCREWS MERCHANTS
27 #8 X 1" PPHTKW FIXED BRACKET SCREWS MERCHANTS
P8 EXTERIOR PULL (WHITE) DOORS DECO
29 EXTERIOR PULL (BLACK) DOORS DECO
30 INTERIOR PULL (WHITE) DOORS DECO
31 INTERIOR PULL (BLACK) DOORS DECO
32 BOLT DECO
33 ROLLERS AMESBURY
34 ROLLER HOUSING ALUM. AMESBURY
35 KEEPER ALUM. DECO
Florida Building Code Online Nage I of l
a>t
f!O0itrrenttr gas tame . Login user Repesaamn trot Topks r Submit Singe Stas at Facts Pulydodons ' FOC staff Sas Ste Map . unls ' search
3usines,
Professional
r product Approval
USER: Public LO r
Regulation
ProAu[t Aoaoval MMu > Pradutt a Aoohrltbrl Seartln >Agollcallm List > Application Oatall
FL a FL14743-RI
Application Type ARkmation
Code version 2010
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Ply Gem 1PMddws
433 N. Main St.
Rocky MMM, VA 24151
540) 484-6463
dstartutnen®plY9e--hulows.apm
Travis Arthur
tarthur®pM9emwtndows.com
Windows
Single Hung
Certification Mark or Listing
National Amedrtation n Management Institute,
National Accreditation & Managenwnt Institute,
AAMA/WOMA/CSA 101/I.S.2/A440
Year
2005
J I atlirm that there are no changes In the new Florida Building Code which affect
my products) and my product(s) are in compliance with the new Florida Building
Code.
Documentation from approved Evaluation or Validation Entity
Yes No N/A
FL14743 R1 COC SA14743 SS.odf
Product Approval Method Method I Option A
Date Submitted 03/06/2012
Date Validated 03/06/2012
Date Pending FBC Approval
Cate Approved 03/09/2012
httn:Hfloridabuildins.orQlor/or acro dtl.asox?oaram=wGEVXOwtDaueufsxW4GVzSw5a.. 9/19/2013
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN, UNLESS OTHERWISE STATED.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
3. INSTALL 1NDIV/DUAL INSTALLATION ANCHORS WITHIN A
TOLERANCE OF t1/2 INCH OF THE DEPICTED LOCATION IN THE
ANCHOR LAYOUT DETAIL (LE,, WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. FOR INSTALLATION THROUGH 2X BUCK USE N8 WOOD SCREWS OF
SUFFICIENT LENGTH TO ACHIEVE 111-2 INCH MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE.
5. FOR INSTALLATION THROUGH 2X BUCK USE Sd ROOFING NAIL OF
SUFFICIENT LENGTH TO ACHIEVE 2 INCH MINIMUM EMBEDMENT
INTO WOOD SUBSTRATE. RECOMMENDED NAIL HEAD DIAMETER
TO BE AT LEAST 0.375°.
6. FOR INSTALLATION THROUGH STEEL STUD USE #8 TEK SCREW OF
SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM
ENGAGEMENT BEYOND STEEL FRAME SUBSTRATE.
7, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OC CORROSION RESISTANT MATERIAL OR HAVE A
CORROSION RESISTANT COATING.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT
INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS,
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR
EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
10.INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
MANUFACTURER.
11.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
B. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL
THICKNESS OF 33 MILS (20 GA.)
PLY GEM WINDOWS
BUILDER SERIES 3753 TILTALUMINUM
SINGLE HUNG PRIME WINDOW
GENERAL NOTES:
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE 2007 FLORIDA
BUILDING CODE, EXCLUDING HVHZ.
AAMA/WDMA/CSA 101AS.2/A440-05
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETENASONRY, 2X AND STEEL STUD FRAMING AS A
MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE
GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION
TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE
SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT.
5, APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO
PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: ALUMINUM 6063-T6
7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS
CHARTS. SEE SHEET 4 FOR GLAZING DETAILS.
8. DESIGNATIONS "X" AND "O" STAND FOR THE
FOLLOWING.
X. OPERABLE PANEL
0. FIXED PANEL
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
1 INSTALLATION A GENERAL NOTES
2 ELEVATION, ANCHOR LAYOUT d PRESSURE CHARTS
3 VERTICAL SECTIONS
4 HORIZONTAL SECTIONS 6 GLAZING DETAILH5COMPONENTS6BILLOFMATERIALS
Digitally signed by Alex Spyrou
Reason: I am approving this
document
Date: 2011.08.11 13:01:21 -
04'00'
DESIGN PRESSURE RATING
GLAZE TYPE SIZE DESIGN PRESSURE MISSILE IMPACT RATING
1 53" x 72" 35/-47 PSF NON -IMPACT
PLy GEM
433 N. MAIN ST., PO 80X 559,
ROCICY MOUNT, VA 24151
PR. 540-464-6346 FX: 540-484-6683
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SHEET: 1 OF 5
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MAX.
