145 8th St alteration revision permit y.s k CITY OF ATLANTIC BEACH
f
OFFICE COPY 800 Seminole Road
:J 'J Atlantic Beach,Florida 32233
V Telephone(904)247-5800
FAX(904)247-5845
ft 9 REVISION REQUEST SHEET
ate: 12v 20 I'1 Received by: Resubmitted:
itN ber. AA - 2�Z�
Origins ans Examiner. Project Name: RENOV A'r,W
Project Address: 1+5 R-Fk c+ ee+
Contractor: I 'rn SeI�-h'nnsi Inc. Contact Name: 'TFFFrcEv SELLERS
Contact Phone: Z14 - 5333 Contacte-mail: 4e4a rtrtici' 1 4 one cc-
Revision/Plan Check/Permit Fee(s)Due: $ SU.o o
Description of Proposed Revision to Existing Permit:
Fe/ 0 V A I hND RCC 10%Tr-VC-TI ow OF POOF 2mb FLOnR
ADD 1UN NEW Pxrer. ORyv "DOWS E
Additional Increase in Building Value: $ 1 BO) 000 . 00 Additional S.F. 1000 SF
Site Plan Revised: No Public W/U Approval:
By signing below.I(Vmmnme) 7EFfEe4 SES -E" affirm that the above revision
is inclusive of the proposed chang�
2j(
Signatureo�v ntrac or/Agent(cmvacror mvA rigs iri e) Date: L
V11--y _.,
JAN 2 7 2017
AOPro�sd: Releckd: iNdiaM by:
Plan Review Comments: 1
Errrgil2d RpView Goa.menl3 /-3/-/7. drlci>+d/ Permtd- Valves fd
increa)e d" ft Se recta in Sob v K.es Cgloo aoo) + /re�r s:oq
<e
De artment review re aired Yes No
Id,:
ammn0&Zomnp
ree mi Plans Examiner
Public Works
Public utilities !- 3/'/ 7 _
Public Safety
Fire Services Datemmm�e h..,
CITY OF ATLANTIC BEACH
J �I 800 SEARNOLE ROAD
ATLANTIC BEACH,FL 32233
V 3'� OFFICE COPY (904)247-5800
BUILDING DEPARTMENT REVIEW COMMENTS
Date: 1-31.2017
V
: 16-RAAR-2723 Site Address: 861687 Gateway Blvd.-Suite
ress: 145 81h St.,A.B. 101B,Amelia Island,FL 32034
1 Phone: 714-5333
Email: 'eff constructionsolutiow.cc
Homeowner: Jeff Sellers
Applicant: Construction Solutions,Inc.
Correction Comments: These comments are from 1 of 2 Departments that are
reviewing this application.
1.
compliance and sitar v r
D X7. 4 /7 m0
2. a mg acurre
system. If not, submit Form R402-2014, FLORIDA BUILDING CODE, a
ENERGY CONSERVATION, Residential Building Thermal Envelope
roach,which ou can fill out ours 2 co ies.
a•a•n ..
. Fill out the Flori a ro uc pprova orms rom the Building Department
for all components and cladding products. Numbers cannot end with an.R-
value. Must be a and
number or end in a decimal. 2�
rn�
Mike Jones
Building Inspector/Plan Reviewer
City Of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233-5445
Ofc (904) 247-5844
Fax (904) 247-5845
Emclil<cl QPview co,, f^ 41 1-31-17 s' y V—M
!J
. ..... CITY OF ATLANTIC BEACH
800 Seminole Road
tft Atlantic Beach,Florida 32233
s Telephone(904)247-5800
FAX(904)247-5845
`1fi S) REVISION REQUEST SHEET
Da : 2 1'7 Received by: Resubmitted:
Pe be : v' RAA2- 2'723
Original Plans Examiner. Project Name: RFNovfru o7J
Project Address: ItFS &M, STit68r
Contractor: n scrRa rr o,l C,t,,4 :,,Mc Juc Contact Name: FEF Rt�t 5
Contact Phone : Caot e-mail: s e�i.c-hb>7 v sc .c'{
Revision/Plan Check/Permit Fee(s)Due: IS-01 00
Description of Proposed Revision to Existine Permit:
FL R-n u
A5 PEP- Pu4+V R�� confa,�zgS
Additional Increase in Building Value: $ '�/� Additional S.F. ��
Site Plan Revised: Public W/U Approval:
By signing below.I(prim nnmry affi m that the above revision
is inclusive of the proposed chat es.
Signa M f m or Agentwonaswr uAsignifinc i"v Mfim) Date `G
oo �t Oma Use Omy
ApproveJ: _ Rejand: Named by: y .�
Plan evww Continents:
vin s 122�C/•l�v�
' Plan s �vn has issvoR
rfmant review ulred as No
8uildin
TWn—nir—g—L Zoning
Tree Administrator Plena Examiner
Public Works
Public Utilities
Public Safety
Fire Services Date canesrmrs....:
CITY OF ATLANTIC BEACH
J3 9 800 Seminole Road
J Atlantic Beach,Florida 32233
s) Telephone(904)247-5800
FAX(904)247-5845
REVISION REQUEST SHEET
Date: Received by: Resubmitted:
Permit Number: ) .—R — ala
Original Plans Examiner: Project Name:
Project Address: l t(S d4"`t
Contractor: ' t,r, v Contact Name: .r 1
Contact Phone : Cgo9 uq— 333 Contact e-mail: e
Revision/Plan Check/Permit Fee(s)Due: S
Description of Proposed Revision to Existing Permit:
C 'Y�n.rin�t—_�rl„_�.,..,.�a. n)fj]g See feeA �Ilita�`n r9�..•b es., .g
Additional Increase in Building Value: $ — Additional S.F. QIA
T
Site Plan Revised: Public W/U Approval:
By signing below. I(pant naps) affirm that the above revision
is inclusive of the Proposed changes.
Signature of Contractor/Agent(cmunsw rn a sip if immm in vane inn) Date
omce Use only
Dac: Ar AM.d: >-- R.,c : Natifulby:
Plan Review Comments:
Department review re ulred Yea No
nning&Zoni
Tree Plans Examiner
Public Works
Public Wi0es
Public Safety
Fire Services Date o.+.,.ss n.s..:
ZONING REVIEW COMMENTS
City of Atlantic Beach
Community Development Department
800 Seminole Road Atlantic Beach,Florida 32233-5445
Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us
Date: 2/22/17
Permit: 16-RAAR-2723 Applicant: Construction Solutions
Review: 2nd Address: Not Provided
Site Address: 145 8'h St Phone: (904) 714-5333
RE#: 170323-0000 Email: jeff@constructionsolutions.cc
orrection Comments
1 Building Width: The overall building width is shown to be wider than the existing floor plans. Now
that the property dimensions are known from the survey, the dimensional difference in width between
existing and proposed plans is significant relative to setbacks. While this is likely a drafting error, the
plans will need to be revised so that the proposed plan matches the survey and existing plans, which
ady match.
id Yard Projections: Section 24-83(b) limits side yard projections into side yard setbacks,including
roof overhangs, to 24". The required side yard setbacks for this property are a combined 15 feet with a
minimum of 5 feet on one side. While the existing house is slightly crooked on the property, it is sited
th 7.5 foot side yards m each side for a total of 15 feet.This means that the existing structure is at the
std yard setback limits and any projections into the side yards from the existing structure are limited to
24 in es.The proposed roof projections double this allowance. Please revise the plans accordingly.
Derek W. Reeve
�� V�'& 0 P P I
Planner
dreeves@coab.us
CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic Beach,Florida 32233
Telephone(904)247-5800
FAX(904)247-5845
Uf D
REVISION REQUEST SHEET
Date: I I ZG 2oi-1 Received by: Resubmitted:
Perm,itN tuber: Ib - IZAAR - 272 ,
Original Plans Examiner: Project Name: RENOVAT-ON
Project Address: 14-5 94k S-Fre e-F
Contractor: Ing. Contact Name: -REE9E4 Se�L-efzc
Contact Phone : QQ llr4 - 5333 Contact e-mail: C; cen6ir-.fL'I'an<Ol u4ons c�
Revision/Plan Check/Permit Fee(s)Due: $
Description of Proposed Revision to Existing Permit:
REMOva L AND ION OF ROOF Zro FLOOR
ADD- Y-oN . NEW exleiLtnta ry-hrDUWS S, boo F_i ,
Additional Increase in Building Value: $ 160i 000 . 00 Additional S.F. I000 SF
Site Plan Revised: N O Public W/U Approval:
By signing below.l fydm amne) TEFF p-EY SJ El-i-e" affirm that the above revision
is inclusive of the proposed changes.
Signature O�C ntrac or/Agent(eantrx-ormOm sign if immure in valwi Wo Da[
r �J V
office UM Only
JAN 2 7 2017
DOW:. AppmvW: RjectM: ko-ifie0 by: --�IU
Plan Review Comments:
De re artment review ulted Yes No
wlding �
ann ng 8 Zon ng
reg mi Plans Examiner
Public Works
Public Utilities 2./i' V
Public Safely
Fire Services Date omavmu a...v
ZONING REVIEW COMMENTS
City of Atlantic Beach
Community Development Department
800 Seminole Road Atlantic Beach,Florida 32233-5445
Phone: (904)247-5826 Fax: (904) 247-5845 Email: dreeves@coab.us
Date: 2/9/17
Permit: 16-RAAR-2723 Applicant: Construction Solutions
Review: 1't Address: Not Provided
Site Address: 145 8f°St Phone: (904)714-5333
RE#: 170323-0000 Email: jefP@constmctionsolutions.cc
Correction Comments
1. Survey: Section 24-67(c)requires a certified survey. Please provide a certified survey.
2. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's
roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall
height on plans.
3. Setbacks: Section 24-67(c) requires a site plan showing setbacks. Please provide a site plan showing
setbacks from all new elements to property lines.
4. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of
this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were
removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an
Affidavit of No Tree Removal. Both fors are available on the city website under "Planning and
Zoning"and at City Hall.
Correction Comments
5. Building Width: The overall building width is shown to be wider than the existing floor plans. This is
questionable structurally, but may also violate setbacks once a survey is received and property
dimensions are known.
6. Side Yard Projections: Section 24-83(b) limits side yard projections into side yard setbacks,including
roof overhangs,to 24".Please show that this requirement is being met or revise plans accordingly.Based
on the overall width of the building and the dimensions of the lot from the Duval County Property
Appraiser,the roof overhangs will likely violate this requirement.
Derek W. Reeves `A
Planner
dreeves@coab.us E�`�`
ZONING REVIEW COMMENTS
City of Atlantic Beach
z Community Development Department
800 Seminole Road Atlantic Beach,Florida 32233-5445
Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us
Date: 2/9/17
Permit: 16-RAAR-2723 Applicant: Construction Solutions
Review: pt Address: Not Provided
Site Address: 145 8" St Phone: (904) 714-5333
REN: 170323-0000 Email: jeff@constmctionsolutions.cc
Correction Comments
/1. Survey: Section 24-67(c)requires a certified survey. Please provide a certified survey.
,/2. Height: Section 24-17 requires height to be measured from grade to the highest point of a building's
roof structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall
height on plans.
✓3. Setbacks: Section 24-67(c) requires a site plan showing setbacks. Please provide a site plan showing
setbacks from all new elements to property lines.
/4. Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees removed within 2 years of
this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were
removed in the last 2 years. If no trees are to be removed or were removed, then please fill out an
Affidavit of No Tree Removal. Both fors are available on the city website under "Planning and
Zoning"and at City Hall.
Correction Comments
x/5. Building Width: The overall building width is shown to be wider than the existing floor plans. This is
questionable structurally, but may also violate setbacks once a survey is received and property
dimensions are known. NO INCQM9P oft ENJGM-66-mgw OF BOIu Pltiy
,/6. Side Yard Projections: Section 24-83(b) limits side yard projections into side yard setbacks,including
roof overhangs,to 24".Please show that this requirement is being met or revise plans accordingly.Based
on the overall width of the building and the dimensions of the lot from the Duval County Property
Appraiser,the roof overhangs will likely violate this requirement. SEE E /A t C . o V Fp H4A,
vN�y EK E* DS IN7ll RECivt QED yhQD 't IB- ttxtltzS .
Derek W. Reevesf
Planner
dreeves@coab.us I i FEB 1 0 2017
TREE & VEGETATION AFFIDAVIT FFR 1 0 ;p+7
City of Atlantic Beach
Department of Community Development
Planning&Zoning Division
800 Seminole Road Atlantic Beach,FL 32233
(P)904247-5800 (F)904247-5845 PERMIT# 16-RAAR-2723
SECTION I--APPLICANT INFORMATION Fc Owner(s) r Legal Authorized Agent-
NAME OF APPLICANT Jeffrey B.Sellers
NAMEOFCOMPANY Construction Solutions,Inc.
ADDRESS OF COMPANY 961687 Gateway Blvd,Suite 101 B,Amelia Island,FL 32034
PHONE 9042618703 CELL 9047145333 EMAIL jefflpconstructionsolutions.cc
CONTRACTOR CERTIFICATION NUMBER CGC1517261
ATLBCH BUSINESS TAX RECEIPT NUMBER
SECTION II-SITE INFORMATION
STREEF ADDRESS OF PROPERTY 1458th Street,Atlantic Beach,FL 32233
Hanadd hasnorb n anignedw thlspapnry.v,owathemsuilding Deportmenrat(904)247-5826 wrmmtonaddress.
LEGAL DESCRIPTION Lot 8,Club Manor,Plat Book 25,Page 62
LOT BLOCK SUBDIVISION
REAL ESTATE NUMBER LOT OR PARCEL SIZE: 7,700 SOFT 0.18 AC
RESIDENTIAL x COMMERCIAL OTHER(SPECIFY)
1 affirm that I have reviewed the provisions of Chapter 13, "protection of Trees and Native Vegetation"of the Municipal Code of
Ordinances for the CIN ofAtlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those
regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed
from the above-des ribedoradjacentproperties in conjunction with this project.
SIGN UR SIGNATURE OF OWNER
---- eland-swam-b eter4mesnthi0&Ndayof >;e�,,,,,,,,,, , �_,by Stateof fjorir)•a•.�
SPIIPrC s�} County of Nis cT
Identification verified: FL 1)f\YerS L1 az�
Oath sworn: rX.Yes� (— No
ML
MAGIG:Y9104 042899 ry Sin ure
"rvwemum�+nm MyCommissionexpires: QGjt)�acf'a-7�'', a,oaC�
MAP SHOWING BOUNDARY SURVEY OF
LOT C8,LAT
THENPLAT OF
AS RECORDED IN P�T BO25, P GE(S) 62 OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CERTIFIED TO: JEFFERY B. SELLERS AND CARRIE SELLERS, ROMEGUARD TITLE 6 TRUST, LLC,
FIDELITY NATIONAL TITLE INSURANCE COMPANY AND EVERBANK
LOT 2 LOT 3 LOT 4
N 857112• E DOW (M)
I I o.r N 85.32'15" E 70.00' (R)
UNE
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SCALE: 1" 20• DRAFTER WF 5 P'xis :KINT —D Erc.Emm A. . (IENRK Mwc
NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
OFFICE COPY
//�Z yS r7
CONSTRUCTION SOLUTIONS,INC
F.NGI amiiiNG•TESTING•PROJECT MANAGEMENT
w .constmctionsolutloue.cc
February 21,2017
City of Atlantic Beach Building Dept.
C/O Mike Jones via electronic mail: miones(&coab.us
800 Seminole Road
Atlantic Beach,FL 32233
Foundation Memorandum
Sellers Residence Renovation
14S 8th Street
Atlantic Beach,FL 32233
As we understand,the Building Official has requested a letter regarding the existing foundation
of the above property as it relates to the current renovation plans.According to the obtained
archived construction documents prepared by Fred L.Ahern(circa 1956),the original residential
structure was designed and constructed as a single-story building with a conventional wood-
framed roof,8-inch concrete block(CMU)exterior walls,on cast-in-place 8-in x16-in concrete
footings w/(2)#5 continuous.
We have spot checked the existing footing conditions in a few locations and understand the
approximate footing dimensions are closer to 10-in x 24-in. Further,we have performed a load
analysis of the proposed structure on the existing foundation and determined the maximum
resultant bearing pressure is 1190 PSF,and the minimum allowable soil bearing pressure is
assumed to be 2000 PSF.Thus,the actual loads do no exceed the allowable limits.Therefore,we
believe the current concrete foundation is acceptable.
If you have any questions concerning this memorandum,please do not hesitate to contact us.
Sincerely, '.
Jeffrey B.Sellers,PE
Florida P.E.68313
Construction Solutions,Inc.
961687GATEWAY BLVD,SUITE 1o1B
AMELIA ISLAND,FLORIDA 32034
151 SAWGRASS CORNERS DRIVE,SUITE 2o6
PONTE VEDRA BEACH,FLORIDA 32082
1`904-261-8703 F877-808-1839
OFFICE COPY
PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLAN T//IC BEACH FLORIDA
Project Name: ,1 EN O V R 1 e t ` P dA" Permit # ICD -RAA R- 2-72--3
ProjeM Address: ITSPj4V G'T{L / j_ ?j22 3�__
As required by Florida Statute 553.842 and FloridaAdminimarive Code Rule 9B-72,please provide the information and product approval number(s)
for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact
you product supplier ifyot do not know the product approval number for any ofdre applicable listed products. LBortnation regarding statewide
c[approval my be obtained at:www.Floridabuildin ,
Categary/Subcategory Manufacturer I Product Description Limitation of Use I Staten Lured#
A.EXTERIOR DOORS
1.Swinging N
eW 2 251-
2.Sliding
3.Sectional
4.Roll up
5.Automatic CL 6 PA A- J
TC
6.other 4ARA- f DVERktt74 St 2
&wlNDows
1.Single hung
2.Horizontal slider wmbv s V*It s42 L 2`F2- j221
3.Casement
4.Doublehung I WL" w V ac15.2- IFI- Z45- 911
S.Fined W WIN W bL 2113 FLZ 3-
6.Awning
7.Pass-through
8,Projected
9.Million
10.Wiadlaeaker
11.Duel action
FFA t ] X017
P � ��
VGlmblmk
er
lSubcategbry Manufacturer ProductDescription irafttioncfUse State# Loral#
L WALL WAND CKwou SotsSfrontstaiin wallsl louverss block
8.Membrane
9.Greenhouse
10. tharirucco 1 WRLI
IOther
OFING PRODUCTS
As t shin lesUnderlayments
Roofing fasteners
onstrucWml metal roof
Built-up mofmg
Modified bilmncnSingle ply roofing — L A L Ioofm tilesoulationWmgWood shingles/Aakesoofing slateiquid applied roofingementadhesve m. oofSle adhesive
10.Spray applied polyaredrarre
roof
P zIj
17.Odrer
category tegory - Manufacturer Product Description imifationofUse state Local#
E.SHUTTERS
1.Accordion
2.Bahama
3.Storm panels
4.Colonial
5.Roll-up
6.Equipment
7.Odu
F.STRUCTURAL
COMPONEMIS
1.Wood collector/anchor SIMP50 (;ONNEZ 00 (.
z Tivss places
3.Engireered lumber
4.Railing
5.Coolar fi m
6.Concrete ada i omm
7.Material
S.Insulation forms
9.Plastics
10.Deck-mof
Il.Wall
12.Sheds
13.Otlter
G.SR_ GIFTS
1.Skylight VE.wx {:CM o00fv Q.apF 13303.`
I
I
P3��
2.Other
CategoryiSubeategary Manufacturer Product Description Limitation of Use State Local
H.NEW EXTERIOR
ENVELOPE PRODUCTS
—CVUl
2. A5 try
In addition m completing the above list of msnufacnuers,product description and State approval number for the products used on this poject, the
Contractor shall with this
on the job site and available W the Inspector, a legible copy of each manufacM1nets printed specifications and inslallabon
instructions;along with this Product Approval Sheet.
I certify that this product approval list is tme and Won=W the best of my knowledge.I further certify that use ofdifferord components other than the ones
listed in this doemnentmoon be approved by the Building ORcial.
(ContmctorNamc).. (Print Name) (Signeme)
Company Name: CONJ19-OCTIritJ INC
Mailing Add—: . . .. (n/(a &A y 04_V p
City: AMM IA State: Ft- Zip Code:
Telephone Number:(70) ) 870' Fax Number:( ) WA
Cell Phone Nmnber.(?6�) 714 — 5-353 F--]Address: ha fnn 4�yti 'F/OYI,$o�U�l�h$.CC
Divtsion�09 24 23 Portland Cement Plaster
I
TITAN* OFFICE COPY
AMERICA
STUCCO CEMENT
TITAN AMERICA® Stucco
Cement is specifically
designed for the plastering
trade.This product,the
result of extensive testing and
controlled production, has
characteristics desired by the
stucco applicator.Titan America'
Stucco Cement,with proper
proportions of sand and clean,
potable water provides a smooth,
workable mix that retains good
consistency and develops a strong -�"
bond.While Titan America'Stucco
Cement can inhibit moisture
penetration, itis not waterproof
and isnot to be considered . w
a moisture barrier for design or
construction purposes.
L Extended water retention
L Superb workability
1► Reliable performance
L Quality packaging,�}}..
v *T�
— I I
STUCCO CEMENT
-71
*' a
t .v
TITAN• �#v, , � ;
AMERICA
P y
Sr "X
RECOMMENOEO U5E5
Titan America' Stuao Cement is specifically designed for interior and exterior appliances of ,- f '•
Portland Cement based plasters.It is common to see this product applied over was lath,con- ���, •4*
crde unit masonry and cast-m-plaoe concrete.Addivanal additives may be required to assist -rtu•°� 1 't --��
in the bonding of the Stucco to certain substrates such as cast-in-place or pre-cast concrete. ACCESSORY PRODUCTS
SPECIFICATIONS AND QUALITIES use in ater
system. ed in hemxngp process
Titan Amens"Stucco Cement is manufactured byinter-grinding Portland Cement Clinker should be free of airy substance that could adversely
0
(meeting ASTM C-150),Gypsum and Dmerock Water repellent and air-entraining admix- affect Bre hardened masonry or any metal accessories
tures are added during the manufacturing process to assist with workability and board life. used in the system.
Titan America-Stuceo Cement meets or exceeds the requirements of ASTM C-91.
Titan Amen-Stucco Cement when mixed with masonry sand(ASTM C-144)and tested APPLICATION
according to ASTM C-270 will produce a mortar that complies with those requirements. Estimated coverage per bag of material in square feet.
Titan America-Stucco Cemi when mixed in accordance with ASTM C-1328,
will produce stucco cement that meds or exceeds the requirements of that Standard. qX11 - r
INSTRUCTIONS 3/8• 3/8- 5/8- 7/8-
Tom Amen"Stucco Cement
ROPORTIONAL MIXING GUIDELINES
21/2:1 112 84 67 48
Plaster Coats 3 :1 128 96 77 55
Titan America" Sand/Arena
Stucco lrimfir/ir�mx Shovels/Part 31/2:1 144 108 87 62
81 ' 4 :1 160 120 96 69
Scratch(Caps Inicia0 1 Bag 21n :4 15-24 Ab allowance for waste,aggregate shot,or raidcond/8ons.Achra/coverage will vary.
BrWvn(Seprida
Caps) 1 Bag 3.4 18-24 'Sand to Cement ratio.
Finish(Caps Final) 1 Bag 2 :3 12-18 CAUTION
•No allowance for wage,aggregate size or field conditions. Causes skin inflation,injurious to eyes.
•
One:bag of Tran America"Stucco Cement is approximately we cubic foot by volume. Contains Portland Cement.Freshly mixed
•Approximately six S2 shovels of damp,loose sand equals one cubic foot by volume. cement mortar,concrete or grout may
CEMENT PREPARATION cause skin injury.Avid contact with skin
Titan America®Stucco Cement will not perform as designed R the mixing Instructions are where possible and wash exposed skin
not followed correctly.it is important to ensure that the product does not dry out gems- areas promptly with water If any cement
e - or cement mixtures t into the
rarely;this condition can affect the with
d n Sand and potable
durability to the finished product. fu awes rinse
Immediately and repeatedly with water for
The cement should be terved only with dean sand and poubk water unless poor sampling 15 minutes and gel prompt medical attention.
shows potential Job materials will produce Me desired mortar.
Mix In a mechanical mbv as follows:
1)Add approumately 2/3 of the potable water required. KEEP OUT OF THE
2)Add 1/2 of the sand required(ASTM C-144 approved). REACH OF CHILDREN
3)Add fiber promo the addition of cement it applicable.
4)Add Titan America-Stucco Cement
5)Add the remainder of the sand(ASTM C-144 approved). Titan Florida -
6)Add enough potable water to bring martarso desired consistency. 11000 NW 121 st Way {
7)Allow mortar to mu 5 minutes after the Introduction of the lag ingredient. Medley,FL 33178
Short mixing or overloading with sand carn produce a lower mortar quality.
WALL PREPARATION For additional information or to obtain
All surfaces to be plastered must be dean of contaminants and/or any debris,including Material Safety Data Sheets,please visit
excess moored molar from block masonry that may affect the Stucco Cement from wwW.thnarnerica.com or call Customer
achieving adequate bond.It is recommended,prior to any application,to determine SemCe at(800)226-2057.
whether there is a need for a bonding agent to angst in the attachment of the Stucco
Cement.Concrete Block applications should be undamly wet(fogged)just prior N
application of the first and each succeeding plaster cod.To obtain the bent results. 02012 Titan Florida TAR-2138.04 2/12
some moist oro should be mail rained in the go=(by fogging d necessary)for the first
few days after application.
AMICO SUBMITTAL DATA
ALABAMA METAL INDUSTRIES CORPORATION 09 22 36
TILATH PAPER BACKED _ =x
DIMPLED SELF-FURRED
LATH 2.5 Ibs / sqyd - = - -=
WITH GRADE D, STYLE 2,ASPHALT SATURATED
PAPER IS FACTORY APPLIED . � +-'.M'E "+'
meeting ASTM C847.
SCOPE
This submittal covers carbon steel hot dip galvanized
G60 finish expanded metal diamond lath and self-furred
lath, with or without paper backing and designed to be
used as a base for gypsum or Portland cement plaster.
DIMENSIONS,WEIGHTS AND PAPER BACKING FOR LATH
PERMISSIBLE VARIATIONS Per ASTM C847 The Grade D paper backing factory applied by the
manufacturer provides one of the layers of moisture
Minimum thickness of expanded metal lath barrier required by codes and standards. AMICO pa-
l. Self-Ported expanded metal lam: 5A6 inch per meets ASTM C1063 and Federal Specification
UU-B-790a.
Minimum sheet dimensions-inches PACKAGING AND PACKAGE MARKING
1. All styles-Length of Sheet: 97 inches(Minimum) Metal Lath is packaged 10 sheets per bundle and 25
2. All styles-Width of Sheet:27 inches(Minimum)
bundles per pallet. Each factory pallet shall be marked
Nominal weights of lath(for U.S.)-Ibs/yd2 Tlath Paper with manufacturer's name, and style of lathing mate,
Backed and Dimpled Expanded Metal Lath weighing rial, lath weight and country of origin.
2.5 Ibs/yd2 CERTIFICATION
The weights listed above are only for the metal lath and do not take When specified a certification that products meets the
into consideration the weight of the moisture barrier paper backuig if requirements of ASTM C847 shall be provided.
so specified.The weight of the paper adds to the overall weight of the AMICO LATH AND STUCCO ACCESSORIES
street of lath. MEETS THE FOLLOWING SPECIFICATIONS
Permissible Variations-inches ASTM C847 - Standard Specification for Expanded
1. Thickness:z 1/64 inch Metal Lath
2. Width: t 3/16 inch ASTM A653 -Standard Specification for Steel Sheet,
3. Length: -0+1 inch Zinc-Coated(Galvanized)by the hotdip process
4. Weight: t 10% Federal Specification UU-B-790a-Moisture Resistant
FINISH Building Papers, Type 1,Grade 2, Style 2
AMICO expanded metal lath is manufactured from hot Meets Buy American Procurement Requirements.
dip galvanized G60 finish steel sheet that is further pro- Made in the United States of America
cessed forming the diamond shaped pattern. ICC-ESR 2247
NI irdormmion mrtained herein is accurate as known at the time of puMimton.Spedfmatam mey change and AMIGO
reserves the right to chaNs pcAuct spedfimtons without nates and wilhout ftmmm abligatlons.
ALABAMA METAL INDUSTRIES CORPORATION
3245 Fayette Avenue 0 Birmingham,AL 35208 0 Telephone 800/366-2642 0 Facsimile 205!7866527
August2011 email fmsyer@gibraltarl.wrn
sA r^�•Q
Stucco & Plaster1
ACCESSORY SPECIFICATIONS
1.PRODUCT NAME Ignition Reslstana: Rigid vinyl is seg 5.INSTALLATION
RIGID VINYL extinguishing, and will not continue to Applicable Standards:
STUCCO 8 PLASTER support combustion once flame source ASTM C-1063
WALL AND CEILING ACCESSORIES is removed,therefore D will not cause a Installation shall be in accordance with --
Rigid Vinyl also known as PVC fire to ret stall or spread. It offers better ASTM standards and prevalent industry
(Unplasticized Polyvinyl Chloride) resistance to bunting than marry other standards and good practices. Vinyl
common building materials. accessories shall be fastened by the use
2.MANUFACTURER Electrical Conductlulty: Rigid vinyl of mechanical fasteners to the substrate
Vinyl Corp" possesses low electrical conductivity. in straight lines or smooth curves.
8000 N W 79th Place Thermal Conductivity: Rigid vinyl is All Buff Joints, intersections, ends and
Miami,Florida 33166 warm to the touch and has a very low corners shall be caulked at time of
Phone:305/477-6464 transmission of heat and cold, and R is installation using an elastomenc caulking.
Fax:305/477.4108 considered an excellent Insulator. Consult caulking manufacturer or vinyl
National Watts: Expansion and Contraction:Vinyl Cory." Corp."for specific recommendationxs.
800/648.4695 wall 8 ceiling accessories are Llmliaflodur Contact Vinyl Corp- for
manufactured with perforations in the specific recommendations.
3.PRODUCT DESCRIPTION flanges to allow stucco or plaster to flow
Stucco 8 plaster wall and ceiling thru and anchor to substrate. 6.AVAILABILITY AND COSTS
accessories are manufactured by Vinyl Accessories have hooks in critical areas Vinyl Corp" accessories are generelry
Corp. using weatherable grade, lead to assure embedment in stucco or priced lower than equivalent products
free,virgin vinyl compounds,formulated plaster. These factors, along with the manufactured in galvanized steel, and
and tested for exterior use. fastening of accessories to substrate substantially lower than zinc or
Slum A plaster Accessories: Comer prior to coaling, makes the accessories aluminum. Vinyl Corp."accessories are
Beads, Bullnose Corner Beads, Casing part of the building unit and therefore will In stock and will usually be shipped
Beads, Bullnose Casing Beads, Control move with R as the temperature changes, within 24 hours after receipt of order.
Joints,"F"Control Joints,Corner Control consequently the coefficient of Accessories are marketed nationwide
Joints, Expansion (Slip)Joints, Channel expansion of rigid vinyl has little or no through distributors and building supply
Reveals, factory fabricated Channel bearing on the installation. dealers.
Reveal Intersections, "F" Channel Basic Uses:To produce durable straight
Reveals, Soffit Vents, Shadow Reveals, lines, smooth curvatures, arches, soffit 7.PACKAGING
Vented Shadow Reveals, Drip Reveals, ventilation; control expansion 275 Ib. test, double wall, corrugated
Vented Drip Reveals, Comer Expansion contraction, and protect comers and boxes.
(Slip) Joints, Weep Screeds and other edges.
miscellaneous vinyl accessories. 8.Wamnty Information
Waalllerahiltig Rigid vinyl compounds 4.TECHNICAL DATA Available upon request.
used by Vinyl Corp." have been Applicable Standards:
formulated to withstand the elements. ASTM D-1784 and D 4216 cell class Note: All she references are nominal
Physical properties and color are not 13244C dimensions and subject to normal
adversely affected by exposure to manufacturing tolerances.
ultraviolet(UV) light from the sun.Vinyl All product lengths are 10' unless
Corp." accessories do not contain otherwise stated.
plasticizers which could migrate to the
surface, and are designed and
manufactured to perform in cold or MATERIAL DATA
warm climates and in locations where
sudden large temperature changes are MINIMUM PROPERTIES ASTM 001 0320F 0727
encountered. Tensile Strength,psi D-638 8,100 7,500 5,900
Corrosion Bestalance."Vinyl accessories Tensile Modulus,psi D-638 425,000 400,000 360,000
are impervious to rust, corrosion, Flexural Strength, psi D-790 16,500 14,600 11,200
galvanic corrosion, electrolysis, Flexural Modulus,psi D-790 497,000 470,000 415,000
corrosive coastal areas, and are not
affected by masonry cement additives, trod Impact(ft.-IbsJin.) D-258 1.1 1.6 3.4
magnesium oxychloride cements, or MISCELLANEOUS MINIMUM PROPERTIES ASTM @72°F
calcium chloride additives.
Solid Color.Standard color is white. Beat Distortion TemperaWrerl'O 264 psi) D-648160
PanotAdheriun properties:Excellent,no Coefficient of Linear Thermal Expansion
priming is required. (ir ln.'F x 100) D-696 3,45
Durometer'D'Hardness 781
Specific Gravity 1.46
For More Information Call Toll Free 1-800-648-4695 or visit www.vinylcom,com
VINYL fi • Plastera
Corner . 1
j1 ANY 2-12'x 2-112', 50
p'.e',9',10')) perforated flanges
Q®� j2M1Y 2-3/4'x 2.3/4'.
®4D S..Ia'1 perforated flanges 40
/1 Cantu Beed - Provides hard-to deal mm-proof shabm
Owners,asiN cursed for amooth aures.
j1 12 Camey SW-Heavier mrsen of or 01 Caner Baal union wider
flmgm.Use wham a mae double Omer is neoW.
11X ANY 2-12'x1-12',
p',M,9',10') perforated flanges
Alix,
M ANY2-3/4'x 1-12', 40
perforated flangesnX Caner Ill - Proddm had-todabge. net-prom straidd
camas,w1m are t-tr2 llama W mnoun mama maY weed W
smOm amnes.
MdI Career Beal-Heaver vasfon o1 our 11x Caner Bead,Use
wtam a mom durable writer a required.
®�D /1XXi-12'x1-12',
(T,U',9'.10') ANY perfdakd flanAes
11XX 1118 Comer Bad - Speceny Comer Uel br nor. pends
and remas.
Jumbo Corner1
140 ANY
pBdorate0 flanpa
00404
D, 4 D 130 ANY 3 x3. 25
•QD4D `QDdD perforated flanges
/4'x 3',
Dail, j30 DaDD 143 ANY perforated flanges 25
14150 ANY 4.1/4'x1-12', 25
D perforated Usages
D.°Q DV.D j3150 ANY 3'x 1-12',
14150 D4'D perfOraletl flanges 25
D• Job,Cana 0eed,-Oedipal for deep fills or kmper Omar
wimliae U.S.PMM be.fi,a8,002 atl O UM&
CornerAtchmaker
1
11 Arch ANY 2-12'x 2-10, 50
/{ perforated flanges
2-3/4'x 2-3/4', 40
/LpS\p 'U D 12Arch ANY perforated ilaAes
D 1Amh-True.WBna,curved or amhed renforcenem.Comorm3m
most al and wool desurs.
UU D
o p� 4A e Herverversbnm WAlOur Carrier Bel.Use for incad
se
damage ialsbnce.
U.S.PM NMM5H6002 eat 314.
ilArch .010.
/1XArch
11XArch ANY 2-12'x1-12'.
rM7�771parfatetl flanges
ANV 2-3N'x1-12'perforated flonpaXensh-True, uniform,purvl or amel reimorwmem xeh one
Rol
1-1?fla0eforienoun mWrrt Conforms 1a mostadedal caul
designs.
�a MWO-Haver versbn of aur lAmh Corner Bad with one 1-1/2'
o0°owa�e flegnr
efornowreWne.Useforincrased dama0e reaustal
U.S.Pam Numbers 5.e1e.002 used 3.070.374.
For mare lntormaOOB 'kDBS-BM-4N6 far 0bS nYer.Ngk050.wm
I
lilt Stucco PlasterAccessories
Cas ing Beads/Plaster II
6625 1/4' E75
6638 aw
6650 12'
;W—_ 6,8. 1-3/4'OanBe width
e� aperforated flange
6675 &4'
6678 7R'
66100 1'
Casing Brads—Terminale stwuo a plasm Bill l eons,wineows am
elsslmllarmani
pwl rnlrMpalbp.rnrar.NrN[arvalb!Wlia
Bandmaker" Series Casing Beads PRODUCT �i 1-1 1
NUMBER GROUND DIMENSIGOES 's x
66100'7' 1. 75
66125 1-1/4' 50
66150 1-12' 1-3/4'flange widUi 50
do Ong
flange
fi8175 1-3/4' 10
®®� 66200 2' 40
"BBMmaIa BMus"Celli BSYe—pnsgrn eimateinbtgl9 NEW
saint In kryitq I�matmhl fila,wn0n'�M9 are Rafe in artM al
aWos.
ur r Irmrr,r Fou r.r e.�d n a`main
1Stops
6638E 3/8' 75
6650L 1/2' 75
6658L SB' 2-1/2*flange width 75
oa. 6675L 3/4' perforated flange 50
6678L 7/8' 50
sea
. 66100E 1' 50
Leap Hage COng Beak-Tarmitate sWmo 8*star aping
Coors, windows and other dlselmipr nate . Used In those
wMNals thatN in a loner tinge.
raw r roman.Y W m.r r wn�r I rrr.
XL
Long Flange Casing Beads/PlasterStops
665UXL 12' 40
6658XL 52' 40
°0 6675XL 3/4' 40
�m 6678XL 7/8' 40
86100XL 1'
5'flange width
® eo a e perforated flange 25
66125XL 1-i/4' 25
66150XL 1-12' 20
66175XL 1-3/4' 20
66200XL 2" 20
Xl Lag FlenBe Casift Baal-Same as an
Le",
Flenpe failing
Binds with wider Ian mW earl.
Gi p rm W.Y Y.Nr N wrs w r/Ie W YI.
For More Information Call Toll Free 1-800-fide-4885 of Visit www.VinBfoomsoom
Plaster Accessories
Control
M-1538 are' S0
M-15W 12' 50
M-1558 5/8' 2-1/4'flange width, 50
M-1575 3r4' perforated flange 40 a' _
M-1578 7/8' 30
M-15100 1' 30 - -
M-15CedmlLgt-Amdmcprsdmdn.0esel to relieve stress
and sssst in'controlling cool ng In tape areas d walls and ceilings.
Vimtl Cop.s specially dmgved Connector Clips are pinNdad tar
afigmmd and base for sealants.
orrw.rr.Yrkouwasool wrniauuaure.
Joints
1538 3r8' 35
1550 12' 35 �\
1558 5/8' 4'flange width, 30
1575 y4" perforated flange 26
1578 7/8' 20
15100 1' 20 - - - - - -
CoekN Jakogo vera of te mYeo class and assxt In m specialty cmdiop in Yage areas of eetls and celYlot alignment
Crap.§beer for
eopnnd Connector Clips are provided ter alignment and base for
sBabrts.
MOM Convector Clips are not provged wt53re'Brcune.
arrrrew.rrr.rrrrerrermrr. POYive attazhent of Bach fknge of control lend to separate laming k reputed.
Control e
1538A No-
1550A 12'
1558A 5/8'
1575A 3/4' MOVE,Parra are separated for llbslalbn purposes only.
1578A 7/8' Pieces mot be buttetl at Mrd of ImWWJon.
15100A 1• -
153BC are' 4'overall width,
1550C 12' with perforated flange
1558C 5/8' Convenor
1575C 3/4' A+Mgk Y
C.Cross
1578C 7/8' T=Tae
151000 1• •`�., i�.Mw'
b'
15387 are' -
1550T 12'
15587 5/8' :e
1575T 3/4' T-I= c.am
1578T 718'
r _
15100T 1' OOZE Convector flips are not Provided with 3A1'ground. •� a�eo'"
C AN imm =-nesgmd to mfiere sleds The MW Corp'design d Comrd Jolt lnUrsemors
and assist in codmding confiding in targe areas of walls prowxes an opening bond the caner M proper
and ceitiips. specmy designed Connecter Clips am wanking,a lntgsepbm should the embedded in tl,�•ems:®
pravi]rd for alignment and b prowar a base for caulking, muting when applied.bb• e.
Pores per rain am deMmined by protest mk per order. Cotam faMry-gbdntetl mtlo-foaNar part,gam ate•
orrtrrr.rwaarrw relow- rrw.. ordered mond be retumee for aid'd
Connector Opening for cauMng
DPR FINISHES DS416
"Original" Aggregate Textured 100%Acrylic•Based Dirt Pickup Resistance Finishes
Description finishing the wall. Quarzputz for a minimum of 24 hours
Quarzpu®e, Sandblast& produces an open-textured pattern before application of any finish.
Freestyleo, Sandpebble , and in a regular or random style. . Concrete: Shall have cured a
Sandpebble®Fine finishes are Sandblast produces a sand-like minimum of 28 days prior to
premixed 100%acrylic-based texture. Sandpebble produces a application of the finishes. If
coatings which are offered in rough, pebbly texture,which is efflorescence,form release
standard colors as well as custom ideal for masking surface agents or curing compounds are
colors. They provide the finishing imperfections. Freestyle allows present on the concrete surface,
touch that adds lasting color and almost any ornamental trowel the surface shall be thoroughly
texture to exterior and interior texture to be achieved. washed with muriatic add and
walls. These are the original five Sandpebble Fine produces a fine flushed to remove residual add.
finish textures with DPR(dirt pick- pebble texture. All projecttons shall be removed
up resistant)chemistry that will and small voids filled with Dryvit
remain clean longer after Properties Primus, Primus°DM, Genesis®
application. Drying Time-Drying of the or Genesis DM mixture(see
finishes is dependent on the air product data sheets for mixing
Uses temperature, relative humidity and and application). Dryvit Color
DPR finishes are durable finish thickness. Under average Prime- shall be applied to the
architectural finishes providing drying conditions[21 °C(70°F), prepared concrete surface using
surface color and texture for Dryvit 55% R. H.],the finish will dry in a roller or brush(see product
systems. These finishes can also 24 hours. Lower temperature and data sheet for mixing and
be applied over properly prepared higher humidity will require that the application)prior to application
substrates such as exterior DPR finish be protected for longer of the finish.
masonry, stucco, precast or cast- periods. Protect work from min . Masonry: The masonry surface,
in-place concrete and other during the drying period. with joints struck flush,shall be
approved substrates. The finishes 'skim coaled'with Primus,
are also suitable for interior Testing Information Primus DM, Genesis or
applications. All finishes can be For individual test data on this Genesis DM mixture(see
trowel applied or spray applied products properfies,refer to the product data sheets for mixing
with a hopper gun or pole gun-type chart included with this document. and application)to produce a
sprayer. smooth, level surface.
Application Procedure . Stucco: Dryvh Color Prime,
Coverage Job Conditions-Air and surface Color Prime WTM or Primer with
All coverages are approximate and temperature for application of Sand- shall be applied over the
depend upon substrate, details finishes must be 4 °C(40°F)or cured brown coat surface using
and individual application higher and must remain so for a a roller or brush (see product
technique. The finishes are minimum of 24 hours. data sheet for mixing and
shipped in 32 kg(70 Ib.)pails. application)prior to applying the
Quamputz: approximately Temporary Protection-Shall be finish. If additives are present in
13 m'(140 flz)per pail. provided at all times until the DPR the stucco,a test patch shall be
Sandblast:approximately finish is dry,and installation of made and bond strength
14 m'(150 )per pail. permanent flashings,sealants, etc. checked prior to application.