HEIGHT 4 4
33.125"
UNIT
MAX.
HEIGHT
72.W'
SASH
MAX.
HEIGHT
36.
100"
1
UNIT MAX.
WIDTH
53.00"
D.L.O. MAX.
WIDTH
51.30"
0 E
3 3
A B
3 3
SASH MAX.
WIDTH
52.25"
ELEVATION
2.00" MAX. FROM
CORNERS TYP
I-
12.00" MAX.
O.G. TYP
2.00" MAX. FROM
CORNERS TYP
12.00" MAX.
1—r O.C. TYP
y,
Cr
i
II
A B
3 3
SASH MAX.
WIDTH
52.25"
ELEVATION
2.00" MAX. FROM
CORNERS TYP
I-
12.00" MAX.
O.G. TYP
2.00" MAX. FROM
CORNERS TYP
12.00" MAX.
1—r O.C. TYP
ANCHOR LAYOUT
FIN
INSTALLATION
ANCHOR
PLy GEM
433 N. MAIN ST., PO BOX 559,
ROCKY MOUNT, VA 24151
PH: 540-484-6346 FX: 540-484-6683
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ANCHOR LAYOUT
FIN
INSTALLATION
ANCHOR
PLy GEM
433 N. MAIN ST., PO BOX 559,
ROCKY MOUNT, VA 24151
PH: 540-484-6346 FX: 540-484-6683
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2X WOOD FRAME
BY OTHERS
SHEATHING
BY OTHERS
CAULK BETWEEN
FTN.&SHEATHING
EXTERIOR FINISH
BY OTHERS
PERIMETER
CAULK
BY OTHERS
O.A. WINDOW
HEIGHT
EXTERIOR
2" MIN. EMBEDMENT STEEL STUD
5d ROOFING NAIL
BY OTHERS
INSTALLATION ANCHOR SHEATHING
BY OTHERS
CAULK BETWEEN
FIN b SHEATHING
3/4- MIN. EDGE EXTERIOR FINISH
DISTANCE BY OTHERS
Y
SHMAI,
PERIMETER
CAULK
1
1 SHIM SPACE BY OTHERS \
SEE GLAZING
DETAIL 1
INTERIOR
p VERTICAL SECTION
3 HEAD - 2X WOOD FRAME
FIN INSTALLATION
EXTERIOR
17
I
O.A. WINDOW
HEIGHT
EXTERIOR
3 THREADS OF MIN.
ENGAGEMENT BEYOND METAL
STRUCTURE
8 TEK SCREW
INSTALLATION
ANCHOR
1/4 MAX.
SHIM SPACE
SEE GLAZING
DETAIL 1
IN'F'ERIOR
E VERTICAL SECTION
3 HEAD - STEEL STUD
FIN INSTALLATION
EXTERIOR
FINISH
3 " MIN
EDGE DISTANCE
BY OTHERS • . . •:. • .
CAULK BETWEEN•' ;: " : ; •. ' 4\-2X WOOp TUCK
FIN A 2X WOOD BY OTHERS
BUCK
11/2" CONCRETE/MASONRY
8 WOOD SCREW MIN. BY OTHERS
INSTALLATION
EMBEDMENT CAULK BETWEEN
ANCHOR CONCRETE/ MASONRY 2X
WOOD BUCK BY OTHERS
A VERTICAL SECTION
U SILL - 2X WOOD BUCK
FIN INSTALLATION
EXTERIOR
FINISH
BY OTHERS
CAULK BETWEEN
FIN b 2X WOOD
BUCK
3 THREADS OF MIN.
ENGAGEMENT BEYOND -y
METAL STRUCTURE
INTERIOR
SEE GLAZING
DETAIL 1
1/4" MAX.
SHIM SPACE
II -T
g VERTICAL SECTION
3 SILL - STEEL STUD
FIN INSTALLATION
STEEL STUD
BY OTHERS
8 TEK SCREW
INSTALLATION
ANCHOR
PLy GEM
433 N. MAIN ST., PO BOX 559,
ROCKY MOUNT, VA 24151
W. 540484-6346 FX: 540.494-6683
C VERTICAL SECTION
EXTERIOR 17
19 INTERIOR 3 MEETING RAIL EXTERIOR I
13 I 10 13 I
I
O.A. WINDOW 5 11
SEE GLAZING O.A. WINDOW 5 I
HEIGHT 14 DETAIL 1 HEIGHT 14
PERIMETERPERIMETER
2 1/4" MAX. CAULKCAULK
BY OTHERS
SHIM SPACE BY OTHERS
EXTERIOR
FINISH
3 " MIN
EDGE DISTANCE
BY OTHERS • . . •:. • .
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ITEM NO. DESCRIPTION MATERIAL MANUFACTURER
1 FRAME HEAD ALUMINUM PLY GEM WINDOWS
2 FRAME SILL ALUMINUM PLY GEM WINDOWS
3 FRAME JAMB ALUMINUM PLY GEM WINDOWS
4 SASH HEAD ALUMINUM PLY GEM WINDOWS
5 SASH SILL ALUMINUM PLY GEM WINDOWS
b LOWER SASH JAMB ALUMINUM PLY GEM WINDOWS
7 UPPER SASH JAMB ALUMINUM PLY GEM WINDOWS
8 MEETING RAIL ALUMINUM PLY GEM WINDOWS
9 GLAZING BEAD ALUMINUM PLY GEM WINDOWS
10 VINYL INSERT VINYL pt,Y GEM WINDOWS
11 LIFT RAIL/GLAZING BEAD ALUMINUM PLY GEM WINDOWS
12 LOCK ALUMINUM PLY GEM WINDOWS
13 GLASS SHIM VINYL p1,Y GEM WINDOWS
14 SCREEN FRAME ALUMINUM PLY GEM WINDOWS
15 SCREEN SPLINE VINYL PLY GEM WINDOWS
16 SCREEN RETAINER ALUMINUM PLY GEM WINDOWS
17 SCREEN
18 'TILT LATCH ALUMINUM PLY GEM WINDOWS
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ITEM NO. DESCRIPTION MATERIAL MANUFACTURER
1 FRAME HEAD ALUMINUM PLY GEM WINDOWS
2 FRAME SILL ALUMINUM PLY GEM WINDOWS
3 FRAME JAMB ALUMINUM PLY GEM WINDOWS
4 SASH HEAD ALUMINUM PLY GEM WINDOWS
5 SASH SILL ALUMINUM PLY GEM WINDOWS
b LOWER SASH JAMB ALUMINUM PLY GEM WINDOWS
7 UPPER SASH JAMB ALUMINUM PLY GEM WINDOWS
8 MEETING RAIL ALUMINUM PLY GEM WINDOWS
9 GLAZING BEAD ALUMINUM PLY GEM WINDOWS
10 VINYL INSERT VINYL pt,Y GEM WINDOWS
11 LIFT RAIL/GLAZING BEAD ALUMINUM PLY GEM WINDOWS
12 LOCK ALUMINUM PLY GEM WINDOWS
13 GLASS SHIM VINYL p1,Y GEM WINDOWS
14 SCREEN FRAME ALUMINUM PLY GEM WINDOWS
15 SCREEN SPLINE VINYL PLY GEM WINDOWS
16 SCREEN RETAINER ALUMINUM PLY GEM WINDOWS
17 SCREEN
18 'TILT LATCH
Florida Building Code Online Page 1 of 2
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Product Aeeroval Menu > Plndhltt or Aeolkathon Searrll a A001kMon list > Applkafbn Detail
FL I FL14744-R1
Application Type Af irmatim
Cade Version 2010
Application Status Approved
Comment,
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Reyresentat"
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (or Standard)
Equivalence of Product Standards
Certified By
Ply Geta Windows
433 N. Main SL
Rocky Mount. VA 24151
540) 484-6463
dstammen@ptvgernwbxlows.com
Travis Arthur
tarthur®plygemwindows,com
Windows
Fixed
Certification Mark or Usbng
National Accreditation B Management Institute,
National Ameddatim & Management Institute,
AAMA/WDMNCSA 101/1.5.2/A440
ifal
2005
V I affirm that Mere are no changes In the new Florida Building Code which affect
my product(s) and my product(s) are In compliance with the new Florida Building
Cade.
Oocumentabon from approved Evaluation or Validation Entlly
Yes No N/A
FL14744 R1 COC SA14744 SS.adf
Product Approval Method Method I Optiah A
Date Submitted 03/06/2012
Date Validated 03/06/2012
Date Pending FBC Approval
Date Approved 03/09/2012
httn-Hfloridahuildin¢.orQ/nr/nr ann dtl.asnx?naram=wCiEVXOwtDaueufsxW4GVzZkWw... 9/19/2013
INSTALLATION NOTES:
I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN, UNLESS OTHERWISE STATED.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A
TOLERANCE OF 21/2 INCH OF THE DEPICTED LOCATION IN THE
ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. FOR INSTALLATION THROUGH 2X BUCK USE #10 WOOD SCREW OF
SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE,
6. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY,
OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116 INCH ELCO
ULTRACON OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH
MINIMUM EMBEDMENT.
7. FOR INSTALLATION THROUGH STEEL STUD USE R10 SELF TAPPING
SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM
ENGAGEMENT THROUGH STEEL FRAME SUBSTRATE.
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A
CORROSION RESISTANT COATING.