Freestyle: Must be calculated are completed to protect the wall
based on the texture desired. from inclement weather and other Mixing—Some settling of the finish
However,a coating thickness of sources of damage. may occur during shipping.
1.6 mm(1/16 in)to 6.4 mm(114 in) Thoroughly mix the finish with a
must be maintained. Surface Preparation 'Twister'paddle or equivalent
Sand
2pebble: approximately . Surface must be smooth and mixing blade powered by a
12 m (130 fl)per pail. free of imperfections to ensure 12.7 mm(1/2 in)drill,450-500 rpm,
Sandrebble Fine:approximately satisfactory appearance. until a uniform workable consistency
15m (160 fe)per pail. . Interior or exterior surfaces must is attained.
be above 4'C(40'F)and must
Texture be dean, dry,structurally sound Application
Quarzputz,Sandblast, Sandpebble and free of efflorescence, . Quarzputz or Sandblast:using
and Sandpebble Fine finishes grease,oil,forth release agents a stainless steel trowel,apply
achieve a texture which is and curing compounds. and level a coat of Quarzputz or
governed by aggregate size as . Dryvit Reinforced Base Coat: Sandblast to a uniform thickness
wall as the trowel motion in The base coal must dry and cure (Quamputz-no Nicker than the
DPR Finishes DS416
largest aggregate;Sandblast- Freestyle finish to the base layer 6 in 12 which is 27°. Maximum
applied in a thickness of using the same texturing motions length of slope is 305 mm(12 in).
1.2 mm(3164 in)—approximately that are used with other plaster • Dryvit finishes shall not be used
1 112 times the largest materials,such as a skip trowel below grade when applied as the
aggregate). The textures are finish. The thickness of any finish for an EIF System,
achieved by uniform hand Freestyle finish texture shall not • Dryvit finishes are not Intended
motion and/or type of tool used. exceed 6.4 mm(1/4 in). for direct-applied, vertical
Maintain wet edge for uniformity applications over exterior type
of color and texture. Clean Up-Clean tools with water gypsum based sheathing board,
• Sandpebble or Sandpebble while the finishes are still wet. foam plastic insulation or other
Fine: roughly apply an even coal type Insulation board.
of finish to a thickness slightly Maintenance-AII Dryvit products . Dryvit finishes shall not be
thicker than the largest are designed to require minimal returned into any sealant joint.
aggregate size. Then pull maintenance. However,as with all Instead,a coat of Dryvit Color
across the rough application building products,depending on Prime or Dryvit Demandite
coat using a horizontal trowel location, some cleaning may be should be applied over the base
motion and develop a uniform required. See Dryvit publication coat in the joint.
thickness no greater than the DS152 on cleaning and recoating. . Minimize exposure of materials
largest aggregate of the material. to temperatures over 32°C
The textures are achieved by Storage (90^F),
uniform hand motion and/or type Finishes must be stored at a . Finishes exposed to
of tool used. Maintain wet edge minimum of 4°C(40°F)and a temperatures over 43 °C
for uniformity of color and maximum of 38°C (100°F)in (110°F)for even short periods
texture. lightly sealed containers out of may exhibit skinning,
increased
• Freestyle: using a stainless direct sunlight. viscosity,and should be
steel trowel, apply a coat of the inspected prior to use
Freestyle slightly thicker than Cautions and Limitations
1.6 mm (1116 in). The texture is • Dryvit finishes must not be used Technical and Field Services
either pulled out of this base or on exposed exterior horizontal Available on request.
achieved by adding more surfaces. Minimum slope is
2
DPR Finishes OS416
D Finish Testing
Test Test Method Criteria Results
Surfers Burning ASTM E 84 ICC and ANSVEIMA 99-A-2001 Passed
Characteristics Flame Spread<25
Smoke Developed<450
Flexibilityt ASTM D 522 Method B No ICC or ANSI/EIMA Criteria Passed: 1.5'diameter 90 73°F
Water Vapor ASTM E 96 Procedure B ICC:Vapor Permeable 40 Perms
Transmission No ANSVEIMA Criteria
Accelerated Weathering ASTM G 154 Cycle 1 ANSVEIMA 99-A-2001 5000 hours:No deletenous effects
(QUV) 2000 hours:No deleterious
effectse
ASTM G 155 Cycle 1 ICC:2000 hours:Na deleterious 2000 hours: No deleterious effects
Xenon Aro effects,
Chalk Rating ASTM D 4214 after No ICC or ANSVEIMA Criteria Chalk rating:9.after 5000 hours
ASTM G 154 Cycle 1 QW
Instrumentally Measured ASTM D 2244 No ICC or ANSVEIMA Criteria Color change:0.51 Delta E after
Color Difference° CIELAB,10°Observer after 5000 hours QUV
Includesyellowing) ASTM G 154 Cycle 1
Freeze-Thaw Resistance ASTM E 2485(formedy ANSI(EIMA 99-A-2001 90 cycles:No deleterious effector
EIMA 101.01) 60 es:No deleterious effects,
ASTM E 2485 ICC: 10 cycles No deleterious 10 cycles:No deleterious effects
ICC—ES Proc. AC212) effect,
Mildew Resistance ASTM D 3273 ANSI/EIMA 99-A-2001 60 days:No growth
28 days:No growth
Sell Sprey Resistance ASTM B 117 ICC and ANSVEIMA 99-A-2001 1000 hours:No deleterious effeGs
300 hours:No deleterious
effects'
Water Resistance ASTM D 2247 ICC and ANSI/EIMA 99-A-2001 42 days:No deleterious effects
14 days: No deleterious effects,
Abrasion Resistance ASTM D 968 Method A ANSI/EIMA 99-A-2001 1000 liters(1057 quarts):No
Falling Sand 500 liters(528 quarts): deleterious effects
No deleterious effecls,
ASTM D 4060 Taber No ICC or ANSVEIMA Criteria 1000 cycles:.83 mg mass loss
Abrasion 1 kg load
Adhesion to Concrete ASTM D 4541 ICC and ANSI/EIMA WA-2001: >200 psi
15 minimum
Tensile Bond ASTM C 297/E 2134 ICC and ANBI/EIMA 99-A-2001: >26 psi
formed EIMA 101.03 15 minimum
1.Testing referenced is based an Quarsputc Pastel Base.
2.Finish applied over aluminum panels,bent an cylindrical mandrels as described in ASTM D 522 Method B. Lower diameter indicates higher
Oexibllfty.
3.No sacking,checking,rusting,crazing,erosion,blistering,peeling,or delamination when viewed under 6x magnification.
4.Dallis E is total color difference,including yellowing,lightening,darkening,charges in red,blue,and green color values. Finish exposed to 5,000
hours W OUV prior to evaluating Delta E.
DrOt Systems,Inc. Information contained In this product sheat conforms r the TT]]
One Energy Way standard detail recommendations and speGficetions for the ��' I f ■
W.Warwick,RI 02893 Installation of OryM Systems,Inc.products as of the date of T \W�
(800)558-7762 publication of this document and is presented In good fair.
enew.dryAcom DryNt Systems,Inc.assumes no liability,expressed or p�r}1
implied,as to the architecture,engineering or workmanship of mr
any project.To ensure that you are using the latest,most
complete information,contact Dryvit Systems,Inc.
nmmt In uss R+s++-n.0 3
oym sroR�s.�k.+sea.+eco
1 f
l�p - �Oiky - 2-1Z3
FORM R405-2014 OFFICE COPY
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the
residential Simulated Performance method shall include
H _This checklist
CR405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a-ratio and the pass or fail status along with summary
areas and types of components, whether the home was simulated as a worst-case
orientation, name and version of the compliance software tool, name of individual
completing the compliance report(i page)and an input summary checklist that can
be used for field verification(usually 4 pages/may be greater).
neigy Performance Level(EPL)Display Card(one page)
MandatoryRagwrements(three pages)
Required prior to CO for the Performance Method:
❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table 8402.4.1.1 -
one page)
❑ A completed Envelope Leakage Test Report(usually one page)
❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed
Farm R405 Duct Leakage Test Report(usually one page)
FEB 1 7 "'7
EnwgyGauge -USRCSBvA
211&201]10:02:18 PM Page 1 of 1
OFFICE COPY
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Pmlect Name: Sellers Residence Buhler Name:
Street: 1458th St Permit Office: Atlantic Reach
City,Sure.Zip: Atlantic Beach FL, Permit Number:
Owner: Junsdictim W1100
Design Locator: FL,MAWORT_INS County: Duval(Flanda Climate Zone 2)
1. New construction or evsting New(From Plana) 9. Wall Types(3741s sgft.) Insulation Area
2. Single family a multiple family Single-family a.Concrete Bock-Int lnsul,Exterior R=5.0 1777 fly
b.Fran.-Wood,Eaena R=20.0 1669.80W
3. Number of units,if multiple family 1 c.Concrete Block-Int Insul,Adjacent R=5.0 295.00 fP
4. Number of Belmoms 4 d.N/A R= w
5. Is this a worst cave'! No 10.Ceiling Types (2130.0 sgft.) Insulation Aron
a.Rod Deck(Unvented) R=21.0 2130.0(1'
B. Continual Door ares above grade(W) 3090 b.N/A R= fF
Conditioned Boor area bell grate(f12) 0 c. R= fP
ll."Ducts
R 02
]. Windows(T. sgft.) i,U-i.tiom Area &Sup:1st Fi Red1stdFlor, 1st Flea 6 124.9
a. U-Pala: Dbl,U=0.39 584.00 fF b.Sup: 2nd Floc,Rel:2nd FMna,AH:2nd Fluor 8 124.8
SHGC: SHGC=0.25
b. U-Factor: Dbl,U-0.68 169.50 W 12.Coding systems kittulb Efficiency
SHGC: SHGC=0.21 &Central Unit 40.0 SEER 14.00
It.Central Unit 18.0 SEER 14.50
c. U-Fath.. N/A w
SHGC: 13.Hinting systems kBtuMr Efficiency
d. U-Fats: N/A W a Electric Heal Pump 41.0 HSPF:8.20
SHGC: b.Electric Heat Pump 12.2 HSPF:8.20
Arm W eightetl Average Overhang Depth: 4.000 ft.
Arm W elyhtad Average SHGC: 0.241 14.HM water systems
8. Floor Types (3090.0 sqa.) Insulation Arm &Electric Cep:8092.450
EF:2.450
a.SlebOn-Gretle Edge Insulation R=0.0 2130.00 fN b. ConserveticntmWres
In.Floor Over Otlne Space R�.O 960.0 W None
c.NIA R= ft2 15.Credits None
Glass/Floor Area: 0.244 Total Proposed Modified Loads: 84.62 ppSS
Total Baseline Loads: 95.48
I hereby certify that the plans and specifications covered by Review of the plans and ISE
this calculation are in compliance with the Florida Energy specifications covered by this �. _ , -s6
Code. ,0 calculation indicates compliance
✓3 . Ryan B.Ellis with the Florida Energy Code.
PREPARED BY: Before construction is completed
DATE: vlwn this building will be inspected for 0
compliance with Section 553.908 r✓
I hereby certify that this building,as designed,is in compliance Florida Stables.
with the Florida Energy Code COD Wig,
OWNER/AGENT BUILDING OFFICIAL:
DATE: 40f /I DATE:
- Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as
certified factory-sealed in accordance with R403.2.2.1.
-Compliance requires an Air Harrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
216/2017 10:02 PM EnengyGauge®USA-FlaRm2014 Secfion R4054.1 Compliant Software Pagc 1 of 5
i
FORM R405-2014
PROJECT
Titre: Sellers Residence Bedrooms: 4 Address Typo: Street Address
Building Type: user Conditioned Area: MW Lot N
Owner. Total Stares: 2 Block/SubDNielon:
N of Units: 1 Worst Case: No PlolBook:
Builtler Name: Relate Angle: 0 Street, 1458th St
Permd Office: Atlantic Beach Cross Vardaman: County. DuvJ
Jurisdk8on: 261100 Whole House Fan: CRY,State,Zip: Atantic Beach
Famiy Type: Single-family FL,
New/Busiirg: Nei(From Plans)
Comment:
CLIMATE
/ IECC Design Temp Int Design Temp He irg Design Daly Temp
V Design Location TMY She Zone 97.5% 2.5% Winter Summer Degree Days Mdetum Range
FL MAYPORT_NS Fl-_MAYPORT_INS 2 39 90 70 75 1037 61 Metlium
BLOCKS
Number Name Area Volume
1 Blockt 2130 21300
2 Bloi 980 11616
SPACES
Number Name Arw Vdume Kitchen occupants Betlraoms IMII ID Finished Coded Hosted
1 list Floor 2130 21300 Yes 3 3 1 Yee Yee Yea
2 2nd Floor 980 11616 No 1 1 1 Yes Yee Vee
FLOORS
K Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpel
1Slab-On-Grade Edge Insulation tat Flax 2072It 0 2130W __ 0 0 1
2 Floor Diner Other Space 2ntl Floor _-- ---- 960 fP 0 0 0 1
ROOF
Roof Gable Roof Solar SA Emil) EmiO Deck Pith
K Type Materials Area Area Calor Absar. Tesied Tested Insul. (dog)
1 Flat Grad 21376' 90 fie Madmen 0.75 No 0.9 No 21 4.8
ATTIC
1� p Type Ventilation Vent Radio(i in) Area RBS IRCC
1 No ai unease d 0 2130W N N
WIN201710:02 PM EnergyGatui USA-FWW2014 Section R405.4.1 Compliant Software Pape 2 d 5
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FORM R405-2014
CEILING
# Calling Type _ Space R-Value Ins Type Area FigF. Truro Type
1 Under Attic(Urnzrdorl) 1st Fba 0 Blom 1170W 0.11 Wood
2 Under Aftic(Unventec) 2nd Floor 0 Blown 960W 0.11 Wood
WALLS
Adi-ed Space Cavity 111h Haight ShesUng Framing Saler 13 o
1 S BGew Concrete Block-ImInsul let Flom 5 44.5 10 445.0M 0 0.170000 0
2 E IDdena Concrete Block-Int lnaul let Floc 5 48.6 10 486.08' D 0.170000 0
3 N Fxlenor Concrete Blxk-Intlnsul 1st Floc 5 55.1 10 551.08` 0 0.170000 0
4 W Dclena Concrete Block-Int lnsul let Floor 5 29.5 10 295DW 0 0.170000 0
_ 5 S Garage Concrete Bbck-Int lnsul 1st Fba 5 10.5 10 105.08' 0 0.170000 0
6 W Garage Concrete Bbck-Int lnsul 1st Flom 5 19 10 190.08' 0 0.170000 0
7 S Exleriar Frere-Woof 2nd Flom 20 35.5 12.1 429.68 0.05 0.170000 0
8 E Extena Frame-Waal 2nd Floor 20 33.5 12.1 405.48' 0.05 0.170000 0
9 N Dclenor Frame-Woad 2nd Floor 20 35.6 12.1 430.8ft 0.05 0.170000 0
10 W Dcana Frans-Woad 2M Floor 20 33.4 12.1 ANA 0.05 0.170000 0
DOORS
# Oml Door Type Space Stam. U-Value Width Neigh Arm
Fl In Ft In
1 S Wood 10 Floor Nag AS 2.7 6.7 18.18'
WINDOWS
Ddentson drawn is 6g ordered Proposed orientation.
/ Wall Overt nS
V # Dint ID Frame Pass NFRC U-Fedor SHOD Arm Deptll Sepal Int Shads, Screening
1 S 1 VirmA Lox-E Doude Y. 0.39 0.25 W.OW 480 in 2ft0in Dmpeablinds None
2 S 1 VirrA Lw E Double Y. 0.39 0.25 40.0 W 4 ft 0 m 2 ft 0 in Drapes/blinds None
3 E 2 Viny! Lo EDouble Y. 0.39 0.25 40.08' 480 in 2ft0in Dmpeslblind. None
4 E 2 Viq Lox-E Double Y. 0.39 0.25 30.0 W 4 R 0 in 2 ft Old Dmpeslblinds None
5 E 2 Vinyl Lox-E Double Yes 0.39 0.25 9.0 W 4 R 0 in 2 ft 0 in Drapes/blinds None
6 N 3 Vinyl L EDouble Y. 0.39 0.25 80.08' 41t Din 2ft0in Drapes/blinds None
7 N 3 Vinyl Lox-E Double Y. 0.39 0.25 40.0W 480 in 2ft0in DrgpmlNiMs None
8 N 3 Vinyl Lav-E Double Yale O.N 0.21 5.08' 4ft0in 2ft0 in DWeadrinds Nag
9 E 2 Vinyl Low-E Double Yale 0.39 0.25 30.0W 4ft0in 2ft0 in Dmpeslblinds None
10 N 3 Vinyl -w E Double Yes O.N 0.21 72.0 ft 4 ft 0 in 2 ft 0 in Drapeslblinds Nag
11 W 4 Vinyl Low-E Double Yes 0.39 0.25 24.0W 4ft0in 2ft0 in Drain./blinds Nag
12 W 4 V net Lmv-E Double Yes 0.39 0.25 12.0 ft' 4 ft 0 in 2 ft 0 in Dar./ rinds Nag
13 S 7 Vinyl Lmv-E Double Yes 0.39 0.25 30.0 ft' 4ft0in 2ft0 in DWmlblinds None
14 S 7 Vinyl L ne-E Double Yes 0.39 0.25 30.08' 4 ft 0 in 2 ft 0 in Dnpaslblinds None
15 S 7 Vinyl Lav-E Double Y. 0.66 0.21 15.08' 4ft0in 2ft0 in Drapeslblinds Nag
16 E 8 Vinyl Lox-E Dobe Y. 0.39 0.25 25.0W 4ft0in 2ft0 in Drapes,blinds None
17 E 8 Vinyl Lav-E Doulre Y. 0.39 0.25 18.08' 4ft01n 2ft0 in Drapm,blinds Nam
18 N 9 Vinyl Lox-E DodW. Y. 0.39 0.25 MOW ft in 2R0 in Drapmlblinds Nag
19 N 9 Vinyl Lox-E Double Y. 0.66 0.21 32.58' 4 ft 0 in 2 ft 0 in Drapm,blinds None
2/161201710:02 PM Er argyGiauge®USA-FIaRm2014 Section R405.4.1 Compllant Software Page 3 d 5
r
FORM R405-2014
WINDOWS
Odentalim shown is the entered,Pr m mentation.
/ Well Ovalntg
V
if 0" ID F. P. NFRC U-Facbr SHGC Area Depth Sepabiion IM 3hatla Screening
20 E 8 Vinyl Law-E Double Yes 0.39 0.25 48.01P 4110 in 2110 in DrapsMintls Nene
21 N 9 Vicryl Lav{Double Yes ISM 0.21 45.0W 4110 in 2110 in Drapenn iMs Name
22 W 10 Vinyl Law{Donbb Y. 0.39 0.25 30.01? 4110in 21 Drapw blinds Nacre
GARAGE
# Flog Area Gelling Arm Embsed Well Pernwhir Avg.Wal Hei ENwsed Wal InsuWlon
1 200 ft 2001? 29.5 It loft 0
INFILTRATION
# Scope Method SLA CFM 50 EIA E9LA ACH ACH 50
1 Wholdnum Proposed ACH(50) .000338 2743 150.59 2832 .3208 5
HEATING SYSTEM
# System Type Subtype Elocam.y Capacity Black Ducts
1 Electric Heat Pump None HSPF:8.2 41 kBtuihr i sys#1
2 Eli Heat Pump None HSPF:8.2 173 kBtuihr 2 sys#2
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Ar Flow SHR Block Ducts
1 Central Unit None SEER:14 40 kBtuihr 12W cfm 0l5 1 sys#1
2 Central Unit None SEER:14.5 18 kBWPor 540 dm 0.75 2 sys#2
HOT WATER SYSTEM
It System Type Si Location EF Cap Um Selli Conurbation
1 Electric Heal Pump Garage 245 80 gal 70 gd 120deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Sublet"
Carl # Com"my Name System Model!! Collector Model# Arm Volume FEF
None Nan I
DUCTS
—Supply— —Return— Air CFM 25 CFM25 HVAC#
# I-cSWon R-Value Area Locd'nn Arm Leakage Type Handler TOT OUT ON RLF Heal Cod
1 let Floor 6 276.9W 1st Floor 106.51E Default Leakage 1d Floor (Default)cOdeull)c 1 1
2 2nd Floor 6 124.81? 2nd Floor 48W Webb Leakage 2nd Hour (Default)c(Ddauit)c 2 2
W16201710:02 PM EnergyGaugeW USA-FleRes2014 Sectbn R405.4.1 Compham Sof Bare Page 4 of 5
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FORM R405-2014
TEMPERATURES
Pragdi ramablel00IT0D77hemwsbtl::l07Wne MMaarr111171 AprCr Icing Fans: 100'Jun f001 AW `D0' r '00I
Vmng ' JJ. [ ]Fab 1X�MMar 1�1 [ ]Mey t ]Jun �t [ ,AA, f ]� w NNw t 'Dec
D.
Thermostat Schedule: HERS 2006 Reference Hours
Schedule Ty 1 2 3 4 5 6 7 8 9 10 11 12
Caoling(WD) AM 78 78 78 78 78 78 70 78 78 78 78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
CaoBrg(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78
PM 78 78 78 78 78 78 76 78 78 78 78 78
Heeting(WD) AM 68 68 68 68 68 68 fib 68 68 68 68 68
PM 68 68 fib 68 68 68 68 68 68 68 68 68
Haaft(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68
PM 88 88 68 68 68 68 W fi8 68 68 68 68
V16201710:02 PM EnergyGagea USA-FlaRes2014 Secibn R405.4.1 Compliant Saltvrere Page 5 d 5
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 89
The lower the EnergyPerformance Index,the more efficient the home.
145 8th St, Atlantic Beach, FL,
1. New construction a emstirg N.(F.Plans) 9. Wall Types Insulation Area
2. Single famiy a multiple family Single-family &Concrete Black-Int maul,Exteor R=5.0 1771.00W
b.Frame-Wood,Exterior R=20.0 1669.80fF
3. Numbs of units,if multiple family 1 c.Concrete Block-IM lnsul,Adjaeft R=5.0 2 uw W
d. Number of Bedrooms 4 d.N/A R= ft
5. Is this.wast case? No 10.Coling Tyme Insulation Area
a Roof Deck(Umented) R=21.0 2130.00
6. Conditioned flwr area(ft-) 3090 b.N/A R= ft'
7. Windays" Description Area c.NIA R= ft'
a. U-Factor: Dbl,U=0.39 584.00IF 11.Duds R a'
&Sup:Ist2n Flux,,Re:2t Fkke,AH: 2 Floor 6 276.9
SHGC: SHGC�.25 b.Sup' 2nd Poor,Rel:2M Fbar,AH:2nd Floor 6 124.8
b. U-Fara: Dbl,U=0.88 769.50 ft'
SHGC: SHGC�0.21 12.Cooling systems Whafhr Efficiency
c. Ufacmr: N/A W aCentel Unk 40.0 SEER:14.00
SHGC: b.Cantle!Unit 18.0 SEER:14.50
d. U-Fara: N/A R' 13.Healing systems Whahr Efficiency
SHGC a Electric Heat Pump 41.0 HSPF:8.20
Area W agmul A�rerage Overhang Depth: 4.000 6. b.Electric Heal Pump 17.7 HSPF:8.20
Area WeghUA Aveage SHGC 0.241
8. Flour Types Insulation Ales 14.Hot water systems Ca :80 gallons
a.Slab-0n-Grede Edge Insulation R=ol) 213000f? aElectric p
EF:2.45
b.Floor Over Other Space R=0.0 960.00 IF p, ConservationfeeWres
c.N/A R= W None
15.Cretins Nare
I certify that this home has complied With the Florida Energy Efficiency Code for Building
UConstruction through the above energy saving features which will be installed(or exceeded) fe
in this home before final inspection. Otherwise,a new EPL Display Card will be completedbased on installed Code compliant features.Builder Signature: / gj Date: 2Address of New Home: 1n}JC2e,4 City/FL Zip: A,?>.)f--L 32233
'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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
2/161201710:02PM EnergyGagW USA-FlaRw2014 -Section R405A.1 Compliant Solhome Page l oft
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FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescriptive Methods
ADDRESS: 1458th St permit Number:
Atlantic Beach,FL
MANDATORY REQUIREMENTS See individual code sections for full details.
X 401.3 Energy PeAomrence Level(EPL)dlsplay pard(MaMatarF)• The Wilding officio shell require Mal m energy pedm nm Iwai(EPL)display
cab be completed and carriietl by the builder to be accurate and correct before final approval err the building for occupancy.Florida law[Section 553.9085,
Florida Statues]requires One EPL display tend to ba included as an addendum to each sales contract for Wh presdd and nenpresold residential buildings.
The EPL display card contains informative indicating the energy performance seal and efficiencies d components installed in a dwelling unit.The building
official shall aa-Vy that the EPL display card completed and signed by the builder accurately reflects the plans and specificalims submitted to demonstrate
compliance for the builtling.A copy of the EPL display card can he found In Appendix C.
X 1111 . Nr leakage(MaMrtory). The building thermal All shall be constructed to limit At leakage in accordance w8n the requirements of Sections
R402.1 through R402 a 4.
X R403.4.111allding thermal envelope. The building Memtal envelope shall comply Aflh Sections R402.4.1.1 and R402.4.1.2.The sealing
melhutls between dissimilar meledals shell ellowta tldfaentiel expansion antl contracdm.
• R402A.1.1 InshOntlon.The components of the Wilding thermal enselape as listed in Table R402.4.1.1 shall be nstalletl in accordance with
the manufacture's Instructions and!Me atom listed In Table 402.4.1.1,as applicable M the msthed of construction. W here required bythe
tale Annu al,an apyroAd[Mind party shall impact all canparents and verity compliance.
R402A.1311'esting. Thebuilding or dwelling unitshall betested and verified as hating an airleekage talent outm¢essil 5air changes
per hour in Climate Zones land 2,and 3 air changes per Mur in Climate Zones 3 through 8.Testing shall be conducted with a blarerdoor W
a pressure d 0.2 inches w.g.(50 pascals).Where required by the code official,testing shall be conducted by An approved(hind party.A
wrftan Wad of the results of the test shall be signed by the party conducting Me test and provided to the code official.Timing shalt be
perfumed At any time after creation of all penetrations of the building thermal envelope.
During lasting:
i.Extedor windows and doors,fireplace and stove docs shall be closed,but rest sealed,beyond the intended weatherstripping or other
infiltratiin control measures:
2.Dampers Including exhaust,intake,makeup air,meeting and Flue dampers shop be closed,but not sealed beyond intended
infiltration control measures;
3.Interior costs,if installed M Me time of the lest,shall be open;
4.E dedor daces for continuous senMadrr systems and heat recovery ArMhoors shall W closed and sealed:
5.Heating and coding systems,p installed At the time of the test,shall be turned off;and
6.Supply and return registers,If insMlled at the time of the tat,shall be fully open.
X R403A3 FIraplaoli New waodbuming fireplaces shall hats tight-ffting flue compete and outdoor combustion Mr.
X 840TA.3 Finashallon air l aMga indows,skylights and sliding glass doors shall have an At infiltration rate d no mere than 0.3 cion per
square loot Its Usini and awingli g dome no more than 0.5 cfin per square foot(2.6 JMm2),when fated according to NFRC 400 or
AAJI M1 DMNCSA 101113.21A440 by an anued0eq independent laboratory and listed and labeled by Me manufacturer.
Exception: Site-buiftwindo4s,skylgh6 anddoms.
X RAU2AA Recessed lighting. Recessetl luminaires installed in the building thermal envelope shall W sealed b limit ar leakage between
conditionetl and uncondaumd spaces.All recessed luminance shall be IC-rated and labeled as having an At leakage mile not moss Man 2.0
cfm(0.944 Us)when tested in accordance wind ASTM E 283 At a 1.57 par(75 PA pressure differential.All recessed luminaires shall be sailed
with a gasket or caulk between the housing and the interim well or ceiling caning.
X 8403.1.1 Thermostat provision(Mandstdry).At least one Ih6mnesmat shall be provided for each separate heating and coding system.
X 8403.1.9 Hut pump supplementary heat(Mandatory)Hea pumps hating supplementary elecbiaraistance heat shall ba"cmtrds that,
except during defrost.prevent supplemental heat operation when the heal pump canpresao can meet Me heating load.
X RW3.2.2 sealing(Mandatory4.11 ducts,air handlers,and filla Wxes and building cavities Mel tone the primary or containment pasaeways for
air distribdim systems shall be considered ducts and plenum chambers,shall b,constructed and sexed in accordance with Section C4o3.2.72
store Commercial Provisions of this code and shell be shaven to meet duct tightness others by post-construction or rough-in testing belay.
Duct tightness ahall N verified by rating to Salim 803 At the RESNET Standards by either an mangy rotor ceripied in accordance wind Section
553.99,FAnda Statutes,m as sumodzed by Florida Statute,to to'substaMially leak free'by Amer of tine fdlumng:
1. Pmt<onstruc0m tat Tell leakage shall be less than or equal to 4 clan(113 Umin)Pan 100 All fast(9.29 hi of conditioned floor area Ahern
fated at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer'a At handler enclosure.NI register bods
shat W taped or dhenwise sealed dung Me tat.
2. Rough-in test Total leakage shall be Was than or equal to 4 cfm(113 Umin)per 100 square fed(9.29 hi of conditioned!floor Area Ahen tested At a
pressure differential At 0.1 inches Ms.(25Pa)across the system,Including the manufacturers air handler welcome.All registers shall be taped m
olhemise sealed during Me tat If Me air handler is not installed at Me time of the tat,ictal leakage shall be las than or equal to 3 ofm(85 Umin)per
100 square feel(9 29 m2)of condpbnad floor area.
Exceptions:
1. The total leakage test is not required for ducts and air handlers located entirely whin Me building envelope.
2. Duct mating is not mandatory for buildings complying by Section R405 of this code.
2116/201710:02 PM EnergyGageW USA-FlaRcsNl4 -Section R405.4.1 Comph Page 1 of 3
c
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
X R4g3.g.]Building Cavities(Mandatory). Building framing cav0ies shat rat be used as ducts or plenums.
X Bill Mechanical system piping insulation(MMMetory). Machanical system piping capable of carryng,fluids above 105•F(41`C)a
below 55-F(13°C)shall be insulated to a minimum of R-3.,
RM3.3.1 Protection of piping insulation.
❑ 11403.0.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an eutacatb or readily accessible
manual switch that can turn off the hot-water circulating pump when the system is not in use.
X 11405.0.3Real haps(Mandatory). Staragewala heaters not equipped with Integral hell traps and having vertical pipe nears shall have heat
traps installed an both the inlets and options.Expense]heat traps shall consist of agar a commercially available heal hap a a downwar and
upward berM of a least 3 h inches(89 mm)in the hot water distribution Ire srq cold water has located as close is,possible to me storage tank.
X 8405.4.4 Water heater eificiencies(Mandate,).
X 11403.0.0.1 Storage water heater temperature wMrots
R40]AA.1.111utomatic wMrols.
$era w belting systems shill be equipped with adanatic temperature cmUd capable of
adjusenentfrom the lowest to the highest acceptable temperature earrings for Me intended use.The minimum temperature setting rage
shall be frarn 100-F to 140-F(38-C h BPC).
11401 Shut down. Asepamteswkhoracleadymerke d=hbreakashdib provided[opermhthepowasuppli W
elecMc service systems to be turned off.A separate valve shall be providetl to parm0 the energy supplied to the main burners)of
combustion types of service ware heating systems to be tuned off.
X R43"2Wallerhsali"puipmmt. Wserheating equipment installed in maiderbal units shall mselthe minimum eficioncies of Table
C404.2 in Chapter 4 d the Florida Building Code,Energy Conservation Commercial Provisions,fa he type of equipment installed.Equipment
used to provide heating functions as part d a combination system shall aadsfy all impact requirements fa Me appropriate water heeling category.
Sala water heaters shall met the crude Section R403.4.4.2.1.
R409.4.0.218e1arwaist hcalhq syatems.Sdar systems its domestic hot water production are rated by the annual solar srreglyfador
of the system.The solarenergy factor of a system shall be dsamined hom the Florida Solar Energy Center Direco yd Carl Solar
Systems.Solar collectors shall Ire tasted in accordance with ISO Standard 9808,Test Methods fa Solar Collarbone,and SRCC Standard
TM-1,Saar Domestic Hot Water System and Canponent Test Praa;d,Collapses in installed solar water hoping systems should meet
the following criteria:
1. Be installed with a 011 angle between 10 degrees and 40 degress d Me horizontal;and
2. BeinsWIWe anaientati W(hin450e rmof WesouM.
❑ R403.5 Mechanical ventilation(Mandatory).The Wilding shall the provided with ventilation that meets the requirements of the Flwids
Building Cade,Residential or Florida Building Coble,Mechanics,as applicable,or with other apprmetl means of ventilation.Outdoor air
intakes and amausts shall have automatic a gravity dampers that close when Me ventilation system is not operating.
X Ill Reading and cooling equipment(Mandatory). The following sections are mandatory fa coding and healing equipment.
X R40].&l Equipment siring. Heating aM waling equipment shall be sized in act once with ACCA Manual S based m 0a
equipment loads calculated in accandancewitb ACCA Manual J a other approved heating and coding calculation nagadologi ss,based
on building loads for the directional crenation of the building.The manufacturer and model number of the witlaa and indoor units(it
split system)shall be submitted along with the sensible and total coaling capacities at to design conditions described In Section R302.1.
This coda does not sloe designrer safety factors,provisions for future Wansion or other factors which agreed equipment sizing.System
shirg calculations shall net include loads created by lots intermittent mecredical installation such as standard kitchen and bathraom
exhaust systems.
• R405.8.1.1 Cooling equipment capacity. Coding only equipment shall beseeched d so that its ictal capacity is not less than the
calculated total load,but net more then 1.15 times greater than the tats bed calculated according to Me procedureselected in Section
403 6,or the closest avalable size provided!by the ma uffedureYs product(Ines.The corresponding latent capadty,of the equipment shall
net he less than the calculated Indent load.
2/1812017 10:02 PM EnergyCaugeOn USA-FlaRes2014 -Section R405.4.1 Canpli Page 2 of 3
i
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
X R403.6.1.1 Cooling equipment capacity.(sentiment) Thepublishad value for AHRI local capacity is a nominal,rating-test value and shall not
N used for equipment sizing.Manufacture's expanded performance data shall bu used to select coding-only egWpment.This selection shall be
used n select coding,mly equipment.This selection shall be based on the outdoor desgn dry bulb temperature for the load calculation(or
warring water temperature for water-source equipment),the blaver chin pmyitletl"a expanded performance dans,the design you.for warning
%at bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wel bulb and dry bulb tempaature shall bu for the kdoor tlry,bulb and re atirw humidity used for the lead calculaion
and shall be adjusted for helium side gains ff the return duct(s)Is installed in an unconditioned space.
Exceptions:
1. Adel single,and multi-family residen4al equipment sizing may be selected so that me move,capacity is less Man%e
calculatetl told sensible land but lout less than 80 pement of that Iced.
2. W ben signed and sealed by a Florida-registered engineer,in abaci single,ata multi-family units,the capacity of equipment
may be sized in accordance Win good design practice.
X 8403.6.1.2 Heating equipment capacity
8403.6.1,2.1 Neat pumps. Haat pumps sizing shall be hazed on the cooling requirements as calculated according to Section R403.6.1.1
and the haat pump total coding capacity shall not be mare than 1.15 times greater than the design coding load.
8403.&1.2.2 Ek der it me funmen. Electric reeiskncefurnaces shall IN sized within 4 kW of the design requirements
calculated according to the procedure selected in Sevin R403.6.1.
8403.6.1.2.31'ossllfuelhea6ngsqulpmmt. Tlncapseltyoffossil fuel heating equiprearde h natural draftatrtwspherk burners shall
net be less Man the design load calculatetl in accardancewith Section R403.6.1.
X 8403.6.1.3Fabneepackyrequie forapaelalocca s. RmidencesraquirrtgaxcesscodiMmhefin quipmentcapaciymm
intermittent basis,such as anticipated additional leads caused by major entertainment oyster,shall have equipment sizetl or controlled to prerent
continuous space curling a heating within that spore by we or more of the following options:
1. A separate coding a heating system is utilizetl to protide cooling or healing to the major entertainment mens.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
0 R40Y7Systems amvieq muklpla J ilin units(MendMM). Systemaserwrg multiple dxNNng units shal cornfily with Swims C403 antl
C4M of me Commercial Provisions in lieu of Section R403,
11 MIB&mw melt syskm eontmla(MaMOaq). SoouarM ice-melting systems,supplied through anergy service to the building,shell
include automatic connote capable of shutting off to system when the Pavement temperature is ab rm 55•F,arta m precipitation is felling and an
automatic or manual control that will allow shutm when the outdoor temperature is aboe,40°F.
O 8403.9Swlmmingp els,int"M puaMpoMbkapas(Mmdakry Themergyrequirementsfaresidantlapodsmdingmundspm
shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for podable spas
shall be in accordance with ANSIIAPSP-ib.
O R403.9.1 peal and spa heaters. All pad healers shall he equipped with a readily accessible m-off scotch Mat is mounted outside the
theater to allow shuking of the healer without adjusting the prermostat seting.
8403.9.1.1 Gas and oil-fired pool mrd spa hWan. Aligns-and dl-fired pod and space hewers shall hone a minimum Marcel
efficimcy d B2 percent nor heaters manufactured m a akar Apol 16,2013 when tested in accardmce with ANSI Z 21.56.Pad heaters
fired by natural gas or LP as shall rout have continuously burning pilot lights.
8401.9.1.2 NW pump pool hewers. Hent pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with
AHRI 1160,Table 2,Standard Rating Conditiarn-Low Ar Terepera se.A lest report froon an independent:laboratory is required to verify
procedure compliance.Geothemlal swimming pool heat pumps are not required to most Mia skrMard.
O 8403.93 Ylme swkehes. Time swtchaz a other contrt nouthod Mat can wounAraly tum o f and on heaters and pumps according We press
schedule shall be installed on all beaters and pumps.Heaters,pumps ata motors that have built intimas shall be deemetl in compliance with this
equipment.
Excelunime
• 1. Where public health standards require 24-hour pump operations.
2. Where pumps are required he operate soar-and wazte,heat-recovery fired heading systems.
3. Where pumps are powered e=Wsively from on-ake rerreweble generation.
O R4o3.9.3 Govan. Heated swimming pods antl ingrmnd permanently inskllad spas shall be equipped with a vapor-re wt .ser m a M the
water surface or a liquid cover or other means prem to reduce hent Inas.
Exespkon: Outdoor pods denying over 70 percent efthe morgyfor healing from site-renoveretl margy,such as a heat pump leader
enegy source computed orer m gusting sensm.
X R111404.1 Lighting equipment(Mandstory). A minimum of 75 percent of the lamps in permanently installed lighting gunmen shall be
hghafficacy lamps or a minimum of 75 percent of pertnmmtly installed lighting fixtures shall cmkin only high once,Imps.
Exception: Lou-wltage lighting shall net be required to utilize high-efficary lamps.
O 8404.1.1LlgMln "ulpm (MaMatmy). Fuel gas lighting systems shall not have continuously buming pilot lights
X 8405.2 par(mmanea ONLY. All ducts not entirely'mslde the building thermal emelape shall bu insulated me minimum a RE.
X M05.2.1p ormmn ONLY. Ceilings shall has minimum insulation of RAS Wheresirgleassembydlheegouaed deckend beam types
.Me deck outs do not here sufficard space,R-10 is allwretl.
W16I2017 10:02 PM EnergyGmgW USA-FWRes2014 -Section R405.4.i Compli Paga3 d3
FORM R405-2014
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Nemo: Sellers Residence Builder Name:
Stmet 1458th St Permit Office: Atlantic Beach
Cly,State,Zip: Atlentk Beach,FL, Permit Number:
Owner: Jurisdiction: 281100
Design Location: FL,MAYPORT_NS
COMPONENT CRITERIA CHECK
Air barrier and thermal barrier A wntinuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier. X
Breaks or joints in the air barrier shall be sealed.
Air-permeable insulation shall not be used as a sealing material.
Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed. X
Access openings,drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed.
Comers and headers shall be insulated and the junction of the foundation
Walls and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed. X
Exterior thermal envelope insulation for trained walls shall be installed in
substantial contact and continuous alignment with the air harder.
Knee walls shall be sealed.
Windows,skylights and doors The space between window/dwrjambs and framing and skylights and X
RimjoistsRim joists are insulated and include an air barrier. X
Fiwm (including above-garage Insulation shall be installed to maintain permanent contact with underside
and cantilevered floors) of subflwr decking. X
The air barrier shall be installed at any exposed edge of insulation.
Crawl space walls Where provided in lieu of floor Insulation,insulation shall be permanently
attached to the crawlspace walls. X
Exposed earth in unvented crawl spaces shall be covered with a Class I
Shafts, penetrations Duct shafts,utility penetrations.and Flue shaft openings to exterior or X
unconditioned space shall be sealed.
Narrow Cavities Batts in narrow cavities shall be cul to fit,or narrow cavities shall be filled
by insulation that on installation readily conforms to the available cavity X
soarers.
Garage separation Air sealing shall be provided between the garage and conditioned spaces. X
Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be X
air tight, IC rated,and sealed to the drywall.
Plumbing and wring Batt insulation shall be cut neatly to fit around wiring and plumbing in
exterior walls,or insulation that on installation readily conforms to X
available space shall extend behind piping and wiring.
Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air X
barrier installed separating them from the showers and tubs.
Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or X
air sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall be X
sealed to the sub-fiwr or drywall.
Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have X
gasketed doors
211812017 10:02 PM EnwgyGageO USA-FlaRes2014 Sectlart R40 Al Compliant Software Page 1 of 1
Project Summa "b:
wrightsoft' l Dale: 2J&17
1st Floor en a.ON.
Energy Design Systems,Inc.
11MSnaw Rd,AclRsmMIk,FL 33]33 PIwne:RCM-Y 3670 Fac W0.266 M Ertml:eds yQp l.cq
Project Information
For: Sellers Residence
145 8th St,Atlantic Beach
Notes:
Design
Weather. Maypon Ns, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 38 °F Outside db 94 °F
Inside db 68 eF Inside db 75 eF
Design TD 30 °F Design TO 19 eF
Daily range L
Relative humidity 50 %
Moisture difference 50 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 25405 Bluth Structure 31420 Btuh
Ducts 0 Btuh Ducts 0 Btuh
Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh
(none) (rwne)
Humidification 0 Bluth Blower 0 Btuh
Piping 0 Btuh
Equipment load 25405 Btuh Use manufacture's data y
Rate/suing multiplier 1.00
Infiltration Equipment sensible load 31420 Btuh
Method Simplified Latent Cooling Equipment Load Stang
Construction quality Average
Fireplaces 1 (Average) structure 3520 Btuh
Central vent(0 cfm) 0 Btuh
HesB Coolin
ng g none
Area(ft=) 2130 2130 Equipment latent load 3528 Btuh
Volume(ffJ 21300 21300
Air changesfhour 0.27 0.13 Equipment total load 34948 Stub
Equiv.AVF(cfm) 94 45 Req. total capacity at 0.75 SHR 3.5 ton
Heating Equipment Summary Cooling Equipment Summary
Make Tern ar Make Tem r
Trade TEMPSTAR Trade TE PSTAR
Model N4H442GKGee Cond N4H442GKGfe
AHRI ref 9666840 Coil FEM4X42eBL
AHRIref 9666840
Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER
Heating input Sensible cooling 28000 Btuh
Heating output 41000 Btuh Q 47'F Latent cooling 12000 Btuh
Temperature rise 28 °F Total cooling 40000 Btuh
Actual air flow 1333 cfm Actual air flow 1333 cfm
Air flow factor 0.052 cfm/Btuh Air flow factor 0.042 cf n/Btuh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.90
Capacity balance point= 26°F
Backup:
Input= 7 kW, Output=22795 Btuh, 100 AFUE
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
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Project Summary 9 ]/&17
wrightsoft u
2nd Floor a.alls
Energy Design Systems,Inc.