10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT
INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR
EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
11.INSTALLATION ANCHORS SHALL BE INSTALLED IN
ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED BY THE ANCHOR
MANUFACTURER.
12.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.53.
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90.
D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL
THICKNESS OF 33 MILS (20 GA.)
PLY GEM WINDOWS
BUILDER SERIES 705FL ALUMINUM FIXED
PRIME WINDOW
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE 2007 FLORIDA BUILDING CODE, EXCLUDING
HVHZ.
AAMAIWOMA/CSA 101/I.S.2/A440-05
2, ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,
2X AND STEEL STUD FRAMING AS A MAIN WIND FORCE RESISTING
SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED
PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF
THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND
MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF
SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE
REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE
WITH THIS DOCUMENT.
5, APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL: ALUMINUM 6063-T6
7, GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS.
SEE SHEET 4 FOR GLAZING DETAILS.
8, DESIGNATIONS X" AND "0" STAND FOR THE FOLLOWING:
X. OPERABLE PANEL
0: FIXED PANEL
TABLE OF CONTENTS
SHEET REVISION SHEET DESCRIPTION
L INSTALLATION 6 GENERAL NOTES
2 ELEVATION 6 ANCHOR LAYOUT
3 VERTICAL SECTIONS
4 HORIZONTAL SECTIONS 6 6"ZING DETAIL
5 BILL OF MATERIALS 6 COMPONENTS
DESIGN PRESSURE RATING
GLAZE TYPE SIZE DESIGN PRESSURE MISSILE IMPACT RATING
1 112" X 5311 40/-50 P5F NON -IMPACT
Digitally signed by Alex Spyrou
Reason: I am approving this
document
Date: 2011.08.11 12:52:15 -04'00'
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I FRAME HEAD/SILL/JAM8 ALUMINUM PLY GEM WINDOWS
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3 GLAZING BEAD INSERT VINYL PLY GEM WINDOWS
4 GLASS $HIM VINYL PLY GEM WINDOWS
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Businest- rofessina" i ° Approval
trseR: RrWI[ IISer
Regulation
Product Aooroval Menu > Application List> Appliotorh Detail
FL if FL12198-R2
Application Type Revision
Code Version 2010
Application Status Approved
Approved by OBPR. Approvals by DOM shall be reviewed and ratified by the POC
and/« the Commission if necessary.
Comments
Archived
Product Manufacturer KAYCAN LTO
Address(Phone/Email 1 Memorial Drive
Rkidbrd, VT 05476
406) 553-6818 Ext 0
alex.)ovanovk®kpproduc6.eom
Authorized Signature Jovanovlc Alex
alex.Jovanuvit®kppmdutts.com
Technical Representative Alex Jovanovk
Addrets/Phone/Emall 1 Memorial Drive
Richford, VT 05476
416)553-6618
alex jovanovk®kpproducts.com
Quality Assurance Representative Alex Jovanovit
Address/Phone/Enall 1 Memorial Drive
Rkword, Vr 05476
416) 553.6818
alex.)ovanovic®kpproducs.com
Category Parcel Walls
Subcategory Softs
Compliance Fletthod Certification Mark or Using
Certification Agency Miami -Dade OCCO - CER
Validated By Miami -Dade BCCO - VAL
Referenced Standard and Year (of Standard) dam
TAS 202
TAS 203
Equivalence of Product Standards
Certified By
Product Approval Method Mettod 1 Option A
Date Submitted 08/20/2012
Date Validated 08/21/2012
Date Pending FOC Approval
Year
1.994
1994
httn:Hfloridahuildinu.oru/nr/nr ann dtl.asnx?naram=wCiFVXOwtDouk24A11C%2fEHMo... 9/19/2013
IKAYCAN BUILDING PRODUCTS
SPL60016"ALUMINUMSOFFITm VENTED
INSTALlUTIONANCIHORAGE.DN.TMLS
1. THIS PRODUCT HAS BEEN TESTED AND OESIGNEO TO COMPLY WITH THE 4010 FLORIDA BUILDING
CODE (FOC) INCLUDING THOSE SECTIONS OF THE FOC PBRtAINING TO THE HIGH VR$ACITY
HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURE(S) STATED HEREIN. THE PRODUCT WAS
tESTED TO TAS -202 AND TAS.203. IMPACT TESTING TO TAS,201 IS NOT RQUIRED FOR SOFFIT.
STRUCTURAL TEST RESULT$ BASED ON TAB 202 WERE DIVIDED 6Y 1.6 AS REQUIRED BY 2010 FSC.
SECTION 171 6.6.4 AND 2010 FRC, SECTION 8816.4.
2. THE PRODUCT DETAIL$ CONTAINED HEREIN ARE SASEG UPON SIGNED AND SEALED
ARCHITECTURAL TESTING REPORT 1166882.02-122.18, INCLUDING ASSOCIATED LABORATORY
STAMPED DRAWINGS.