117N ikE Rd.. kaanWle,FL 32223 Ph, :90g-26&3670 F ar 904.268.3570 Enol:eLL ar6aretl com
Project Information
For: Sellers Residence
145 8th St,Atlantic Beach
Notes:
Desiqn Information
Werther: Maypon Ns, FL, US
Winter Design Conditions Summer Design Conditions
Outside db 38 'F Outside db 94 °F
Inside db 68 °F Inside db 75 aF
Design TD 30 °F Design TD 19 °F
Daily range L
Relative humidity 50 %
Moisture difference 50 gr/Ib
Heating Summary Sensible Cooling Equipment Load Sizing
Structure 11734 Btuh Structure 15164 Btuh
Ducts 0 Btuh Ducts 0 Btuh
Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh
(none) (none)
Humidification 0 Btuh Blower 0 Btuh
Piping 0 Btuh
Equipment load 11734 Btuh Use manufacturers data y
Rate/swing multiplier 1.00
Infiltration Equipment sensible load 15164 Btuh
Method Simplified Latent Cooling Equipment Load Sizing
Construction quality Average
Fireplaces 1 (Average) Structure 1284 Btuh
Ducts 0 Btuh
nngg g Central vent(0 cfm) 0 Btuh
Area(fl1 IIma960 11960 Equipment latent load 1284 Btuh
Volume(f d) 11616 11616
Air changes/hour 0.41 0.19 Equipment total load 16448 Btuh
Equiv.AVF(cfm) 79 38 Req. total capacity at 0.82 SHR 1.5 ton
Heating Equipment Summary Coogng Equipment Summary
Make Tompsta Make Templar
Trade TEMPSTAR Trade TEMPSTAR
Model N4H418GKG" Cord N4H418GKG"
AHRI ref 9671836 Coil FXM4X18"AL
AHRI ref 9671836
Efficiency 8.2 HSPF Efficiency 12.0 EER, 14.5 SEER
Heating input Sensible cooling 12600 Btuh
Heating output 17700 Btuh Q 47°F Latero cooling 5400 Btuh
Temperature nse 27 aF Total cooling 18000 Btuh
Actual air flow 600 cfm Actual air flow 600 cfm
Air flow factor 0.051 cfm/Btuh Air flow factor 0.040 cfm/Bluh
Static pressure 0 in H2O Static pressure 0 in H2O
Space thermostat Load sensible heat ratio 0.92
Capacity balance point=29°F
Backup:
Input= 3 kW, Output= 10861 Btuh, 100 AFUE
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
2017{Wlfi 22 05:01
WrighGsoft' Right S.". 2017 17.0.17 RSU17457 PNe2
ai ASabrs Realdenro.14.5 Blh S1,Rtl kh.ruP Cek-VA Fmnl Den M1we: S
Manual S Compliance Report Job:
Wright5oft` P P D.ea: 19/17
1st Floor By: M.Ellis
Energy Design Systems, Inc.
11727 emR Rd J ksorWle,FL Min PM :9O4288J970 Fer 9W 266uM70 E-0.etls nyl,Can
Project Information
For. Sellers Residence
145 Slh Sl,Atlantic Beach
Cooling Equipment
Design Conditions
Outdoor design DB: 94.4"F Sensible gain: 31420 Bluth Entering coil DB: 75.0°F
Outdoor design WB: 77.4°F latent gain: 3528 Btuh Entering coil WB: 62.5eF
Indoor design DB: 75.0°F Total gain: 34948 Bluth
Indoor RH: 50% Estimated airflow: 1333 cfm
Manufacturers Performance Data at Actual Design Conditions
Equipment type: Split ASHP
Manufacturer. Tempstar Model: N4H442GKG•'+FEM4X42efBL
Actual airflow: 1333 cfm
Sensible capacity: 29600 Btuh 94%of load
Latent capacity: 10400 Btuh 295%of load
Total capacity: 40000 Btuh 114% of load SHR: 74%
Heating Equipment
Design Conditions
Outdoor design DB: 38.1°F Heal loss: 25405 Btuh Entering coil DB: 68.0`F
Indoor design DB: 68.0°F
Manufacturers Performance Data at Actual Design Conditions
Equipmenttype: Split ASHP
Manufacturer: Tempstar Model: N4H442GKGee+FEM4X42-BL
Actual airflow: 1333 cfm
Output capacity: 41000 Btuh 161%of load Capacity balance: 26 °F
Supplemental heal required: 0 Btuh Economic balance: -99 °F
Backup equipment type: Elm strip
Manufacturer: Model:
Actual airflow: 1333 cfm
Output capacity: 6.7 kW 90% of load Temp. rise: 50 °F
Meets are all requirements of ACCA Manual S.
m17-Feb1822:0821
wright SOfr Rmhts..Un emaI N17 n.o.n Rsun457 P.0¢1
.-al dsele Resilems.108th 51,M 9ch.rup Calc=MA ROM Danhcp S
vmrightww Manual S Compliance Report Job: vM17
2nd Floor Br. M.Mire
Energy Design Systems,Inc.
IM7 Melly Rd..6:M 11e,FL 32223 F1nre:9D1 3870 Fax 600.2&43670 Em:eE
Project Information
For: Sellers Residence
145 8th St,Atlantic Beech
Cooling Equipment
Design Conditions
Outdoor design DB: 99.4°F Sensible gain: 15164 Btuh Entering coil DB: 75.0°F
Outdoordesign WB: 77.4°F Latent gain: 1284 Btuh Entering toll WB: 62.5°F
Indoor design DB: 75.0°F Total gain: 16448 Btuh
Indoor Rid: 50% Estimated airflow: 600 cfm
Manufacturer's Performance Data at Actual Design Conditions
Equipment type: SplitASHP
Manufacturer: Tempstar Model: N4H418GKG"+FXM4X18eeAL
Actual airflow: 600 cfm
Sensible capacity: 13320 Btuh 88%of load
Latent capacity: 4680 Btuh 364%of load
Total capacity. 18000 Btuh 109% of load SHR'. 74%
Heating Equipment
Design Conditions
Outdoor design DB: 38.1°F Heat loss: 11734 Btuh Entering coil DB: 68.0°F
Indoor design DB: 68.0°F
Manufacturers Performance Data at Actual Design Conditions
Equipmenttype: Split ASHP
Manufacturer: Tempstar Model: N4H418GKG•+FXM4X18"AL
Actual airflow: 600 cfm
Output capacity: 17700 Btuh 151%of load Capacity Balance: 29 °F
Supplemental heal required: 0 Btuh Ecorwmic balance: -99 °F
Backup equipment type. Elec strip
Manufacturer: Model:
Actual airflow: 600 cfm
Output capacity: 3.2 kW 93%of load Temp. rise: 50 °F
Meets are all requirements of ACCA Manual S.
2017{e1b-1632:06:21
Wrigittil RIOMSWIdS� —1 2(n7 17.0.17 RSU17457 Pg,2
/µN ..A ASeb R.W..e.145 Mb Sl,AN B.h.rup Co.=MA F.Dow Wood: S
x
1st Floor
Bed 1 23 dm
241 cam
225 cfm
Bed Pewde Kitchen
4•
7' 8'
6' 67 dm
42d
q" 5 m
Bath 1 6
Laundry 2' \14-
5.
6• 14"5• 4c FJ�p Dining
cf 4%Ih
57 Orn 57 chn
52 dm
8
5 5"
256 clm 305 dm
Livinq
Bed 2
Job#: Exclusively for the use of: Scale:l :93
Performed for: Page 1
Sellars Residence Danavan AO RPubSulU0 Un kdsal 2017
1458th Sl 17.0.17 RSUt)457
Atlantic Beach 2017fal,16 22:06:45
.sldence,145 8th St,A8 Bdr.rup
4
N
__._.. 2M Floor
Master Bed
103 f.
8' Loft
6. B
146 cfm
03 cfm
800 cfm
12' 6'
14' 112 coin
WIC
59 2
� IC 2 Master Beth
5'
4-
Job M Exclusively for the use of: Scale:1 :96
Performed for: Page 2
Sellars Residence D,novnAC RghtSultalD Unwai 2017
1458th St 1].0.1]RSU1)45]
AtI.Me Beach 201]-Fe 16 22:06:45
...sidenca.145 6th St.AN 8cm rup
wrightsoft
Duct System Summary Baba,
1st Floor By:
Exclusively for the use of:
Donoren ac
Project Information
For: Sellars Residence
145 8th St,Atlantic Beach
HeMng Cooling
Extemal static pressure 0.10 in H2O 0.10 in H2O
Pressure losses 0 in H2O 0 in H2O
Available static pressure 0.10 in H2O 0.10 in H2O
Supply/return available pressure 0.075/0.025 in H2O 0.075 10.025 in H2O
Lowest friction rate 0.058 iN100ft 0.058 in/100ft
Actual air flow 1400 cfm 1400 cfm
Total effective length(TEL) 174 ft
Supply Branch Detail
Design Rig Clg Design Diam H x W Duct Actual Ftg.Egv
Name (Btuh) (cfm) (cfm) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk
RMhl h 399 15 13 0.071 4.0 Oxo VIFx 14.8 90.0 st3
Rams h 1358 52 50 0.066 4.0 Oxo VIFx 19.2 90.0 st3
Red 1-A h 6260 241 225 0.068 7.0 Ox 0 I VIFx 19.2 90.0 st3
Rad 2-A c 7057 251 256 0.090 6.0 Ox 0 VIFx 13.5 70.0
cans I h 1743 67I 61 0.0701 6.0 Ox 0 VIFx 16.8 I 90.0 st3
olnlre c 1585 53 57 0.0601 0.0Ox VIFx34.2 90.0 s12
olMn A c 1585 53 57 0.0581 8.0� 0x0 VIFx 40.0 90.0 st2
xnnhan c 6207 217 225 0.0591 8.0. Oxo VIFx 35.9 90.0 st2
reanmr h 3472 134 129 0.1025.0� 0x0 VIFx 3.6 70.0
iMns I c 8418 i 2931 3% 0.081 i 5.OI Ox 0 VIFx i 22.4 I 70.0
pa..aa h 608 23 22 0.058 4.0 Oxo VIFx 39.0 90.0 sr2
Supply Trunk Detail
Trunk Hlg Clg Design Veloc Diam H x W Duct
Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk
st2 Peak AVF 347 362 0.058 338 14.0 0 x 0 VinIFIx
st3 Peak AVF 376 348 0.068 478 12.0 0 x 0 VinlFlx
mww:ax..n.w e.eRmen�ayorvrMJ.n
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Return Branch Detail
Grille Htg Clg TEL Design Veloc Diam H x W Stud/Jcist Duct
Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) I (in) Opening(in) Mail Trunk
65 0x0 442 414 41.6 0.061 809 1&0 Oz 0 VIFx rt1
66 Oxo 107 115 41.6 0.061 329 &0 Dz 0 VIFx rti
W I Oxo 91 85 43.9 0.058 261 &0 Ox 0 I IVIFx rt1
rb4 Oz0 761 786 33.6 0.075 563 16.0 Ox 0 VIFx rti
DetailReturn Trunk
Tmnk Htg CIg Design Val. Dlam H x W Duct
Nene-- - —Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk
rt1 Peak AVF 1400 1400 0.058 530 22.0 0 x 0 VinlFlx
m.M.,x,wr.unw
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+�- wrightso •
Duct System Summary Da
ftte:
2nd Floor ar
Exclusively for the use of:
Doeenc
Project Information
For. Sellars Residence
145 8th St,Atlantic Beach
Heating Cooling
External static pressure 0.10 in H2O 0.10 in H2O
Pressure lasses 0 in H2O 0 in H2O
Available static pressure 0.10 in H2O 0.10 in H2O
Supply/return available pressure 0.072/0.028 in H2O 0.072 10.028 in H2O
Lowest friction rate 0.062 iN1001ft 0.062 in1100ft
Actual air Flout 600 cfm 600 cfm
Total effective length(TEL) 160 it
Supply Branch Detail
Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv
Name (Btuh) (cfm) I (cfm) FR (in) (in) Meal Ln(ft) Ln(ft) jTrunk
Los h 4124 1481 148 0.065 8.0 Ox 0 VIFx 20.6 90.0 st1
Mester Beth h 3119 112 112 0.062 6.0 Oxo VIFx 25.2 90.0 stl
Mester east c 3149 1021 103 0,064 8.0 Oxo VIFx 21.8 90.0 ep
Mester esan c 31491 1021 103 0.0661 8.01 Oxo MFX 19.6 90.0 1st1
WIG 1 h 21481 77 75 0.093 5.01 Ox 0 VIFx 7.2 70.0
WIG c 17881 581 59 0.0951 4.O1 Ox IVIFx 1 5.4 1 70.0 1 1
Supply Trunk Detail
Trunk Htg I Clg Design Vela Diam H x W Duct
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sti Peak AVF 465 466 0.052 593 12.0 0 x 0 VinlFlx
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rb3 0.0 600 600 45.3 0.062 561 14.0 Ox 0 VIFx
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BUILDER:Prepay Ao].
SUBDIVISION OR Sita
FILE COPA LOT NUMBER:
MODEL:Sellers Renova@n
DESIGNEDICHECKED:DAP
SIGN PRIOR TO TRUSS PRODUCTION ���
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'w This drawing is not sufficient
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Additional instructions
accompanying this drawing,
. CO STR T N including BCSI-B1,should be
AD
96 687 T A S I i i used in conjunction with the
architectural and structural
plans during installation. If
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REVIA OF SHOP CDRT NGS S MTT LS. O components shown On this
SOT MILES SHALL NRE IE TH IA o page, please contact Apex
OF RESPONSIBILITY FO ANY E AT 0 c Technology fora free Copy.
THE CONTRACT DOCU
INSTRUCTIONS. OR BUIL No CODE RREOUIREMENTS 5 Yb Permanent bracing for the
URLESS THE CONTRACTOR HAS NOTIFIED '• building, including bracing to
THE ENGINEEB_1N—'d'RLLNG OF SUCH DEVIATION resist wind,seismic,of other
AT THE TIME OF STIBMI�TE�'J�P � lateral forces,and permanent
CLARIFICATION,--A =ION
WRITTEN APPp.VAL
OF THE SPECIFIC OEVIATIONt NOR SHALL 9t: bracing for all Structural
REVIEW RELIEVE THE CONTRACTOR FROM elements, i5 the responsibilityRt SPONSIBILITY OF ERRORS OR OMISSIONS IN '.HE
I. :OR DRAWINGS, SUBMITTALS. OR SAMPLES. REVIEW of the Engineer Of Record for
IS FOR THE CONFORMANCE OF DESIGN INTENT ONLY, the structure or the building
Ti. R- CONTRACTOR IS RESPONSIBLE FOR DIMENUR:NS, designer,per ANSI/TPI 1-
OUANTITIES. AND COORDINATION ANDIC
SCHEDULING WITH OTHER TRADES, REVIEW DOES F,, �,�1 2002 Chapter 2.
NOT AUTHORIZE ANY CHANGES INVOLVING
ADDITIONAL COSTS UNLESS SPLCIFICALLY STATED \1IIn Jh
IN SEPARATE CORRESPONDENCE OR CHANGE OROER(S). t • ,
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Information , R7
145 8TH ST H
Structural Enalneer gf Record
-Jeffrey B.Sellers
FL PE#68313 Tru eHo u se
WIND LOADING(Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd = 1.00)
MWFRS TCLL 20 psf TCLL 40 psf
13OMPH(3 second gust)\ASCE 7-10 TCDL 7 psf TCDL 17 psf
Enclosed Structure(0.18) BCLL 0 psf+ NCLL 10 psf BCLL 0 psf
Exposure C BCDL 5 psf BCDL 5 psf
Occupancy Category II(Res)
FBC 2014 RES\TPI 2007 E-� RAI 1
This Package inlcudes 77 truss designs with individual date of design TRUCTION SOLUTIONS INC.
NO JOB ID TRS ID DATE NO JOB ID TRS ID /IIDr A`dlp$'Im S ITH51�1 DATE
1 "6]377 F01 - V26/20u 29 6]6/7 J12 1/2680 I 1/�6/2J17
2 67377 F02 1/26/2017 30 67377 J13 1/26/2017 58 673771/26/2017
3 67377 F03 V26/2017 31 6737] J14 WWM17
4 673]7 F04 1/26/2017 32 6]377 J15 1/26/2017 80 67377 6/2017
5 87377 FOS 1/28/2Jll 33 6]377 J18 0 H NTM TU1(267201T
SA
6 67377 F06 1/28/1017 34 67377 J17 F N 83II RN3{DR ANY Y SBI ATIOT 26/2017
T 67377 - F08 1/26/2017 35 87377 J18 THF12QM N 26/ 17
8 67377 FG01 1 2017 36 67377 J39 G lR7MACTOR IF26 N 0 T I IE111126/2017
9 67377 FGE01 1/26/2037 37 67377 J20 THH211l E IN 6/2017
10 67377 FGE02 1/2672017 38 67377 121 AN 6 AWED w ITA�L'MP OVIIIBR017
I1 67377 FT01 1/26/20 7 39 6737] J22 OFFI76AF01 P FI 67`dYPATIOM. 2017
]2 67377 HJOS 1/2A/2017 40 6737] TOS LI R I5�pN5 I TNR6/201T
13 67377 FU02 ]/26/2037 41 67377 T02 aH4JR6AA7A I AUTTAL5, OR 6/2017
14 67377 H103 1/26/2017 42 67377 703 15— � 1� IMEN,V)926/20u
15 67377 HJ04 1/26/1017 43 673]7 704 /� E 3 A 107nDgi 18QN AN igj4072017
I6 67377 HJ05 V2QM17 44 67377 T05 SCgfQW1 2017
17 67377 HJO6 1/2OM17 45 67377 T06 ST 6BRiFSS SPE I7WALLV 6 FlE.B6/2ov
18 -C JOl 1/26/2017 46 6]3]7 T07 IN R 8/2017
19 67377 J02 ]/26/2017 47 67377 708 1VI26129V 75 67377 736 V26i
20 67377 J03 1/26/2017 48 67377 T09 1/2 2017 76 673 1/26/2017
21 67377 J04 V26/2017 49 67377 T10 26/ Z D N 1/28/2017
22 6]3]7 J05 1/26/2017 W 67377 T11 26JA}lP 0i - SU
23 6737] J06
1/ 17 51 67377 T12 CTED S J CI Ted RKS
24 67377 107 V16/20v 52 67377 713 V16/2ov
25 67377 J08 WW 017 53 87377 T14 2017
26 67377 J09 WWM17 54 67377 T15 q"
27 67377 J10 1/26/mv 55 67377 T16 V28/2017
28 67377 111 6/26/2017 56 6]37] T17
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4V�
JUL 96737 �Q BEARING INFORMATION
QTY SPAN DESCRIPTION BRG3 REACTION UPLIFT
1 24'06"12 FG01 FLAT 0.00/12 Pitch 2-Ply 1 4731.62 0.00
2 13974A0 0.00
3 8844.44 0.00
4 835.01 0,00
1 24'06"12 FG01 FLAT 000/12 Pitch 2-Ply 1 4731.62 000
2 13974.40 0.00
3 0844.44 0.00
4 835.01 0.00
9 08110"12 FTOI MONO 0.25/12 Pitch 1-Ply 1 805.47 0.00
2 499.90 0,00
9 08'0092 FT01 MONO 0.25112 Pitch 1 -Ply 1 605.47 0.00
2 499.90 0.00
2 09'06'07 HJ01 HIP JACK 0.1&12 Pitch 1 -Ply 1 536.29 890.00
2 323.19 195.00
3 11118 1000
2 09'06"07 HJ01 HIP JACK 0.18/12 Pitch 1 -Ply 1 536.29 890.00
2 323.19 195.00
3 111.28 10.00
3 03'10"09 HJ02 HIP JACK 018/12 Pitch 1 -Ply 1 ]55.]6 721.00
2 -197.46 0.00
3 66.93 26.00
3" 03'10"09 HA2 HIP JACK DA8112 Pitch 1-Ply 1 ]55.]6 721.00
2 -10.46 0.00
3 66.93 26.00
1 0904"05 HJ03 HIP JACK 0.18/12 Pitch 1-Ply 1 531.33 1092.00
2 310.45 218.00
3 105.70 7.00
1 09tl "05 HJ03 HIP-JACK 0.18/12 PBch 1-Py 1 531.33 1092.00
2 310.45 218.00
3 105.70 7.00
1 09'06"07 HJ04 . HIP JACK 0.18/12 Pilch 1-Ply 1 53619 890.00
2 323.19 195.00
3 111.28 1000
1 09'06"07 HJ04 HIP JACK 0.18112 Pitch 1-Ply 1 536.29 8W.00
2 323.19 195.00
3 111.28 1000
1 11'03"W HJ05 HIP JACK 0.18/12 Pitch 1 -Ply 1 1250.71 941.00
2 1120.64 31000
1 11'03"06 HJ05 HIP JACK 0.1&12 Pilch 1-Ply 1 120.71 941.00
2 112064 31000
1 12'04"07 HJW HIP JACK 0.18/12 Pitch 1 -Ply 1 1314.12 809.00
2 1153.64 304.00
1 12'04"07 HJW HIP JACK 0.18/12 Pitch 1-Ply 1 1314.12 809.0
2 1153.69 309 00
10 00'10'00 JOt JACK 0.25/12 Pilch 1 -Py 1 872.51 886.00
2 12.50 0.00
3 1093.00 367.W
10 W-10"OO JOt JACK 025/12 Pitch 1 -Py 1 872.51 886.00
2 12.50 0.00
3 1093.00 367.00
Page 1 018
Joh It 67377 BEARING INFORMATION
QTY SPAN DESCRIPTION BRG# REACTION UPLIFT
7 02'10"0 J02 JACK 0.25/12 Pitch 1-Ply 1 510.06 480.00
2 42.50 0.00
3 292.74 101.00
7 0210'00 J02 JACK 025/12 Pilch 1 -Ply 1 510.06 480.00
2 42.50 0.00
3 292.74 101.00
4 01'10"00 J03 JACK 0.25/12 Pitch 1 -Ply 1 500.53 437.00
2 72.50 0.00
3 130.51 68.00
4 04'10"00 J03 JACK 0.25/12 Pitch 1 -Ply 1 500.53 437.00
2 72.50 0.00
3 130.51 68.00
18 08'10"00 JIN EJACK 0.25/12 R& 1 -Ply 1 534.04 440.00
2 102.50 0.00
3 184.51 94.00
18 0610"00 J04 EJACK 0.25112 Pitch 1 -Ply 1 534.04 440.00
2 102.50 0.00
3 184.51 94.00
2 0008"08 J05 JACK 0.28/12 Pitch 1-Ply 1 1025.68 1045.00
2 1063 0.00
3 1385.69 460.00
2 00'08"08 J05 JACK 0.25/12 Patch 1 -Ply 1 1025.68 1045.00
2 1063 0.00
3 138500 460.00
2 02'08118 JO6 JACK 0.25/12 Pilch 1 -Ply 1 532.84 505.00
2 40.63 0.00
3 330.48 110.00
2 02'08"OB J06 JACK 0.25112 Pitch 1 -Ply 1 532.84 505.00
2 40.63 0.00
3 330.48 110.00
2 04'08"08 J07 JACK 0.25/12 Pitch 1-Ply 1 513.06 452.00
2 70,63 0.00
3 127.13 72.00
2 04'08'08 J07 JACK 0.25/12 PBM 1-Ply 1 513.06 452.00
2 70.63 0 00
3 127.13 72.00
1 06110100 JOB EJACK 0.25112 Pilch 1 -Ply 1 534.04 440.00
2 102.50 0.00
3 184.51 94.00
1 061101100 JOB EJACK 0.25112 Pitch 1-Ply 1 534.04 440.00
2 102.50 0.00
3 184.51 94.00
1 06'10'00 J09 HIPM 0.25/12 Pitch 1-Ply 1 387.19 156.00
2 456.36 209.00
1 06'10"00 J09 HIPM 0.25/12 Pilch 1 -Ply 1 387.19 156.00
2 456.36 209.00
4 00.10"00 J10 JACK 0.25112 Pilch 1-Ply 1 872.51 675.00
2 12.50 0.00
3 994.30 345.00
4 00'10-M J10 JACK 0.25/12 Pitch 1 -Ply 1 872.51 675.00
2 12.50 0.00
3 994.30 345.00
Page 2 of 8
F+s
Job#67377 BEARING INFORMATION
QTY SPAN DESCRIPTION BROWN -REACTION UPLIFT
4 0210"00 Jii JACK 0.25/12 Pitch 1 -Ply 1 510.00 360.00
2 42.50 0.00
3 28333 92.00
4 02'10"00 J11 JACK 0.25/12 Pitch 1 -Ply 1 510.06 360.00
2 42.50 0.00
3 26313 92.00
4 0410"W J12 JACK 0.25112 Pitch 1-Ply 1 500.53 324.00
2 72.50 0.00
3 130.51 61.00
4 04'10"00 J12 JACK 0.25/12 Pitch 1 -Ply 1 500.53 324.00
2 72.50 0.00
3 130.51 61.00
5 06'10"00 J13 EJACK 0.25112 Pitch 1-Ply 1 534.04 321,00
2 102.50 0.00
3 184.51 67.00
5 W'10"W J13 EJACK 0.25112 Pitch 1 -Py 1 534.5 321,00
2 102.50 0.00
3 184.51 67.00
1 00'08"08 J14 JACK 0.25112 Pitch 1-Ply 1 1025.68 797.00
2 1063 0.00
3 1244.76 434.00
1 00'08"08 J14 JACK 025112 Pitch 1 -Py 11025.68 797.00
2 10.63 0.00
3 1244.76 434.00
1 02'08"06 J15 JACK 025112 Pilch i-Ply 1 532.79 380.00
2 40.84 000
3 297,43 102.00
1 02'08'08 J15 JACK 0.2512 Pitch 1 -Ply 1 532.79 380.00
2 40.64 0.00
3 297.43 102.W
1 04'08"08 J16 JACK 0.2512 Pitch 1-Ply 1 513.07 335.00
2 70.65 0.00
3 127.18 65.00
1 04'08"08 Jib JACK 0.25/12 PKW 1 -Py 1 513.07 335.00
2 70.65 0.00
3 127.18 65.00
1 03118"08 J17 EJACK 0.25112 Pitch 1-Ply 1 543.25 330.00
2 100.62 0.00
3 181.13 63.00
1 W NTO J17 EJACK 0.2512 Pgch 1 -Py 1 543.25 330.00
2 100.62 0.00
3 181.13 63.00
1 00'08"W J18 JACK 0.25112 Pitch 1-Ply 1 1088.31 845.00
2 10.62 0.00
3 1331.51 464.00
1 00108118 J18 JACK 0.2&12 Pitch 1-Ply 1 1086.31 84500
2 10.62 0.00
3 1331.51 464.00
1 02'W"12 J19 JACK 0.25112 Pitch 1 -Ply 1 562.26 405.00
2 36.44 0.00
3 341.81 114.00
1 - 02'06"12 J19 JACK 0.2512 Pitch 1-Py 1 582.26 405.00
Page 3 of 8
Job 0 67377 BEARING INFORMATION
Ow SPAN DESCRIPTION BRGI/ REACTION UPLIFT
2 38.44 0.00
3 341.81 114.00
1 04'06'12 J20 JACK 0.25/12 NO 1 -Ply 1 528.57 350.00
2 88.44 0.00
3 123.19 70.00
1 04'06"12 J20 JACK 0.25/12 Pitch 1 -Ply 1 528.57 350.00
2 68,44 0.00
3 123.19 70.00
1 02'10"00 J21 MONO 0.25112 Pitch 1-Ply 1 725.31 343.00
2 384.07 184.00
1 0210'00 J21 MONO 0.25/12 Poch 1 -Ply 1 725.31 343.00
2 384.07 18400
1 06'06"12 J22 JACK 0.25112 Pitch 1 -Ply 1 554.38 341.00
2 98.40 0.00
3 177.13 59.00
1 06'06"12 J22 JACK 0.25112 Pitch 1-Ply 1 554.38 U1,00
2 9&40 0.00
3 177.13 5900
1 33'01.08 T01 SPEC 0.25112 Pitch 1 -Ply 1 1316.93 71400
2 1316,93 739.00
1 33'01"08 T01 SPEC 0.25112 Pitch 1 -Ply 1 1316.93 714.00
2 1316.93 739.00
1 33.00"00 T02 SPEC 025112 PRch 1 -Pty 1 543.15 417.00
2 1132.16 407.00
3 1050.78 619.00
1 33'00"00 T02 SPEC 025112 PitCh 1-Ply 1 543.15 417.00
2 1132.16 407.00
3 1050,76 619.00
1 33'00'00 T03 SPEC 0.25112 Pitch 1-Ply 1 544.57 419.00
2 1132.94 398.00
3 1046.86 626.00
1 33'00"00 T03 SPEC 0.25112 Pitch 1 -PN 1 544.57 419.00
2 1132.94 398.00
3 1046.66 626.00
1 33'00"00 T09 HIPS 0.25/12 Pilch 1 -Ply 1 545.19 426.00
2 1125.63 380.00
3 1049.18 615.00
1 33'00"00 T04 HIPS 0.25112 Pitch 1-Ply 1 545.19 425.00
2 1125.63 380.00
3 1049.18 61500
1 33'00"00 T05 HIPS 0.25/12 PRO 1 -Ply 1 535.45 422.00
2 4161.87 415.00
3 1040.33 629.00
1 33'00"00 T05 HIPS 0.25/12 Pitch 1-Ply 1 535.45 422,00
2 1161.87 41500
3 1046.33 629.00
1 3TO-00 TO6 HIPS 0.25112 Pitta 1-Ply 1 573.53 447.00
2 1044.46 367.00
3 1068.65 640.00
1 33'00'00 TO6 HIPS 0.25112 PRO 1 -Ply 1 573.53 447.00
2 1044.46 367.00
Page 4018
Job E 673" BEARING INFORMATION
OTy SPAN DESCRIPTION BROM REACTION UPLIFT
3 1068.65 640.00
i 33'00'00 T07 HIPS 0.25/12 Pitch 1 -Py 1 50].35 29500
2 172422 652.00
3 1389.01 629.00
1 33'00"00 T07 HIPS 0.25/12 Pitch 1-Ply 1 507.35 295.00
2 1724.22 652.00
3 1389.01 629.00
1 33'01"08 TOB SPEC 0.25112 Pitch 1-Ply 1 1316.93 700.00
2 1316.93 729.00
1 33'01"08 T08 SPEC 0.25/12 Pitch 1 -Ply 1 1316.93 700.00
2 1316.93 729.00
1 33'01"08 T09 SPEC 0.25112 Pitch 1 -Ply 1 1384.08 700.00
2 1875.78 902.00
1 33'01"08 T09 SPEC 0.25/12 Pitch 1 -Ply 1 1384.08 700.00
2 1875.78 902.00
1 29'00'00 T10 HIPS 0.25/12 Pitch 1 -Ply 1 1187.09 703.00
2 928.04 432.00
1 29'00"W T10 HIPS 0.25112 Pitch 1 -Ply 1 1187.09 703.00
2 928.04 432.00
1 29'00"00 T11 HIPS 0.25112 Pitch 1-Ply 1 1684.00 815.00
2 1586.30 756.00
1 29'0130 T11 HIPS 0.25/12 Pilch 1 -Ply 1 1684.00 815.00
2 1586.30 756.00
1 0*00"00 T12 MONO 0.25112 Pitch 1 -Ply 1 192.01 98.00
2 192.01 102.00
1 06'00"00 T12 MONO 025112 Pitch 1-Ply 1 192.01 98.00
2 192.01 102.00
1 06'00"0 T13 HIPM 0.25/12 Pitch 1 -Ply 1 51]61 433.00
2 192.01 56.00
1 000"W T13 HIPM 0.25112 Pitch 1 -Py 1 517.61 433.00
2 192.01 56.00
1 06'00"00 T14 HIPM 0.25112 Pitch 1-Ply 1 517.61 433.00
2 192.01 56.00
1 06'0"00 T14 HIPM 0.25/12 PK& i-Ply 1 517.61 433.00
2 192.01 56.00
1 06'00"0 T15 HIPS 025112 Pitch 1 -Py 1 799.32 416.0
2 472.16 13100
1 06'00"00 T15 HIPS 0.25112 Pitch 1-Ply 1 799.32 416.00
2 472.16 137.00
1 16'08"08 T16 FLAT 0.00/12 Pitch 1 -Ply 1 2599A1 3361.00
2 2813.45 36310
1 16'08'08 T16 FLAT 0.00112 Pitch 1-Py 1 2599.41 3381.00
2 2813.45 3637.00
1 08'02"0 T17 FLAT 0.00/12 Pilch 1-Ply 1 1831.W 1675.00
2 1299.89 1064.00
1 WT2T8 T17 FLAT 0.0112 Patch 1 -Py 1 1831.08 1675.00
2 1299.89 1064.00
1 47'10"12 T18 HIPS 0.25112 Pitch 1 -Py 1 3181.53 1024.00
2 2660.76 614.00
3 -778.13 0.00
Page 5 of 8
Job 667377 BEARING INFORMATION
OTT SPAN DESCRIPTION BRW REACTION UPLIFT
1 4]10"12 T18 HIPS 0.25/12 PBch 1-Ply 1 3181.53 102400
2 2660.76 014.00
3 -778.13 0.00
1 46'05"04 T19 HIPS 025112 Pitch 1 -Ply 1 1105.27 292.00
2 2348.18 388.00
3 -619.19 347.00
1 46'05"04 T19 HIPS 0.25/12 Pitch 1 -Pty 1 1105.27 292.00
2 2348.18 388.00
3 -619.19 347.00
1 46'05'04 T20 HIPS 0.25112 Pitch 1-Ply 1 1090.90 320.00
2 2438.70 499.00
3 -692.92 313.00
1 46'05"04 T20 HIPS 0.25112 Pitch 1 -Ply 1 1090.90 328.00
2 2436.70 499.00
3 -692.92 313.00
1 46'05'04 T21 HIPS 025112 Pilch 1-Ply 1 1093.09 330.00
2 242237 507.00
3 681.50 308.00
1 46'05"04 T21 HIPS 025112 Pitch 1-Ply 1 1093.09 330.00
2 2422.37 507.00
3 -68130 308.00
1 47'10"12 T22 HIPS 0.25/12 Pitch 1 -Pty 1 3111.50 1022.00
2 3103.19 960.00
3 -1161.49 0.00
1 47'10.12 T22 HIPS 0.25112 Pitch 1-Ply 1 3111.50 1022.00
2 3103.19 960.00
3 -1161.49 0.00
1 47'10"12 T23 HIPS 0.25/12 PBch 3-Ply 1 2789.21 874.00
2 3482.81 102100
3 217.68 132.00
1 47'10"12 T23 HIPS 0.25/12 Pilch 3-Py 1 278921 074.00
2 3482.81 1021.00
3 217.66 132.00
1 26108"04 T25 HIPM 0.25/12 Pitch 2-Ply 1 3060.37 435.00
2 6381.99 270.00
1 26'06"04 T25 HIPM 0.25112 Pitch 2-Ply 1 3068.37 435.00
2 6381.99 270,00
7 14.10"08 T26 MONO 0.2W12 PBch 1 -Ply 1 751.55 372.00
2 476.02 146.00
7 14'10'08 T26 MONO 025112 Pitch 1-Ply 1 751.55 372.00
2 476.02 146.00
1 11.10"00 T20A MONO 0.25112 Pitch 1-Ply 1 682]2 346.00
2 383.13 104.00
1 11.10.., T26A MONO 0.2912 PBM 1 -Py 1 662.72 346.00
2 363.13 104.00
2 14'10"08 T26G MONO 0.25/12 Pitch 1-Py 1 812.75 372.00
2 720.39 215.00
2 14'10"08 T26G MONO 0.25112 Pitch 1-Ply 1 812.75 372.00
2 720.39 215.00
1 14.10"08 T27 HIPM 0.25112 PBM 1 -Py 1 751.55 372.00
2 476.02 148.00
Page 6 of 3
Job If 67377 BEARING INFORMATION
OTY SPAN DESCRIPTION BRG* REACTION UPLIFT
1 14'10"08 T27 HIPM 0.25/12 Pitch 1-Ply 1 751.55 372.00 -
2 476.02 146.00
2 10'04'08 T28 MONO 025/12 Pitch 1 -Pty 1 622.23 336.00
2 332.02 94.00
2 10'04"08 T28 MONO 0.25/12 Pilch 1-Ply 1 622.23 336.00
2 332.02 94.00
3 11'02.00 T29 MONO 0.25/12 Pitch 1 -Ply 1 644.12 341.00
2 357.35 104.00
3 11'02"00 T29 MONO 0.25/12 Pitch 1-Ply 1 644.12 341.00
2 357.35 104.0
1 11'02"00 T31 HIPM 0.25/12 Pitch 1 -Ply 1 644.12 342.00
2 357.35 103.00
1 11'02"00 T31 HIPM 0.25/12 Pitch 1 -Py 1 644.12 342.00
2 357.35 103.00
1 11'02"00 T32 HIPM 025/12 Pitch 1-Ply 1 736.33 262.00
2 537.48 127.00
1 11'02'00 T32 HIPM 0.25/12 Pitch 1 -Pty 1 736.33 262.00
2 537.48 127.00
1 16'04"08 T33 FLAT 000/12 Pitch 2-Ply 1 4409.68 0.00
2 4409.68 0.00
1 16-NTB 733 FLAT 0.00/12 Pilch 2-Ply 1 4409.68 0.00
2 4409.68 0.00
1 19'08.00 T34 MONO 0.00112 Pitch 2-Ply 1 2791.94 1204.00
2 3223.41 2101.00
1 19'08"00 T34 MONO 0.00112 Pitch 2-Ply 1 2791.94 1204.00
2 3223.41 2101.00
1 08'04"60 T35 FLAT 0.00/12 Pitch 1-Ply 1 1786.88 1235.00
2 1319.79 807.00
1 08'04"00 T35 FLAT 0.00/12 Pitch 1 -Py 1 1786.66 1235.00
2 1319.79 807.00
1 07'10"08 T36 FLAT 000/12 Pitch 1 -Py 1 1880.03 560.00
2 1873.85 579.00
1 07'10'08 T36 FLAT 0.00/12 Pilch 1-Ply 1 1880.03 560.00
2 1873.85 579.00
1 03.10"08 T37 FLAT 0.00/12 Pitch 1 -Py 1 305.56 93.00
2 305.56 93.00
1 03'10"08 T37 FLAT 0.00112 Pitch 1 -Py 1 305.58 93.00
2 305.56 93.00
17 08'10"00 T38 MONO 0.25/12 Pitch 1-Ply 1 581.36 326.00
2 282.68 75.00
17 08'10'00 T38 MONO 0.2512 Pitch 1 -Py 1 581.36 326.00
2 282.68 75.00
WOODFLOOR
QTY SPAN DESCRIPTION BR" REACTION UPLIFT
11 16'05"08 F01 SY42 0.00/12 Pitch 1 -Py 1 1019.17 0.00
2 1019.17 8.00
11 16'05'08 F01 SY42 0.00/12 Pitch 1-Py 1 1019.17 0.00
2 1019.17 0.00
1 19'01"08 F02 SY42 0.00/12 Pilch 1-Ply 1 137284 0.00
Page 7of8
Job If 67377 BEARING INFORMATION
OTY SPAN DESCRIPTION BRGf REACTION UPLIFT
__.
2 997.31 0.00
1 19'01"08 F02 SY42 0.00/12 Pilch 1-Ply 1 1372.99 0.00
2 997.31 0.00
2 19'01"08 F03 SY42 0.00112 Pitch 1-Ply 1 1200.19 0.00
2 1170.06 0.00
2 19'01"08 F03 SY42 0.00/12 Pitch 1 -Ply 1 1200.19 0.00
2 117006 0.00
2 20'11"08 F04 SY42 0.00/12 Pitch i-Pty 1 562.68 0.00
2 13]8.]3 0.00
3 759.93 0.00
2 20'11.08 F04 SY42 000/12 Pitch 1-Ply 1 562.68 000
2 1378.73 0.00
3 759.93 0.00
2 16110"08 F05 SY42 0.00/12 Pitch 1 -Py 1 1030.68 0.00
2 1047.58 0.00
2 1610"08 F05 SY42 0.00/12 Pitch 1-Ply 1 1030.68 0.00
2 1047.58 0.00
8 13'00"00 F06 SY42 0.00/12 Pilch 1-Ply 1 780.39 0.00
2 807.33 0.00
8 13'00"00 F06 SY42 0.00/12 Pitch 1-Ply 1 790.39 000
2 807.33- 000
1 04'02"00 FOB SY42 0.00/12 Pilch 1 -Ply 1 242.54 0.00
2 259.91 0.00
1 04'02"00 FOB SY42 0.00/12 Poch 1 -Ply 1 242.54 0.00
2 258.91 0.00
1 15'08"08 FGE01 SY42GABL 0.00/12 Pilch 1-Ply 1 1946.58 0.00
1 15'08.08 FGE01 SY42GABL 000/12 Pilch 1-Ply 1 1946.58 0.00
1 1OWTO FGE02 SY42GABL 0.00/12 Pilch 1-Ply 1 128].]5 0.00
1 10.06.00 FGE02 SY42GABL 0.00112 Pitch 1 -Ply 1 128].]5 0.00
Total of Trusses 332
Mazimun Height 02'04"12
Page 8 of 8
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9i3]] PIY:+ SEON:1]065 I TT2)SY42
SELOIY: 11 FROM: DRW:
FOt WpIaOBA IM I .. 01/26117
e' SB Ps. 163"0 B ,
2•s"--}---2WI2--2•a'12—{ F—ZW12—I-23"12—{ �I
(TVP)
=3%3
113X3 ii 91,5X3 as X3 91.5X3 MOS tl13X3
A B C D E F G H
T
1ta•
4 N M L K
m4 4 -4%518) 111.5X3 -4X51121 m4X4
111,5C)
10.5"0
Leadlrl9 CNarla la0 Wind CrRerle Snow Cr'INHe IPe.R in pan DSWC81 Criteria AMadinum Reacares(Ibsl
TCLL: 4000 Wind SIG NA FBI NA CL NA CAT:NA PP Conduction In la UBM U6 l R IU I Rw flan /RL 1W
TCDL 17,00 Speed:NA mph PF.NA Ce:NA VERT(LL): 0+120M 99946) 01019 /- I- /- /- ISO
BCLL: 0.00 Eirelmre:NA Lu:NA Cs:NA VERT(IL): 0.219 M Bay 360J 1019 /- I- /- /- /8.0
BCDL: 500 Category:NA Syw Duration:NA HORZ(LL):0.022 J - - 0 Min Brg Wtlth Rae= 1,5
Des La: 62,00 EXP:NA HORZ(TL):0.000) - - J Min Brg\Vate Rea= IS
NCBCLL:1000 Mean Height:NA it LOW INMC CHMIe Crtep Fecal 15 Bearing¢O B J am a rigid surface.
Soffa: 000 TCM:NA prof Bldg Cods: FBC 2014 RES MUTCCSI: 0305 Baaaya OBJreaueeasealplzm
Load Durallon:100 BCDL:NA pal TPI Std:2007 Max BC CSI: 0.451
Spady:240" NWFRS Parallel Chat:NA Rep Fractious Used:Tee Miss Web CSI:0.427 Maximum Top Chord Fomes Per Py(Ibs)
CBC Dista NAR FTe 12(Op10(0) Mfg Spectfied Camber Chance Tete Comp, Chords Tena. Comp.
1,NA GCp:NA PMIe Typeis): A-B 2 0 E-F 0 -1951
Wind Current yl4 WAVE VIEW Ver:16.02.01.1215.13 B-C 0-1801 F-G 0 -1891
Lumbar C-D a-1061 G-H 2 0
Value Sat 1313(Effe.611/2013) D-E 0-2118
Tap chord 4x26PMaximum BOL Chad Farces Pare (lbs)
BidW.UIOrd4x25P pt3 y
bs1#SP pJ CMras Tem.COmp. Chance ten. Comp.
Lumber value sed'13F uses design values O-N 1136 0 L-K 2117 0
appNmrd I13N2013by ALSC N-M 2117 0 K-J 1139 0
PIaH SM1iR Tabla M-L 2110 0
JT Plate Lateral Chord JT Plate Lideral Cham Maximum Web Fomes Per Py Bite)
No Size Shift Bun No Size Shifl Bite
Webs Tans Camp. Webs Tens. Comp.
(6) 05 215 L 125 (12) 05 225 R 1.35
PUGIre A-P 0 -14 L-E 19 0
A-0 0 -128 E-K 0 -310
In lieu of structural panels Or rigid roiling use Wdins O-B 0.1423 F-K 0 -291
0 horridlybace Varela as Mines B-N 893 0 K-G 890 0
Chad SpadngOnac) Stanlft) Ead(R) C-N 0 -291 G-J 0 -A23
TC 24 0.00 +548 N.D 0 -319 H-J 0 -120
BC 120 925 1521
at 2r OCunmany Narothemoe arbebw fillers D-M 19 o H-I 0 -14
al N"OC unless ahmvn Vhemiae above.
AddMaul Nutea
♦2x9 anlinueus shargan*,See detail
SMORIBRIO14 for brachy ate bras i,
mcanmendationa.
Truss must M installed as shoon with top aad up.
The eartall height M the lrvv excluding owamy is
NOTES:
1.To aaM91am1 aulfanlame M YeWh9n. inamip hiswas Omnnp,ire.BCB11-0,,
mora mea mIn anlu.MN me a..l pa ulur iruirsm.
TH #x Te mlony has g4w.nm.vm tyJm MmTNmWIrc.Fiona CnWnW Flcnos Eopmer
Buaneee No.]Sf]-'U$SmbnP Cate,SUWb2JV ,ila.FL322M-BM.e IUW
p C
Mored GNaxlwsFi .PENopgmerm CeNo Is. JPE NNlneEPw4M
APEX
TrueHouse PE Na.8M39 PE No EB510 PE Np,]145i PE NoaM89
67377 PIY1 SEON:17875M81SY43
SELLERS RESIDENCE Gilt FROM: ORW:
F02 WpC 1N.B IM I ... 01126117
�reil H�
12'6 +YBI WB-
T1P3
�) F-2'612 26.12 26'+2 25'+2-1 M12TV
InPI
= 3
113)!3 exalt =3x3 X4%5
A B C 0 E F G H I
J
T
1 =1 1R)B
R 0 N M' l=q —+
T
aaus,, 4X5(161 .416[14514x4
+9Y9
191'8
Lan"Im,Crouse(pal Wind CHMHe Snow Criteria lP0.Pi'.n PS11 DaMCSI CMeNa (Maximum Reactions pm).or'aMF
TCLL: 4000 Wind SW: NA Pg:NA Ct NA CAT.NA PP Delletllan In N LMe, LAa LocR IU 1Rw 1111, 1131. IW
TCOL: 17.06 Spell: NA mph FI:NA CO:NA VEH'i 0125 G NO 4as R' 4341- 1- /- I- 138.0
BCLL: 0.00 Endoese:NA L¢NA Cs'.NA VERT(IL): 0.229 G 050 380 T 997 1- 1- /. 1- 18.0
BCDL 5.00 Calegry:NA Smse Duration:NA HORZ(LL): 0.023 K - - R Min ON,Worn Req= -
DesLE: 62.00 EXP:NA HORZ(TL):0041 K - - T Min Bq WiENReq= 1.5
NCSCLL:TOM MeerTHittiNt'0' COJeltlla[CriMls Creep Feclor-l:5 9earirgand.Tarsangidsudao.
SOMI: 000 TCDL:NA psf BMg Cue:FBC M14 RES Mm TC CSI: 0.365 Bearing T requires a seat plate.
LOM Duration:100 BCDL Mpg TPI SIJ 2007 Mal CSI: 0489 Maximum Ta Chard Fomes Per P Iba
S,NV,l:24.0^ MWFRS Parallel Dig:NA Rep Fact.USM:Yes Mu,Web CSI:04M p N[ )
CBC Old a:NAB FTIRT.12(0y10(0) Mfg SpMBM Camber: Chords Tens.Comm. Chords Tem,Camp.
I:NA GCpi:NA Place TysgaL A-B 2 0 F-G 0 -2151
`Moral Duration:NA WAVE VIEW Ver 16 02.01.1215A B-C 2 0 G-H . 0 -196/
Lumber C-D 11 0 H-1 6 -1909
E 864 -J 0 0
Value SN:13B(ERegive6/112013) E- 0.1854
Top cbmd 4x2 SP%1
Bot cM1OM 4x2 SP 91 Manlmwn BOL CM1pd FOrtea Per Ply JIM)
Webs4x2SPa3 Chords Tens Camp. Choose Tens, Comp.
Lumber value not'139'uses deggn values
apprmed 113012013 by ALSC R-0 0 -2 N-M 2151 0
O-P 0 -2 M-L 2151 0
PWIng Hours P-O 1102 0 L-K 11% 0
All plates are 15x3 accept as nVed O-N 21 ISO 0
Meatball Maximum Web Farcn Par Ply(ft)
JT Plate Lehr& Chord IT Pima Lateral Craig Webs Tens Carp. Webs Tena.Camp.
No Size SNO Bite No Size Slim Bite
[7f 3X41.25 L 125 [10] 05 2.25 L 1.25 A-S 0 -14 F-N 143 -91,
[16) 05 225 R 135 A-R 0 -81 M-G 117 -124
B-0 0 -109 G-L 0 -432
Regius C-P 0 -ZN H-L 0 -309
In frau of gruMOral panels or rgol ceding use porins P-D 0-1382 L-I No 0
to annualy brace chords as lMlonre: D-O 932 0 1-K 0 -1470
CMN Spaarg(inac) Stauft) Eni E-0 0 -320 J-K 0 -121
TC 24 ON 1912. O-F 0 -481
BC 126 D.25 19.12
Apply puffins to any cndrds Noire or Name finers
al 24'OC unless goner mberesse above.
Amimonal Notes
a 24 ountinuous alrangbaG.See detail
STRBRIBR1014 for one.,ell Wd,irg
ulntlm.
gio
Truss must be mounted as slwwn wM1 top cM1ad up.
The merall hagM Of this truss excluding mwhaW is
2-00.
NOTES:
r 1.Tram.v.rdi.not.�mo.mae..ro,ortar.eo.. ncso—Womnnn.azzurn.minamnw..4a ix..mna.ec511a3.
ahoud re use in enNq�.nnr m...,...I burns.1!mos
or -.
Tgi 2 opeoTedSMaWl..... .m.--rbeJ Aosc NnerI- FbM.Cepoinaacn. Far Enarear, �►�
ate. One—No.7547-47459won Pan cow.Stitt 400.Jaarwnwl.,FL 32224-944.62152m
Tru House mrw.lwmae-W vENo. EW 71457r vISNoaneuassonane APEX
6T3Aply:1 BEG N:1]8681 TSO I SY4z
SELLERS RESIDENCE Ory:2 FROM: DRW;
F03 Wg1:114.8 Re I ... 01129117
r 10'8' +11'3" 19'1'0
t0Y" B' 710"8 �
��—zx•--ere12 i Zr12— k M12—{ —29.12 1 M12—�
(TYP)
-3X3
113X3 -4X8 115X3 -SX3 111.5X3 III 15X3 -4X8 1111.5X3
A B C D E F G H I
T
1 -1.5X3(R)p }B
0 N M L K O T
se )J) =4X8 -3X3 -4X8 -4X416)
1115X3
19'1"8
Waiting Cdterla lM Wind Crlteds Snow Criteria ft.Pl in PSO MMCSI Clients ♦Maximum Raactlom Bbel
TCLL 40.00 Wind SM: NA Pg:NA able, CAT: PP DeflMion in loc lldal l/C We R I U /Rw I Rb /RL IW
TCDL: 17.00 Space:NA mph RNA C :NA VERF(Lq: 0.215 E Me 400 O 1200 I- 1- I- /- 16.0
BCLL am Endosum:NA WMA, Cs:NA VERT(iq: 0.392E 577 360 0 1170 I- 1- I- l- 10.0
BCOL 5.00 Category:NA Srow Duration:NA HORZ(LL): 0.037 B - - O Min Bg Width Req= 1.5
Des W. 62.00 EXP:NA NORZ(TL)0 WB B - - 0 Min Bg Webb Req= 1.5
NCBCLL:10.00 Moen Heigl8:Nab code l Mise cillaM Creep Fader:1.5 BLann,O80Maargidsueace.
SOMI: 0.00 TCDL NA psi Bldg Code: FEC 2014 RES MaxTC CSI: 0.942 Emerge 0 8 O require a eea plate.
Lane Duration 1.00 ECOL:NA pa TPI Sid:2007 Mm BC CSI: 0732
SishOW:24.0MWFRS PxtlId UN'.NA Rep Faders Used Yea MUWm CSI:0.572 Maaimum Top Chord Forces Par In,(tbs)
CSC Dist a:NAH FTIRT:12dYl Dg) Mfg Simtlfiee Camber. Chords Tem.COmp. Cbolds Tem.Camp.
1:NA GCpI:NA Plate Tnufte: A-B 2 0 E-F 0 -2912
Wind DimOan:NA WAVE VIEW V.16,02.01.1215.13 B-C 0-215a F-G 0 -2377
Lumber C-D 0-MM G-H 0 -231`7
Value Set:13B(EBemium WlQO13) D-E 0-2910 H-1 0 0
Top chord 4a2 SPMaalmum But Cbml Forces Per Ply)IM)
Webs 4a
Bol Webs BP i3 lund U2 SP p11 Circles Tena.ComP. Chords Tens. Comp.
Lohse—Imeel"138"uses design values O-N 1391 0 L-K 2900 0
appionee 113012013 by♦LSC N-M 2661 0 K-J 1437 0
Plata SMR Table M-L 2912 0
JT Plate Lateral Clued JT Plate Laera Chord Maximum Web Fomes Par PFy(IM)
No Size Shift Bite No Size Shift Bim Webs Tens.Comp. Webs Tem. Comp.
l3] 4X4 125 L 1.`A )16) AX4 125 R 150
annual A-0
0 -14 M-E 43 -100
A-O 0 -121M
163 .64
In lieu of smetumi paras or rigid caling use mins O-B 0.1]38 F-K 0 -782
to laterally dace chords as bleven B-N 1200 0 G-K 0 -31p
Cram Spadnglin or.) Sun(fl) Ed18) C-N 0 -ZRI K-H 1164 0
TC 24 ll.W 19.12 N-D 0 -633 H-J 0 -1705
BC 120 0.25 19.12 D-M 305 -202 1-1 0 -121
Apply summit b any crams some or them fillets
M 24"OC unless sheen otherness,above.
Deeea9on
Mea JT VERT DEFL I.L.0.21"OL 0.20".See tlnail
DEFLCAMB1014ftr wmberrtwmmenda ons.
Additional XOYs
♦L8 continuous slmngma.Sae cash
STRBRIBR1014 for bracing and adding
mu—mendetiens.
Toss must be installed as shown will)top churn up.
The maral begm of this wads exduNrg maman,is
z-an.
NOTES:
f 1.TIra snn is not wlRoanlaMn s.'meas. .'ar anmVutianaa¢m'rug las Vet Eram"iMW 9L511N,
slcou lauw im m�lunson wN tm Miunum Alam umo inamuatim.
TH mTmX�yi.alm�anama n w.�TtlXN,ylne-Fam.t,a,sumenRmmEn9n
Bua.-No.]5<]-1]a55ulWn Pa(n Coull,SUNnbi.JacMmnWN,FL 3RP4 BM.B219W
p MitluXGl(orlwski Jelrrey lly e n CaW 7457 PE N.M1ro EFOMmtl
APEX
TrueHouse PE No 0019 IE Na 5B5fI PEW]145] PE XO B]a9a I
67377 Ply,( SEDN:178811 T61I 8T42
SELLERS RESIDENCE City: FROM: ORW:
Pop Wgb 123,2 lips / ... OlMlT
V4•e s•77�4 ITF12 1ST - 'at
S.
2,13 710'5 Yl4 I 5Y9
2.6•
3 I YP)
I I-3re'12—{ F—re•12 26-12 26•12 26.12—{
am -3X3 """m Rays R3yA
A B CD E F G H 1 J K
T = ° ed
1 _WryT FeelSR 0 P O N M
Rasa a3%3 ZZ., w=3x4 33X3 sass
-3xmtm
} Ba•8 im
2311.0
Leading CMeda(pto Wind CMdo SR.CW (PRO in PSP) GMucM CMada ♦Maximum Re0 ns apps)
TCLL: 40.00 Wind!Sid NA Pg:NA CC NA CAT:NA PP Deadbeats in Ico Ude, IM Loc R 1U I Rw I RN I RL IW
TCDL 17.00 Speed NA mph PTNA Cium VERT(LLy Oeat I 999 480 T 563 /- I- 1- I- Ie0
BCIL 0.00 EMposm,NA Lu:NA CM Nut VERTCFLY 01831 816 YA D 1379 /- I- /- I- 180
BCDL: 500 Calegar,NA Swev Durdion:NA HORZ(Lq:0.014M - M 760 /- I- /- 1- 135
Des Lot 62.00 EXP:NA HGRZ(TLy 0.Me M - - T Min Big Width Req= la
NCBCU_110. '" W.Maa1 11, Cotls-IMbc CMeds EicepFM>15 6 Mi.Bmq WWRag= IS
SGML 0,00 TCDL:NA pal Mg Code:FBC M14 RES Mm,TC CSI: 3084 M Min Bq WMN Req= 1.5
Load Duration 1.00 BCDL NA ml TPI Rd:2D57 Max BC CSI: 3530 Bwnngs T,0,0 M are a rigid suilace.
S,d,:24.0" MWFRS Parallel Did:NA Rep Fxbrs UaW:Ya Max Web CR:0319
C&C Did a:NA X FT1RT:12(D(I1IX0) Mfg Sped Camber: Maximum Top CNo nd Foals Per Ply(11m)
I:NA GCPI:NA Plate Typam): Ghouls Tem Comp. CMuls Ters,Comp.
Wind Duration:NA WAVE VIEW Ver.15.02.01.1215.13 A-B 1 0 F-G 457 -248
Umber AiMMonal Nobe B-C 129 -643 G-H 0 -1157
Vlue Set:13B(Effective 6/112013) ♦2x5 contracts 56ongb ,Bad it C-0 133 -545 H-I 0 -1168
STRBRIBR10141w bredng and bddgin, D-E 457 -246 1-1 0 -1185
Top MON 4x2 SP V2 mendaliona. E-F 451 -246 J-K 1 0
SIRWe s0 4x2 SP p2
Lummus25P M3 The oversell
be installedoftMe shoson stumeve intoPMpduP. Maximum Bot Cmp, FanniePerTime a)
LummusvaluesO13by'uses design values The overell height of this lmss exdudlng oveNang is CMula Tena Comp. CNwtla Tma. Comp.
aPPluvctl 1I3N2013 by ALSC 2-0.0.
T-S 550 0P-0 720 0
lagng N &
floods $-R s -1D O-N 11]6 0
All pldes ere 1 5%3 except as noted. R-0 R -134 N-M 01t 0
MA
0-P 0
Plata Shift Table
JT Plate Labral Choral JT Plate lelerel CMN Maximum Web Formas Par Pty gba)
No Size Shia Bile No Size Shift B6e Was Tem Comp. Webs Tena. Comp
i9) 4%51,50 L 135 rim 3X31.25 R 135
U-T 0 -11 G-G D -toed
In Wouo A-T 0 -116 G-O 589 0
In wwmiiyudurelpenasorlica ceiling use Wdins T-BB-S 0 -989 ON 0 -200
to lINPI proves,chards ) ldlStar S-5 133 -102 1-N 0 -Zig
TC Spadng(in ori St0.26 2071EmiliaS-C 133 -37 N_jJ_M M] 0
TC 20 0.25 20.]1 R-D 85 -3 J-M 0 -1014
By 120 025 gals D-0 0 -2811 K-M 0 -118
Apply OC untoany cbwdsabwewbaow,Ibn E-0 0 -688 M-L 0 -11
at 24'OC unless shown mMmise above.
End Ve cal Atbcbment
A1baN nMMad and voli xtus)to rout end wniml
using(3)qty,105 baz or No gun nab,or
(Sl gry. t5.-Gau0e, efrolm(3)M,12•length wire
dopa,brwpN witlelaa:ni Im Ny(
CousinImbimam),1.117'length wre Mapes on pasr
n
ramoabce
NOTES:
r I Thi¢Ymressmlallanno elor lnalallaim.PIXy4mel insWCEme a[wmpanyinglnie Wu4mAm.irtluJi BC811-03.
group a used Ina anon oth IM aMnereaM Pons doing meWhKn.
Tv� x roldgyieeM1 iEwsna m d J M.T mbg l .FbMaCagaBm. FbndaEginw
R BJenau No.7M7-4745 Simon Pal Cour,Suit mo Jvl¢nNlle.FL pt,}N-all 8214Po
Tr QQ
Rican!GKoxMnM Jeany PPmaun hlaB 1457 JpIS No neEPdNeM
APEX
it UfHOUJ2 PE No.Eg839 PE Na 58544 PE No 71457 IS No BN99
673" My:I $E ON:Vale 1 T62 I SY42
SELLERS RESIDENCE Ory:2 FROM: Oil
F05 Wt 103.8IW / ... 0IM17
t• 7.10.8 8'10"8 18'10.8
7'10.8 1' e'
f--2.6•-{--2v^1276^12-{ F-2'6.12-{-2.6.12
(TYP)
01.5X3 =4X5 111.5X3 =3X3 =3X3 111.5X3 34X5 lllSX
A B C D E F G H
T
1 �,d
N M L K
34X4 =4%514] 1111.5X3 34X5)10] 33X
1111.5%3
16'10.8
Laedilg Cr0erla(mO Wind CMnia Snow Colbrla(P9m In F3F) Dail lCollars A Maximum primary.(IN)
TCLL 4000 Winn SIU: Na, Pg:NA Ct NA CAT:W PP Dagestan in It Udell UB LxR /U /Res IRM1 /RL IW
TCOL: 17,00 Speed:NA mph PCNA Ce:NA VERT(LU 0.137M 999 480 0 10311- /- I- /- 18.0
BCLL: 0.00 Endosore:N4 Lu:NA Ca:NA VERT(TL): 0.50 M 797 380 J 1048 I- /- /- I. IEO
BCDL 500 Category:NA Show Duration:NA HORZ(Lq:0.025) - O Min Brg Width Req= 1S
Dee Ld: 6200. EXP:N4 HORZ(TL):0.046 J - J Min Bq Wida Req= 1.5
NCBCLL:10.00 Mart Height:Nan Code l Misc CMsola Creep Frad,15 Message 08 J are a dgrd soRece.
Sofil: 0.01) TCM:Naw Bldg Code. FBC M14 RES Max TC CSI: 0.417 Bearing O regulate a seal plate.
Leal Duralim:100 BCDL:NA par TPI Std:2007 Mm BC C51: 0.586
Saudis,260" MWFRS Parallel DISC NA Rap Factors Used Yes Max Web CSI:0.461 Maximum Top Chard Fames Par Ply(Ibe)
CBC Car a:NAR "RT'.12(Op10(0) Mfg$pecMed Camber: Chance Tene Camp. CM1ONs TOM. Camp.
t ieA wo:NA Fkla Typgs): A-B 0 0 E-F 0 -1974
Wind Duration:NA WAVE VIEW Val 16.02,01.1215.13 B-C 0-21)(111 F-G 0 -1974
Lumber Additional Notes C-0 0.2W1 G-H 1 0
Value Set 13B 1ENc iM 6112013) .M consnuous alrargbad..Sea dNall D-E 0-22M
Top mord 4x2 SP#1 STRBRIBR1014 for bredng and Imaging
Bur dwd 4x2 SP d1 recommendations. Maximum Bot Choral Forces Per Ply(IN)
Webs 4x2 SP 0 Trans must be instalIM M SM1vhn wrh top shad up. CM1CNS TeM.Comp. Chad. Tena.Comp.
Lumber value set-131Y uses design values Tree overall height ofthiatmss exduding northern,is O-N 1242 0 L-K 2218 0
eplxwed 1002013 by AL$C 2-60. N-M 22® 0 K-J 1193 0
M-L made 0
Plate ShMTable
JT Plata Lateral Chard JT Pile Lderd Chard Maximum Web FOrcn Far Py(lbe)
No Siza Shin, Bile No S'uor Shift at.
l41 4X5 2.25 L 1.25 (10) 4X5 225 R 11$ Webs Tena.Canp. Webs Tena Camp.
Furans A-0 0 -122 E-K 0 -525
O-B 0-1527 F-K
In lieu d postage!panels or rigid roiling use purlins B-N w0 K-G 958 0
to lar any Mete chords as fdlaws: C-N 0 -319 G-J 0 -14gi
Chord Spaong(inoo) Same) End(e) N-D 0 -501 H-J 0 -125
TC 24 -013 16.50 D-M 125 -111 J-1 0 -12
By 1m -0.13 1650
APFIY Pu mlxxa anchordsabneabebx filkn L-E 12d -102
M 24"OC unless sM1own dM1en4u above.
End Vandcal Abashment
AN&nokhW eM vedicd(s)In noxi and vesical
uvng(3)qty 10d Lav ar(012Wx3"min)gun nails,or
(Story 15-Germ?/19-Cmwn,2-1 larigthwim
relates,through witle fore:or(3)Sty 16 Gauge,l"
Cmars(minimum),1-1/Y length win staples on each
rarroafece,
NOTES:
f 1 TNa@avnarriarismargerwMsomar m.AaEJbnel lnaWCWnavmmpeiyvq plaWu4mnM,adWo 9C511L],
shouldaumdb¢ryundxnv tr. .tlnMweplanedumd.rtlm.
TH Mmdp i.. m ra w .a,.d u mT des g .FkM C me da Fbndaring"ars'
6oemm No.7547-rias sous.PM Cont slue Co..rarr ...113222.4.9M.e2+$zap
Ny'60supbniti PE mm,p. Deadeyes, y[¢w'spers and
APEX
rueHouse PE W fire39 PE No S&ba PE No 71457 PEW ap1W
67377 Pry:1 SE:1]6]81T59/SY02
SELLERS RESIDENCE Oty:a FROM: CRW:
FW Wgt.75,6 las I ... O12&17
2'426
F--2'6"mak-26"12 21512
(TYP)
11115X3 am3X4 1111.5X3 1111.5X3 e3X4 111.5X3
A B C D E F
T G �
1 —+10'
K J I fN,
=3X4 =3X3j3] =3X3[6] _0X5
3'
Loading Criteria loan Wind Criteria Snow Criterb hi In PSF) Oe=81 Crowds A Maximum Reaches.(Ii
TCLL: 4000 Wind
SlidNA Pg:NA CL NA CAT:W Ple Delbdiun in leeUde11 Ld Loo R I U fiber I Rh I RL IW
TCDL'. 17.00 Speed NA mph ii N4 Ce:NA VERTILL): 0.110C 939 OBO K 790 /- /- /- 1- /0.0
BCLL 000 Ecdmame N4 Lu:NA Cs:NA VERTQL): 02630 581 360 H they I- I. I. I- /3.5
BCDL: 500 Caegory:NA Speas Duration:NA HORZjLL): 0.032B - - K Min Bq Width Red= 1.5
D.Ld 6200 EXP:N4 HORZ(TL1:0.078 B - - H Min Bq WiMM1 Req= 15
NCBCLL TB(,(, flbeoHagM'.al Curial Mbo C its Creep Fe Gd:1:5- DMIAl9%K&Aarearigd-sudxe,
Solfic 000 TCOL'.NA psi Bldg Code:FBC M14 RES Mea TC 051: 0812 Beanng K requires a Seal Male.
Load Ouraliort 1 00 BCDL:NA pet TPI SM:2007 Mu BC CSI: 0.687
Spacing:24,0^ MWFRS PNafthl Pal:NA Rep Factors Used:Yes Max Web CSI:0.334 Maximum Top Chem Forces,Per Ply jibs)
C&C Dia a:NA N FTIRT:12(0)110(0) MIg Specified Comber. CM1mds Teme.Con, Chante Tens, Com,
I:NA GCpi:NA Plate Typejel: A-B 0 0 D-E 0 -1318
Wird Duration:NA WAVE VIEW Ver:16.02.01.1215.13 B-C 0-1316 E-F 1 0
Lumber AMM...I Nobs C-D 0-139
Value Set:13B(EReclive N12D13) ♦21t6 wnlinuous amngbal See dNail
Top chord 4#SP/2 STRBRIBR1014 for hrsang and bridging Maximum BM Chad Forces Par Pryllbs)
Bat ehgd 4#SP#2 reverramendartions. Circuits TensComp. Chords Tens. Camp,
Weba4#SPIp Truss mum be Installed as snrnvn with top cM1wd up. K-J 60! 0 I-H 813 0
Lumber value sel'13Buaesbaignvalues The overall height of this truss excluding overhang is J-1 139 0
approved 11302D13 by ALSC 2-60,
Maximum Web Fomes Per Pty Obs)
Plata SM1MTably Web Tens,Canp. Web Tem.Camp.
Ji Plate Laerel Chem JT Plate Laem CM1ord
No Sam Shift Bile No Sam Shift She A 0 -120 1-E 613 0
j3] 3X3125 R 1.25 [6) 3X3125 L 125 K-B 0-1114 E-H 0 -10%
B-J NO 0 F-H 0 -119
Purlins J-C 0 -210 H-G 0 -12
In lieu of mruetura panels or rigid acting use purlins 0-1 0 -290
to laterally base aloMs as tabes'.
CMN SpacinMin al Slan(81 Emph
TC 24 0.00 1215
BD 120 O.W 12.75
Apply pudtns to any Cards above or below Nerf
a 24'OC unless shown aherwiu above.
EM V.Ncal Abashment
A..moxa and venieal to Net end wnica
�aria(3)my.led Mx or(0.128),3-mid gun nails.ar
S)qry. I3Gauge,7116'Cmwn 2-1IT length wire
siples,through vddefse:w j3)qty.IGGaJgei
Craws phrom irm.1-11Y length arm aeples on a.
ow face.
NOTES:
/r) I.Tax Emary ie mt wlfiomr alma.r.1.hm. larvival lna—tviis—inaMl^9 Nie WUEnv+ry,Iromid.Km 1-03
1// sMWONIW in mryunpion r.IN lM1e xlitttlwa plana nuinB nnallrian.
Tg 2 ,ax TSAmbiyla a1Oapcus mm.oar 4 a,1.4#a Te..MY In..Flarso Paan bud En9rear
human.No.7547-alas Simon.Lcun,Site int aatlrsmvine FL 32ua-boa 921 S3W
TrueHouse Eun'�,�anu peff,P a— .1�;y .aa�;a�"°
APEX
87377 PIY1 SEQN.1'N""-'V43
SELIERS RESIDENCE pyt FROM: DRW:
F08 will wo Its, / ... 01@8/1]
(TYP)
1111x5%3 =3X3 1115X3
T 9 D
=r
1 h l3'
F
_3X E
=3X4
47
Leading Crderte lw0 Whin Canada Shaw Culture(ft M H PSFI DaMC3l Criteria A Maximum Reactlons(Ibui
TCLL: 60.00 Wind 316 NA Pg:NA CL NA CAT:NA PP I3enealea in be I/daI I-M Loc R /U /Rw I Rh /RL IW
TCDL: 17.00 Spred NA mph Pt NA CO;NA VERT(LL): O.O04 B 999480 F 263 /- /- I. I. 14h
BCIb 0.00 Enclasure:NA L. NA Ca NA VERT(TLF 0.00] B 999380 E 260 I- l- I- I- 18.0
BCDL 5.00 category:NA She Dureon:NA HORZ(LQ:0.001 E - - F Min In,Width Re,= 1.5
Da LQ 82.00 EXP:N4 HOR2QL);0.001 E - - E Min Bg Width Ran= 1.5
NCSCU 10.00 Mean Hagan:NAr Coda l Mtec Credits Creep Fpal IS Earnings F B E am a rgN euchre.
SOMI 0.00 TCDL:NA pa Bang Cade:FBC M14 RES Max TCCSI: 0.334
Lead Dungan 1.00 BCDL:NA pa TPI SM:2007 Mal CSI: 0.312 Maximum Top Chord Forces Per Py pies)
Sparing:240' MFRS Parallel psi:NA Rep Fed.Used Yea Maxwei 0,064 CMds TensComp, Chaps Tens. Camp.
CBC Dig a:NA It FTIRT:12(Oy10Ia) Mfg Spedeed Camber A-B 0 0 B-C 1 0
I:NA OCpc NA Plae Type(s);
Wind Duration'.N4 WAVE MEW Van 16,02A1.1215.13 Maximum Sol Chord Forth Pa Pry(lies)
Lumbar Chorda Tena Comp.
Value Set:1313(Efleeng(V12013) F-E 143 0
Tap chON 6x2 SP d2
Bdmom 4.2 42 Maximum Web Forces Par Ply(IM)
Wea4x23P 0 1p Webs Tvas.Comp' Wean Tenial Can,
Lumbervalue set 013 by use design values
approved 1=013 by ALSC A-F a -90 C-E 0 -80
Purina F-B 0 -1% E-D 0 -10
B-E 0 -Z¢
In lieu of alruau of figs(silidg use putlins
b lamally Nes ie chordaoda i asfdlawa:
Cleand SpadnmSlEmir)
TC 24 0.00 3.92
BC an 0,00 3.92
Apply OC
teany oved a abovemeent (diem
m 26"OC unless.hoen dherwiee abrnre.
End VeNCa Atteclanem
ArarA hatched etM xerMal(c)to next eM seriael
using(3)qty.106 tax or(0.129'f3'dn)gun hyla.Or
(5)qty. 1SGaupe,]/16'Cmwn,2-irz'length wire
andes,thoughwldenee;a(3)gy,lG sx,is.1'
Crum(minimum),1-112'length are staple.m inch
rtaw face.
Addironal Notes
Trvu must be Installed as shred WN Wit chard up
The overall height athis imss excluding assumed,is
2-0.0.
NOTES:
r learawitgi¢rmt wMoiss.lse '..alla4on pEpitimal insWctiona auvnparylrp Ni¢tlu¢¢pmrin6lntlune 6G$ItA3,
noul4 ae use/in wIr ,ntllon wlm Ne artfltetlual plans anng nslalld.
TH ] ex TxhMryyla a a...nam.-. 1.eart,T ..,n, ,ends Carnal leall Engincer
Basess No.]5C] tins S.1. Sun<02,a.—Ile.133.4-8m,031 id.
TrueHouse PE rte.080939 PE Na..4 PEW 71457 P`1 an,ee.Rowland
APEX
6]377 Ry2 Sli 1,7:351 T49 I FIAT
SELLERS RESIDENCE cb, I FW ORW:
FG01 Wpb 33BA tot Paga 1 I ... o121V9
2'9'1 5'6'15 87.4 105"5 13'2'2 1511'14 1689 2010 24'8'12
1 2'B't 29'13 + 2'5'5 + 2'5'11 + Y6J + 2'9.11 Y8 11 Y3'! 3'8x2
Mi xi r X,2 -8%81") xa3XS s X18
A B C D E F G H I J
TN9 NA 8 W16
W W15
1 BL, 21x10
Treal maxe S -8 'Fal P X10 -6X12 arai O N saw =6 K
X10 WW
'�-Sam 1x69 TW12 1
2'11'5 2'1013 3'8'9 x59 29'15 2'5'11 53'15 YSYt 3'f 1-B
2't 1'5 5'103 O'BY2 1011'15 133'14 15'610 ,619 2014 21'8"2
Loading Camara Ipso Wind CrMrla Snaa CMxY(PilYin PSF) DMi OtherIs A Maximum Reactions(It
TOLL: 40.00 Wind Sid: NA Pg:NA CY:NA CAT NA PP Collection in Ira UeM Id Lac R IU I Rw IRK its. IW
TCOL 1700 Speed:NA mph PF.NA Ce:NA VEBTILL): OWE 999 480 T 471 /- Ia.0
BCLL: 0.00 Erldosum NA L. NA Ca:WI VERT(TL): 0.191 N ]]2 3W U 139]4/- I- I- l- I8.0
BCDL 5.00 Crustal NA Same Duration:NA HORi 9021L - - L 8814 I- I- 11 I- /Co
Dea Ld: 82.00 EXP:NA 1.1011 ):0.052 L - - K Cut /- I- I- I- I-
NCKMR I(tm- MmxMehWNA11- oa im OCrhe GreePFecta:15 T Min BR.WiftbRaP= 2.4
SDlfil: 000 TCOL'.NApsf Bldg Car.:FBC 2014 RES Max TC CSI: 0539 U Min STWlWh Req= ].1
Load Duraon1UO POOL.NApsf TPI Si 2007 Max BCCSI: 0.837 L Min Big WWM1 Req= -
Standing:24S MWFRS Parallel Dist:NA Rep Faxon Used:No Max Web CSI:O919 K Min BM
&L Rep= -
CBCDIaa:NAK T/RT:F30(Op10(0) Mfg Spelled Cambsc Bearings T.U.SLareariBitl sudate.
1:NA OCR:NA Plele Typthei Maximum Top CKOM Forces Per Pty(the)Wind Duration KN WAVE VIEWVa:18.03.01105.13 Choose TansCanp. Chortle Tena.Camp.
Lumber Special Loads
A-B 0 -52 F-G 0 -41f8
Value Set:138(Effamiver(i 3) -(Lumber DurFea=100 I Pig.Dur Fsa=,.00)
TC-From 3W plial 0Wto Wplfal 4108 B-C 0.2143 G-H 0 -1153
TOP chd 2x6 SP SS Dome C-D 0-198! H-I 2M 0
Ba CMN 2x691 SS Donee TC-Fran 1023p8a 4.08 W1023 ads 9.08
Webs 1'W6' l5' TC-Fran 889plfal ON to75. 8691Mat 2E 754% D'E 23L0 0 -J 31 0
W3.WB,W15,W162a65P1Y2: TC-From J64phed taboto 3100fa1 24156 E-F 11-Z1M3
W3.W4.WB.W10.W11.W13'L4 SP p3: BC-From lashed ad
10471 at N.58
ly fibs)
Lumber value set'l 38'uses designvalues TC- Bi Cans,LaidN 008 Chord.MaximT reCompgas Fortes PerPans.
DD by TC-1876 Ib Cans,Load a 3,0898] Choose Tene Canp. GMNB Tero. Comp.
a roved i/300013 ALSO
Reliable TG 1089IOConc Lo ad out 17 T-S 2151 0 O-N 4766 0
TC- 501 lb Cone Load a,967 5-R 2143 0 N-M 476] 0
Neil Sorand 0.131'x3',min.nails TO 51O Ib Calc Loa]M 21.87 R-D 0-1316 M-L 3013 0
Tap Chad 2Rose @3Off-Oc(Each Ran) Pi 476faCOnc Load M(2.SD,19.04).(1O501ON) D-P 16)4 0 L-K 0 -62
Bra Chord 1 Rest @57Ooa. (12.50,10.0sL(14.50.10.04).(16.50.10.00).(18.50.1004) P O 4]12 0
Webs :1 Roa@4'o.c. (2050,1004),(22.50,0aq
Use equal sparing heM2en roes and bal nails PL& 720aCmc Lam N(4.5O,ID04),(OSo,maq
in each roe In avad spJain9. Maximum Web Farce Par Ply(Ibs)
4'oaapeaN W nails perpeMiwlar and parallel to Purlins Webs Tens Camp. Webs Tem. Comp.
gran reryired in area oar bearings greater than 4" In lieu M strutlurad panda or rigid whag use Wllina
W horsily brere chords as lolWxs: A-T 0 -991 P-F 0 -3280
PW,Notes CMN Spocin,r,act Slanlfl) Ed(fl) T-B D-N F-O 521 0
All paten are 3X4 exmpt as noted. TO 24 000 2058 B-5 0 -350 N-G a -215
(")2pMe(s)lequirespWalpwtiodng.Rderto SO 12C OW 2456 C-R 0-1650 G-M 0 -17M
led Ise gotdMaila kis el posNanng Apply parmstoanyCM0.tasiveorbtlaw FOers R-D 3955 0 M-H 1451 0
P poo a 24'OC unless aMan lsManu ebaa. D-0 D-3684 H-L 0 -4013
Platrequirements
nion The TO of this arms shall the braced with alachd 0-E 0-4945 L-I a -1Hil
ad,.
mnsitlera 050inch wv peiimeler spans at 24'os,in 1-d amoralsheths, E-P im 0 J-K 0 -Mi
etlpe dsmnce.
Hangars I Ties Behing Block(ai
J Han Support Required Uy Whom Erg Clocb:0.131'x3-,ran.nails
O Bar tial bra x-Ioc MtKKka MngINNk thi ilshi walplate
3 20.666' t 17 4 RiBM Surface
Bar,block W the same axe and apnea as tlwos.
Ras todraeng CNN41LSP1014 for mare inom atlm.
NOTES:
f� LhiFmaeirmMMx.9M la9nmYW l�eryeauMaaMwtlamnMtmameMexNn' atlWc,nNKHn.riAesEEo-al lnnsitmal4ons
wpmnGlnls Wumoved,stlub
CSItL]
ode -.MaosxTxxaxg1l. FMgaCogxmx xr FlagaFnVrex
amara.No154]-4745fiuma. tourSulo02Jee1.1.11.FL]]M-AulaV/Tg ,
TrueHouse m='w p PEN,
strux lbe.E NoBY4un7y PPE NoYnae�EroRoraana
APEX
57377 Ply:2SEON:9995 I149 I FIAT
SELLERS RESIDENCE Oly: t FROM: ORW:
FM1 W91:339.1105 Page 2N2 / ... 91IM19
REOMonal Naha
TwS$must be installed as Ylwn will)top c11oal ap.
TM overall agM of this Was otludin9 aveilun9 is
2-"
NOTES:
N)
I,Then ryinmleuRraenl I.oN ...o- ..—I ln..s—,on,i Nn WV Jnwry,IMWa 9C311L3,
pwalw u.a In mMnmon.:m swaaAnnm.I p..e aunae lnsuaaoon.
T� 2 T.N, yI.afindovanama�a .,Tsomiog,In�.Fo,so ,omow RMi Ewp.,
9lpre.>No.7547-4745 soon Paa con s.IM 402,J. —AW.r 32224-ep a2lUM
TrueHouse PEIb.G Mµ PENo 9�u D. .1 71 �K No 80ssoas o
APEX
6]3]] Ply:1 SEON:17862/1160/SY42
SELLERS RESIDENCE Oly: 1 FROM: IXiW:
FGE01 1M
H_
gyp)
1113X3
A B C D E F G H I J K L M
T
T — =1.5X PA
AAA) =
ZN
X W U T S O P O
I- 15'B"B
15'S"R
Leading Crlbde(pap Whm Cribria Slmw Chinese pill In p6F) NMM CrMda AMvimum Reaations(1M),or'=PLF
TCLL: 40.00 WirdMd: NA Pg:HA CL NA CAT:W Pp Daflerliml in Its,Uden 1p We R IU IRw IRh IRL IW
TCDL'. ITO Speed:NA mph RNIA Ge:NA VERT(LL): 0.000 M 993 400 p 124 /- I- l- 1- 1188
BCLL: 000 Exlaaure:NA La NA Ca:NA VERT(TL): 0.001 M 999 66D Z Min Brg WMh Req= -
BCDL 5,00 Category:NA Some,Duration:NA 1101:-0.002B - - Bemng Z is a rigid sulfem.
Dm UP 6200 EXP:NA HORZ(TL):-0.004 B - -
NCBC11-10.OP.. . Mam+ftAgh M.fl... GOM IMbc frlbrie -CrteeFeda'1.5 fdazlmdm'TapChem FObea Pn Py IHb)'
SOMm: 000 TCCL NA pad Bldg Cade.FBC 2014 RES MeaTC CSI: 0,116 CMNs Term.Comp, Ohms Term, Comp,
Load Goodrich:100 BCDL:NA pd TPI Std:M07 small 0.019 A-B 0 0 G-H a a
Spadng:24.0MWFRS Pardkl OW:NA Rep Fzdare Usual Yes Mm Wer CSI:0.36 B-C 0 0 H-1 0 0
C&C Dim a'.MIt FrIKT 30(91410(0) My Slimed flambe[ C-D 0 0 I-J a 0
1:NA GCpi:NA Pole TypeU): D-E 0 0 J-K 0 0
Wind Gammon:144 WAVE VIEW Vec 16 D2 D1.1 215.13 E-F 0 0 K-L a 0
Lumber F-G 0 0 L-M a a
Value Set 138(ERediw M112D13) Maximum Box Chad Porws Per Py(lbs)
Ttp chord 4x2 SP tl2 Crams Tena Camp. Collo Tens. Comp.
Bd chard b2 SP tl2
Webs 4x2 SP Z-Y 0 0 T-S 0 0
Lumber value and"131"uses design values, Y-X a 0 S-R 0 0
apporM 113012013 by ALSC X-W a 0 R-0 0 0
W-V 00 0-P 0 0
Bracing V-U a 0 P-0 D D
Sheamilg is required dor any longilutralldrag) U-T 0 0 O-N 0 0
bites.All cannMims to the,designed by the Wildin
designer. Maximum Web porous Per Ply(IM)
Fasten rated shamming to one fare 0 thisformer Web Tem.Camp. WeM Tom. Comp,
plating Hobs A-AA a -14 M-N D -52
All pares are 15)(3 except as noted. A-Z 0 -52
Porno. Maximum Gable Forces Per Py 111mI
In lieu of structural pends or rigid tailing use summit Gales TeneC ip. Galea Tens,. Camp.
to lelMate HnMs abllowa:
Chaamd Spadng(in ac)) 50,0 1571 B-Y 0 -143 H-S 0 -152
TC 24 000 15 15]1 0-X 0 -154 I-R 0 -152
Sc20 025 1571 D-W 0 -151 J-O 0 -152
Apply OCunban,dwmsabava arairs. lers E-V 0 -152 K-P 0 -151
m24"OC unless ahwnomervdse above. F-U 0 -152 L-0 0 -iro
Additional acres
G-T 0 -152
Tllw read M installed as 41mvn with lop dlad up.
The avebll height M this must mdudingo Melq is
2-0-0,
NOTES:
rI_TNadrams is ml urt. nal alone mol lnflMbKn. PO]AmdivAxtimsatmnwaynBNiaWUElemnp,iltlWe BC511-0a,
maxA M used in mnlrnction wlm me artliilMaal pane Oerq iwalatim.
TH 2 Apex Temndcgyiar on..an ewM WT lad gy lrc.MMa CO mtl loodu Enprcx
aueinaaa No.]5e1.4y453rIWn PaM1C0un 6um4op.lediamNKFL3222.-SM.82,52W APEX
TrueHouse Erdlb BHNw b PE.Res' E.a 1:5,p PENo a.. mww
67377 PIY1 SEON:17111IT52/$111
SELLERS RESIDENCE GIy: 1 FROIA: ORW:
FGE02 Wgt Bf.81ea / ... 0IW17
f--17—�-1-4"—�
)TYP)
IITS B C D E F G H I
T
1 ml.SX3)R)S
�S10'
R J
O P O N M L K
105'
1010" —�
Losdbg CrBaHa ling gaind CNorlp Snow CrKm epip"In Pi Dai Criteria AMexinum Readions(Iles),or••PLF
TOLL: 40.00 Wind SN: NA Pg:NA Ot NA CAT:NA PP DeIIxEon in 1po Lies, " Lung IU /Rw /Rh /RL IW
TCDL: 1L00 Speed NA mph PoNA Ce:NA VERTILLF 0.0001 Me ag0 R- 123 /- /- /- /- 1128
BOLL: DOD Exassure NA Lu:NA Ca:NA VERT(rQ: 0.0011 999 360 R Min She WMb Rey= -
BCDL: 5.00 Category:NA S.Mn:NA 1101-0.002 S - - Bearing R is a rigid surface.