9. ADEQUACY OF THE EXI8TINQ STRUCTURAL CONCRETE. MASONRY AND WOOD FRAMING
COMPRISMG THE ATTACHMENT SUBSTRATE FOR THE SOFFIT SHALL BE DETERMINED TO BE
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THAT STRUCTURE
AND 18 THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT.
4. OVERHANG RECEIVING ALUMINUM SOFFIT SHALL BE CHECKED FOR STRUCTURAL IkADEQUACY,
CRACKS OR DEFECTS THAT SHALL 89 ELIMINATED.
S. INSTALLATION OF SOFFIT ACCESSORIES AND ACCESSORIES SUCH As CORNER POSTS, STARTER
STRIPS. AND TRIM AROUND OPENINGS SHALL 9E DONE IN ACCORDANCE WITH THE 2010 FLORIDA
SUIOLING CODE AND THE MANUFACTURER'S INSTRUCTIONS.
6, SITE CONDITIONS THAT DEVIATE FROM THE DETAILS OF THIS DRAWING REQUIRE FURTHER
9NGINEERING EVALUATION BY A LICENSED ENGINEER OR REGISTERED ARCHITECT,
7. LABELED IN ACCORDANCE WITH 2010 FBC, SECTION 1716.9.2 AND 2010 FRC. SECTION 8816.2.
S. SOFFIT NET FREE AREA IN ACCORDANCE WITH 2010 FOC, SECTION 1716.9.1 AND 2010 FRC. SECTION
8816.1.
S.I. 9.7 SQ INCHAJN6AL FT.
Itl iaN NO?Es
1. ANCHORS BHALL.80 THE TYPE, SIZE, OM13EDMONT AND
EDGE DISTANCE SHOWN HEREM FOR RESPECTIVE
SUBSTRATE.
2. INSTALLA71ON ANCHORS SHALL 13E AS SHOWN ON THE
BATTEN INSTALLATION° AND -SOFFIT INSTALLATION'
SECTIONS ON SHEETS 3 AND 4.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE
WALL FINISHES ONMUDING 13UT NOT UMITED TO
STUCCO, FOAM, BRICK VENEER AND SIDIN%
4, FOR INSTALLATION OF BATTEN TO WOOD STRUCTURE
USE 118 x 31 WOOD SCREW OR 118 x 3' TAPPING SCREW.
PLACE ONE SCREW PER LOCATION AND MAXIMUM 24"
O.C. ALONG BATTEN LENGTH.
S. FOR INSTALLATION OF SOFFIT TO BATTEN USE 0.12"
DIAMETER x 1-112" LONG SMOOTH. SCREW OR RING
SHANK ROOFING NAIL WITH U• DIAMSTER HEAD.
6. ALL FASTENERS $HALL HAVE CORROSION RESISTANT
COATINGS OR BE MADE OF CORROSION RESISTANT
MATER COMPATIBLE WITH THE SUBBTRATO
BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL
1 SP -600 16" VENTED SOFFIT ALUM. 3004-1-119
2 F—CHANNEL ALUMINUM
3 6" FASICA ALUMINUM
4 0.12" DIAMETER x 1-1/2" LONG ROOFING NAIL WITH 3/8" DIA,
HEAD. USED TO ATTACH SOFFIT TO BATTEN STEEL
5 8 x 3" WOOD SCREW OR #8 x 3" TAPPING SCREW. USED TO
ATTACH BATTEN TO WOOD STRUCTURE STEEL.
6 12" x 2" WOOD BATTEN WOOD
I. KAYCAN BUILDING PRODUCTS ALUMINUM SOFFIT IS
MANUFACTURED 9Y ALUMINUM PRODUCTS, 3076
TRANS -CANADA HWY, POINTE -CLAIRE, QC HOR 184.
CANADA.
2. $R80018'SOFFIT .VENTED
2.1. MATERIAL: ALUMINUM S004 -H19
2.2. WALL THICKNE88: 0 016•
2.3. PANEL LENGTHS. 17 - T LONG
3. TRIM
3.1 F-OHANNEL
3.1.1 MATERIAL: ALUMINUM
3.1.2 WALL THICKNESS: 0.022'
3.2 FASCIA
3.2.1 MATERIAL ALUMINUM
3.2.2 WALL THICKNESS: 0.022
TABLE OF CONTENT
SHEET DESCRIPTION
1 GENERAL AND INSTALLATION NOTES. B.O.M. AND D.P. CHART
2 APPROVED SOFFIT PROFILE AND COMPONENTS
3 SOFFIT INSTALLATION AND CROSS SECTION
4 SOFFIT INSTALLATION SECTION
DESIGN PRESSURE (PSF) RATING
SOFFIT MODEL DESIGN PRESSURE (PSF)
SP -600 16" ALUM. VENTED SOFFIT W/F—CHANNEL 55.OPSF/-35.Opsf
r
IL
a
RobM J. AMMUM P.E.