Das Ld:62.00 EXP:NA H0RZ(F_y-00056 -
NCBCM10.00 Mean Hoge:NAI COM/MIscCNarie Cheap Fedor,1.5 Maximum Top CMm Porco Pa Ply Dbs)
SuW: 0.00 TCM:Na pat Bldg Code'. F8C2014 RE$ Mm TCCSI: 0.122 CMOs TenCamp. Chorda Tem. Comp.
Load Duration:1.00 BCDL.NA pd TPI Bid 2007 Mm ECCSI: 0.020 A-B 0 0 E-F 0 D
Spachi 24.0" MFRS Para11el Dist NA Rep Fedora Used:Yes Mm W<b CSI:0.039 B-C 0 0 F-G 0 D
CBC Dist a:NA 11 FTMT:3(l0yI NO) Mfg Spedfw]Camas, C-D 0 0 G-H 0 D
I[NA GCpi:NA Flab Type@): D-E 0 0 H-1 0 0
Wind Duration:NA WAVE VIEW Ver:16.02.01.1215.13
Lumbar Maximum Bot Chord Fomes Pa Pty 11bs)
Value Set 138(EMctis 013) CMrds Tena.Comp. Chorda Tena, Comp.
Tap chord 4x2 SP M2 R-0 0 0 Wed D 0
But Nwd 4x2 SP M2 O-P 0 D M-L 0 D
Webs 4x2 SP P-0 0 D L-K D 0
Lumbavaluaad"13Wtoestleaignealuss 0-N 0 0 K-J 0 D
appro d1/302013 W ALM
Bracing Maximum Web F.O.Per Ply likes)
Webs Tena Comp. Webs Tem.Camp.
SMmhlog ismanda for any Iesigned ythe )
bens.All cannediona toeaeasigned by lM1e building A-S 0 0 -43
n _96
designer A-R D -54
Fasten mletl NealM1ing b one(ace M this Irame.
Plating Nubs Maximum Gable Forces Per Pry OM)
Gable TMSCam, Gables Tena.Comp.
All plalea ere 1.5X3 except as rcbtl.
B-0 0 -077 F-M 0 -152
Purilm C-P 0 -151 G-L 0 -107
In lieu da9utluhelpanela ortion tellingtellinguse Wriina D-D 0 -152 H-K 0 -183
b lmerally bheceMPo
caeaOpldloaa: E-N 0 -152
CMN Sege 24 ac) SYON 10,50
Entodu
TC 24 0.26 MW
By 120 to or 10.50
Apply OCunitoanychordaabove reorn, fillers
at 24"oe adeaa anpan dnemin about.
Ackilonll Nmn
Turas must be insisted!as&roan with top chord up.
The onehell Insight of Nis Was exduding overhang is
2-0-0,
Ni
f 1.Trbderand rolaMuemgwMnsWlaAm. MYitimYrnaNepmsxcanperyurB Ornbusa M1awrng,rMUWBC511L9,
N .uaM'n anl+rmm MNtherserotivu ga.tl.,ndxi.
Tg2 Apex7edxnbalaarm,m.rwmeeamtl 11.A ,Tammbg)Ine Pbeai vpnean RetieB orwar
aaF�e� QQ BummW 75fa5
7-423WkVXC
Sister PI,Butt i0],Arnowee.8 32224-901821 reed
11 House PENOI PENoPsei PPEW Mua7Y ,P"i W4E.W"m
67377 Ply.t SEON:1]900IT47l MONO
SELLERS RESIDENCE Oty:9 FROM: DRW'.
FTO1 WgI:SB.e lbs 011269
4'0"6 5'0"12
r 4'0"0 4.0'K
0.25 v
A B 1113X4" Call 013X4
T T
o
l�P
G
al
4'5"/ S'0"12
8'0"12
Leading Cdteda(Faq Wind Cftda Snow CrMMM IFaR A l MW Criteria ♦Maximum Reactions jibs)
TCl 4000 Wind Sid NA Pg:NA C:l CAT:NA PP DMenfi lIn Iw UEefl L/M Loc R /U /Rw IRb IRL /W
TCDL 17,00 Speed NA mph PI:NA Ce:N4 VERT(Lq: 0015C 999 480 F 15 I- l- I- I- I-
BCUL 000 Encessre:NA Lu:NA Cs:NA VERT(tt): OO27C 999 360 G 500 /- l- I- 1- 18.0
BCDL 500 Category:NA Sri.Duration:NA HORZ(LL): 0We E - - F Min BM Wdm Req- -
Des Ld: 62.00 EXP:NA HORZ(TL):0.010 E - - G Min BM WAN Req= 1.5
NCBCLL'law Memmeigm-"R. O tM6cfrberM' Creep£adm;T.S Baarblg Grean9i6armans
SaBd; 000 TCDL:NA psi Wtlg Code:FBC M14 RES Max TC CSI: 0352 Bearing G requires a and plate.
Load Corning:1,00 BCDL NA pall TPI Std:2007 MeaBC CSI: 0.577
Sparing:240" MFRS Fail Dist NA Rep Faricus Uaed Yes Max Web CSI:0.288Maximum Top Chord Forcaa Per Ply Obs)
CBC Dig.:NAfi FTIRT:30lMfg Specified Cambs, ChoNs Tana Coal CMms Tens. Corry.
fl GCpi:NA Plate Typaja): A-B 5 0 C-0 0 -33
Wind Duration:NA WAVE VIEW Ver,16.02.01.1215.13 B-C 0 -29
Lumber AnnMOng Nehs
Valuean 13B(EMxfive6112013) Truss must bairelalled as&axn in pep chord up. Maximum But Chord Forces Par Ply jibs)
Tap chord 2x6 SP SS Dense The overall height m this taws exdudirg overhan,is Chards TmaComp.
Bal chord 2x4 SP p2 2-2-2. F-E 62] 0
Webs 2x4 SP Al Tap CMN ovsmarrg(sl may be bad inn algid.
Lumber value sal-13W uses dear,values Maximum Web Fomn Far Ply jibs)
approved 113N2013 by ALSC Wehs TenaComp. Webs Tens. Comp.
Spttial Loads B-F 0 -568 C-E 0 -851
—jLumbm DurFaa=1W/Plate Dur Faa=100) F-C 0 -663 D-E 0 -216
TC-Fmrn 54pllat 4.441b 54plfal 0.00
TC-Fran flapped OWbo 114(llal 806
BC-From 100fat Sl IOpMM LOS
Flla s,No.
(")2 plate(s)require speoY poaNpnlrg.Refer to
scalbo plate plot details for special powering
requirestal
Plate posleons burner a 0.50 im91 Vuser formal
edge distance.
Purlins
In lieu W alrvrWrJ panels or rigid roiling use pudme
In legally Gaz CMNs as fdlpwe:
Cynm Spacinghnoc) Stomp) EMjM1)
TC 24 4.44 006
BC 97 000 B06
Apply pWlre to any cMNe above or beaux fillem
at 24"OC unless shorn othewd.above.
Hangere l TW
(J)Hanger Suppm Required by others
NOTES:
�'� gxx A5wnB lanor wlRuenralmebrnswhnm lWMprullnaNa'lioy a'¢mlbnY^p Wahwn n»=+rg,Intluna BC311La,
** mWamuaee la mnlunaon wurvmeornove ml pardaun9 lnrwmon.
Tay 2.Mao Twemlo3Y�9 sM1liewu reme bang M Jv M»lMr4oryI,Flwvla C��alba RIASLna—
J+ Do rK»R.1541-474$6upon Fen Court,fines 4N,yO»nen, 1 tetra pral.511p
TrueHouse of ex== sag us 1. PIES"� PE No Pares "x
APEX
0]33"o' PIS1 SEON:177831 T5 I HIP_
SELLERS RESIDENCE w2 FROM: OR W:
Wool Wild:U.2 lots I ... 01INill'
4'11" 9'67
4'11• 47"8 7
0.18 112
A BI G=3X4 D III
T - T23'11"
o ,
1220"12
G —SSE F
1113X8(") -3X4
4'7"8 4'6
5'10"11 4
} 4'T"8 9'2"8 7
Lmdlrq Ciderle tm0 wine Cwda S.CrNeM(Pace.Pan DeflICSI CMada 4Madmum Ruxtbns(Ibs)
TCLC 2000 Wrd Ste: ASCE 740 Pg:NA CL NA CAT:W PP Dst min loc LUell 1/40 Ice R I U I Rw I RII I RL /W
TCOL: 700 Speed 130MI PIHA Ce:NA VERT(Ub-0.024 C 999 NO H 536 1890 /- I, I- /7.0
BOLL: boo Endoaure'.Closed Lu:NA Ce:NA VERT(TL1: 0.041 C 999 180 E 323 1195 1- I- I- /1.5
BCDL 5010 Risk Category:Il Same Duration:NA HORZ(Ub-0.00NF - D fit 110 /- /- /- /1.5
Dee Ld 3200 E%P:D HORZ(TL):0.007 F - - Wind reactions based on MFRS
NCBCL 10.00 Mean Height:2J.0911 Code IMM.CMxM Creep Fad.IS H Min EIVWdb Reg= 15
SdM: 200 TCOL:4 2 pd BMg Cade: FBC X114 RES Mmr TC CSI: 0.223 E Mln Bry Wdtb Reg= -
LOWDuration:125 Elam:3'0 ps1 Tat Sol 2007 Mas BC CSI: 0503 0 Min SO WeO Req= -
Staged 24.0" MFRS Pamlld Did:O W hl2 Rep Factors Usel Yes M.Web CSI:0.392 Basing H is a ngid suHace,
CSC Dist a:3000 Fr :moVlo(o) Mfg Speed Camber:
GCs:OAA PMW Type(s): Maximum Top Chimaomp. FDKae Per Ply s. C
D9ad5 TensCamp. Clrods Tens. Comp,
Wind Dumtim:160 WAVE VIEW Vac 160201.1215 f]
Lumber Purlins A-B J 2 C-D 2 -J
Velm SEE 13B(EBeUive 8I1CO13) In laid of drudur9 Parols or ngie adding use purlins B-C 529 -TLS
Tap clod 2x65P ss Deme W Werelly brace brads as follows'
Bad plod 2x4 SP N2 Chad Spadngpnm) Stad(0) End(e) Maximum But Cbod Forces Pm Ply(Ibs)
Webs 2x4 SP 03 TO 24 -589 951 Coords TeosCors , Clods T.s. Camp.
000 954
LucelmvIsesd-13B'useaeedgnvlues ABC dgeWan hodsabaa
weorrbdfillma H-G 4 -8 F-E 0 0
appmxed ln=O13by ALSC a220 OC unless 9men alllemix.are. G-F 732 -507
Spe.Ml Leads AMMmal Notes Matlmum Web Forces Par Ply jibs)
—(Lumber Dur Fac=t25 I PId0 Our Fou=125) Tuns.mud be installed as all.with lop dwd up, Wass, TeneComp, Webs Ten.. COmp.
TG Frem UpO at 5.09 to Ed pMd 0.00 The owrell bdgM ds Wss excluerg
Niding owdis
TG From 2pMd OAOto 2{Md 950 S-H m -521 G-C 238 -45
BG From 0(Ad -589W 4pHd 000 2-1-12_ B-G 78f -513 C-F 590 -78'L
BL From 2 on at O.W Io 2 PH A 9.54 Tap CMd owrbang(s)may be field trimmed
TG 45 to Cam Load at 122
TG 153 to Goa Load an 405
TC- 261 to C.a Load at 688
BC- 25th Care.Loatl at 122
BC- .51b Ca"' Load al 4.05
BC- 145 to Care,Load at 8.80
Peter,Nem
(")1 pates)require spatial pasN.irg.Rater to
soled plans 0..1.for special PdsOidnirg
requremend.
Plate posters consider a 0.50 stir truss porringer
edge tllelance_
Wino
Wind Inde and reafions based on MWFRS
LeO.tl venial nd expos.la wird on..
NOTES:
/r` radreay dunfi , Yhwe - ,M MpWmdo nuA acmrtganynplNs aua Erwnnp,IMWe 60511-0J
M Nd' din talo di — ra pnmdm 9 IYI
Toa 2Me+resonators Is 1 ficoxas nm e4MJas Area ToorrologyIc Honda cuPx.em Faroe EnPrcm
y`
.as.—No 1.1 ] Sans.Pok c n,sn.402,jrWasonsa,1aI22a-gt B21.5AJ
— Mltlaa Gl(oLcw.ti JNM1eyPNneaan CxaumaluNl
ex9y JaneE FOMand APEX
TrueHouse FE Nn.W.l9 PEW 50S PE.11457 PE No 80499
67377 PITT SEW IPSOI T33)HIP
SELLERS RESIDENCE W3 FROM: DRW:
HA2 WBC 37IN 1 ... 01125/17
2'1.1 3'10'5
1 2'1.1 I 15.9
8.18 v
A 81114X9" CA4%8 D
T23'117
1 �z2a' z
F %5X5(^)
r 5'10'11 3'8"9 4.
38"9 ' 9
lgWing Criteria ipso WIM CX1HIa BnOx cel IN.PNn NW) DNBC61C,utl 4 MaaMlum Reactions(IN)
WILL. 2060 Wind SM: ASCE 7-10 Pg:NA Cl:NA CAT NIA PP De moon in loc Udell I/# LOC R 11.1 /Rw I Rb /RL 1W
TCDL: 7.00 Speed 130 mon PI:NA Cie NA VERT(Lq:4002B 999240 F 756 1721 1- /- /- 178
BCLL 000 EaWosere.Closed Lu:NA Ca:NA VERTITQ,-ON3C 988 180 E 95 1107 /22 I- l- 11.5
BCDL: 500 Risk Caleea,11 Snow Dwaston:NA H0RZILq:-0.001 E - - D e7 125 /- /- /- 11.5
Da Ld: 3200 E%P:C HORZ(n):-O.W2 E - - Wil Noweions added On hill
NCOCLL:I1W Mewm+ ght2%O5b- Coda YMNCCWeNa G2ep Fetla'1:5 F. Min BMWellnRay= 1.5. .
SON 280 TCDL 02 pal Bldg Cade:FBC 2814 RES Mal C51: GM E Min Brg Widln Req= -
Load Canadian 125 BCDL:3.0 Per TPI Std. 2007 Mm BC CSI: 0.112 D Min Big Width Ren= -
Ml Panels!Dist:0 to N2 Re Feel Used Yea Mae Web CSI:0.258 Bess^ng F is a al surface.
Spacing:24.0" P
CBC Oisl a:]60X FT/RT'.38(BY1818) Mfg 5petl8eE Camber,
GCs:0.18 Plate Typeug MWmum Topl ForcesFare Per Pays C
Wind Duration 1,60 WAVE VIEW Ven 16.02.01,1215.13 Dtrerd° Tens Coomp. G90rd8 Tma. Comp.
Lumber Wed A-B 5 -3 C-D I -1
Value 5O:13B(ERetlim611/2013) Wind leads and rmtLma eased on MWFRS. B-C 3 -6
TOp UwN 2x8 SP SS DeIue Leff and wN®I net exposed to wind plessual. Maalmlm Big CIIpM Foucea Per PM JIM)
BMch,rd2x4SP#2 Cborda TenaCmnp.
Webs 2x4 SP 0 Additional Note
Lumber value sel'I 3B'uses design values Negative reaation(a)of 197#MA%.I...norvwiM F-E 75 _Ml
,proved 1MM013 by ALSO load ease requires,uplift amretlim.Sae Neogene
Ransi s. Maximum Web FOrooe Per Pty(lbs)
Spinelli Leads Toss mug be installed as grown with top O1ord up. Webs Tew CMnp_ Well Tens. Camp.
—(LumGer Dur Fae=125/Plate Due Fac.=125) The overall height M the Wv excluding oerbarg is
T4 F. Sel pHa1 -589b 5l380 B-F TJ7 -896 C-E 312 -t01
2-012'
BC-From spial 5.89to sagas 0.00 F-C 271 -93
BC-From 10pMM ON to 10 ql at 388 Tse Chord mearma l may he field trimmed
TC- 231E Cone La31 M 122
BC- 131E Care.Log at 122
Plal ng Note,
(")3 same)acquire spel pwagming,RMerbe
gained pled,ped dwaila be speatal pos0lonia5
regwremeMa.
PIM,poffihmu one der a 8.50 mob base penmNer
does dpstaned.
Paden,
1n lieu of swnmas Panels or rl ceiling use pumns
to lateral brece clonal as follows'
Chord Spasil act Blad(fl) EM(b)
TC 24 -5.09 3,88
BC 45 0.00 376
Apply purine to any Magda obese or belmv fillers
at 24'OC unless sMw/n shoves,above.
NOTES:
�
Linlaarres"aem a,Moanl acneor,reaMem. naenlonal memaom accompwimp this Win gains mouse BCsi ten,
reed eb ma armaealuaa plena canna uo
mnaeon.
TH 2A.ad..
b ani�nawn.aTemrdare 5.......n.to,w,.peaT.d,r ,w1re R,adaCapwMen nods Englnew
Ons No.7sn.4745sumo Paxcow.sem402.3aownw0e.FL32224.904.82IUdG
APEX
rue v �e
•)se woolG Kean leff",P Pmewn ..a 9 Murry AWuerne E Real
FE No sec. PE No lg5a PE No 71457 PE No NUNN
8]377 Ply 1 PEON:1]5941 T21 HIP_
SELLERS RESIDENCE 0ly: t FROM: DRW:
HJ03 W91.6721be / ... 01W17
9'45
4'78
0.18 12
v
A �4% C=3X4 0
T T-�z3'„”
1 .w 22'IT12 i..
G =5%5E F �}
1113X8(' —U4
60 13 4'5'5 4'6"14 p"Z
I'5'S 9'0"4 5
Leading Cderb hose Wind Cilbrla B.Crherb lP4HhFSF1 DeNCSI Criteria ♦Maximum RBaodOm(1be)
TCLL 20.00 W c Std: ASCE 740 Pg:NA CL NA CAT:NA PP Ddlection in lea L/den Idl Lac R /U I Rw /Rh /RL IW
TCDL: 7.00 Speed:1M1 mpn Pf:NA Ce:NA VERT(LL): 0.027 C 999 240 H 531 /1091 /- /- /- IBA
BOLL: 0.00 Eadosure:Closed Lu:NA Cs:NA VERT(TQ: 0039 C 999 180 E 310 /218 I- I- /- 11.5
BCDL 5.00 Riek Cdilmr,11 Srwa Dural NA HORZ(LL):4.005F - D 106 I] I- l- l- 115
Dee Ld: 32.00 EXP:C HORZTQ:0.00] F - - Wide reactions eaud an MWFRS
NCBCIL'.lam MemoHeight,24.09 it C IMbo Cdbrb Creep Proxi l5 H Min Big With Req= 1.5 '
SaOd: 2.00 TCDL:42 pd Bldg Code:FBC 2014 PES al CSI: 0601 E Min Bq With Req= -
Load Common 1.25 BCDL:30 pd TPI Sit 2007 MrxBC CSI: 0.50) D Min Brg With Req= -
MWFRSPanldgd:OWN2 R Faderstetl:Yea Mex Web CSI:0.3]5 Beating Hieadys address.
ame plate S�dn,:M 0- Betting H requires a Beal plate.
CBC Gist e:3.00 it FTIRT:30(OV1IX0) Mfg Spedfietl Cambec
GCs:0113 Plate Typela): Maximum Top Chard Fortes Per Pty(1be)
WiMOurelkn:180 WAVE VIEW Ver:.18.02.01.1215.13 Chorda Tetm.Camp. Chords Tem. Comp.
Lumber Pumps A-B 3 -2 C-D 2 -3
VMue SeLl3BhEXeclim6/1YID13) In lieu of Slructurd panels or rigid ceiling use parirm B-C Bet -892
Tap chord 2x6 SP 92 to laterally brace c hums eafdl.
BM M0M 2x4 SP p2 Clwd S,dng(in cs) Shield) EM(fle
Webs,2x4 SP#3 TC 24 -B.D] 938 Maximum Bat Chord Former Per PIT 111m)
Lumber value set"130'uusdesgn values, Be 75 000 9.38 Chorda Tena Comp, Chards Tena. Comp.
apPraved 13012013 by ALSC at 24 OC unless reas to s 6hman caenasscrops abun,eve. 911ers H-G 4 -12 F-E 0 0
3 ILoads G-F 700 -621
peter Additional Nobs
—(Lumber DurFac.=125/Plate Dur Fos=125) Tmsa mud be installed as shmvn with by chord up. Maximum Web Forces Per Ply(Ibs)
T6 Form 2pOe -6.07 IN 52 aMt 0.00 TM overall height t this truss excluding barren,is Webs Tens Came Were Tens. Comp,
TG From pit at
at 6gOb 4all 400 936 2112
BG Fees 200 807 to 2pde 000 B-H ttai -519 G-C 262 -52
BG From aper D.0010 Splfd 9.38 Top Chord onslaught)my be hdtltemmetl. B-G ]33 -602 G-F 663 -747
TG 381,Cott.Load at 1.05
TG 14611,Cert.Laatl at 3.07
TC- 25416Cn..Load at 170
Be- 21 Coons.Loa]M 105
to
Be- et to Cott.Latl d 387
BC- lot to Cont,.Lead!be 8]0
Plating Notes
(")l pleats)require sp coal pDaitionirg.Refer to
SeNeb Plate Not details far apedal Partioning
remaereme
Plate podd0ns mwtler a 050 inch boom'dome,
edge distance.
Wind
Wind bads am reactors baud on MFRS.
Lee and veeioal net exposed to wind preuure.
NOTES:
/r) t.mad—N1110srs—donIM'nadexanArraorm naWlim.so—Taryl,Use sINWBL
ura r—ra a 9i 1m.
stroduewee'mm�iu0d -Inme emn'nrnaalpemarelrommon.
Tg 2Apex TehdMy is a fieuwama wmM Jw
r lu, l
ye170 .,,I.P.Ire ...CUnm rw
URe—dal
1111 Pam—No.7517.4745 Su Pak OmM Sane 402.JurawaraR,FL13Y14-AY a]1.5M
Q M-W GNatloxid JMnoPMrem gMBMJeneuameERo.Oem
APEX
TrueHouse PE W.eCe]e PE No teats PE No 71457 PE No.W4W
67377 Ply:1 SEGN:1]690/T]1I HIP_
SELLERS RESIDENCE Oty: t FROM: ORW.
H.104 Wgt67.2I1me I ._ 0126117
4'11" 9'6'7
4.11• '{ 47"B 1
0.18 v
A 04 C=3X4 0
T S2
pa
1 220"12
G a5X5E F
1113X8('") =3X4
5,10"11 4']"8 4'6"14 4"z
'i q:]g 1 92..6 ]
LoadhMCrosda ha0 Wind Credits Snow Criteria/Pit P1 in p6F) DMVC91 CriNda as
Maximum Reac6am(Iles)
TCLL: 20.00 WiroShl: ABCE]40 Pg:NA Ct NA CAT:NA PPDMemm in Iml/defi LAN Lee R /II IRW /F
,
/F
L /W
TCDL: 72h Speed: 130 mph of NA Ce:NA VERT(LL):-O.M4C 999 2a0 H 536 /890 I- l- l- 17.7
WILL 0.00 EFlasure:Closed Lu:NA Cs;NA VERT(TL): 3.041 C %8180 E 323 1195 /- /- /- /1.5
BCDL: 5.00 Pock Category:11 Smmv Duration:NA HOP I -0,004F - - 0 111 110 /- /- /- 11.5
Des Ld 32.00 EXP:C HORZ(T-):0.007F - - Wind passions beeai on MFRS
NCBCLL 113hir MemryelgW2409R - Cdtle yMhe Crude- Creep Fadal.19- IT Min Brg SWmh-Req- 1.5...,
SoN4: 2,00 TCDL 4.2 past Bbg Code:FBC 21114 RES Mar TC CSI: 0 223 E Min Big Wdh Req= -
Lose Duration:1.25 BCDL 30 pia TPI Sad 2007 Max BC CSI: 0.503 0 Min Bm Wil Req= -
Spadng:240MFRS Parallel Cid:O to h12 Rep Fallon Used:Ved, Max Web CSI;a392 Beating H is a ngtd surface
CBCCu ODOR F-rR 30(0)/10(0) Mfg Spetlfiest Comber: Been,H reautreS a Seat plate.
GCp.010 PIBIs Tyrues): Maximum Tap Chad Foreas Per Plyllbs)
Wind Omtlian:1.60 WAVE VIEWV. 16.02.01.1215.13 Crashes Telu.Con, Chorda Tma, Corp.
Lumber Purlins
Val Set 13B(EReb ive 61112013) In Imp d strudurd panels or rigid with,we purine A-B 3 -Z C-0 2 -3
IO Intently mace cholla exudateBot s
B-C 529 -]b
Tap Mod
2x6 SP2 Dense Choll Spedn9(inac) Saral End(R)
Web.2A Son p2 TC 24 -589 9.54 Maximum BOL Chord Fomes Per Ply IIho)
Weba 2x4 SP p3 BC 75 000 954 Craortla Tene.Cmap. Chorda Tena. Comp.
Lumberoduaw-131t'useadesign velum Apply palms to any Choms above or bdons fillers
approved 113MOl 3 by ALSC at 2P'OC unless sham Uraerwtm above H-G 4 -9 F-E 0 0
G-F 732 -560
Special Lords Additional Notes
--(LumWr Du[Fac=125/Plate Dur.Fac.:125) Trvm most be installed a a shave orh top chord up. Maximum Web percentPer Ply(are1
TC-Fort OpXat -5.89to 54 p8 a1 000 Webs Tens CompWebs, Tera. Comp.
TG From 2PR The owrell hdBhtdthis WssexclWinp overhang Is
at ON t0 2plat 9.54 TheOv
BC-From Gond -5.8910 4pdal 0.00 . B-H 892 -521 G-C 236 -45
BG From 2pit per 000th 2pf a1 954 Top Chad prommang(s)may be red trimmed!. B-G And -543 C-F 596 -752
TC- 451b Cmc Lope]al 122
TC- 153 to Can,Load at 4.05
TC- 2611E Cpm,Load a 1680
BC- 2510 Calc.Leatl at 122
0C- 85 lb Cars.Lead at 405
BG 1451E Co..Lead at 6.06
Platin,Notes
('11 plale(s)require spend possuma , Rehr to
scaled plass,pill tands ror apedd padtianing
requremems.
Plate owbons wndtlma 0.50 Ncra Wm pelimder
edge demema
Wind
Wind bads and reapions bamd on MWFRS.
Left erld whapa Not exppmd to wind pressure.
NOTES:
/r� Inalidr—dand'abannla.lemrmnmauan. naa�aona�rmaaom.rmmpardbp mlaw..aa ry.aawa ecstlm.
(1a/ ampaddeued m wm
nianon win pme atoodural puns daenstauenon.
TH 2apex TerhMry, m
a a poison moon romad by Ja.Apa Temma,lna Flowtemaro
en Rands Emparder
Bamex,No.7547.4745 Saxon Pam Cow,sora 492.Jaaaanane FL 3222 sbs.atWho
APEX
TrueHouse••p endow G NaelwrsN lMrey P/maa.n ..a 0 Mum, Jamuene,E Foamed
e PEW mus. PE No 595W PE No 71457 PE res a..
673nPyr SEON:1797s/Teel HIP_
SELLERS RESIDENCE Oy: FROM: IX2W:
HJOS Witt 81.2 has 1 ... .17
5'6"5 11'3"6
5'6"5 ST1
0.16 1v
A B=rSXT C=8X 1114X5(— D
(a) T
w W1
1 F j__X10'
H 4�
5'4'5 5'11"1
I 6'1"6 5'4"5 11'3"6
Loading ColumbiaOpen Wind Chinese Snow Crktla alP0.H in PSF) DaNC41 C~a A Maximum Reactl0m(ON)
TELL: 20.DD Wind ad: ASCE 7-10 Pg:NA Ct NA CAT:NA PP Estimation in I.UtleO L/p Loc R /U /Rw /Rh I RL /W
TGDC 7.00 Speed: 130 mph FI:NA Ca:NA VERT(LL) 0.065C 999 240 G 1251 /941 /- I- 1- /8.0
BOLL: 0.00 Enuosure:Gcaed Lu:MA Cs:NA VERT(TLt 0.124 C 999 100 H 1121 /309 )- /- I. /10.8
BOOL: 500 Wm:Cmegar, II Sri.DiaaBan:NA HORZ(LL): 0.010 E - - Wind maations based on MWFRS
Dp Ld: %L(H) UP:C HORUTL). 0020E - G Min Bry WdNRml 15
NCBCLL:1000 Mean HmgM:15.00 It Cada l MIN CrNeua Creep Factor:l5 H Min Bry Want Rest= 1.5
Spin: 200 TCDL:62 pm Mdg Code: FBC2014 RES Max TC CSI: 0.576 Earrings G&H are a ago aurlre.
Lead Danish.:t 25 BCOL: )p par TPI Said 2007 Mar BC CSI: D.850
Saturn:24.0" MWFRS Parallel Chat:O to h/2 ON Fronts Usad Yes Mex Web CSI:0.711 Maximum Top Chord Forces Pr Py,(1bs)
C&CDhd a'.300b FTd9T:30(OVi D(0) Mfg Small Camber: Claude TenaComp. Chorda Tem. Comp.
GCp:0.18 Pee Type(at A-B 5 -2 C-D 6 -46
WId Duartmen 160 WAVE VIEWVer 1802.D1.1215.13 0-C 613-1875
Lumber Purlins
Value Set:13B(Elledive6112O13) In liou W structural pans or calling we putlins Maximum 80 Chard Forces Pat Py(11m)
Top chard 2x0 SP SS Dome t0 laterally brace brands as holders: Clwrda Ter Comp. Chards Tem. Comp.
Bct chord 2x4 SP M1 Chord Spacinght ox) Nor(9) EM(0) G-F 36 -98 F-E 19W -684
Webs Nat SP W12x8 SP#1: TC 24 -613 1120
C 75 D 00 1128
Lumber value sea"13F uses desgn values Apply puffins to any mwNa above or them Men Maximum Web Fracas Per PWIW)
apgoved 1130/2013 by ALSO at 24'OC unless shown dMreassshow. Web. T.eComp, Web. Tens. Comp.
Bamin9 Wind B-G 957 1214 C-E 714 -1954
(e)Continuos lateral restraint astutely spaced. Wind lOaie and reactions based On MWFRS, B-F 16W -612 D-E 137 -403
embi End wNcals not exposed to mind pressure. F-C 3D] .210
Special Loads AddibOnal Notes
—(Welber Dur Fac=t 25/Plate Dur F.=125) Truss moat be installed as Intent wind top Mwd up.
TGFncm 54pta1 AtA310 Most 560 T
TC-Fram 54pie1 5.68 to 54p0M 11.28 The overall height at this arms axduding onerharn is
BC-Fran 4o at 8.13to 4p8M 0.00 2-2-2,
BC-Fran 10 of at 000 t0 tablet 1120 Top Chond 0wemang(a)may tax bad trimmed.
TO 19 to Cam.Lead st 1.D5
TC- 142 lb Con,Load M 387
TC- 2601 a Cores.Lead m 6.50
TO 356 th Ca¢.Lead as 932
SII BC- 11 Ib Conc,Land M 1.05
BC- 79 th C0..LCatl m 367
BG 139 th 39C -co m 6.50
K- 199 h Conc.Lae at 9.32
PM,Npet
(^)3 pmels)mature speual pmnionirig.Rater to
scald plate bol dereile lar spwel posMorin9
requirements,
came immune consider a D.sg inch truss primmer
edgedmance.
NEWS:
/�� 1.Winners isnot wdd.ma..lor lnnalaeOn. Aatmo.l mor a.m.aaamparnim mew..ea am.i.w.acsllm.
i1/ 4 .e.am
twmnomm.inommumb,i epi a..o.n.pmnamrn.
TH zAmex mearonW is aealew.name ma.d by 3a.Ama Temndorm lm Wraa Cwpwaetn Rom Enpm.er
PinW.7u7-mss awe Pam Cwn.sou d C.I.—Il.11322.-eo4..152.
APEX
TrueHouse••se PEZW"GI(rebwatl I.y P em.— Ce.6 Murray Jab,a.E a..
WAIB PE No 53541 PEW 71457 PE No.Nes.
B]3P Ply:1 SEON:94091 T67 I HIP_
SELLERS RESIDENCE Oly' 1 FROM; DEW
:
HAS Wg1:64]Ibs l ... 011213117
5"¢ 6'1"4 12'4'9
152 1 5712 F 6'3"2
0.16 v
A B-d%1 =6X12"
C 1114X5 D
T B) T
1 1-0 10.
F E
111378C =H0,610
5'10"it 5'711} 6'691 12'49 �
Loading Criteria hism Whad Criteria Snow CrOabds,Rapon NWCSI Criteria •Mulmum RMgUons(Ibs)
TCL-1-: 2000. Wind SIO: ASCE 7-10 Po;NA CI:NA CAT:NA PP Delletlion in los L/OeB l/R Loc R I U I Rw I Rb I RL IW
TCDL: ]OD Staged: 130 mph Pf:NA Ce:NA VERT(LL): 0.098 C 999 240 G 1314 /BOB I- /- /- 27
BCLL: 0.00 Endisure;Dogd Lu:NA Ca:Na VERT(TQ: 0.1B2C 815 180 E 11M /304 1- l- )- I-
BCOL: 5.00 tisk Category:It Snow DurMbre NA HORiNLQ:0.013E - - Wind reactors based on MWFRS
Des Ld: 32.00 UP;C HORiSn):O.ONE - G Min Big Width Next= 13
'NCBCLL:1000- -MeenikyM:9400A- doMlM4c d8aria GeepFetlorrls- E. Min Big Width Rest=-
S'Afit 200 TCDL:4.2 ad Bldg Code:FBC M14 RES Mar Tn CSI: 0.533 Bearing Gisadgidsudam.
Lead Duration 1,25 BCCL'.30,d TPI Sod 2007 Mer BC CSI: 0.028
S,ohar0:24u) MWFRS Parallel Do:0 to N2 Rep Fatless Used:Yea Mao Web CSI:0906 Meaimum Tqp Choral Forces Per Ply(IN)
CBC Dig a:3008 FT/RT:30(Cy14(0) Mfg Shagged Cambec Chords Ters Comp. Chards Tera,Camp,
GCp:OAS P140 Typos): A-B 5 -2 C-D 6 -63
Wind Durhbou160 WAVE,HE I VIEW Ver 1832.01.1215.13 B-C 8M-016
Lumber PBOIm
Value Set'.138(Efletlive W1f2013) In feu M structural panels or highs ceiling use Wtlbs Maximum ButaFaro Par FPar Ply(lial
Top cM1aA ns
a6 SP SS Dee to laterally boom chords as ldw
l0s- Chords Tem Comp. CMMs Tom,Cane.
Bot chord 2x4 SP M-8 Chard Speungnir oe) Start(B) EMIR) G-F 10 J F-E 2354 -]Z]
Webs 2x4 SP 93 TC 24 -5.89 1237
Lumber value SH"1313"uses designlues BC ]5 0.00 t2.3)
Values Apply Wtlinsto arty MOMS aboww Mlow fillers Maximum Web Forces Per Ply(lbs)
approved t/3N20t3 by ALBC M24.00 unbu sM1oxn MM1eiwise grove. Webs Tena CompWales Tens.harp.
Bracing Hanger l Tba B-G SIB-129 C-E ]M -24M
Ian Commuous lgeral memo irs equally spaced on (J)Hanger Support Required by WM1ers B-F 239 -BM D-E 134 -383
ember. F-C 3fB -248
Wind
Special LwW Wind Ioods and reactwu basetl on MWFRS.
--(LumNr Dur.Fac=135/Rude CurFec.=135) Ed vaNmla ng ex mdto vnntl
TC-From 54pMa1 -554
89b pMg 12n
3] W preuure.
BC-From 4plfal -5.89to 4pffa1 0.00
BGGFrom 10pHal 0000010
PBM 1237 Additional Nobs
PLT- 23 to Cwrc Lead at(I U,11.9B) Truss mug be insbllel as sharn men top chord up.
PLT- 153 to Carl.Lead g 14.M1202) TM overel hught 0 this trva seduced merhanga
PLT- 2611b Cart Loedid 6.8,1206) 2-24.
PLT- 3M Its C.Lead at ]1,12.11)
PIB- 13 to Cao.Lead 81122,1004) Top CMN merhang(5)may be field hammed.
PIa M to Carrs.Lead at(40,10 w)
PLB- 145 to Coni Lead at
PLB- 205 to Cors.Lead at(9.71,10.04)
highest Nolen
('-)5 platens)requinespace!positioring.Roberto
sr&ed Piga pia details per spttW posi40nng
requremeMa
Pigs positions mnsitler a 150 1mM1 Wss poimHa
edge distance
NOTES:
1.""b"'p bur shm"AmerormSghten ase.lmrnao
.nuexam mosemse MamnaharireirdWaB. N"'
shptserusedm wvn
nibncen aln mOM om
e sons pion:saIrsal.Wr
TH 2 Ayer TMnaNgre oh d name a men by Jas Rpea Te,brolnm l nc comesCaµolgn Rome Chanter
W&mu 00.15.1.4].5 S Mn Poo Coum,SWIe IO].Jeeamnrnle.FL=24.9M.51i StN
APEX
TrueHouse orb
a Michwe G KvrsMl Lameys.— CeakBMJrrry J�wam E Nxvand
L PE No.WAt9 PE rb.5844 PE No.71457 PE Na.snarls
67377 Ply:t SEON:T))6J/TB LMCK
SELLERS RESIDENCE Ob: 10 FROM'. DR-;
JD1 Wg1:16.8 lips
025 12
v
A 1114X5" B
23'9"8
T
T
a
C) HB 6"B H o
{V m N
1 1 y m .0.12
E D '''������77fTff''YY�
III XB( )
loo
4-2- Joe
Lwmrp Cri[ems lw0 WhadCdbda $now Criteria F9 R'.n PSFI D $1 Ctllera A Maxmum Reee$oas(Ibs)
TCLL 20.00 Wind Std ASCE7-10 Pg:NA CCNA CAT:NA PPDd onin loo Uden LM Lac R IU /Rw /Rh /RL 1W
TCDL: 7.00 Speed: IN mph of NA Ce:NA VERT(LL):-00028 mag 200 E 13 /085 /5321- I- 16.0
BULL: am Eaiomxv Cloned Lu:NA C. NA VERT(TL): 00038 GN 180 D 13 /- /d /- /- 11.5
BOOL: 500 Risk Cp ,or,11 Srow Durefion:NA H OLL)A ON 8 - - C 23 1582 /612 1- 17 11.5
DenW 32.00 EXP:C HORZ(TL):0.0008 - - Wind reasions based on MFRS
NCBCLL:10.00 Mean Height:2a53it Leda l Mbq Crbeda Creep Fedor l5 E Min Big Width Ran= 15
SOryry: 1.00 TCO-:42 y1 Bldg Code: FBC2014 RES Max TCC51: 078D D Min Bq Wldtn Raq= -
LeedDougee:125 BCDL:3,0 psf TPI 510:2007 Max BC CSI: 0.009 C Min9gWidthRan= -
MWFRSPerstDie:OtoN2 Re Factors Used Yes Mar Web CSI'.0475 Bearing E is a rigid sudece.
Spurred:24.0 p
C6C DIM 4:3.008 FTARPipes :r aide IXO) Mlg Specified Camper Maximum Top orrip Forcec Pay Te . C
Gado 0.18 PIM¢Typgs): CM1ads Tens Canp. DM1ordB Tem. Comp.
Vfintl Duration IN WAVE VIEW Ve[18.02D1.12t5.t3
Lumber Additional Nobe A-B 5 0 B-C N -13
Value Sm 13B(EBedim WIM13) Naufim mordants)d-5020 MAX,hon a nonwintl Maximum Bol Chord Fortes Per Ply llbu)
Top tlpnL Sion land case requires uMM pannegiun,Sea Maxamum
Bid Aland W SP 43 Readions. Cords Tens Camp.
Webs 2x4 SP M3 Provide for examples manage of rad. E-O 0 0
Lumber value x1'138'uses design volces Truss must be installed as shown won top dwrd up.
'Voyed 1/30/2013 by ALEC The warall night of this hiss excluding ovenerMis Maximum Web Fdnn Per Ply pbs)
Pabtg Hoes 2-0.0, Webs Tem.Canp.
(")2 pigs)req We a pedal pasieanirg.Rear to Top Chord ovenang(M may be field trimmed. B-E 1516 -868
Ma1eal plate plat deaila for¢peal positioning
requirements.
Platepositronsw Wera0.50incltmsspenmder
edge instance,
Faults
In Wu of slrvduml Funds or rigid ceiling use pump
W laterally brace¢Words.oppose:
Chard Spatlnghnod San18) Fri
TC 20 4.17 083
BC 10 0.00 0,83
Apply purlins to any chorda ahem or Ga1cw fillere
at 24'OC unless shaven offamm s extra,
Wind
Wind loans based to MWFRS with additional UC
ember design.
Len end mrd®1 not exptxd to vend pressure.
NOTES:
�'�
hold
hi ip pia ngoveon YmeloYnele carne Pas pone)lneW@ons mnrpeny'ry NieNm tlnxiy,Inrlutle BC511d3,
oultl be uud In ru^lun0on min Ina r eivalmo pWm brone nNNcallan.
Tg 2 Apex Tetrmbpy is a.mews ransomed by Jm Ppev Tetfneory RheeG nn FmnNEngrua
6ueiness W.154]-4745 soon Pak counsurd adz.axMeonNlle.FL 32224-No for 52nd
p APEX
itueHousQ P Ni=9""1 FENo 9ep� �eNo 711457Y JPEQN&haxplys antl
67377 Pigt $EON:1]]66/T7IJACK
SELLERS RESIDENCE Or, FROM: DRAW:
J02 W91:2B91bs I ... 0IM17
0.25 72
v
A B 1113X4" C
T T 23'10'
TY'I—T'YI'7
o HB 2'6"8 0 0
N q (V
1 i
E D ''`���lF```77TYYY77t' /�22'0"12
1113X8(")
4'2" 210'
f 2,10„
Loading CHMria 1pah Wind Crill Scow CMada(Perrin PBF) Dsi Crbada ♦Mm
aximum Reaon,llba)
TCLL: 2000 Wind Std ASCE 7-10 IF NA D:NA CAT:NA PP Defletlion in I¢L/den L,, Loc R I U /Rw 11th 1 RL IW_
TOOL: TO Speed: IN mph R.NA Ce:NA VERT(1.1-):-0.0018 999 240 E 510 1Q9 /2901- 1- /6.0
BCU- 0.00 En:bwre:Dosed Lu:Ne OC NA VERTQL): 0002B 999100 D 43 I- /14 1- /- 11.5
BCDL: 5.00 Risk Calepkc,It S.Duratlon:NA HORZ(I-Q-0000B - C 77 1101 /149 /- /9 115
D.Ld: 3200 UP:C HORZ(TL):-O.WOB - - Wlndami,rons himaxi MWFRS
NCBLC Met- Mean Height:M"- QaMlMhctXleM- Creep Fatlm 15- -E Min Big WPM RaI' 1.5.
SPAIN 2.09 Ti 4.2 Prof Bldg Coda'.FBC 2014 RES Max TC C51: 0.790 D Min Big PAP R,- -
-MIDUrdiW:125 BCOL:3.9 Poor TPI Bid M07 Mad BC CSI: 0.124 C Mut B,Width Req= -
MWFRSParaIIADad:0bN2 R Factors,Used:Yx Max Web CS1:0 Me Bxnng E is a rigid numbers,24.0' Red
C6C OWx 0M.1
18 PT/RT:OOIOpt0(0) Mig SpedBetl CamberMaximum Top
om, Fomaa PaRem.
Gsid .16 Plate TlmIXs): Chards Tens.Comp. Chonts Tera. Comp.
NRnd Out1.60 WAVE VIEW Vx:18.02.01.1215.13
Lumbar AdtlBbnal Ndx A-B 5 0 B-C 19 -5
Vdue SM:13BIEX¢tix H1/2013) connote for conmele drainage or and. Maximum Bd Lbord Forced Par Ply Ably)
Top chont 2x6 SP p2 Turns must be installed as sboam wiN top dtant up MaximChoice BorChim
Bol mord 2x4 SP p3 The avx orell height of buexcluding overran,Is
Were 2x4 SP M3 2-0-12 E-D 0 0
Lumber value xr'13Buses design values; Top Crord Puemangon may be Add trimmed.
repmvud liM2013 by ALSC Maximum Web Farces Per Pty Ilbsl
Plating Notes
Webs TxaComp.
pspecial icaroming.
n
W B-E Bt 46
season name plot Mais for aeatpslmmin,
requirements,
Plate positions,consider a 0.50 men turn perimder
Finger
In lieu of pore urd panels or raid coling use pudins
to Intensity Man dmrce as rolloxs:
Chem Sparinggn net Surge) EM(n)
TC 24 4.17 2.83
BIC 34 0.00 2.83
Appy police to arty Monte alone or bda v fillers
at 2r OC unsex comm Manua aboxe.
Wind
Wind knees based on MWFRS with addilional C&C
member desisn.
Len end venicd net exposed to And!pmxure.
NOTES:
/r� l.ln'ccennotin mmmucku el s.crontxammn. PYebonds lmiuNma accompanying lRS Wsa drawing.iMl<e BC511O].
1// N"N" arymubnwilr,IMa ressixal pa n,onal,nulnion.
TH a�MMMNo 7�7.4745$°u �name ww Su,:d �arkm�&FL32224°� °lam N EreinK.
MirAeeI Glto9anM1i Je1M1eyP.— Coca BMumy Jacqueline E Imi APEXTYueHouse GE No 60 PE No 5e PE No 71457 PE Na 8049B
8]377 Ply:I Si1Ty69/T4I JACK
SELLERS RESIDENCE Oty:4 FROM: DRW':
J03 Wil:30.81bs
0.25 12
A B 1113X4`•
T T23Y0"8
a
o HB 4'6'8
N
to [V
I l L+22'9'12
E D
III 8'••)
4'10"
4'2" 4'10'•
Lss&rM CrBerla fits Wlnd Cdleda Smmv CrNsda a,Ky,PSFI Det CMrla .Mashies Reaction.fill
TCLL 2000 Wind Sid ASCE)-10 Pg:NA C1'.NA CAT:NA PP DMedlan in be Udell LNt Loc R IU /Rw 1Rh IRL IW
TCDL: IN Speed: 13o mph Pf.NA Ce'.NA VERT -0,001 B 989 240 E 501 14V IV4 l- 1- 16.0
BC11 000 Eacosure:Cloud Lu:NA Cs:NA VERs 00028 999180 D 73 /- 124 1- I- 11.5
BOOL 500 Risk Cdegaryal Sroaw Duration'.NA 1-10R (I-Q:40008 - - C 131 167 149 I- 111 11.5
Des Ld: 3200 EXP:C HORZ(TL):-0.0008 - - Wed reactions based on MWFRS
NCBCL 1000 Mean Heigbl'.24.07fl Coda l Mac Cumbi Creep Fadsc l5 E Min Big WMM Reg= 16
Sorts: 300 TCDL:42 psf Bldg Core:FBi RES Mai TC CSI: 0557 D Min Big WidlM1 Red z:
Lead Duration.1,25 BCDL:3 0 p¢f TPI SM:2M] Mev BC CSI'. 0.35] C Min Bid WMIM1 Rd1= -
Spedng:24B MWFRS Perslld Did:0 to 1 Rep Fedon Used yes over Web CSI:0.146 Bearing E is a ngid surface.
DEC Did a:3.00 it pT/RT'.S&0pID(OI said Spedfrcd Dambec Maslmum Top Crystal Forces Per Ply plays)
GCp:0.15 Plate Typels): Chords Tens Cour Chorda Tem. Camp.
Wil Duration 160 WAVE VIEWV,15.02.01.1215.13
Lumber AddM.l Notes A-B 5 0 B-C 12 -5
Value SM:138(Effective&12013) broadly forcomplets drainage of roof Maximum Bot CM1ord Forces Per Pty(ibs)
Top broad 2x6 SP 02 Truss must biarev fled as sM1s«n conn top dmid up Chords Tene Comp.
2-1
Webs drcN 2a4 SP p3 smell M1n9M oHM1is 1mss evGWN9 oveTangu
WeL4 SP 1p 2-1-4 E-D 0 0
Lumber value set"13W uses design values Top Chad ovemanMa)may be field trammed.
approved 1130'2013 by ALEC Maalmum Web F..Per Pty Bl)
Phil Notes Wel Tens.Comp,
r--l2 paters)require special pceieoning.Refer to 8-E 491 -476
waled plate pfd ddaila forsioneal,badger,
re'suarm rats.
Ptak Nations consider 10 ED main may perimeter
edge dissent•.
Per
In lieu of 9rucaral panda or rgid tering use punma
to bel ly brace chorda as allows:
Dbwd Sladng(in ocl Stimi Endit)
TC 24 4.17 4.83
BD 59 000 483
Apply mrs.to any drods eMve or oelow fillers
d 24"OC unless green NMiwix above.
Wind
Wind keds based on MWFRS arm addNonal C&C
emberdeagn.
Leff end veniosl nor esparsed to vend pressure.
NDTES:
shored No
n9. cels th Pak Ste alnetim,aanW^Y Ymi,wr4rwi,M,.nmp.8L5itd3.
T 4
g Ave,M.T 9y �a Io Fy,u 4-suCewdbn Roger 6 times
bi > Sam,P C 5 3Jx1so - L33R4��f8]153N �X
TrueHouse "E -ba Ere. m a ay.1haJ...a P � � M"a
III Ply:1 SEON:171`/2 I T10 I EAC
SELLERS RESIDENCE DIY: 10 FROM: DRW:
JN WgL320196 I ... DlIM17
0.25 12
v
A B III 3X4^ C
2
T T3',,..
N
a
-
T 1 422'0"12
E D
1113X8(^)
4,2"
I 6'10"
Loaning CM«M lwn Wind Crbarka SI Cm«(a(Pg.«m III Dd Si cmane AMaximum Reactions Iles)
TOLL 20.00 Wall ASCE 7-10 Pg:NA LT:NA CAT:NA PP DeOe l In IDC 11de0 LAV Loc R It! 'Re I Rh I RL IW
TCCL'. ].W $peed: 13D mph Pi M4 Ce:NA VERT(LL):-0.001 B M 240 E 534 1439 1280 I- I- 16.0
BCLL: 0.00 EndoSum:Cloud Lu:NA Cs'.MA VERT(TL): OW2B 9991W D 102 1- 134 P I- I1.5
BCDL SW Risk Category It Sora Durston:NA HOPZ(LL):-0.0008 - - C 105 194 142 1- 113 11.5
Das Ld: 32.00 EXP:C HORZ(TL):4000B - - Wind reactions bared an MWFRS
NCBCIL:IOM' Mewn l ,KY4'O5g- CetleiMfixi the - Oreepfa t5E M'm BN WNMReq= 1.5. -
SoMe. 300 TCDL 4.2 psf Bldg Code:FBC 2014 RES Max TCCSI: 0,07 D Min Big WidMReq. -
Lead Canada.1.25 BCDL:30 If TPI Std N07 Max BCCSI: 0434C Min BID WidM Rent= -
Spadig:24,0" MWFRS Parallel Did:0 W N2 Rep Fadws Usual Yes Mm Web CSI:0.139 Bearing E is a rgld surace.
CBC Did a:30011 FT/RT:30(QV10(D) Mfg Sperfied Camber Maximum Top Chord Fomes Per Pty(Ibs)
Gi D.16 Plate Tani Chords Tena Comp. Chords Tens, Comp
Wind Duration:160 WAVE VIEW Ver 1602011215.13
Lunen Additional Notes A-B 5 0 B-C 12 -5
Value Set 138(Efxtive6H2OA) Provide for complete drainage M red. Maximum Bot Choq FOKN Per Ply(HIM)
Top chord 916 SP M2 Trans must be irrstdled as shoan wit top chord up. Chards Tens Comp.
Bol chord 2x4 SP M2 The overall hdgM of this truss exoiutling overhang is
Webs2x45PO 2,1.12 E-D 0 0
Lumeer value ret"1313'ares devgn values Top Chord im
overhangs)may be field trmed.
approved 11=2013 by ALSC Maximum Web Forces Per Pry(1ea)
Plating Notes Webs Tens Comp,
(")20yetaxrequirespecial poeverrq.Ref«tp B-E 4W -500
sealed TAa deuiislor epetial psaHioninp
requbperemeats.
Plate pos8nns wndtler a 0.50 ixh tress peemdtt
etlge tllsunce,
Purllre
In lieu of Arudur'd hands or rigid retailing use rydins
to Imandly daY Chords as ldloser
Chord Spsongpn and Stem EM(ft)
TC 24 4.17 6.63
BC U 0.00 6.83
AW,Purlins to any diard5 above or bdOwfAers
at 24'OC Monts sham mnerarde Desire.
Wind
Wind bads eased On MWFR$III addderw CBC
ember&men.
LM end venieal not exposed to wirw pressure.
NOTES: -
soul edamnv is em sumial we Me yr insamum.7aeiuxan mr5amma aammpaivwpneawn dradMg,imw.eesirm
(1F/ am wiu mnpnrnau.;m mea niitnMra vi.mamnemwiman.
TH yaM,Taammoreaflosiameeaenb ayAmeTadwia„Iz.Fares GaPeaienH,na.Engiae.
I No.75a7.4741111111 co,ay.sMax ao2.aaaronan.FL ea.4.so4..1 ya.
pea tliaei G ears-11i JxMry PAmewn AMr B1Mnry 3arcese-FI.Mebit
APEX
rue vase PE Na 11 PE.714« PE No Melas
67377 Ply,18 17490 I T20 I JACK
SELLERS RESIDENCE Oly:2 FROM: DRW:
,05 wl 16.01M / _. 012019
0.25 0
q 1113X8'1 B C
T T /h 2378
T e
o HB S' o
V 'Ip N
l E pp 1 422'0"12
1113X8(")
4'3"8 8
I 8"8
Loading Crlbrb(pm WInOCMerla Snow Criteria Noupt b Iso, Dall Choi A Mmmn Reactions(IM)
TCLL: 20D0 Wird Sm: ASCE7-10 Pg:NA CL NA CAT:NA PP OenaMm In locl/dM Los Loc R IU /Rw IM IRL 1W
TCU: 7.00 $pead: 139mph FF.NA Ce:NA VERT(LL):-00038 999 2a0 E 10111015 18201- I- 1-
BCLL: 0.00 Erxbsum:Closed Lu:NA Cs:NA VERT(TL): 0.003 B 999 IN D 11 L 14 1- I- 11.5
BCDL: 5.00 Risk Calse xi 11 S.Deal NA HORZ(LL):-oA00 B - C 19 1735 1768 1- 17 11.6'
Dent 32.00 UP:C HORZ(TLI:BON - - Wind reactions based an Mirri
NCBCLL:IoW Mem Hol 24.0 ft CordalMlacCrnarle Creep person 1.5 E Min Big Width Ron= -
Sol: 2,00 TCOL:42 poll Bldg Code: FBCM14 RES Max TCCSI: 0.1131 D Min Bq Width Rep= -
Lard!Dmalbn:125 BCDL:3D pal TPI SW:IW Max BC C51: OON C Min Big Width Req= -
Spaclq:24.0' MWFRS Fam11M DA:010 h2 Rep Famars Ui Yee Max Web CSI:0.556 MWmum Top Chad!Forever Per Py 1166)
COC Dist a'.3.00 X F /U:30(ayl)(9) Mig Specified Camber:
GCpi:0.10 Plate Typgsq. Mods TenaCoN, CMma Trans. Com,
Wind Duretlan:lb0 WAVE VIEW Ver:18.02.01.1215.13 A-B 5 0 B-C 40 -16
Lumber Additional Notes
Value Be:13B 1Eflediw&12013) Night reaeion(s)0-73W MAX.from a rbnwral Maximum Bat Chord Forces Pm Py 116x)
Top UqN 2x8 SP p2 load coal requires tool tonnxticn.See Maximum CM1wde TmeCamp.
Ban Mom 2x4 SP A3 Rehoomme. E-D 0 0
Webs 2x4 SP N Provide inr complNe drainage or man.
Lumberyaluesm'136usesddognvalues Truss must be installed as Mawn wllh top Mord up. Maximum Web Formas Per Py jibs)
apgmed 12O14013 by ALSC The overall hayM of this pmts excluding caramel is Were TCns.Cian,
Plaffix0-4.
(")2plaleegrequirespmalpo li0nir0.Pol to Top Cham oWmang(s)may befitldtnnmed. B-E 1889-1021
styled plats oo details forst W positioning
regmremems.
edgeytilipne runvdei a 050 inM truss laenmeler
e Galante.
Pull
In lieu of structural panNs or rigid Poling use purlins
to Iatemly Gam chums as Nepal
Cham Spmn9(in co) Stan ) Enall
TC 24 129 ) 1
BC 9 IN 071
Apply purlins to my Moms a6we or bdpw Ellen
ad 21 OC unless Mown channel above.
Hangars I nea
(J)Hanger Suppan Required,by dM1ers
Wind
Wind bads based on MWFRS with addGanG C&C
ember design.
Lan and ye15®I Not exposed to and pressure.
NOTES:
') I.1rq Jrempla ngeulAaem am mnAammal.plans
durimnmico'mol xmrtpsrYaM9lNaWssemmry,inlWa BG611LJ,
&wJdmomen Inmom,cJona N'arrob"ural plans Gump hntlhlM.
TLT 3 arms Toomb9/b a a...name-. Jas.TerminalIna,lot.Cupdalion FNnJa mainur
alle
"� Nichol G National 4i4E SOHO oraypu�esurn JwAsand11 O n.B pons, ssmJuyuHh C'NomaM APEX
Tru Ouse PEM mesa PEW EBV4 MNo 71157 PE No M99
67377 Ply tSEON:174931 (JACK
SELLERS RESIDENCE Oty:2 FRTiOM: ORVy:
Jc6 wgc zBelba / ... 01A26117
0.25 12
v
A 81113X4"
TTT � 23'10"
N IV
l l
o 422'0"12
11.3X9(.,
2'9"9
4'3"9 218"8
Ladrg Crilerb loop Wind Criteria Snow CrgeHa(Pomin PSF) DeR1CA Crllerls agrarianism ReecBos(Ib
ns)
TOLL: 20.W W Sid ASCE 7.10 Pg:NA CI:NA CAT NA PP Destruction in be Udell LIN Lac R 10 IRs 'FIN I RL /W
TCOL: 7.00 Speed 130 mpb RNA, Ce:NA VERT(LL):-0.001 B 999 240 E 533 INS 13M /- I- I-
BCLL: 0.00 Enclosure:Closetl Lu:NA Cs:NA VERT(TL1: 0.002 B 999 180 0 41 I- 114 /- /- 115
BDDL: 5.00 Risk Wegmy:11 Snvs Duration:NA HORZ(LL):-O.WOB - - C 73 1124 1171 I- /9 11.5
Oa Ld: 32.00 EKP:C HORZT-):-0.0008 - - Wind reactions broad an MFRS
Ncilli TO=- MasnMeright 240511 - Chose,Higbee Nerie- Creep Fs4m1.5- E MlnBrgWidlM1Rxi -
Sdr. 2.00 TCDL 4.2 pd BMg Cads: FBC 2014 RES Max TC CSL D 831 D Min Br9 WdM1 Ra= -
taatl Duration:1.25 BCDL 20 pat TPI Sid 2000 Max BC CSI: 0.111 C Min Bry WMb Ra= -
SPicng:240" MFRS Parallel Dist:0 to N2 Rep Factors Used Ya Max Web CSI:0262 Wximum Top Choirs!Fomes Pm Ply Alai
CBCDW a'.3009 FT6iT:30(OV10(0) Mfg SPiv(ed Camber: Masse sTop CMNs Tem. Camp.
GCP:0.18 Plate TWe(s): Chroods
WrM Duration 160 WAVE VIEW Ver.160201.1215.13 A-B 5 0 B-C 20 -6
Lumber Additional Nola
Vane Set:13B(Eflegive 61112013) Prondebrcompleedruna9edmd. Maximum Bol CM1ON Forces Per Pty obs)
Top cbeN 2x6 So#2 Times must be lndalled as sM1avn oillb top cbel up. Chord, Tens Comp.
Bel clod N4 SP 93 The overall height of this Wes excluding m'erllarpis E-0 0 0
webs 2x4 aP g3 2-0-12.
Lumbar value Par"13B"uaatlagn values Tcg CMN owrllang(sl may be field lammed Maximum Web Forces Per Ply(Ibs)
approved 113002013 by ALEC Wake Tena.Comp,
Plagng Noes B-E 580 -519
(")2 Pab(s)rauim aped&povitioNng.Rderto
ached plate Pq tlHa is for spauL positsenirg
r,umma..
Plate positians consider a 0.50 inch Wes penmeler
edge distance.
Purlins
In lieu of structural Pines or rigid ceiling use Purlins
to laterally lxax dards as follows:
CMN Spaorg(in 0c) Start(0) Emi
TC 24 4.29 2.71
BC 33 000 2,71
ADPY pu runs to any cmrtls abons or bees fillers
a124"OC unless:born oselwia above.
Hangers l Ties,
(J)Hanger Supped Rryund.by d ass
send
Wind loatla baud an MFRS win addiMnal C&C
ember design.
left Bud va'1ical nor exposed to wind pressura.
NOTES:
N)
1.mwdmmq ml imaars Pio a form.tara .. AMmomline—ora.—,.,,mg train m..ressix,lreMa Berl:. lm.
.d...uowes..rm m...wam dumg Imlanaon.
Tgi 2Ppex Ta movisan=i snamawnedbylm Apex Tednobgylnc,FbMa Ca lun MAdernpinnr
B-neas a o.75o.4745 susion Cont.onus aoz.ladkmnwm.a3azx.ea6r uW
_ _ APEX
BBOB
TrueHouse Ebb .p op E No S&N< PENo711457y PENo.. and
67377 ply.'g SEON;174961T161.MCK
SELLERS RESIDENCE Oty'2 FROM: pRW;
J07 W0 3o.lilen 1 ... 01126117
0.25 o
A B 1113X4'•
T T ♦ 23'10"8
T v
o HB 4'S"
IN W tV
1 E1 422'0'12
D
4,3"8 44'8'8"8
'8
Loading Crilbna dpi Wing"Name Snow CriMre ORPI in PM Deflit Crilaria G
♦Maximum Raab (Up.)lu�
TCLL 20.00 Bros SM: ASCE7-10 Pg;NA Ct NA CAT:MA PP Denecoun in lmlldell lA L. R /U IRw /Ra IRL IW
TODL: 7.00 Speed 130 mph PF.NA Ce:NA VERT(LL):-0.001 B 999 240 E 513 /452 12M I- I- I-
BCLL: pop Ercbale;Closed Le NA C. NA VERT(TL): 0.002 8 999 180 D 71 1- 124 1- 1. 11.5
BCDL ,'M Riail CaleN,11 Snow DYrellon:NA HORZ(LL). 0008 - - C 127 172 160 I- ITT 11.5
Des Ld 32.00 EKP'.0 HORZ(TL(:-0.0008 - - Wind musicians baud on MWFRS
NCBCLL:1060 Mean Hei8M:2107 IT Code l Mist;Crashes Creep FaNct 1.5 E We Be,Wind Req=
-
SoRc 2.00 TOOL:42 put EdUg Cab:FBCM14 RES Mm TCCSI: 0590 D MinBrgWiWbfood-
Loatl Duration 1.25 BCM:3.0 pill TPI SO:2007 Mix BC CSI: 0 358 C Min Bq WMm Req= -
Speting:240 ~RS Paata Diet 0 to N2 Rep Factors Used:Yes Max Web CST:0.151 Maximum Top CNortl Fomes Pm Pty(sq
CBC Dist a:3.0a FTIRT:30(0(11 D(0) Mfg SpoHled Camber: CMMS Tmap Chor Forces
Choice Tens. Camp.
GCpi:0.18 Plate Type(a)'.
Wind Durati 160 WAVE VIEW Ver.16.02,01.1215.13 A-B 5 0 B-C 12 -5
Lumber Additional Notes
Value Set:13B(Eaecon,Wff2013) Provitle for compete drainage d deed Maximum BW Cboed Fortes Per Ply(Ills)
Top WwM 2s6 SP a2 Truss must be imslalled as sued wftb top chord up. CMMa Tena Comp.
Bot chard 2x4 SP 43 mi
The owroll gt of Wsa loud Wing wemmig i5
Webs2 SP hf NiE-0 0 0
2-",
aumbxel value 1/3W2013 by
uvea design values Top Chord ovelbang(e)mayenfieldMmmed. Maximum Web Foden Per Pty(Ills)
pproved1I3W2013 by ALSC Web TanaCan,
Plaing Notes B-E 508 -49D
(")2 Plates)reglare special preparing.Refer to
scaled plate plm dmai efin special"tiorm,
requirements.
Plain positions consider a 0.50 inch lrvas penmeler
edgediumme.
Polir5
In lieu of structural panels or Wid miang use putlins
to laterally edam chords as folloxs:
CMM SpaWng(in oc) Sbd(ft) Entl@)
Tc 24 4.29 4,71
BC 57 0.00 4.71
Apply puram to any ounce above or btlav Made
N 24'OC unless ebwm mbeimse Nurse.
Haddam IThis
(J)Munger Support RecoilN,W Waera
M.d
WIN sede ended on MWFRS In additionel C6C
memurdesign.
Left eM vaNwl not boarded Mwide PreSsum.
NOTES:
f I.TNswaxi oldix-mrenlaorela lniWlatim. Mpilgnal lnsWctima s»Jmrynyiry mY WUGmnnO.lrtl'gaI3C511-03,
T} ¢boWOCe wnin[gyunggnwilbledertAeelbral plan¢rur.....straw,
Tay 7.M�TethWNYa a hZ%usr—amar byJV Ppex TaNrd%Y Inc.RpNa CaWalon FMN Erl
-y Eis'wds N.IMI-47as sulx,Pa.Cord,So.a..Jaawmill..11.2a-ON 921.52W
TrueHouse EM`br'�3eN xrd Fi "�1� E„o":5; vu'eaipabw.,d
APEX
61m¢+ SEON:174991T111 UAC
SELLERS RESIDENCE Cry, FROM: DRW:
JOB Wgt:3Z01M / ... Bill
0.25 12
v
C
q 23
81113%4" 1h 11"
T T T INF tY
nr
o H866"6
tV IN
1 l h22'0,2
6'10"
(— 42" 6110"
I. dlnBCOlarlalpry Wind Criteria Snow CORONA 1PoAIn Pen UeBIC51 Cdeds, ♦Max".RxNons(Iba)
TCLL ]000 Wind Rd: ASCE 7-10 Pg:NA C:NA CAT:NA PP OeIMt4aner loc((dell Ind Lnc R IU /Rw IM IRL IW
TCDL: 700 Speed: 130 mph R.NA Ce:NA VERT(LLl:-0.001 B 999 240 E 534 1439 12M I- I. I
SCLL: 0.00 Endorsee Closed W.W Cs:NA VERII 0.0026 999180 D 102 1- 134 I- I- 11.5
BCDL 500 Risk Category:Il Saw Duaeen:sWHORZ(Lq:-0.0000 - - C 185 194 142 1- 113 11.5
DesW 3200 E)P:C HORZ(TL):-0.OWB - - Wind reactions based on MWFRS
MCBCIl110VO... Mean Negi 24:091- codec Moe CO9eria Eieep-Fea1a'1.5. E. Min818Wilth Req= -
Sped_ 100 TCOL:42 All Bldg Code:FBCM14 RES Mm TC CSL 0,557 D Min Big Width Ras)=
-
Lwtl DuraMn:1.25 BCDL:3.0 paf TPI SM'.2007 Max BC CSI: 0 am C Min Big Width Req= -
Spedrg:24.0MWFRS ParaIId Disk:0 b 112 Rep Forest Used:Yes Max Web CSI:0.139 um Top Chord Femora
Wximrceser Pry(Ibel
P
CBC Dist a:3.0911 11 1RT:30(0)110(0) Mfg Speed Camber CMOs Ten Comp. P Tem. Comp.
GCp:018 Plate Type(.)
Wind Del 160 WAVE I VIEW Ver,16.02.01.1215,13 A-B 5 0 B-C 12 -6
Lumbar Add U nal Moles
Value Sar:13B(Rail W11201 3) ProwdefermmpenedermageNmN. Maximum Bol Chard Fomw Per Ply jibs)
Top chand 2x65PQ TO...be iomillW as sM1ave stN role Ned up. CMN. Tens.Comp.
BN chord Zv4 SP 42 The Metall loughl of this mass exduding overearg is E-0 0 0
Webs 2x4 SP W 2-1-12.
Lumber value set'136'uses design values Top CMN eventual may be field trimmed Maximum Web Forcer Per Pty(lbs)
approved 11302013 by ALSC Webs TmsCamr,.
Pham,Nobs S-E 460 -500
(")2 plate(.)require someal pourm ir,Rehr la
soared plane plat deleils for spacial pawning
regmremerd..
Plate positions comedian 050 Men tau perimeter
di dimanre.
Pul
In lieu N structural pantys or rigid ceiling use parms
be laterally bas cM1xds as!alms
CMN SpadnMln 001 SmM111 COONS
TC 24 4]7 6.83
BC 82 Boo 6.83
Apply pudim to any create above or name fillers
N 24'OC unless shown otherwise above.
Hangers l Thus
(J)Hager Supped Required,by NMrs
Wind
Wind leads based on MWFRS with additional CSC
ember design.
Len end.anm Me aspos dW wand pressure.
MOTES:
r t.Thedre'Nrd its Mn".YoubrinNalatian. AMlloral'nNucEms acwmpmywlplra WU Jrexirp.I"N".BC311L3,
araJE be used in m{mover Mm me wmlrcuval plane auing'nslalnnm.
THi 2Ape.Tedervemiisanoeremor.or.MuOApwTaAmeve-r"MwwanRse.From— �►�
��9++.... 9ueanss No.nor4745fialmn Pam Cour sane 402,JeQamxna,a 322N-901.321.52ca
Tru Hva$e �xolmmrow�N army oN P5 her Mu-, JuMennn<se�m APEX
673n PIY1 SEON:1]]86 I T26 I HIPM
SELLERS RESIDENCE Oly: l FROM: ORW:
JUS' Wild 2.11W / ... 012(V17
0.25 v
T A 1113X4 B T T
_ N �
O
lV -N fV
1 C 1 { �220"12
1113X4(")
1114X5(")
6'10"
6'10"
Loading Crilgoodt Wind Orhata S.Ct IPoRIn PSF) DaNCSI Cribde A Maximum Ructions(la)
TOLL: 20.00 Wic SIE: ASCE7-10 Pg:NA Cl:dip CAT:NA PPDefledicn In Ioc UEel LM Lm R IU IRM 'Rh IRL IW
TCDL: 7.00 Speed: 130 mph PI NA Ce:NA VERT(LL):-0000A 898 240 D 387 1155 I- /- /- /6D
BCLL ow End.....Gored Lu:NA Ce:NA VERT(TL): own,A 899180 C 4% /28 I- I-
BCOL. 5W Riab Caul 11 Sri=DuoOon:NA HORZ(LL):0.005 A - - Wind reactions baseat on MWFRS
Des Le, 32.00 EXP:C HORZ(Ty:0,010 A - - D Min Bq Wtlh Req= 15
NCBCLL:10.00 Man Negro.24.13 it Corte l mi.CMarla Clean Feala:l.5 C Min Bg Width Req= -
SdTh 2.00 TCDL:4.2 psf Mg Cade: FSC 2014 RES MwdTCCSI: 0456 Baring D is a rigid surface.
Lmtl Cumlli 1.25 BCDL:3.0 psi TPI SM:2007 Mm BC CSI: 0.697
Spading 240' MWFRS Pushed Ud:0 b h2 Rep Faders Used:Ya Mev Web CSI:0.131 Maximum Top Chord Forced Per Ply(IbM
CBC DIN a.300h FT1RT:W(Dy10(0) Mfg Specified Camber. Chortle Tens Cow
GCO:0.10 Plain Tiffin : A-B 22 -41
Wind Duration:1.50 WAVE VIEWVer 16.02.01.1215.13
Lumber Hangars I TMs Maximum Bot Cbord Forces Per Ply(m )
Vote Set 13B(Etiedwe&12013) (J)Hanger Support Required,Ey when CMrds Teds Comp.
Top Mom 2x4 SP p2 Wind D-C 38 -2
WeWi bsw USP p2
2x4spSP Ip Wind loans fsad readionaed to in MWFRS. Maximum Web Foix Mr Ply(Ibq
Lumberetlu QC!013yALSC-139'uses design nature Loll entivMitalrM expwsetl to wind pressure. Webs Tena Cwmp. Webs Tens. Comp.
apgwed 11301213 by ALBC
AtltlWmel NotesWre A-p iM -142 B-C 74 -W
—o-mStexclial LaW Tryst must beght 0�as Ylwxn won fig oUON up.
TC-Fmter DurFea.=1.2OMto ModDuFew.=12. The wyeill heigM1UMthis lmss e[dutlirg averhengu
TGFmm Si OD3tw npHyI 600 2-1-9.
TOFrom toaster
2.b tw PpX& 600
BC-Form f5 pit at Own2MU, 1pMel 323
BC-From Com.
at 22313 splint.6, 6.83
BG 1921E Cmc Lard d 223,4,23.6,n
6.23
PMNng Nwtes
(")4Needs)require sp>'aal positioning,Rekr to
Baled pmts old Arm.mr special posufinio g
requmented,
Plate poeiemd nnsidera 050 inch wv Wonder
olge the-.
Purlins
In lieu of fenqurd panels or rigid ailing use texture
to Ieteilly brace Mortis as fdbws'.
CIroM Spadngon m) Slart(0) End(til
TC 24 000 6.03
BC 82 oA0 683
Apply WrGna to airy MOMS above or Eelow filler
as 24"OC unless shown dherame above.
NOTES:
r 1 Theanwip'nnMa .'s Yaehi'manues,
TgPJnilonal lna4uSwie mnWnErq misWarlwtry,iMWe eC511N,
nouM used in anN^ on Mf he antredM glare tlumgIssamcm
, i]Nela.Mendigrm a soawareme-1.oy Jaw Age.Mimed,I...m acanxxvonFmneact.—
I7 6aenesNn.]M]-4]456MmnPat Come re
.3vae4 .JairunMw,FL=N we.821pra APEX
MIdwpemeeon CMelissa,Melissa, Jarq ueline ERaManp
rueHouse pE W in ilwrsN MF£No 5e5a PE No 71457 PE No 0WS8
67377 PIy:1SEDN:1]699/769/ACN
SELLERS RESIDENCE Oy:4 58FROM: OR W:
An WgL 11bs01/26/1]
0.25 12
q 1114X4(" B C
T T Tom„1'12
o HB 6"8 b
[V m N
1 1p.
E D 41
13X8(")
0"
Loetling CrXaria(Pre Wind Cr da Snow Create UPg.m in PSF) D SI CMada A Maximum Reductions,(Real
TCLL: 20.00 WIM Std: ASCE 7-10 Pg:NA CC NA CAT:NA PP OeOedkn In lose Udell W Loc R 1t) I Re I Rh /RL 1W
TCDL: 7.00 Speed 130 mph Pf,NA Ce:NA VERT(LL): OD02B 999240 E 673 1674 /5021- I- 16.0
BCLL: 000 Enclosure:Closed Lu:NA Cm NA VERT(TL): 0.003 B 999100 D 13 1- IC I- 1- 115
BCOL 5.00 Rlep Category:11 $1 Duration:NA H0821Ly:4.000 B - - C 23 1582 1470 /- 15 11.5
Des Ld: 3200 UP HORZ(TL):00008 - - Wind Wall Eased on MWFRS
Ni 10: ' -MaemPmend:'M.001-1 8otl.1mb Cm ft Creep Feclopl.5- E Mia Bg Wath Reqs L5,
Sofia: 200 TCDL:4.2 pt Bldg Catle: FBC2014 RES Max TCCSI: 0.]00 D Min Big Width Req= -
Lcetlpumtiortll5 BCDL:3.DW TPI 51d 20W Max BC C51: O.OW L Min Big Width Ran= -
Spacng 24.0• MWFRS Partial Did:010 N2 Rep Fa9ors Used:Tes Max Web CSI:0423 Bearing
E requires s seat pate.
CBC Dist e:3.00 it Ff'- 30ph,iI Mfg Speclfied Camper
GCp:0.1B Plate Typts)'. Maximum Top Choral Forces Per Py(IEs)
Wind Dudmonr 160 WAVE VIEW Ver,16,02 01 1215.13 Chords Tens Comp. Clea Tem.Comp,
Limper Additional Notes
A'B 5 0 0-L b -13
Vann Sal:13B(E6emiue6HQD13) Negativereatianls)of-58MM" bomanon-rind
Top chord he SP d2 Iced case renuires Uxdd comedown.See Maximum
Bol Umrd 2x4 SP M3 R.clions. Maximum Bol Clnrd Fomes Par Py pmt
Weft 2x4 SP 03 Prowl.he mnpete draimge of m% Chards Tem.Comp.
Lumbervalueset"13B-uses petgn values Tmss must be inttetl as sino nw0h top Aced up. E-D 0 0
epprovM InM013 by ALSC The overall halpin of this puss excluding o.erhmgie
Plating Not. 2-w- Maximum Web Pali Per Py(IM)
(")2plme(sf require special Weiiodng.Refer to Top Chard owlhanglq may the held tdmmed Was TenaCon,
immed out.pd details for spacial mudioning B-E 1430 -ee0
regairemems.
Plate postionsconed 050 inch sure penmMer
edgedearm
Pudi.
In lieu of structural panels or rigid refiling use punt
to laterally brace chums as follows:
Chord Specrihmoc) Stanfe) EmIOf
TL 24 4.17 083
BL 10 0.00 003
Appy purlins to any chums above or W.fillers
at 24•GC Unless shown M rmelse above.
Wind
WM loads E.M on MWFRS vnN adduced C6C
member design.
Len and.1.1 not exposed to wind pressure.
Ni
�'� ami.me.+rgmmnmd.m aon.rori..ui.ua..Aeaemt m.mxdwwa�mp.nv'�nd W.waam.m.iMw.6cslta3.
dwUw a�...hmn•nrem sem me.milromrt nl.reawtm muaiaam.
Tg mMre.9. m,.n m.� y p�T.d inWim.Dmw. wPnnbn Risese prew l�►�
Waweas No.7ea7.nay sumn Pan ca'n,S"m adz,aawonall..a 32228-9oa.sol
TrueHouse E ana o�,4t PEW71457y PEa�';p. •nd APEX
BTWT PIy.1 SEONa7NO2 I T38 I JACK
SELLERS RESIDENCE DIy:4 FROM: OR W:
Jtt Wg1:23.5 to. / ._ 01IM17
0.25 12
A B013X4" C
'I
-Fr
T �
N HB 2'6"8 am o
IN
1 1
E D 410,
1113X8(")
f 4.2.. 32:
Lwding Cried"1pp Wind Cathode BnpwM
CNpf
Gillette(ft. PSFI Dd=SI CrIMria ♦Maximum ReaCYona(Iba)
TCLL: 2000 Wnd Std: ASCE T-ID pg:NA CC NA CAT:No PP DeMCUm in lob t/dell 1p Lm R I U I Rw I RII I RL 1W
TCDL: 7.00 Speed: 130 mph Pf:NA Ca:NA VERTILLI: 0.001 B 999 240 E 51D 13W 119 /- 1- 16.0
BOW. 0.00 Enclosure:Carl Lu:W Cs:NA VERTQLI: 00020 999180 D 43 /- 114 I-
BCDL: 5.00 Risk Camse,11 S.Daasion:NA HOR2(LL):-0.000B - - C Tr 1101 11211- /] /1.5
Des Ld: 32.00 EXP:C HORZ(TL):4 WO - - Wind reactions heard on MFRS
Nfil:1000 Mean Height 15.008 Came l MNc Cribi Creep Flub 1,5 E Min Bq Wish For,= 1.5
Sol; 2,00 TODL'.4 2 psf Mg Caro:FBC M14 RES Mm TC CSI: 0.700 D Min Bq Wldlh Req= -
LDad Duration:1.25 BCDL:3.0 pf TPI SM:2007 Mal CSI: 0.124 C Min SM Wiah Req= -
Spal24.0MWFRS Pal Din'.Oto WO Rep Factors Used Yea Ma Web CSl:0222 eeadn9 E is a rigid surface.
COC Din a'.300fi FTIRT;SolQVID(D) Mfg Speclfied Camber: Bearing E requires a send Plate.
GCO:018 Plate Types): Maximum Top Chpd Forces Per Ply ill
Wnd Diversion:1.60 WAVE VIEWVr,16 V.01 1215,13 Gimme Tens.Cma, Chums Tens. Corp.
Lumbr Additional Notes
Val.Set:13B lEgsctive NI/2013) Put for complete manage is Al A-B 5 0 B-C 9 -5
Top chord 2x6 SP s2 Truss must be installed as skown with top Mord up. Maximum Bot Chortl iwcas Per IM
Ba arra 2x4 SP d3 N I 1
Webs 2x4 SPU The overall height Of this tmser excluding overhaul is Charts Tibas.Gomp.
2-0-12.
Lumber value an"138'uses design values Top Chad minima gla)may be field brimmed. E-D 0 0
approved 113M O13 by ALSC
Plating Notes Maximum Web Forces Per Ply find)
1-12 plate(s)require special positioning.Rd.M Webs Teru.Corrd,
s®Ied plate qct details for speclul Fpntioning B-E 747 -486
requirements.
Plate pximmor consider a o s0 rock tures perimeter
edge rimmica,
Posters
In lieu of structural panels or olid caking ux purlins
W pool bare awns as follms
Chord Springlin cc) Sart(fl) Endlfl)
TC 24 417 2.03
BC 34 0.00 283
Apply Whom to any CwMe above or below(Ilea
at 24-OC ureters Mwml ambers above.
wlad
Wire loafs bused On MWFRS Mth additional CSC
memMdesil
Lal and...I not orpo ial to wind IFre.as
NOTES:
f 1.Th Jremyla ml wlfioent alone or moves- m
Wetim. ,cuu elim—lion.aWnpe,this fivile xinp10].
,IndM 0031
alndd m�n m mniunnlon wo weaebnam,r.l plzn¢derma Inar,l can
TH eupa3MMryyl¢afir,., m.m eyJ A lma9l�.Rri Gapnam. FlombEnpinaw
..nuc Ne.Tsn.4]453mmn Pa Cmn.Suns4m.JarJ- 18,FL3Y224-9M.33I UM
MI—. 'i davLLu JeMeyPPmem goo 11.7 JPENo PaWM
APEX
TrueHouse vE NO W&le FE.5a5a0 PE No]145] PE NO Pde9
67377 Pyrs SEON:9]05IT46/JACK
SELLERS RESIDENCE Ory:4 FROM: DRW:
J12 Wgt 30.6Iba / ... 01IM17
0.25 0
A B 1113X4"
T ,1'a'12
Tp
INHB 4'fi"8 -
N 01 (V
1 1 ,a
E D
1113 8(")
410"
r 4'2" 410"
Leading Criteria rpm Wind Crdega Saw Cll(F9H in PATDaNC9l Cdtedi A Maximum Reaptluns(Me)
TCLL'. 2000 WVMSIU: ASCE740 Pg:NA Ct NA CAT:NA PP Defies50d in I¢Ulafi LM Lx, R IU /Rya /Rb IRL IW
TCDL: 700Speed: 130 mph %:NA Ce:NA VERT(Lq', 0,001 B 999 240 E 501 1323 12621- /- /6.0
BCI-L: 000 EnchOsum:argent Lu:NA Cs:NA VERT(Tq: 0002 B 999 180 0 73 1- /24 1- /- /1.5
BCDL 5.00 Risk Cakgwyal S.Duggan.NA HOMLq:-00008 - - C 131 160 149 I- /6 11.5
Des LQ 3200 EXPO HORZ(TL):-0.000B - - Wind message Msed on MFRS
NCBMI-:10.00'" usage gm:11,03 k- ggd fvftcd . Bmepf-aci E. Min Org.WWlh Req=.1.5.
SdM: 200 TCOL:4.2 par Bldg Code:FBC M14 RES Max TC CSI: 0557 D Min Bq Wimh Req= -
Lead Duration:135 BOOL:3B TPI Sm: 21)07 Mut BCCSI: 0.36] C Min Brg Width Req= -
SIMI24.0' MFRS PamIItl ON:N2 to h Rep Factors User:Yea Max Web CSl:0.130 Bearing E requires a Me pate.
CBC Dig a:3.000 FTIRT',30(0)/10(0) Mlg Spedfiei Camber.
Mix:0.10 Plate Typgsl: Maximum Top Chord Fortes Per Ply(lbs)
WSnd Duration:1.60 WAVE VIEW Ve,15.02.01.1215.13 Chad. Tene.Com, CMN. Tem.Comp.
Lumber Additional Notes
A-B 5 0 B-C 11 -5
Vstue SN:1313(Egedrve&112013) PmNUe for complete dainaged and
Top churl 2x8 SP 02 True mum be inualled as shavn with lop Blom up. Maximum Bot Chard Forces Per Ply pit)
But chwtl 2x4 SP M3 The...It reline of this buss esCuding pvedang is Chords Tens.Comp,
Webs 205P 93 2-14
Lumber value the"138'uses tough values Tap CMN ouerhong(s)may be fie'd Warmed E-D 0 0
,,paved IMM013 by ALSO
Maximum Web Fomes Per Ply lips)
Plating Nges Webs Tene.CUmp.
(SileFlorets) la
Flate The Mails W stoutest PossitRm9
od i
B-E 4:W -4]fi
requiremem..
Plate p temps cansider a 050 inch mass perimeter
edge charm.
Pudlm
In lieu of strumurN panels or lgid coding use pudins
to INtt,lly pace chums a.(011x5'
Cham Spie lin w) Samir Ead(6)
TC 24 417 4.83
BC 58 000 4.83
Apply purlins b any[hams aNve or Iplmv fillers
at 24^OC unless sham Nhere ss above.
Wind
Wind loans bash on MFRS out additional CBC
em5ercessign.
LM end ve seat not expoutl to wind pressure.
NOTES:
r xi,unb2mnBlanWeuFtimlrn sonaarilem-nm lnaxamonxmmpanylnO ma WnEnWa.iMWe0C511d1,
\ uuOln mnryrvnlon rnN Ue ertAXetiva'[Ivie Wnry lnsaletia.