Flodda P.H. M 48762
110 4
STATE OF
0 R 190" p%g
Aiusl fG—.
335
16.515"
V
t
V
0.045"
a
o o° o
o o° o°
a4
o° o°a o°a
21 1/2" MAX. o
PANEL LENGTH
ooa
0
0°
0
0°°
0
11
0
963" 5.294" I
335
16.515"
16.515"
5.125"
0.251 "
4.272"
0.381" x 0.015" .
3757 1.102 '
RIB
EMBOSS
B00 16" VENTED SafFIT
Aw aNuu aooaNto nota• r+lac
12"
22'
4°
1.84"
861"
6"
1.25"
3-
4WMNUN 0.0ss• TIm
375" 1.438"
442"
75"
2 UW*W 0.02e „HU
s
W000
d; t
3
r
o°
a4
o° o°a o°a
oon aouooa000
0 0 0 0 o a
o° o° a°o a°o
o°a o o°o o°
16.515"
5.125"
0.251 "
4.272"
0.381" x 0.015" .
3757 1.102 '
RIB
EMBOSS
B00 16" VENTED SafFIT
Aw aNuu aooaNto nota• r+lac
12"
22'
4°
1.84"
861"
6"
1.25"
3-
4WMNUN 0.0ss• TIm
375" 1.438"
442"
75"
2 UW*W 0.02e „HU
s
W000
Robert J. Ammwo. P.E.
FkWs P.E. No. 40762
No
STATE OF
C.,
OR OP
d; t
3
r
a4
Robert J. Ammwo. P.E.
FkWs P.E. No. 40762
No
STATE OF
C.,
OR OP
21 1/2' MAX. WIDTH
2 x 2 BATTENS
TYPICAL
4J
8 x 3" WOOD sC
TAPPING SCREW, BATTEN
ATTACHMENT FASTENER SPACED
24" MAX. O.C.
1MUM SOUTHERN
E TIMBER
MING
INS'T'ALLATION CROSS SECTION
3 IF AND 13" soFm
7 1/
21'
4" MAX. MINIMUM SOUTHERN PINE
10" MAX. O.C. O.C. O.C. TIMBER FRAMING ® 24" O.C.
Q
8 x 3" WOOD SCREW OR
TAPPING SCREW, BATTEN
ATTACHMENT FASTENER
SPACED 24" MAX. O.C.
W
FASCIA WALL
0 3
8 x 3" WOOD SCREW OR
TAPPING SCREW, BATTEN
2 x 2 BATTENS ATTACHMENT FASTENER SPACED
O TYPICAL 24" MAX. O.C.
1" MIN.
EMBED
4 0
INSTALLATION NAILS, TYP. 16" ALUMINUM SOFFIT NELF' (
D210" MAX. O.C. SPACING
ALONG SOFFIT LENGTH
2 x 2 BATTENS
TYPICAL
4J
8 x 3" WOOD sC
TAPPING SCREW, BATTEN
ATTACHMENT FASTENER SPACED
24" MAX. O.C.
1MUM SOUTHERN
E TIMBER
MING
INS'T'ALLATION CROSS SECTION
3 IF AND 13" soFm
V.
y1n with Hw rIo"
4bn
2-a124-6$
is
M
R W J. A MUM PAL
FlorIft P.E. N0. 49762
No 49752 `6-01
o0 SiATE OP• IO •
OR
i.S ONAI..
N
W
V.
y1n with Hw rIo"
4bn
2-a124-6$
is
M
R W J. A MUM PAL
FlorIft P.E. N0. 49762
No 49752 `6-01
o0 SiATE OP• IO •
OR
i.S ONAI..
I
CITY OF SANFORDiDNOV11209jBUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 3 — D -Z Documented Construction Value: $
Job Address: Z 249 Pn.-7 ee 4t,^ -e- Historic District: Yes No &
Parcel ID: Zoning:
Description of Work: W ire- 0±,-j Sr tZ
Plan Review Contact Person: Title:
Phone: 407 3Z1 fay 4 q Fax: E-mail:
Name
Property Owner Information
Phone:
Street: Resident of property? :
City, State Zip:
Contractor Information
Name UMI+%e. Eleri-r%c- 7Lr,,L Phone: x/07 3Zi gtlyN
Street: PS 'Qv,r,, Fax:
City, State Zip: f L 32'rX y State License No.: £ le Oy 154 Z
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit
Square Footage: 1-359
No. of Dwelling Units:
Architect/Engineer Information
Phone:
Electrical 1` YR
New Service - No. of AMPS: 150
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type: C13
Flood Zone:
Plumbing
No. of Stories: I
New Construction - No. of Fixtures:
Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads:
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. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. 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 of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
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 1D Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 11.08
UTILITIES:
FIRE:
11.11 L3
Signature of Contractor/A ent Date
ONV in, E6J,-S
Print Contractor/Agent's Name
Signature of Notary -St a'l Q;d ' ' ""I,Date
c• SON F fPlyF •.'f
n
Z• a .bc
co i l4
Contractor/A" ewt S irly Known to Me or
Produced ID
to;
cof,15 L 66
WASTE WATER:
BUILDING:
CITY OF SANFORD BUILDING SERVICES
Residential Re -Roof
Hurricane Mitigation Inspection Affidavit
Permit #: 13--23(91
1, Id laq-4CC -5. 1 I/LS hereby acknowledge that I personally inspected
Roof deck nailing and/or Secondary water barrier work
at 7-47-16 Pet A/CeTVM AVEand have determined that the work
Job Site Address)
was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.)