Tvr E.Pena TerlrckYYu,fiSpu.name a A,] AW laream lnc.Mmx CaWalow FlMN Fane
R I 9vvmss W 7M7] 4745 sWbn FakCory S Ito4ol.Ja6eon,au ITMN-a04821.UX
We G I(aeMelti ee1M1e lAmeem Care,BMumy Mxpem"E C.d
APEX
True House VE M... ENo.5B514 FE M.21452 PE No..
BT3A PIY 1SEON:17]08/131/EJAC
SELLERS RESIDENCE OIy: S FROM: DPW:
J13 Wgt 3]..'be
/ ... 1)11O3117
0.25 v
A B 013%4"" C 11'10"4
T T „
o HB fi'6"6 b
lV II
1 11a
E D
1113%6('7
g,2„ 6'10"
8'10"
Loatll"CrilMle lM Wend Chbha Snow Cytherea(PaPrIn PSF) D0MCM Choi A Mestmum Reached.(lial
TOLL: 20.00 Wind Std ASCE7-10 Pg:NA CL NA CAT:NA PP Delleadn in fod Uchni L/11 Lm R IO /Rx 'Rh IRL IW
TCDL: 7.00 Speed 130 mph all.NA Ce:NA VERT(LL): 0.0018 999240 E 534 134 12691- I- /6.0
BOLL: 0.00 Endideure:Cimed Lo NA Cs:NA VERTlTy: 00D2B 999160 D 102 1-
/34 /- /- /1.5
N. 5.00 Risk Category:11 Brox Duration:NA HORZ(My-00008 - - C d lee /41 /.
/10 /1.5
N.W'. 32.00 FJ(P:C Caa,FL):-0.15 - - WintlreadionsbeseCon MWFRS
Sort . 1000 Mean Height 15.00fl CPMIMe: FBCChiral
201 Creep Facl1 O E Min B,VIMM1 Rag= 1.5
SOMI 2.00 TCDL:4.2 psi BMg M:2 FBC 2014 RES Mm TC CSI: 0.55] D Min Bis WIMN Req= -
Load
ng24an:1.25 BCOL'.3.0ps1 TPI SM:20D7 Max Web CSIL
0134 C Min BisWiMM1Reg= -
Specln9:240" Mil Postal:3.00 It M1nfoM1 Rep Fa]wellwd Ya Max Webfied oi24 Beam,Elasires s rfal
amp
CSC OiM e:3.00 X FTIR]:30(Op10(0) MM Specified Counter Bearing E requires a seal pbe.
GCpi:0.16 Plme TypCa): Maximum Top CM1wd Forces,Per Py pm)
VAN!Nobel 160 WAVE VIEW Ven 16.0301.121513 CMNs TTopCmp. CMNs Tens. Comp.
Lumbw AdditionalNobs
Vd.SN:138 ERMiM 61112013) Real for wmplele Cranage of rCQ. A-B 5 0 B-C 11 -5
Top chord 2x6 SP 92 Tm..must to in5lalkd as Move wM top cM1wtl up, Maximum Bol CM1ON Farun Per Pry place
BIXs2x 2a45P M2 The overall height of this t. .excluding ovedlatisis CMN. TmaCgm ,
Webs 2x4 SP M3 2-1-12. P
Lumber value Pat'139-uses design values Top Chad owmal,l.l may be laid NmmM. E-D 0 0
approved 10x2013 by ALSC
Plating Nobs Maximum Web Forces Per Ply Qbe)
(")2 all require spetlal positioning.Roper No Wats Tens.Comp.
swlM plate q0l dei for spepal positioning B-E 416 -50D
regbramems.
Plate positions canWe,.0.50 men Cruse perimeter
edge distance.
Pamir.
In feu M smuclural panels w dgal being use pudins
to kleraly brace chums as Mims:
Chad SpacingOnaq Stigh, Endlfl)
TC 24 417 6.03
BC 82 ON 683
A"puriin5 to any plods,above or arm filler
at 24-OC unless shown M ereav a above.
wend
Wind load.bash on MWFRS wM addiumul C&C
member design.
Left end varl tM reposed to rind peawre.
NOTES:
N)
1.ID'nnnMrybrolericem alone immmmlad, PWplona instlu¢Ema epynipanyiry Ni¢lmv beniy,etlWa BC511-03,
awddte used t exvooa�on evm me—enex„m plane dura,mexauon.
Tg 2AptiTede�nWl.a..and—oviend,Iv, .T.mmtmin..gaMaCx�eanDmMFnairee,
N
au¢tms Na.]fie]-alas sown Pax coup,Suva aq2 xWaawre,a 322--aq N. 11 2m
TrueHouse E 86 PSEWPMal pE No 145ay ..adeEAPEX
ed
67377PIY:1 SEDN:1A11IT50IJACK
SELIERS RESIDENCE Oy: t FROM: ORW:
J10 009116.8 lbs I _. S1.7
0.25 0
q 1114X4" B C
TT T 11'8"72
o HB 5' o
iV 0 N
1113X8(••)
4'308 '
8
f 8eB
Leal CriMrb aper) Wind CrKark So.Crdara,(N..M Fall Delt/C91 Crlbris •Maximum Ramc6ons lbs)
TOLL: 2000 Wnd Std: ASCE 7-10 Pg:NA CI:NA CAT:NA PP DMIect on in looU" 1p Lw R )U I Row /Rb I RL /W
TOM 7.00 Speed:130 mph PL NA Ce:NA VERT(Ly'. 01102 B 999 240 E 10M 1797 1592 I- I- /-
BOLL: 000 Endorsee:Opened WMA Cs:NA VERT(Tgc00038 999180 D 11 1- 14 I- 1- /1.5
BCDL: 500 Risk Ontario,11 Snw External NA HORZ(LLI:4000B - - C 19 1735 15&9 l- 15 /15
Des Lot 32M EXP:0 HORJJTLf:0.000B - Wind reactions basMOn MWFRS
NCBCLI'1000' Meorl-kehbt5.006 COMtNisctr8ada Creep Fector't.5 E Min Sol.Widb.Rq- -.
SORE: 300 TOOL:42 pat Bldg Coda: FBC 2014 RES MU TC CSI: 0.747 D Min Br,Widh Req- -
Load Dur :125 BCDL:3.0 par TPI Sad Moi Max Be CSI: 0.006 C Min B,Width Req= -
Spoel240" MWFRS Poll llet Did:O to N2 Rep Factors Used:Yes Max Web CSl:0.500
C&CDW a:].00ft FTIRT'.30(D,V10(0) Mfg Spelfied Camber Maximum TOP Chord Fortes Par Py(ION)
GCp:0IS Plate Typgs): CM1ads Tens.Camp. Chards Ten,COM
Wind Manor:1.60 WAVE VIEW Ver,.16.02.01.1215.13 A-B 5 0 B-C 3& -16
Lumber Additional Nobs
Value SO:1313(EXedived'112013) Neadve,mdion(sl 0-73M MAX.from a wrvwi.d Maximum Bol Chord Forces Par Py,bal
Top chord 21,6 SP M2 bd wu
arequires uort connection.See Maximum Chords Tens Comp.
Bal chard Zar SP 93 Reardon' E-D 0 0
Webs 2x4 SP M3 PmNde for complete drainage N rop1.
Lumber value ed'13U' sea ries,.values Trans must be installed!as Moan with by chord up. Maximum Web Forces Per Py(lbs)
approved Ill W ALSO The overall llaght W this NnW excluding weTrtlg is Webs Tens Comp,
Platin,Notes 2-0-4, B-E
overha be relational 1629-1022
('9 2 petals)require spell p sitiwlirg.Refer to rl m y
scaled plate FAB details for special pormONoll
requirements.
Plde pallimu wonder a 050 inch tmu pmi,Mer
pope dlstanre.
Pudlns
In lieu of Amctucel panda or rigid ceiling use purine
to laterally bare chorda as follows:
CM1ON Sparinghooc) Starlft) pool
TO 24 429 0,71
Be 9 0On 0.71
Apply purine to an,dards aWve or Mow Mkn
at 24'DC unless Movn olherxtse above.
Hangers I Tles
(J)Hanger Snarl Required,by aners
Wind
Wind made based on MWFRS with additional C&C
member design.
Leal and vel Not exposed to no pressure.
News:
/r� uia trb ngl¢co w1n«mau,.mnnall plans d- ln¢wmo.a.®mpa.yvw u.avwaaWrq.lmw.Rcs wa
1// o J aadhmryM-ion mlNNea.marmax plan¢Ou.ng lns,allalbn.
Tv M+TxMdy a.al0 nnamaw nMMJU FMx1 SMu9Y Inc bNCaW m FlmbEry—
R 2uaeieu No.7U7.4745 saMn paM1 Cow,sure w2•Garman,R 32224.sON Ul ON
"E'."
W&GKaxbniti Jfi NoPPmewn Cask R714n Je,No a..VMsa
APEX
TYaueHouse 6 w wet, E No 5&VI PE Na],.5] pE N�ao.a9
1 67377 %Y:1SEON:1)]1d/T36/,I4LN
111 SELLERS RESIDENCE Ory: t FROM: ORW:
J1529.B Ibis / ... OtY2&1]
0.25 v
A B 1113X4" C
T 1794
T �
HBzs^ a
(V W N
1 l 410,
1113X8(") D
p 43^8 2'8"8
Laai CNlsrhe rpm Wier CHLeds Srrww CnkrM(P,Pfin PSFT D SI CMerM A Maximum Ratotlons(Ibs)
TOLL 2000. Whi ASCE7-10 Pg:NA q:NA G1T: lo
PP Deflection in o LJded LIP a lR /U /Rw 11th IFIL IW
TOOL: 7,01 Speea: 130 mph PD.NA Co:M VERT(LL): 0.001 B 999 240
BELL: 0.00 Encases.Gored Lu:NA Ca:NA VERT E 533 /360 /293
(8): 0.0028 999 100 D 73 /- 114 /- /- 11.5
.Cm SAO UP Category 11 Santa Daatlan:NA HORZ(LL):-0.0008 - - C dr /124 1137 /- /) /1.5
DesC 32.00 Mean 11010.000epFact 1.5 - - E in8r,mbaeedon MWFRS
NCBCLL 1.00 TOM: 2p1500fl Sop Cods: CO"1 Creep Factor.10. E Min Bq Width Req= -
SoIM: 2.00 TCOLM2Dsf Tel id Cods: 2011 RES Mea TC CSI: 0.]O D Min Bq WMh Req^ -
Loaan,240:125 BCOL:3.Para TPI Sid:2007 Mani 0.112 C Min Bq WaM1 Req= -
Spadlg:NA• MWF RS Par3ON Oid:Oroh2 Red FTIFaders UmM1 Yea Mm Web C51:0.235 Maximum Top Chi Forces Pere fix
CdC DIG O:0.18 PT/RT:30(OytOlO) Mlg Spectnea Cempa: N( )
GCpi:0.10 PMMTypr(s): CM1ada Tena Comp. Emma Tenx Comp,
Wird Dure0an:160 WAVE VIEW Ver.16.02.01,1215.13 A-B 5 0 B-C 10 -6
Lumber Addidandlimac
Vpue Set:1313(Efledive6fla013) PmaiaelawmpetrNine0edraaf Maximum Bal Chad Famous Per Ply(Ill
Top cri 2x65P M2 Trues must be installed as shown Win top phpm up. Chad. Tena.C.,
Mdiad 2x4 SP The overall height of this muss enduring overhang is E-C, 0 0
Webs 2xd SP AS 2.0.12.
aumberwduesm"1313'uses design values Top Chow ovsrhang(s)may be paid trimmed Meximum Web Fac»Par Ply jib.)
pproared 113012013 by ALSO Webs Tem.Comp,
Pladng Norex B-E 790 -519
(12 plmds)require sped&pceflioning.Refer to
sailed plate plat ddsils for spend positioning
Numar ems.
Plate positions ormader a 0.50 inch truss perimeter
edge distance.
Pumas
In No m loading panels or 09M ceiling use pours
to letemlly Maps dioMa as Idluvs'
Chord Spacinglinoc) Strrgit) Eadi
TO 24 429 271
BC 33 000 2.71
Apply purlins 1.any cboNS eMwe or below filler
m 24.DO unless Nlpwn dberev a aedW.
Hangers l TMs
(J)Hader Suppon Required,by others
Wind
Wird leads based on MWFRS with additional CdC
member design.
Left end waNcal M ppaaea to wind pressuro.
NOTES:
rI.This d—fi:a nm weinetwm.for innsiauon. nnaI..,..waamancomparn,mower dar,mus.fits Tal.
ad as uaea.n a.pwam mum de al �mm^d oleo.ma1g Rnwmnn.
Tg .m
-ow 1 -ar,I.so au.rumaow.a,1.oriaT.m.aapwln..rmd Comaramn RwidaDist—
Buenese W.1.1) 145 Simon Park C.un,SUR 1n2, kkmm+lla FL 51]M-901 BI RW
ME No
KoxMaY' PE No
PE No Muny is alas ERaMeM
APEX
rueHouse PE No eM39 pE Na 5e501 PE No 71"I'd NO BW99
STJT] PIE 1 SEON:1]]1]/TOSIJACK
SELLERS RESIDENCE Oly: 1 FROM: ORW:
J16 Wgl:3D.6IW I .. 012417
0.25 12
v
A B 1113X4"
T 11'9"12
TT IplrtrTj
N GI [V
1 l �10
1113X8(") D
4'8"8
r
4'3"8 4'8"8
Loading Gelman(WWinlcrimria Snow Criterla saxin in MiDaMM criteria ♦Maxi mum Reactlona libel
TOLL 20.00 Willi: ASCE 7-10 Po:NA C:NA CAT: PP Ostu tion in Ira t/de11 LIp tic R 1U fire /Rb /RL IW
TCDL: ]OD Speed 130 mph W:NA Ce:r4A VERTILQ: OMI 8 Me 2M E 513 1335 IPO I- I- I-
BCU.: 0.00 Success Cleared Lmw C. NA VERT(TL): 0002B 999100 D 71 1- 124 I- I- 11.5
fill 5.00 Risk Category:11 S.Ouralion:M HORZOLQ 4LO0o8 - - C 1P 165 150 1- 18 11.5
Dee Ld. 3300 EXP:C HORZ(IL):41.00O B - - Wird mwtiona based on MWFRS
NCBl1D. 0 Mesa HelgM'.'t500R - GadelMlau CrKarie Ereep£etlan l5- E MinBigWidthRegs -
Sold, 2,00 TCDL 4.2 and Bldg Cade:FBC 2010 RES Max TC CSI: D590 D Min Bg Wdm Req= -
Lead Duration 1.25 BCDL:3p psi TPI Std 2007 Mm BC CSI: 0318 C Min B9 Width Req= -
Spacing:24D- MFRS Parallel Dim IV?to h Rep Facture Used Yes Maxwell 0.135 Masimum Top Chord Focus Pm Pyhbg
CBCDiM a:3006 Ili 3DION1g0) Mfg Smoothed Camber, Chords Tens Comp. CIwNa Pero.Camp.
GCp:0.19 Wale Type(s):
Wind Durationa60 WAVE VIEW Ver.16.02.01.1215.13 A-B 5 0 B-C it -5
Lumber Additional Xoles
Value Set:13B 1ERC-0M Si Provide for compleleduinage of rad. Maximum Bol Chord Forces Per Py libel
Top clgrd 2x6 SPM Truss must be installed as shown wim rap ahold up. Chorda TansComp.
Bel chord 2x4 SP d3 The conch hi of Mis imm excluding we Me,is E-D 0 0
Webs 2x4 SP p 2-14.
Lumber value set"138-uses design values Top Chord overhang(s)may m Odd trammed Maximum Web Forces Per Py pba)
approved 1OWO13 by ALSO Webs Tens.Comp.
Plating Nome B-E 453 -490
(")2 plale(s)require spedd p Moning.Rder W
scaled pale plot ddeils for special posseanilg
regMmmgms.
Plate positions camader a 050 inch mare Perimeter
edge distance
Purses
In lieu of structural panels or rigid ceiling use pudim
W laterally brace Uwms as Mims:
CMN Spdng(inm) Slanln) Enall
TO 24 4.29 471
BC 57 0.0 471
Appy pumm to any chords above or Meow tram
al 24-OC unless shown otherwise above.
Hanger l Tota
(J)Hanger Support Regexed,by others
Wind
Wind team based on MWFRS with edddion ll COC
embmessign.
Len end weNEal not exposed W wind preaeure.
NOTES:
/r) 1.rniao-rana—visumaemamemrri.0 �nau
lxon aremnnai xmw—aneanwa
nn9u+. ren-1a.Ino.aeecsllaa
(1a/ modd M used in ccnlurclim wish me arNilNu&pbm J1119lassinan.
Tg2R ,Temmbpy is a ficts—name w war by Jm A,ex Tashi no,Fluids Cagxwer Franca En9lneer
Buys—No.]547 4745 snmn Pair awn,Sea ad2.Jaaeomae,a 3 4-PA 821 foodr�� ME'. G naelowakl J E NO sees Derek B Maury YE No animNend
APEX
J.L ueHouse PE Ib.0d9a9 PE Xo.5B514 PE No.]1I5] PE No.PM99
673nPly.t SEM11-0/T45/EJAC
SELLERS RESIDENCE Dy: 1 FROM: ORW;
J17 Wg1:3T.S lbs / ... 01.17
0.25 v
A BIII3X4 - C
T T A,11-10"4
T H�
c -
ry
1 I 410,
1113%e�") D
I4'3"8 68"8
6'8"8
Leading Cripple span Wmcdame Sime,CXbrksp0.Ff in wH DaIMCSI Cnida •Maxknum Reectlons(IN)
TCLL: 20.00 Wri A$CE7-10 Pg:NA C1:NA CAT:N PPDefiec4on in lw Uda6 LM LwR /U ]Rw IRM1IRL /W
TCDL: 7.00 Speed: 130 mph K.NA Ce:NA VERTILL): 0.001 B 999 240 E 513 /329 12]51- I- l-
BC11 0.00 Endowrs:Gored Lu:NA Ca:NA VERT(TL)' 0.002 B 999 190 D 101 /-
/34 I- I- ILS
BOOL 5.00 Risk Category II Ships Duration:NA HORZ(LLI:-00008 - - C r /63 lag I- /10 /13
Desi L 3200 Map:C HOJRCies,PL)1.5 - - Wind Mjn Big
Width
on MFRS
Side
10.00 Mean Heigh:150011 COM/Ms:COCM1 CmapFpl 10. E Min Big Width Req=
-
SoMI: 200 TCDL:43 oaf Tot t& 2 F' 20H RES Mail 0.591 D Min Big Width Req=
-
Lpad ig24Duration,1.25 ecd.:3.0 pd TPI SN; 2o0T Mm W CSI: 0,418 C Min Bq Wirth Req= -
Spatl�g24.0' MWF RS Panels!Rid:h2gh Rep T:30 NO:Yea Mer Web051:0.12]
CSC Dan a:30O8 PlateT3010M1010) Mfg$peGfieJ Camber: MaximCrops, nTOP
.p. Forces Per PlyTend. 0
GCp:0.19 Plate Type(a): DFaas Tena.Camp. Dhcada Tend. Camp.
Wind Duralion:1.60 WAVE VIEW Ver.1802.01.1215.19 A-8 5 0 B-C 11 -5
Lumbar Wind
Notes
Value Be:12B(EffxctW6/lQDi Perritle for wmplde drainage d mod. Maximum Bad CWd Fomes Par Py(lbe)
Top chpM b6$Pa2 Times mud be installed as shown with top chord up. Choice Tens.Comp.
Bot Mord as SP 42 The ousnal height of this Wa excluding onexhan E-D D 0
Webs 2x4 SP 43 2-1-12. 9 is
Lumber vdus ad-13B-uses design values Top CMN ovemani may be fend trimmed. Maximum Web Former Per Ply(It
approve0l/HN20t 3 by ALEC
Waxes Tma.comp.
PM9ng Ndn B-E 4Z] -510
1--)2 plde(s)timers specid positioning.Referto
scale plate 00 ddails for special posieonird
rsgdrehams.
Plot.1.11ons wndcer a 0 50 iwn buae panmdr,
sage distance.
Parona
In lieu of druamd panda or rigid pilin,use pumns
W laterally Gas Mpka as ldlpap;
Chard S,Mp inw) Stanl6) Eud(6)
TC 24 4.29 6,71
Sc 81 0.00 9.71
Apply pu Nps to my clvNs above or balmy fillers
an 24"OC unless Moen otherwise above.
Nangere I Ties
(J)Harder Support Req unix.by others
WIid
Wind Inside beats on MWFRS Win additional C&C
nemM design.
Leh end yeacal nor exposed to wind prearure.
NOTES:
r 1 TNsdremmnndsoffitIx fixopemon nedemn�nswam.a�mpmbM ui.wss a- mwnecswa,
snows ce oath b�ianmm�..rn ma aadwomi pians spare eddxxpoo�.
Tg P" l mpryisa mI..name Daman ey I soap Trhneon,pan.N.copwaeon Honda en9ioar
a,aness No 7U7 4745 Satwn 11 Coon.Saes 4th.Jaiuk.—I.11 IN.-.spit tom
�a ,a No GKaLw:sY PE
Mai trek 671 r7 JPIE No b use
E amend APEX
TrueHouse PEW BN]8 pE NO S451< PE No 71a5] PE Na.BJ4W
67377 %T1 SEON,IM3 I T841 JACK
SELLERS RESIDENCE Oy: t FROM: DRI:
J18 WgL 16.8lbs 1 ... 01W17
0.25 0
c
B 1114X5"
T Tiq'8"13
Ao
h LHB S"
0 do b
fV N
1 i
113
1X8(") 410
4V4 '
r 9"88
Lsradin9 CrbNa man NdCrbda Snow Clients PSFI DBIRCM Creed. A Maximum Raacuons(bill
TCLL: 2000 WZ Sk1 ASCE 7-10 Pg:NA Cb NA CAT:NA PP Deduction in Ioc Uddn LIN Led R IU I Rw I Rh I RL IW
TCDL: T00 Speed: 130 mph K NA Ce'.NA VERT(LL: 0002 B 999 240 E 1086 1815 1627 1. 1- 1-
BCI--: 0.03 Endosum:Gloved Lu:NA Cs:NA VERT(TL): 0.004 B 9911 180 D 11 1- 14 I- I- 11.5
BCDL 500 Riab Cdegory:Il Sam Duration:NA HORZ(LL):a.000 B - - C 19 1707 IBM 1- IB 11.5
Oa W: 3200 EXP:C HORZ(TL):0.000 B - - Wind reac0ons bests on MWFRS
NCBCL-T00C- MemiMu9M:1505fl.-. CaMlMisc Cdbda Cmep£ador1,6.. E. WnBm Ww Req=-
Bond: 2.03 TCDL:4.2 pd Bldg Code: FBC 2014 RES Max TCC51: 0.803 D Min Bq Wdb Req= -
I- ad DaeGm:1.25 BCDL 3.0 i d TPI SIG 2007 Maw BC CSI: 0008 C Min Bq WdthReq= -
Sprint,240- MWFRS Pareld Did:0 to N2 Rep Fadars Jew Yea Max Web CSI:0.530 LM1ord Forces Per Ptypbs)
CBC Dae 11 a:300FT1RT:30(0N10(0) Mfg Spooled CamMaximum Top
bor Chards Te op Camp. Chaeta Tem.Comp.
GCs:0,18 Read Type(s):
WM Comon 1.60 WAVE VIEW Ver.16.02.01.1215.13 A-B 5 0 B-C M -17
Lumbar Additional Nen um Bot Chord Value Sea:1381EMedNe 6r112013) Negaliwrearfiams)d-707# Maximrd Forts Per Pty pts)
MAX.homerlorvwiM Must. Tens.Comr
Tap choN 2x6 SP M2 lead case Neiman,ugift connedion.Sao Maximum
Chordsp.
Ed dhord'A4 SP 93 Readmna' E 0 0
Wens 205P 0 Pravda Mmngde drainage a ra/
Lumbervalueed"13B'usexdU1nyalues Tress mud be installed as shown with lop chard up. Maximum Web Foran Par Ptypbal
approved 1130IN13 by AL5C The overall begin of has tmse exdunim overhang is Webs TenaCom,
Pleprg Nan 2-65, B-E PBJ-I=
(^I2 plates)require speeial posturing,Ruder to Tap Ch>d owfloo,$)may be Geld trammed.
scaled pies pa admix for sp Bial poshmm,
requirements.
Plate positiom mneder a 050 inch wes perimeter
Mge d'ratance.
Pudlm
In lieu of 5lru Lmdl panes or rigid can irrg use purlins
to laterally mace chards as tedious:
Chord Spadnglin oc) Starl(X) Eret)
TC 24 4." 071
BC 6 0 00 0.71
Apply midins to any dnrds ebwe or InAm 6dem
at 2V OC trues..noun aherei5e aroye.
Haugen I Vag
(J)Hanger 6uppbd Required,by others
Wind
Wind toads based on MWFRS WN additional C&C
merobr design.
Leff any vertical Net expomd to wind pressure.
NOTES:
�r` 1mex rre1:nw wlee.m awn.as,"uuem. aaeannal ln✓ew,vdrme�9ma d.s wss drawLqiww.Bcsl la3
\\r Mwa be used bco unaon Mh u..*n�renwa slam dwwe ln.urbe-.
Tg MaT Cmw%sa dews rem.wre dYJ Pox lx tlWylrc Flwp.L d ion RmmB111—
a nese lb.1517-4745 suam Pu,Cwn,sure 42.Jes.-.IL 1111 . M fol Ude
Tru House NES yad—o one �°� x�a::,;a ll,ER—nd APEX
673T] WZ SEON:1]]26/T41/JACK
SELLERS RESIDENCE Dy: 1 FROM: ORW:
Jig WgL 23.&IDs / ... 01/2&17
0.25 12
A B 1113X4(—) D
TTT ei 11'9"4
N I N
lV H
1 E 1 410'
III3X6(a') D
4'S"4 2'6"12
2'6"12
Wading Criteria@ap Win&CrlNda Swan CMxla Nothat DaNCSI Criteria Alternate.Rea[UOm(Ii
TCLL: 2000. Wnd51d ASCE7-10 PB:NA CL NA CAT:Nx PP OMepion in ICC Ui t/A Loc R /U IRw IRB IRL /W
TCOL: 700 Speed: IN mph Pf:NA Ce:NA VERT(Lq'. OWL B 999 240 E 562 1405 1311 /- /- 1-
BClJ- 000 Enmowre'.United Lu:NA G:NA VERT(TL): 0.002 B 999 160 D 38 J.
113 /- /- 115
Bi e 500 Rink Category 11 S.Due9an:N4 HORZ(Lq:0..0008 - - C 69 1154 115& /- /] H.5
GeLot: 3200 Eye mearC HORZ(Te 0.0.58 - - Windre BigWnasetldoMWFRS
NCft: 2DO Meen H,2 pa 15.0Ofl CogUde: BC=1Criberia Creep CSI. LS E Min Bq Width Req=
-
WgJ 2.00 TCU:4.2 psf TPI CM2:FBC 2010 RES Mar TC CSI: 0803 D Min Bq Width Req= -
LwdD:24.0 .25 BCDLMWFRS Para TPI SW:203] Me Web CI: 0.099 C Min Big Width Ron
= -
SpednB:24.0' MWFRS Par311HDisCOro N2 Rep FamOOUsed Yes Mfg Wan ng Gave51
300ft PlateT30(OpID(0) MryS etl Gmbec Maximum
Top Chord FOmM Per PrysC
GCPi:O.t3 Plata Ti CMNe Tene Came- CMNe Tena. Camp.
Wind Duration 1,60 WAVE VIEW Van 160201.1215.13 A-B 5 0 B-C 19 -6
Lumber AdtlNonal Notes
Value Set:139 Effecies WVNI 3) Pmddefor,damprandrainpedre0f. Maaimmn Bot Chord Force.Per Py(Ina)
Tap GOM 2,6 SP p2 Truss must beinYalbd a a slpwn eft top tlimd up. CMNe Tem Comp.
Bot Blom 2x4 SP A3 The overall hdght of this tmss ertlutling n+edWng is E-D 0 0
Webs 2x4 SP#3 2-0-12,
Lumber value ad'13U uses design values Tap CMN overb retied may be Oda Vimm M. Maximum Web Farces Per Ply obs)
appribi 1,i M ALSO Webs Tens Comp,
Plating Notes B-E goal -519
(")2 Plate(.)requiresµnd ponmCring.Re nt.
SaIW plate plot Mala for special preparing
regmreme ts.
Plate paeitiena crosdera 0.50 inch tress perimeter
edge aslanN.
Pudin.
In lieu of slrudural panda or rigid calling use pumps
so li temW brace chords as follove,
Chord Sperm in Oc) Slarli Entl(fl)
TC 24 4" 256
BC 31 0.00 2.56
Apply buMna to any chards above or belwv filbn
at 24"OC unless shown mhennea above.
Hangers l Ties
(J)Manger Support Required,by odlem
Wind
Wind loads based on MWFRS Win additional C&C
scan,design.
LM add terminal not expxt to wiM pressure.
NOTES:
r I.1Na trmMp..mdmmelwwMmpellnam. Pbdrxul'rb—ubaa[cmnpx,Nbimdd M1cnr —,.8451103.
M1wp M unO M rcMuitlbn epi IM1e aMlkpwa phos du'h0'mNAlam.
TH ,.bmTed, aaanderdname-1. 1J..eoe.Tem let .NaNaCamamdanFON.Fn,.—
eaa..No.]sal.47459m4n Pan cow.Sea am.J-111,. L32224-redNI abse
In,.—
Men"No GKa]waY .PENo PNne.cn Parekh a4eT JK NobaERONaM
APEX
rueHouse PEW eW3B PE No.S&51a No]H5] PE I{Wa89 j
67377 PIp1 SEDN:17729IT37/JACK
SELLERS RESIDENCE City. 1 FROM: DRW'.
J20 Wal,So sift I ... 011=17
0.25 12
A B 1113X:4
T "i2
T
P
o HB 4'3"4
IN q (V
1113E x8(") 0
y4'5.4 1 12
4Z6
Loading CrderM bell Wind
Criteria Singer CHWte(N.Min P9F) Dal Calms A Maximum Reaction.lfba)
TCLL: 20.00 Wieland'. ASCE7-10 Pg:a14 CLNA C,%T:NA PP Collection in toc Udell L/& Loo /U 11hw IRh IRL IW
TCOL'. 7.00 Speed: 130 mph Fol:NA Ce:NA VERT(LL): 0.001 B 999 240 E 529 1309 12W /- I- I-
BCLL: ODD Endodum:Closed Lu:NA Ca:NA VERTQL): 0002B 999 lac, D 68 1- 123 /- I- 116
BCDL: 500 Ries Category:Il S.Dual NA HORZ(Lq 0NoB - - C 123 /70 /68 /- /8 11.5
Des Ld: 32.00 UP It HORZ(TL):-0.0008 - - Wife reecSona nese .on FRS
Ni 10.00 Mean llepld:'i5U0ft- GddeiMtecfHbds Glaep£acler-l3- E Mho Bog WldthRrx,=
SORT: 200 TCOL:4.2 oaf Bldg Code: FBC M14 RES Mas TC CSI: 0.631 D Man Bm Width Req= -
LoadDura4on:1.25 BCDL:30 RefTPI Sad:2007 Mn BCCSI: 0326 C Min Brg Width Req= -
Exxon,240MWFRS Parellel Did W 0 h Rsp Factors USM:You Mai Wee CSI:0.140 Maximum Top Lhdra Fomes Per Ply(be)
C&C Diel a.300X FTIRT:30(0)11 D(0) Mfg Sprint Camber Maxima TTopGmp. CMtde Tons Corm.
GCpi:0.i8 Plate Type(sT.
Wind Canada,160 WAVE VIEW Va.15.02.01,1215.13 A-B 5 0 B-C 11 -5
Lumber Additional Nobs
Val Set:10 Efferadoes W112013) Postal for complete dreanage of md. Maximum Bot Chord Forces Pas Ply fibs)
Top Mme 2x6 SP d2 Trade in=he installed as sndan vain top Word up. CWrds Tems Coma.
BMtlwrd2x4SPiq The onrell height of this buss excluding dvemang is E-D 0 0
Webs,2x4 SP 0 2-14.
Lumber value an1136"uses dere,values Top Clard wasmang(s)may be paid mammon Maximum Web Forces Pur Ply fibs)
approval 11302013 by ALSC Webs Tens.Comp.
Plating Nota B-E 470 -`AB
(")2 Ardels)moors special positioning.Refer to
scaled plain plod crisis for special povM1milq
mquarement,
Plate Farman consider a 050 inch moss penmeler
edge tiarmax,
Pon.
In lieu 0 slrucbM panels or nod pealing use nadirs
to laterally brex GwrdS as Bugloss
Chord Spaang(hn or) Slad(fl) Endl
TC 24 4.44 0.56
BC 55 000 4%
Apply purrs to any Mohs above or below Ohre
at 2e OC unless snub commands Mos e.
Hangers/]lea
(J)Hanger Suppon Required,by others
Wind
Wind Ideal based on MWFRS aitn additional C&C
ember design.
Left eM vMital.exposed to sinal postpone.
NOTES:
p1.i11ir am LL not wMuenl stere brinsmla4on clooll-tvlima—WMin9lrla emu 4nvNq,I1 BC511 4
3,
mWd Mum4lnewymdwnwnd Ne¢rtlrvlevYUN plane duevq lnPallel'an. _�A`
2M.Te4r000d,a a..-1.In,Ju Pawl Timm Inc.Rolle Conon rFlV.Enlreer
B—ess No 7547-470 SuMn Par Coat suN 402 A[Fwnxra.R st-st all Who
APEX
TrueHouse Ydu"C'Y.axlowsk J.,PPma— B'eaBMune, "aaMY"E Rosalind
PE No.ODBM PE No&I PE No.71,157 BE.9W89
67377 PIT SEON:11001 I T19 I MOND
SELIERS RESIDENCE Dly. 1 FROM: OPW'
J21 Wilt 16.1 Ibe I ... (11.6117
0.25 12
AIN
r�
IA3X4'• 1113X4" B
T T
Li LA-J
N
IN p
lV
1 J+22a12
1113X4(") 1113X4('7
2.1a
21a�
Loading Creed,(tem Wheel Credits Snoa Creases(l in no DaNCSI Crumble •Maximum Reactions 1111m)TCLL 20.00 Wind Six: ASCE7.10 Pg:NA Cr.NA CATNA PteDeewtlpn in lauded 1/6 We /U IRw /Rh /RL /W
TCDL: 190 Speed:130 mph ph NA Ce:NA VERT(Lq;-0,0008 We 240 D 725 /342 I- I- l- 16.0
BCLL; 0.00 Endows:Closed L. NA Cs:NA VERT(R): 0.001)B Me 180 C 384 /104 /- /- /- /-
BCDL 5.00 Rxk Caleilory 11 Sww Duston:NA HOPZ(LL): 0002A - - Wind reerrons based on MWFRS
Des LQ 3300 EXP;C HORZf y 0.004 A - - D Min BM Widm Req= 15
NCBCLL:1000 Mean Hught:24.0ft CwMIMIso Cdlarb Clear Fader 1.5 C Man Big Width Req= -
SOMt 2,00 TCM:42 ps Bldg Cods. FBC 2014 RES Max TC CSI: 0125 Bmdng D is a rigid sumece.
Low Duration:125 BCDL:3,0 psf TPI Std:201)7 Mm BCCSI: 0.656
Sunni,249^ MWFRS Parallel Dust O ro N2 Rep Faeroes Used:Yes Mm Web CSI:0.812 Maximum Top Chord Forties Per Py pbst
C&C OW a:1000 FTIRT:30(OU10(0) Mfg Specified Camber. CMM• Tam Camp.
COPi O10 Plane Tyol A-B 6 -11
Wind Dutmiw;1.60 WAVE VIEW Ver.18.02.01.1215.13
Lumber Manges I Toes Maximum Bm Cbord Forces Per Py(lbs)
Vague Set:13B(EResise 6/1(ID13) (J)Hurl Supped Requlre],by MMrs Chards Tens Comp.
Tap choul 2x4 SP e2 Wand D-C 9 -5
BMdorbassPp2
Webs 2x4 SP lea Wind ba ds and motions bezel on MWFRS. Maximum Web Forces Per Ply jibs)
Lumber value my'138-uses design values EM verticals twl mpoeed to were preswrs, Webs TensCon, Webs Tens. Comp.
spiel 113712013 by ALSC
Additional Nobs A 55 -76 B-C 56 -77
Bmcing Lues mus be restated as shown with top ceord up
Fasten rated sheathing to ane face M this bang!. TM..me hagM of her Wsa reduds,overhang is
Special L.A. 20-12.
--(Wmbm Dur Fac=t 251 Plate Dur Fac=1.25)
TC-Fmm s4 Mla1 OOOto 5411(•1 2.83
BC-From Iltufat O.Wb 100M 283
BC- 926 m Cone.Load x1090
Plain,Note.
M 4 plunge)sal spedtl pwitioreW,Pelee to
soled pias Abs details for spedtl pearrou ng
requrementa.
Plate portions..der a 050 inch mg,pmimetee
ax,detaee.
Purling
In Iles of gestural Panels or igid ceiling use grin
to Intent,bare chores as f blower
Chid Sparci nae) Stan(fl) Endl
TC 24 0.00 2.83
SC 34 000 283
Apply pW ran,to any cMms ebowa Gmlcw fillers
et 24"OC roles groan mheaiee above.
NOTES:
r 1.
The drvnpienm s�bam.iww mrmamleaon. AaNawl b.wraw.aivnwm'i�p meww dr.4n9,imw.6csilm,
Nw1dNes EF¢niunMn-ymaaNvlWwNgamdAiphe ,.l
TgFaeahgh lb.ficA.nem.0 ngby,xAg1ede ,n...wxwCVWaaUart RovI.EnGnwe
11 2utircee No.75,1.alas kner.1 Cnun,sees aim.I.-aFr IMs-wa.azl...
/F� p/� APEX
11AeHOUse PEM.6W39 aa1 PE N,5e5aa PE No 71457 , 3PPEE NO some
673PPlyi SEON:17732/1531 JACK
SELLERS RESIDENCE Dy. 1 FROM: DRW:
J22 W9L 37 B.s I .. 01/26/1]
0.25 12
v
A B 113M-1
C
�1t'70"4
T Tr
HB 8'3"4 0
[V
if diceM
4 } 616"12
,5„4 _
66"12
Lwtllrg CMerY lop Wlnd Cribra Snow Craapa(sam in P6H DeWCSI Criteria ♦Maximum Rextlons(We)
TCLL: 20.00 Wind Sid ASCE7-10 Pg:NA Ct NA CAT No PP Defection In lou Load LM Loc R 11.1 IRw /RN IRL /W
TCDL: 7.00 Speed 130mp1 PL NA Ce:NA VERT(LI-) 0.001 B 999 240 E 554 /340 /282 /- /- /-
BCIL: 0011 EMosera:Closed Lu:NA Cs:NA VERT(TQ: 0.0028 999 16D D 90 1- 133 1- I- /1.5
BCDL: 5.00 Risk Category 11 Sme Duration:N, HORZILq:-0.0008 - - C 177 IN 137 1- 110 11.5
Des Ld: 3200 EXP:C HORZ(TL):-0000 B - WiM measure based on Mr/i
NCEIIOW, M.Haiwif00n-. . Code FMhcCMaHe- Cmepfecld:'1:5, -E. MiuBrg Width Reg_ _
Start 2.00 TCDL:42 Pd Bldg Code:FBC 2014 RES Max TCCSI: 0.631 D Min Bq W..Reg= -
Lead Outsmart 1.25 BCDL:3.0 ON TPI SW: 2907 Max BC CSI: 0.399 C Min Bm Widtn Reg= -
Spatiy:240" MFRS Family!Dm:W W h Rep Fadom Used Yes Ma Web CSI:0.131
CBC DA a:600 n FTIRT:30(Op10(0) Mfg Speed Campeau Maximum Top Chard Forces Per Py(Ibs)
OCp:Ode Plate Type(s): Camels TermCurep, Clever Time Comp.
W9M Duration:1.50 WAVE VIEWVec 16.D2.011215.13 A-B 5 0 B-C 11 -6
Lumber AddMmsl Notes
Value Set 13B(Egediw 6/44013) Presse fw canpcte tlreinagedma. Maximum Bot CbmJ Forces Per Ply libel
TOP chord 2x6 SP p2 Trussmust beinstalled mmavn wise top drool up. Chords TeroComp.
But dlord 2x4 SP#2 The overall harghl of this turns excluding Overhang is E-D 0 0
Wells 2x4 SP d3 2-1-12.
Lumbarvaluesad-1313"usesdinagnvalues Top CMM demands)may M field trimmed. Maximum Web Forces Per Py jibs)
apposed 113012013 W ALSC Webs T..Com,.
Plating Notes B-E 441 -522
('-)2 Flares)require speptl positioning.Rehr to
staled pate Not details for specitl Wegoniny
requirements.
Plate Iwvt'lols CMsidera 0 50 InM ala penmeiet
edge dem.
F®rm.
In lieu of structural pmels or rigid sailing use pudns
.laterally bran imortls as fol.wa'.
CMN Specitg(n Oc) SieNfl) EtM(e)
TC 24 A" 656
BC 79 0.00 6%
Appy pudim to any Geral aMve w bylaw fifers
at 24"OC unless shorn dMrwise above.
Hangers 1 To.
(J)Hinge,Support Requ and.4 others
Wind
Wind!loads Maud OO MWFRS WON addfiontl CBC
emberaesign.
Len and v w®I not exposed.wind presaum.
NOTES: -- �
r awdidamdled ounimmun irimarnnalaacn. arsidenolimwdm.a�aymYird mawss aaw�g.mows 6csllm.
NaYaee uMnmlHrclim MNlM1e artAilttNra pla�¢aunn9 inWlafm.
Tgi 3Pyex TeTrMryY asame.atome wmW 11.Pyex 1.rd,Ny uric FLwa CVssur. bM Enpmi
N,Nm¢¢M.iw-4ra5swm Pancow.ii,n x.Jaoxmaiii,aMN-NUWI nm
MmaIG nO—N PENN P Pmewn MekB Nuny Jammire6RMentl
APEX
TrueHouse PE Ho.WA9 PE No 5L41 PE Na 71457 PE No aAW
67377 Flyt SEON:1]016/T24l SPEC
SELLERS RESIDENCE I:1 FROM: DRW:
W
TOL g1190.1N
1I _. 01n6117
6'tf1'1 10W302' 28x0 331'0
s•1o•v F rru -� re 1 erre 810'
0.25 12
p B_ COW TJ Da TJ E.a mF
..G x
_ M B2 L K J 0
M3%01") exlq, =/%10 =H0lo(., a.,. p3X&"1
'14s' � U', F
Lowiillg CrlterM 1pert What Disends S11ea Cl lW,Prin PSFI OWO CriteriaA Maintains Reasonable rebs)
TCLL: 2060 Windtad ASCE 7-10 Pg:NA Cb NA CAT:NA PP 0.-Vachon In lac Well Ll6 Lac R I U I Rw /Rtl I RL 1W
TOOL: ZOD Shared lb mph K.NA Ce:NA VERT(LL); 0.520 D ]G 397 N 1317 1713 /573 /- /0 /80
BCLL: 0.00 Enclosure:Closed Lu:NA Cr NA VERT(IL): 0.08D IO2 3W D 1317 /730 /573 /-
60
BCDL; lyph Risk Cale,o1Y 11 Smit Duration:NA HORZ(TLy 0.0551 - IN read,Widther, MWFRS
NC Ld: 32.00 EXP MandC HOap Fax 0.1051 - N Min Bq Width Req= 1.5
Says : 2 N M UL:42 p:24.1]p Cid,Coc ec CdbHe Cheap CSI t$ O Min BM 0 ar Req= 1.5
SMd; 2.13p TCOL:S 2 per TIN CDtle: 7 2010 RES Max TO OSI: OA6g Bearings N 80 are a dBitl soda..