I certify that my statements herein are true and accurate to the best of my belief and that I fully
understand that making any false statements in writing with the intent to mislead a public servant in the
performance of his or her official duty shall constitute a misdemeanor of the second degree pursuant to
Sect' 83 .06 F
e::A& III?? LWI
Signature of doriiiactor Date
M104,WL51 W6 -5`i CC-Co01010
Printed Name of Contractor License #
License Type: General . Building Residential . Roofing Contractor
or any individual certified in accordance with F.S. 468 to make such an inspection.
STATE OF FLORIDA COUNTYOff' jlJ7 fG
Sw rn o (or affirme ) and ribed before me this day o 20 /-1 by
who is ' ersonal y ow m r has Produced (type of
ident' io as
SEAL)
ignature of Notary PublicD VA C. CAMERON
St to f Flo da .; C urksim# EE 185655
Exoms Apr01, 2016
bWTWTmy Fin kmwa60D3"19
rint/Type/Stamp Name
of Notary Public
3
V9
I OCT 3 12013
I
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 13 — uo (o I Documented Construction Value: $ W -L0.03
Job Address: 2y Z> P r• i , c A-, / Q
v--C , Historic District: Yes No
Parcel ID: Zoning:
Description of Work:
Plan Review Contact Person: Title:
Phone: Fax: E-mail:
Property Owner Information
Name -OAZc-f .-,r fi a}•y.. Phone: 4' - ' Sb • 0%-)
Street: 3 Z 1 J9 t.rL Resident of property? : r,o
City, State Zip: L M Fl_ 3 1-7 -
Contractor Information
Name Phone;
Street: Po Qc7c III-) Fax: _
City, State Zip: Jr,,. -i, Nr r— L 7 t-7 -:)1 State License No.: C " C oS
Architect/Engineer Information
Name: Phone:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit 0
Square Footage: _
No. of Dwelling Units:
Electrical O
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
New Service — No. of AMPS:
Mechanical 0 (Duct layout required for new systems)
No. of Stories:
Plumbing
New Construction - No. of Fixtures
Fire Sprinkler/Alarm 0 No. of heads:
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
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. 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 of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required irl order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
signature orOwner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING: UTILITIES:
ENGINEERING:
COMMENTS:
Rev 11.08
FIRE:
Signature of ntractor/Agent D11c
a S/-.-1+
Prim Contractor/Agent's Name
j,
Signature of Notary -State of Florida Date
MA Y. HALL
Cho Rm nMIon # EE 139759
Wros Feb=rY 1, 2016
1MuTAYFrnhwwalOOJ*109
Contractor/Agent is Personally Known to Me or
Produced 1D Type of ID
WASTE WATER:
BUILDING:
ADVANTAGE PLUMBING, INC
PO Box 1117
Sanford, FL 32772-1117
407-323-7515
Fax• 407-323-8954
PROPOSAL
Peltzer Construction
2428 Princeton Ave
Sanford, FL
1357
PROPOSAL SUBMITTED TO: PHONE DATE- 10-15-13
NAME- Peltzer Construction JOB NAME. Model 1357; REVISED
Michael Peltzer: 407-756-0951
bpgoal@bellsouth.net
We hereby submit specifications and estimates for.
2 Water Closets, Mansfield, elongated.
2 Lavatories, round, china.
1 Kitchen Sink, Dayton Elite DSE., stainless steel, double bowl.
2 Tubs, enamel, steel.
1 Hot Water Heater, electric, 50 gallon.
1 Laundry box.
1 Ice maker line.
3 Hose Bibbs.
1 Disposal, Badger V.
Hookup owner provided dishwasher.
Sewer and water service.
CPVC water piping.
Moen Eva BN 4" center valves.
Moen 67315CSL kitchen sink valve.
Matching drains and supplies throughout.
We hereby propose to furnish labor and materials — complete in accordance with the above specifications. for the sum of:
Four thousand eight hundred twenty dollars $4,820.00 with payment to be made as rollows
All material is guaranteed to be as specified. All work to oe completed in a workmanlike
proposal subject to acceptance within 30 days and is void thereafter at the option of the
Authorized
The above prices, speciricauons and conditions are hereby accepted ;Yo
made as outlined above.
ACCEPTED: Signature
Date Signature
to standard pra>ttices. This
are authorized to do the work as specified Payment will be
l
D CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: /3 tsl I Documented Construction Value: $ 4111.0-0
Job Address: -t d`-f ` f i Y1C A)e_ Historic District: Yes Nox
Parcel ID:
Description of Work: _J.RfS- LU lk
Plan Review Contact Person:
Phone: Fax:
Pr
Name ]IA P-,
Street:
City, State Zip:
Zoning:
Title:
E-mail:
Owner Information
Phone:
Resident of property?
Contractor Information
l l Q'
Name b - r C. \ r C , Phone: `'70- r '5`3Q0 L)
Street: ASCD Fax: 0`7 - ?J' 5 ?J
City, State Zip: 50 N- YJ 02% State License No.: uzz
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit 0
Square Footage:
No. of Dwelling Units:
Electrical O
New Service - No. of AMPS:
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
Mechanical O (Duct layout required for new systems)
Plumbing O
No. of Stories:
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm O No. of heads:
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. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. 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 of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitt , e reserve the right to calculate the
plan review fee based on past permit activity levels. Should c lculated c r es eed the documented
construction value when the executed contract is submitted, cre ' will be i t r permit fees when the
permit is released. /
II'3
Signature of Owner/Agent
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
Rev 11.08
UTILITIES:
FIRE:
of
ROBERT G. DELLO RUSSO
Date
Print Contractor/Agent' Name
odi )0-0), >
Signature of Notary -State of Florida Date
MIRINDAC.lURNER
MY COMMISSION A EE 080788
EXPIRES: June 14,2015
lN;h - eo dW TN NMery PuWk Undetwtlten
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
WASTE WATER:
BUILDING:
4DEL—AIR
ta
qww p86 532 ; -
AIR CONDITIONING • HEATING • REFRIGERATION, INC. vaeraco. :2 6. 6 .5;
State Certification Ucense MCAC 032448 i Vww.delalr.cOm !
SALES AGREEMENT 531 Codisco Way I
Sanford, Florida 32771 INSTALLATION
TO: BUS. PHONE:
ADDRESS: MS West RES. PHONE: 407-756-0951
ADDRESS: 321 Bush Hill Ct DATE: 10/29/2013
CITY/STATE/ZIP: Lake Mary, FL 32746 TOWN OR CITY:
Revised
JOB NAME: PLAN:
JOB LOCATION: Model 1357 6
HVA46i (with' CarrleilBase-
PLAN NAME
i1[ EER F,B4CNF030.;wdhk25M8C330
TONNAGE SEER HSPF ._
FAN/FAN-LIGHT
COMB PRICE
Model 1357 2.5 13.00 7.70 2/0 ? $4,111.00
PRICES GOOD FOR 6 MONTHS
Equipment to be CARRIER Heat Pump °C
Pricing includes bath duct with (2) standard bath fans, (1) dryer vent box, (1) dryer venting through roof,
1) 7" range duct, and (1) programmable thermostat (TH6320U1000DAG).
Option Pricing if bid with (2TNutone QTREN080 Quiet bath fans, Add $390.00. —`
For any interior kitchen hood that has a fan greater than 400cfm – Please add $ 475.00 for a Broan MD8TU.
For any interior kitchen hood that has a fan greater than 1000cfm – Please add $ 875.00 for a Broan MD8TU and MD6S.
Ear any interior kitchen hood. -that has a.fan.grEater-than1500cfa---Special provisions must be -made.
DEL -AIR must be notified of any interior hood that greater than 400cfm BEFORE rough -in.
Ducting to be fiberglass flex system. Supply air outlets to be Adjustable Metal Grilles. Del -Air to
provide 11 supplies and 5 returns.
Electrical line voltage to equipment by builder. Low voltage wire to equipment and thermostat
by DEL -AIR. Concrete pad to support outside unit by others. Underground 4" chase for air '
conditioning lines by plumber. Platform by Builder. '
Warranty: Includes one year labor service by DEL -AIR. Parts & components warranty per
manufacturer's limited warranty.
Payment Schedule: 50% due on rough -in, balance due on equipment set and trim out. Net 7 days.
All invoices beyond 7 days will be charged 2% interest per month.
I hereby accept the terms and conditions of this contract as set forth on the reverse side of this sheet and I do hereby order the Installation of the above described equipment.
DEL -AIR HEATING, AIR CONDITIONING, REFRIGERATION, INC.
BUYER'S NAME
BY DATE - - - — - - -
MS West
DATE - - _ -SIGNATURE