Loetl Dure4 0 1.35 BCDL;3.0 rest TPI$Id:orW Mm BC CSI: 0.991
SparLIB:20.0MWFRS Prealled
31 Diel:N2UM1 RePFedan tLaed;Yea Mm WetC Cannot Maximum Top Chard Forces Per Ply
s.0 C6C DO e:3,31 ft FTIRT:3IXOV1IX0) M19 Speed Cembec CMrda TmsComp, CMUa Tens.Comp,
Scipi 0.10 PNU TSds): A-B 5 0 E 2161 -4362
Wind Duration 160 WAV ,HS VIEW Van 1602,01.1215.13 B-C 1Sp5-3209 F-G 1515 -3236
Lumbar Deflaclbn C-D 2106-4015 G-H 5 0
Was SM:13B(Effective 6l1n013) Max JT VERT DEFL:LL:(L5r DL:0A9'.Sae deal D-E 2185-4415
Top and'o"SP SS Den.T2 T32"SP M-31; DEFLCAMB1014 far amberremmmandandons.
putctord 2x4 SP SS'.822.SP M-31; Provide for edequale dreina,e of mot McNmum Bot Chord Farces Per Ply ibe)
Webs 2x0 SP 0 W2,W10 20 SP Y2: CMme Tena.Com, CMNs Tem. Comp.
Additional Nobs
Lumbervalue1/ Q20d B"u.etlesgn values Provide for tom IMe damn N-M 21 -3 K-1 3232 -1500
approved l/3W2013 by ALBC P 9eWmW. M-L 32a1-140/ J-1 Z! -5
gratin, 213 1lvarall M1dgM1l of this bxtl
buss eutling overM1alg is L-K 0.101 -2152
(a)Caron0ous lateral restairy equally spaced on Top Chad ovedumgis)may be field bmmed. Mazlmuns Web Fes Per Pty(Ibs)
renter' Webs Tena.Comp. Webs Tri Camp.
Fears Nobs B-H =-1261 E-K 321 -475
C-)Bassets)squire stmays paartabing.Refer to B-M 3351 -1540 K-F 1355 -]3]
sled plate are dela.roe special portioning C-M 4B -]OS F-J Wt -]1]
requirements. C-L 1251 -802 J-G 3284 -1545
PIMelosblwls console a 0.50 man W.perinlMa L-D M -212 G-1 753 -1219
edge distan.. L-E 512 -459
Purlins
In fireel of sedhind Panels or rigs,coin,use uri s
10 lateral,bac Ucds as Mi.
Chad Spedn9(in cc) South) EM(p)
TC 24 417 37.29
BC 72 0.00 33.13
Apply purirse to any alvrds above or ttlaw fillers
at 2P OC unless spawn osterwi.above.
Wind
Wind 1o31a taxed on MWFRS vilb additional CBC
member de&gn.
End seNcels not expcetl is send pressure,
NOTES:
N)
1.Tela orsmrp is mlaulfiaml ave M'..No.. PMs.ral lnabucums aysmpanyug Wit Wumm�ry,INWe BC511AJ,
Nc-tla b ueM ina nryvbm ear tmav sdarL(one ounnq lmtalla4on.
TH me Td M uses danwe ossa E JU ssT. w gvl .F M.Lapn Iles=Engineer
aFe� rumors--1-7-alas Su.1.conn solos aM,JVMaomllle fl a]]za-As exs. ��
Tru HOUSQ EF No 609]9 owed PENOP56614 PE No)k1,5] PE NoY Saba A
673x7 Ply1 SEON;98191 T14 l SPEC
SELLERS RESIDENCE Cry: 1FROM: ORW:
T02 WgF 16631bn I ... O1..17
rv13 � 14'4-e F zavre � z4'z' I- 3v
' rat3 sr'n sa• 4'ra e'tv
025 1122
A
n3K – B Tt aH051 G E.D__ xs F1'� TSG _ IN
N� �IIP12
xaxpin x3%4L �M12("I m91191�1 113XM")
'�—x108 2519
rta8 8a' 9T12 @11"12 P2,
I-436—{ rtva + t4.49 i 24'0.4 + 33
Loading Crxarla man Wind Criteria So.CMaM posin.PSF) DwRKSI Coined. ♦Maximum Reaatlona(IM)
TCLL 20.00 W nd Std: ASCE 7-10 Pg:NA Ct NA CAT:NA PP DeflaYm in be UtleO 1.I6 Loc R I U I Rw I Rb I RL IW
TCDL: TOO Speed: 130 mph Pf NA Ce:NA VERT(Lq: 0,281 E NO 301 M 543 1416 1274 /- I7 l-
BCU BOO EMaurs:Closed Lu:NA Ca:NA VERT(TL): 0.551 E 517 301 L 11M 140 14321- - /60
BCDL SAO RiskCagmyat Smw DmaMn:NA HORNLQ:0.04x0 - - N 1051 /619 14701- I- 160
Des LIF 32.00 E%P:C HORZ(M):0.078 C - - Wild reecxms based On MWFRS
NCBCLL'10.00-.. A1eamHeigW. 4'IT.x- .. . Getla11M5C C.MN 'Cnmpfedw'T.5- M MlnBrpWdmRosa.-
Sof@ 2.00 TCDL:42W Bldg Code: FBC2014RES Ms[TCCS1: 0.710 L Min B,WMh Req= 15
Leal DumOw:1.25 BCDL:3.0 psi TPI Bob M07 Mar BC 051: 0976 N Min Big WdhRa= t5
Spring 240" MWFRS Parallel Dist:W In h Rep Fedora Umbe Tea MV Web CSI:0.960 Sessions L B N are a 6gld sodium.
CSC Died a:330It FTIRTAO(O,V10(0) Mfg Sbeffie]Combe, Maximum Top CM1wd Forces Per Py(IM)
GCp:0.18 Plate Type(s): Choose Tena Comp. CMN. Tens, Comp.
WIMOunabon;1.60 WAVE.HS VI EW Vx 16.02,01.1215.13
Lumber Wind A-B 50 E-F 1221 -2510
Value Be:13B(E6maia 61112013) Wind loWa based an MWFRS with sdtlxond CBC B-C A -10 F- Z -2542
Tap chord 2x4 SP x2T1.TS N6 SP 02: mnmbwdesign. CD-E 963 1063
D 963-1055 G-H i5 5 0
BM Nord 2x4 SP x2 End Vedcels nw exposed to wind praasure.
Webs 2x4 SP x3 Maximum Bal Chord Faroe Per Py(ling
Lumber vaus ast"13B"uses cosign Values DeBation CMrdB Tere.Comp. Chords Tens. Comp.
appowM 113=013 by ALSC Marc JT VERT DEFL t1:ON DL:0.37.Sea detail
DEFLCAM81014fw M-L N -26 K-J 2552 -1307
Bracing Preside for ndauetn drainage of muf, L-K 0 -102 J-1 Qa -9
(a Continuous lateral restraint equal,spaced an AddlMnai Nobs
member. Maximum Web Foca Par Py(Ies)
Provide for complete drainage M mof Webs Tens Camp. WeM Tau, Camp.
Pop,Notes The Bwmll heght Nflimbuss exducin,averrom,is
P-19 Wank)mtuxe.paael positioning.Referto 2-111. B-M 440 -512 E-J 192 -141
xaled plan plot details for 5pedal rommoning Tap Chord overhang(s)may be field named C-L 550-1030 J-F 223 -331
requirements. C-K M1 -1051 J-G 2531 -1241
PlWewsdionsca Ws 2D5DincJt pMi er D-KAO -243 G-1 639 -1009
edge domV,x, K-E 427 -609
Pump
In lieu W str dural panels or rigid roiling use purlins
to laemlly hums Noose as fdows
Chord SNox,g(in aW Snert(ft) Ead(R)
TC 24 429 37.9
DC 72 000 3300
Apply p.m-W any dards above or below fillers
al 2N'OC ual...shorn otherwise mama.
Hampers I T»:
(J)Hanger Support Required,by 0xurs
NOTES:
r I.Tho 6meo is no amlfiaenl al one lw,Warm. NWtimal'nNucOma xmmpndm Nia muv Jm+y,IMWe 9C511Qi.
uu4'n anNrKtion da Ne ardiaedvai pam einno'ns W le W n.
THi T.�wMp ,.fim ,.nam. m re mm Fhhd.Gombersn MrxWEngmer �►�
la—ass No Ten.a7455mmn wn cow..1.4p2.b] oil..FL 3x224..04 Ml sox
APEX
MxbeM G exas-1, Jeffrey Pgme.m De.,B Money b[9uena E RVMend
TrueHouse PE fb shom PE Nm 58544 PE No 71457 PEtb.804.
573" Ply,t SEON:1)0221T15/SPEC
SELLERS RESIDENCE Oq: t FROM: DRW:
T03 WB1:190AIbe l ._ 01/26117
71713 13S ts9' 268 2 29Y4 �,
I rets � sa�-a rift I 4•I•a I rvs + as'11
025 1v
/5x5179 15X51^1 115X71'9
F B T1 =11M1 C D E F. r' He T5
_4x4 J T
nal rhI
1" �23p,2
13YP.B^9 .axe anust('9 .348 .5x51'9 84x61')
f—rive } 2srs
epb 6.4ba^4 3112 15 e�1
73
I--41s I eeb + u� � 1174 I n'2se�3 33
Lw®rq CM ps, Wlntl CrlNtla S.CrMMls(N.R In PSF) DYNCSI erasure •Maximum Reacllens(lbs)
TCLL MAO Wnd Sid ASCE7-10 Pg:NA CI:W CAT:NA PP Del roxxon in bet/eel IK We R 1U I Rw /Rh I RL 1W
TOOL: 7.00 Speed 130 mph PoNA Ce:NA VERT(LL)'. 0201 G 999 299 P 545 /419 /176 /- /7 1,
W1.1- OoD Errloame Closed WMA Ca:NA VERT(TU: 0.394 G 791 299 0 1133 /399 /432 I-
- /50
D.
5.,0 Risk Caegdyal Snaw Dvetld[NA HORZ(LL):H046K - - R dma /625 /466 /- I- IB.0
Dm CL 3200 EXP:C HOep Fred :1.5K - - P hre 8, othRWanOn MWFRS
SCROLL:1000 MeanN.2 pall .t6fl Come I Mg
BC20cidarri1 Creep CSS 10, P Min Br,Widm R,= 1
Suffit 200 TCTJL:3A psi BMs Oatle: 7 2014 RES Ma TC CSI: 0.715 O Min Br,Wdb Rey= 1.5
Lend Duo0.0- MFRS 0 u TPI Std:200) Max Be CSI: 0.663 R Min Bq Wath Ray= 15
sur
MFRS Pa2Ad Did:N2 b M1 Re F.4on Used:Yes Mm Web CSI:0.5)5 Bea^^ge 0 e R are a nlTtl sudem.
Standing:24.0" p
CBC Dist a: 0,08 PTJRT ypturk IXq Mfg Spetlfied Causer, Maximum Top CbOrd Forces Par Ply(flue)
GCpi:0.16 Plate Type(s):
WInOOumtion:1.60 WAVE,HS VI EW Ver 16,0201.1215.13 Clgrtls Terv.Comp. DMrdH Tend, Comp.
Lumber Wind A-B s 0 F-G 1175 -2J91
B-C 27 -19 G-H 991 -2135
Vaue Set:13B IEgedun W12013) Wind loedobasetlm MWFRB seen edd18are1 C8C C-D b1 -47 H-1 2 -16
Top Nord 2,4 SP#2 TI,T62e6 Se 82: member daMgn' D-E 938-1)12 I-J 5 0
Bid dbortl 2x4 SP A2 End sertluN ml exposed to vArrd pressure, E 1286-21W
Webs 2x4 SP 0
Lumbervolue sa 93B'uses dedgn values Woo0o^ Maximum Bol LhpM Forces Per Ply libel
approved laN2013 b/ALSC Max JT VERT DEFL:LL:0.20'DL:0.22',Su detail Chords Bu Comp. ..P Ten.Camp.
DEFLCAMS1014 for umber rewmmeMetiona.
Bracing provide feradequae drainage d roof P.O M -0 M-L 2524 1312
unC rnuous hers milrarlt equally opened on AddWnnal Notes O-N ISM -821 L K 1524 -651
m N-M 1936-1035
Prmide fOrc0mplae drainage d roof.
Plagng Nice. The Overall height of this truss exdutllrg Overhang is
(x)11plains)requireemscalpxNmirg_Reform 2-57. Maximum WebporousParke plus)
led plae 0.details forspeud posi4orurg WIMa Tena Comp. Weps Tem. Comp.
requirammds. Top Chord pvemerglsl may be field lammed B-P 412 -513 F-M 158 -202
Plate Insurers..our a 050 inch Wv petlmeler C-O 261 -452 M-G 118 -260
edge Eistamm, O-D W-17W G-L 411 -521
D-NQS -232 L-H 753 -329
Puffins N-E 2W -451 H-K 7W -1881
In lieu d mi Fares Or ngid eadirg use purlins E-M 635 -2W I-K Ill 476
to Iamally brae molds as follows.
Chord SpabnB(inao) Smn(fl) Erd(fl)
TC 24 -429 3717
Be 71 0.00 3300
Applypurlinstoanychdtlsaboveorb fllem
an 24'OC unless shown dherwiae above.
Hangers l nes
(J)Humors SUPWn Return,by oNam
NOTES:
r i.irib4mnngis nor a—.sursiem alone Mr measure, p Jxxallnxxr-tons awmpar,ri me true seems.inowe scsi W1,
.it. se4•n mnj'....Me e .plana dorms insess.Ble .
TH 2 ,PxcT d do9Yl.afiOtname remorunJneA-1Ti wiepyinr WndsGe,nraea, F,ondaErgover
�.»No.7547-4745 Su.Pen crus Sam 4..Jrxwn.a a.132224.964.W,Szdb
/� MiTaTGI(oLowal'J JMrtyPPmemn Ports 71457 Jb benaEFovAand
APEX
TrueHouse PE NO Gm63B PE Nn 8V4 PEW 7145) RNa P]4g9
67377 Ply1 SEON:90251 T25 I HIPS
SELLERS RESIDENCE ON:
t FROM: DRW:
T04 Wal:18141bs / _. IHIN117
re•n tzrB zda L Szra Ag'
' 7'e•t3 + 4•en � OT75 + 4.4•n � ra-1a �§
9.n 1122
A B B& C T2 69U n T3 w E 7 T4 F 7 _ G H
T, IN
1 N -+220'12
M L K J 0
ri3%B(•9 _5X71--) w5)(SO" muNn 113%8(••)
�T108 25P9
3-B� rtme 9692 � r6.12 1'2-�
rtP9 1CS4 25' 33'
Loading CMaria he, Wind CrtiBds Snow Critumb IPO%'rt FBF) O Si Christie A Maximum Reactlom(iB )
TCLL 20.00 Wntl Sd ASCE 7-10 Pg:NA Ct NA CAPNA PP Cefiedlon in b<Upon 111 Inc R I U I Rw /Rb I RL /W
TCDL7.90 Speed: 130 mph PI:NA Ce:N4 VERT(LL): 0232E 999 299 M 545 1425 (277 l- 17 )-
BOLL: 0.00 Encbeure:Closed Lu:NA Cs:NA VERT(Ty: 0A58 E 658 293 N 1126 1379 1431 /- /- 1B.0
BCDL 500 Risk Congo,11 S.Dure90n:NA HORZUk D.00!D - 0 1W91814 14691- I- /&.0
Dee Lot 32.00 E%P:C HORZ(TL):0.004 D - - Wind rtegions based on MWFRS
'Mena:Y080'-- M.mHelgm2415REleepieacton lS M..Min Blg.WiMRep=.-
So8& 2.00 TCDL:42 pal Bldg Cotle FK2014 RES Max TCCSI: 13,798 N Min Brg Wdh Fer= 1.5
Lead Dustion 135 BCDL:3.0 par TPI Sod: NOT Max Be OSI: 0 99a O Min B1g 0 an Req= 13
Sudtg;240 MWFRS Parallel Dix:N2 to b Rep Farm.Used:Yes Max We .98
Wish CSI:02 BufingeN80aea rigid surface.
C&C Dia a:3.30 ft FT1RT'.30(DU10(N Mfg Spaufied Camber. Maximum Tap Chord Fomes Par Ply('be)
GOFi:010 Plate Typds): Chords Tena Comp. CMN. Tens. Camp.
Wind Durban:1.60 WAVE VIEWVa:160201.1215.13
Lumber Wind A-B 5 0 E-F 1055 -2349
Vane Set 13B(Elkept.61112013) Wind!loads loads bon MWFRS with ad,morul C&C B-C 28 -19 F- 1069 -2378
memberdesign. C-D 12 -42 G-H 5 0
Tapc4SPWNPp2 T2.TO 21145P pz: D-E 9]2-1995
T3 014 SP 81.30: Ertl MNnl6 rid mtpoaN to wind pressura.
Bd Nati SP,K, pz Maximum Bot Chum Foreas Per Py pb8)
WaM 2x4SP se Max JT VeficinERT
Chords TensCorep. CMN. Tem. Camp.
Lumbervaues013 by used tleelgnvalues MaxxLCAMB1DEFL LL 0 cannot DL038•.See Mail
apporeJ 15=013 by ALSC P..de xtece, 1m talm,ad mmentla40ne. M-L 14 -z0 K-1 2568 -1301
PNvidelor be9uae tlreinagedma. L-K 125° -848 J-I 35 -8
Spacing
(a)Continuous
nuom eas rezmm egoally ecbon Addribnal Ndea
Maximum Web Faun Pah Py(lbs)
member. Pmmtlelor oreepleas drainage ef mpofxcludi Weber TmIs.COmp, Webs Tene, C.P.
Plating Noted, 2-}z. rail llagl'o of this mars excluding ovefipn9 is B-M 447 -514 E-J 3W -313
1'910 plaefe)require speda posdoning-Refer to Tap CMN oxemon,e)may be Said trimmed. C-L 231 -417 J-F 153 -317
scaled pole 00 derails for speaal paellioning L-D M-1MB J-G 2391 -1075
ranummems. D-K B28 -297 G-1 632 -1011
Plane position mnader a 050 imh Imes Primmer K-E 429 -"I
edge chat
Palm
In lieu of anetural paras or rigid cillo,use F,m ms
0labially Mem.MN.as bllmvs:
Clwrd Spaonglinac) Starifig EM1fl)
TC 24 -629 37AT
Be 73 DSO 3300
Apply purlins ho any GIords above or helve fi ere
at 2e OC unless sbuwn omemise,above.
HangeMI Tbs
(J)He,,,Suppod Re{uired,by noun.
NOTES:
r 1."maxigenot sardent acne Mnpaman,Andili'nsevdms xmmpmylry hs,Wv dmnirg,xuaW X311-03,
NwNNuud'nemNoxii Mt'.."a Uep.rar a 'firma n. ���•/��
TH2 ARx TeWn,saMbwsnmemnWbyJu Me.Tem Inc bM CUWaIom Romb ENnxr w-
R u--No 750.7-a7usNbn Pam cdua sub I.,ladsnwe,113.-..152(q / -
TrueHouse FEM: 3N9 s ENo��4 FSE No Mwm PPeNo ewEeHw 4
APEX
6737/ Fly.1 SEON:178361 T18 I HIPS
SELLERSRESIDENCE Ory: t FROM: DRW:
T05 Wg1:184.BIbe l ... 01IM17
rttl8 1R9-B 18'5'4 tri 25' 33
i rfine rim s•r1x �" ss12 I rfm I B
0.25 12
05i 83x4 IIIN 3
A Ida% g C 0 E T2 F G 4 H 6x
1�2rm,2
�T,VB i 25'19
]'10.8 8712 Sol 8'
�P3"8 '�' r1m6 1 16•s4 F zs i 3x �4T�
Loading m1paaW
Caft l WCr11NM sw Crllarla(P0.% da b Per) I3e8IC81 GrlbA Maximum Raordons Ill
TCLL: 20.00 Wnd SM: ASCE]-10 Pp:NA C1:NA CAT:W PPDdMsbn in hubbub, List Loc R /U IRs IRN /RL IW
TCM: 7.00 Spew: 130 unpin R.NA Ca:NA VERT(LL): 0246F 999 299 N 535 /423 1275 L /6 /-
BOLL: o.OD Eradosure:Closed W Ca:NA VERT(TL): 0485F et] a9 O 11621415 1441 I- /- /SO
BCDL: SOD Rise Category:11 S.DueOan:MA HORZILLL O0430 - P 1048 /82S /488 /- /- /80
Dm W: 3300 E%P:C HORZ(TL):0.0850 - - Wind rtemlom based on MWFRS
NCBCLL:10.00 Mean HeipN:24.1411 Code I MMp CrNde Crap Factor.1.5 N Min By,Width Reg= -
SOMI: 2.00 TOM:42 per Sell Cade:FBC 2014 RES Max,TC CSI: 0.802 O Min 6m Width Reg= 15
Load DureVon:1.25 BCDL:3.0 par TPI SM:2007 MeaBC CSL Og54 P Min Bm Witlth Reg= 1.5
SPo5M:240" MWFRS Par&IY Dirl hrz to IN Rep Faplom Used Ya Mw Web C5I:0.939 Barrel O B P are a ngid bounce.
UC Did a:0.000 mu 30(OYID(0) Mfg Special Carrier Maximum Top Chord Forces Par all(Nes)
WIN:0.18 Plate TWerun: Chorda Tens.Coup. CM1oola Tena.Com,
Wind Durdlw:IN WAVE VI EW Val 15.02.01.1215.13
Lumber Wind A-B 5 D E-F INS -rPZ
Value Sd:f3B(Efedive61112013) Mind beds base]on MWFRS wail additional CBC B-C 31 -15 F-G1090 -2455
Topdrool W SP M? 0-E 1103W-2212 H-I 6 a
22x4 SP 42: memberaergir C-D -P G-H tIX -24
Bol brod2x4 Goal EMlardwisnmexposedfowirb 5 0
Webs 2.4 SP 073 Pressure.
DaBeollon Maximum Bol Chord Fortes Par Ply Ila)
Lumber proved 11 2013et y uses design values Chbole TenaComp. CNrdb Tena. Conn,.
improved t/3143013 by AL5C DEFLCAMBTDEFL:ILL,023 OLmmn See tle191
0E efwB1014b drAnm recommenda8ona. N-M 2 -27 L-K 2508 -1200
Bncing Prouidefa atleguate tlranage of mW. M-L 832 -417 K-J 31 -]
(a)Control lateral reblmim equally equal on Abandoned Nobs
meranne,
Provide farwmplEle drelnage door Maximum Web Faces Per PN IgM)
PMMg NdaaWabs Testi Cwnp. Webs Tens. Lane.
The overall bagel d this Voss exGWing overhang is
(^)9gatNsrequire spesatpwhdoning.Ruder te Top Ch B-N 415 -505 L-F 151 -4fl
scaledplate plot letailb for spetial posi4oring Top CM1OM ororM1angla)may be fluid trimmed. C-M %1 -514 F-K INShe -218
mguDemeMa. M-0 alit -1000 K-G 108 -388
Plade potawndtlxe0.50 ircln Web Ponmeler D-L i -707 K-H 2a
-10
etlge distance.
a. E-L 2M 239 -325 6M H-J 818 -1009
Purlins
In lieu of structural panels or ngid aNng use podia
10latttatly brace shads abfalls—
CIroN Spaanihm os Slanlft) Eni
TC 24 4.29 37.17
BC 70 000 3300
Appy pudbs as any chorda above or sell bill
924"OC unless shown obem a above.
Hangers/ilea
(J)Hager Support Requital,by otNn
NOTES:
r 1.To ecxiosorsWverribwestroustauon. A ,t,onm lnseucwswx paww N4weadmmng.i Je silA.
NMa malm dizcni-.a yon 11e aMrrrNal wan:tufnp inalNution.
(TO
2POxn Tar ox y n s fiyowa am
ed wt by Jav Apev Tttml
AoaIn,C FordCombustion Pairs Emmmer
reu
suflNo.]Sa]-4]4s So""Court,""102 Jackwrrvire,FL J2224 907..1.No.
[j p th No ran. PE
PENo 1. LbreF 71457 JPE No MEFOMant
APEX
UQL]IUUJQ PE M.BreJ9 PEW 58544 PE No 71457 PE No M499
67377 PIY1 SEON:178311 T131 HIPS
SELLERS RESIDENCE Oly: t FROM: DRW:
T06 Willa]6AIbs / ... DVM17
@8.8 ;g4
ly
D,25 12
15X]1'1 IIM4 mand ")
T p yl B L la) D T2 E F r�
N
1 :2d,xx
2
131L91`7 x5X5(nK �M%n seine" 113X61'7
—)'t U-0 25.1.8
]'10'8 BB-12 6'6'12 B
—flare—r nrce 15•s"a zs. F 3�—a•r—�
L.dingckda(p0 Wind Creature SagerCreerM lP3
p.Pf n F) DQAICSI CeMals A Maximum Reactluns(Ibl
TOLL: 2000 Wind Std: ASCE]-10 Pg:NA CC NA CAT:NA PP DMetiN
On in pLAIM Ilp Loc R ID IRs /Rb IRL IW
TCDL: TAO Speed: 1771 mph PL NA C. NA VERT(LQ: 0,261 E 999 301 L ST4 1446 12011- IT 1-
OCLL: g.w Entloaurs Closed L. NA Ca:NA VERT(TL): 0.596E 598 301 K 10" I387 14191- I- /60
SCDL: 5.00 RIM COW,Il Snots Durleion:NA HORZILq:DUD - M 10691639 14]51- I- /60
DOW 3200 EXP:C HORZ(TL):0.075 C - - Wind reatlions Used an MWFRS
NCBCL1:1690•.- MeernHelghl:'24,1 e. . .BvdelMbe C INrh.. Creepletlar iS.. L. MinBrgWalhRe,a -
Send 2,w TCDL:4.2 psf Mg CCtle. FBC 2014 RE$ Max TC CS1: 0.8]5 K Min Erg WMh Req= 15
Lsad Dura5w:125 BODL;J 0 psf TPI SM:2007 Mm BC CSI: 0 960 M Min Brg Wdlh Req= 1.5
Spon,240" MFRS Parallel DO:h12,oe Rep Fatlan Deed:Yea MaxWab CSI:0.960 Bearings K O M are a rigid surface.
CA,CDda:3.we FT/RT:3DI IXO) Mlg SpetlOetl Camber Maximum Top Chatl Forces Per Py goal
GCpi'.0.10 Plate Typol: Chorda Tena Comp. Chaks Taus. Corp.
Wind Duration,1,60 WAVE VIEW Ver 1802.01.1215.13
Lumbar Wind A-B 5 0 D-E 1282 -2588
Value SO:13B(EOeell 61112013) Miss!Ideas based on MWFRS sign additional C&C B-C w -2) E-F 1W5 -2102
Top chard 2x0 GP b2]22x4 SP dt'.
eoer design. C-D 1362-25g) F-G 5 0
Bd s2, 3x1 SP 03 End veNwls rid exposed to rind pressure Maximum Ba Ctan, Percesde Te ghat)
Webs2,4Cboks TensCamp. DInkB Tene. Camp.
Luardmrspooned!
N uses design values Max JT VE
fyprawd 11JW2013 bl ALSC Max JTVEBTDEFC LL 025IDL 02Y.See tions. it L-K 21 -16 I -I 2613 -1213
DEFLCforlde 4fw ramGer ref earef elions. K-J 426 -216 -H 36 -10
Bracing Pmvitle for edegwte drainage d mol
(a)Cwbnwus lateral rommint equally spacetl m Maximum Web Forest;Per Py goal
Advide for Notal Wena Tens Camp, Webs Tena Camp.
PlatinProvide Lar wmplele drainage drool
C-)9gRdes The OveralllreigM of this truss excluding overhang is 0-L 4w -5M J-E 367 -381
--.Mlle require special PamPintcuse, o 2-24. K-C 55/-1M I-F 315 -458
re,um ant pld details for spatial poal8anirg Tap CboN owrheng(a)may be fiNtl lammed C-J r352-1� -F 24w -1085
032
requiremenH. D-J 314 -450 F-H 857 -iC(12
Plate po Pions consider a 0.50 inch Wss paimeler
edge didanw.
Purlins
In Bea of dmduml pends or rigid wiling use purine
to laterelly Nace cloaks as remains
Clurd Spaeinglinoq Slar(b) Email
TC 24 -0.29 37.17
BC TO 0D 33.00
Apply burins to any eboks above or bdmv fillers
a,24"OC unless shoNn dbemice aten e.
Hi'll.IThus
(J)Hanger support Repaired,by ernes
NOTES:
I.The Wan:Iaanm aimdert amne m,iWoman. Pad�miinancti s awapmvb9 sas truss da, WI BC$il-m.
mood Ind n anlul.a Ixt ine I rmeav l plana aum9'm...
THi 2spaxT,tlmabraaWamaorn.—. 1,1..Area ToomaknrIn.,Pa.Coninar, HkmEmir_r �►�
Summers No.7in-4Ta6 salol Pa«cora.supe 4W Jarlemaile,FL 32224.9M.lot Sea
p MiTe&GNM'a" PEN.PAmaem Derek 871457 JFE.30 POMan4
APEX
rue vole PEM BW]9 PE Na 5640 PE No)115] PEW aM90
U377 PIT 1SEON:11 111171 HIPS
SELLERS RESIDENCE C71 FROM: DRW:
T07 Wgh IN 61ba l ... Ot/20/r7
6'69 i'1 B 12L'15 1611tl P'S'13 28'T 33'
e'69 rz 4'e� 499 499s'to.
0.35 12
L5%5('IIR4 saying aBKFet") a3)(4 IIIS%i(^)
'FA II „B C E G H
a♦. n'rz
1 1_22012
0 B1 P M
II4%51') .6%9(") as
�HO514(1) 13%6('7
7109 251'8
8' 0 9'0'4 6'1112
I—*78 t e' 1 17. za9'4 3X F-47�
Latll,CHNtla 1pe0 WindCaged. Sr10M CrRIrla 1Pp,PI In PSF) Dag/CSI Ctl ♦Mazimum Roseanne loan
TCU, Wind Sid ASCE 7-10 Pg:NA C1:NA CAT:NA PP Digestion in Mc Ude, L/M Loc R 1U )ft I Rh I RL 1W
TCDI ]W Spi 130 mph Ph NA Ca:NA VERT(LL): 0319G 9402% O `Ai /295 /- /- /- /-
BOLL: 0.00 Sometime:Closed Lu:NA Ce:NA VERTQL): 0.841G 467 299 P 1724 /651 1- /- /- /0.0
1 5.00 RiM Category 11 Sow Duration:NA HORZ(LL):00528 - - 0 1389 /528 I- I- /- /6.0
Dm Lot 3290 E%P:C HORZCTIL(LISS IS - - Wind!humbiol5 base!on MWFRS
NCBCLL 0.00. Mean Hegel:24,09 It CodaI MMc Criteria Creep Fads:1.5 O Min Bg Width Rp= -
SolRl: 200 TC01.:02 pill BMg Code:FBC W14 RES Mar TCCSI: 0735 P Min Brg Wotb Reg= 20
Lasd Duretibo:125 BCDL:3.0 NO TPISM: 2007 Mm BC CSI: 11.953 0 Min Bry Wtlut Reg= 1.6
Spacing:24.0" MWFRS Parallel Dist 0 to 142 Rep Fedoo Used'.No Mm Web CSI:0.771 Bearings P 80 are argitl Sudam.
CBC Did a:350R FTR2T:30(O,V10(0) Mfg Spbofied Camber: Maximum Tap Chad Forms Par Ply(Mal
GCp:0.18 Pane Typq's): Chords Tere.Camp Claude Ten.Carp.
Wind Du2gprt 160 WAVE,HS VIEW Ve[109201.1215.13
Lumber Loatlin9 A-B 5 -3 F-G 1468 -19]5
Value Sed 1313Egedive&112013) cit hi B-C 34 -22 G-H 1233 -3345
( hip &48jaMaaleh entl ata 610-0 C-D 31 -Z) H-1 1252 -X160
Tap drok 2x8 SP d2 Pesky night end.Able lave no wash. D-E R -40 1-1 5 -3
Bol chord 2x4 SP d1:812x4 SP 1M: Wind E-F 1465-3825
Webs 2x4 SP p3:W92ve SPd2:
Lumber value yet'13W uus design values Wind loads and Numbers lasetl an MWFRS. Maslmum Bot Chord Forces Per Pty(lbe)
approved 1/3012013 by ALSC EM va y,ais rat espasad to send pressure.
Chords Tens.Lomp. ChwdS Tens, Co.,
Boeing DMeetion O-N 20 -31 M-L 4W0 -1665
(a)Continuous lung redmirt equally spaced on Mas JT VERT DEFT:LL:0 n DL:023'.See deleil N-M 21X! -940 L-K 11 -1
ember. DEFLCAMB1014 for pm4r rtcammendaGons.
Putting Notes ProwdeferadequaedrainageNmal Moslem.Web Forces Par Ply(1ha)
(B-plates so maMed were axd using 0% Additional Notes Wag, Tena Camp. Was, Tem. Comp.
Fabrication Tdembe, Odegmeo Rotational The overall height of this tmse excluding owTag is B-0 314 -473 M-G 214 -M
Tolerance,mom,zero Positioning Tommnos, 2-1-12. D-N 317 -507 G-L 464 -778
('79ptak(a)require species pashionirg.Refer to N-E 106:1-AM L-H 98 -205
agent pate pd garbage for special pasNaning E-M PW -584 L-I 3442 -i2W
requirements. F-M 259 -NO I-K 637 -1159
Platep Nfimsmnatleraa.5oinchtmwpenimder
edge distance.
Pudire
in lieu of Wudural Panels or rigid osiling use print
to Ialerdely bre2 gmNa as fdlawe'.
Chord SpadnlNin¢) Staglft) Erdhft)
TC 24 4,29 37.9
BC 54 D.Oa 3300
Appy purlins to any Morde abww m lance,fliers
at 24'DC unless green dnemiee shave.
Mergers I Mo.
(J)Hanger Suppad Required,by butes
NOTES:
f
I '""
money ends h.snlalanelariner.ton. Nd nypnylrg pu WU EravArg.IrtlWe 9C511d3,
Nw'g are uwE h annum.wine Me syroods's Wens o".1lndaWnn.
Tmyrhoaow
H 2APsT. oy,isai5enameneb,Jasp Temws�,
11,m.Fn,albrom
Foods enema.No.7597-m45 swop Pad cow,"''Z Jeaeondle,a 3222'-aw.e2l.um
some G-1,, Je11ay PAmesnn form 6Nnmy Jopeas E RWam APEX
TrueHouse leo good PE No 565ie PE No 71457 PE No am59
67377Rya BED 178131 T23/SPEC
SELLERS RESIDENCE Dy: l FROM: DRW:
TOB Wgt200.9 par 0112819
4'1tl', tY1V L.
2@38 33,"6
4'1D', I— Arte -�- 34 @ 4re am'
025 12
A @ C tt Issal =6%6 T4 F. 11 G(� ..H
F
I W �I�I�3YV,2
small se N 82 L K JP
0'1V Be Ar I Ttt'12 P,1"12
~02 8'1P ,4S 2GY 2@1'12 331'8 I.2
Leading Criteria got WrW Couple Snow Craeria dp,R in psn BeSICSI Criteria ♦Maximum Reactions(lbs)
TCLL: 20.DO Wnd SM: ASCE7-10 Pg:NA Ct NA CAT NA PPDeOection in loc Udell LAY Loc R /0 IRw IRh IRL IW
TCU: TOO Speed:vD mph RNA Ce:NA VERTiLL): 0522E 761 397 0131716N 1573 /- 17 180
BOLL: 000 Stakeout, Closed Lu:NA Cx NA VERT(R): 0.992 E 400 397 P 1317 /729 /573 I- I- 18.0
BCDL: 500 Rux Category:11 S.Dmatlo¢NA HORZ(LQ 0082J - - WM reawiuns based on MFRS
Da Ld: 32.0) EXP:C HORZ(TL):0.174 J - 0 Min Bq Width Reg= 1.6
NCBCLL.10.00" M»RHimild 24:16'9' GeMfMSCCdteda- Cr»"Fodor l'.5' P Min Big Wimh Raga 1.6 .
SOMI 200 TCDL A2 ad Bldg Cods FBC 2114 RES Max TC CSI: 0.672 Damage 08 P are a yid eWe».
L»tl Duration 1.25 BCDL:3.0 psi TPI Sid: 2007 Ma BC CSI: 0 903
Stan 24.0- MFRS Parallel Cit:N2 to h Rep FVYore seed Yes Max Web CSI:0.637 Maximum Top CM1OM Forces Per Pity(Ibei
CBC CW a:3.318 FT1RT:30(OV1gq Mig Specified!Camber Choice Tem Comp. CMrds Tens, Comp.
GCR:D.18 Plat Typed): A-B 5 0 E-F 2157 -4396
Wind!Duna ian:160 WAVE,HS VIEW V¢16.0201 1215.13 B-C 0 -30 F-G 1181 -2579
Lumber I3e0ecggn C-D 16!8-3601 G-H 1185 -2805
Vel.13B(ElTermar VI 013) Max JTVERTDEFL:LC 051'131-:1)AW,S»detail D-E ZS!i-4516 H-I 5 0
Top chord 2x5 SP SS Den e:T2 2x4 SP SS: DEFLCA1&31014 for camber mmmmendagOne
T4WSP M-31 Borne W adryucte drainage 0 pass. Maximum Bol Chug Forces P»Pry BIW)
Bot Abord 2x4 SP#1:B22x4 SP MJ0: Chords Terse Comp. CMNs Tena, Camp.
Webs2x45PN3 W112x4SPM: Addidonal Notes 0-N 2548-1211 L-K 3965 -2125
Lumber value sa 1313'uses design values PpaNde for mmpete drainage of past N-M 4M6-= K-J 13 -5
appovad IW2013 by ABC Tire o»rtll beghl W this truss mWiding werharg is M-L 4810-Z!%
2-3-0.
Bracing Top Chad overhang(s)may be fiord armored. Maximum Web Former Per pWilM)
(a)Continuous let"deainl equally spaced on Webs Tens Carp- Webs Tans.Carp.
ember.
B-0 401 -426 E-L 223 -375
Reding Notes O-C 1296-2895 L-F 585 -129
(-')♦1plme(s)requirespe6elpoaitiomng,Referto C-N 1208 -519 F-K 964 -1631
scaled plana old details lor spedal ysilioning N-D hW -9E K-G 92 -161
......nor D-M 3W -103 K-H 913 -12Y
Rale pO9tiona consider a 0501inch w»permMer M-E 153 -3W H-J 742 -12%
edge or....
Purins
In lieu of structural panels Or rgid owing use PWd'ms
ro Ialerelly bra»GwNs as follows:
Chord Spedngfinm) Slu p) Staid)
TC 24 417 3129
BC 61 0.00 3113
Apply punins to any chords above or beds fillers
at 24'OC unless shann NhenM»abw.e.
Wind
Wind loads based on MWFRS with additional CBC
member crumn.
End veduals na exposed Id send pa»ure.
NOTES:
r I.m1d—rylapat¢ua-.xmeblmlallatien. M]fiional lnaVucOm¢avampanynq po Wna Ymnrp,IMUL eC511N,
exud N.n rmjuncs—vnar me suderms.prs.,m/-bra pn.
Tg� 2PDn.Temnam,11afitimus...—.byJVAnes T..,In.,Rome Dw ass Iso.Cnglmc
fiutimu No.1.1 su.1 Pan coon,Gua.ant J...I.a.FL 3x.4-904.e21 sop
}� APEX
ilueHouse Esaxu aK P�SBSN� PENo 71457 PPX 180799 �
57377 Ply'.1 SEON:178101 T3 SPEC
SELLERS RESIDENCE Coy 1 FROM: DRW.
T09 Wg1:222.81ba l ... 01INnih
YY 10tP' 1M'Y' T3"B 3>1'e
I 3z' 1 rr 1 r4B..Y' I a + era i' 2.tlr-1
025 12
zpet-1 =Hlfid usx]1'9
A as ii T1 D E Fa G. H T5
y 1� Vt2
PM o N M JO
IM310t'3 za%9 pa =m',BI'9 .6%12 IHI%ftq1
I-aT- 28H 4'Y4 T6"d TE'a B19 T1P12
f 9: 1 6trY2 1 1a'a 1 X4 3oP12 i 33y.ei
LoaaNq Cohere turn Wind CrilzrM Snow Crhmla 1pse,In PSFl Daticm Criteria ♦Maximum Raxctiom ilea)
TCLL 20.00 Wntl B1G ASCE]-10 Pg:NA Ct:NA CAT:NA PP DeneNm in lac UtleX IJh Lee R 11.1 I Rw lith I RL /W
TCDD_ TDD SpeeG 130 mph PF NA Ce:NA VERTLLy 0470E 834 397 IF 1384 I]W I- I- I- /6.0
BCI_: 000 Endosns Caeetl Lu:NA Cs:NA VERTITL): 0.905 E 039 397 0 1876 19D1 I- l- l- I60
BCDL 500 RIM Category:11 Smal Dural NA HORZILL): 0.050C - - Wntl reactionsb on MWFRS
Des Ld 32.00 EXP:C HCRZITLI:0.110 C - - P Min Bid Wall Req= 15
NCBCLL:10.00 Mean Height:24.140 Codes mwc CohaKe Cheep Famo[15 0 Min Bid Wdlh Req= 1.9
Saint. 2.00 TCDL'J2 per Bldg Cattle:FBC M14 RES Maxi: 0.900 Seahngs P&0 are a rigid started
.
LOMOumtion:1.25 BCDL:30 Of TPI 512007 Mai CSI: of
Spadn8:200" MWFRS PeraOM Coal D to M1@ Rep Fetters USM:Yea Max Web CSI:0809 Maximum Top Chem Forced Per Ply(Hal
C&C Dia a:321 It F7/RT:30(Op10I0) Mg SpeafiM Comber: CMN% TerfaCamp. CMN. Taw. Comp.
GCp:0.10 Plate Typei A-B 5 -3 E-F 21M -5091
Wind Dome. 180 WAVE,HIS VIEW Ver:Wei 13 8-0 ]32-1625 F-G 105 -IDA
Lumber period C-D 1409-3530 G-H 1035 -2025
Value Set'.13B Ehectua 2013 In lieu 0 MUJual re ng..a D-E 2225-5096 H-1 5 -3
( 1 panda or tlo:ili tfina
Top TS 2.6 SP
SP M-31Do,, t0 hamllybobtai chores She: Maximum Bot Chortl Fomaa Pare
TI,T ad2BP5SS Cass Chad Speutg(in ac) 5 .17 Etd(0) Hm
Went 2, 2P SP W122c4e TC 20 0.1] 3]29 CMNa Tena Comp. CNONB Teta. ComD.
Webs 2,4 SP set
us SP design
BC 63 0 D 33.13 p O 6 -2 M-L 5390 -b:N
Lumbervalue aa'13B'ucestlesgn values at ply24' Cunl0anyctlNs above show, fillers
approved ln=013 by ALSC et 2a"OC unless sM1om gM1etweabow. N-N $150 -WS L-K 0452 -1958
M 8876-214 K-J 9 0
Wind
Special Leads Wind lodes and aaiotu masetl on MWFRS. Maximal Web Forced For Ply Boal
(Lumber OurFeeat 5/Plate 54 Of at
End wniwls net ea dto wind Webs Tens Co.,. Weer Tete. CDm
TC-From S4 tiff at 4.17 to 5a pita 10&3 Wm pe%+ure. p
TC-Fresh 54 PX at 10&310 Sat pit at 10.9 Damon.. B-P 6%-1334 E-L 294 -349
TC-Fvn 5a tiff at So 17 to 54 pit at 213.9 B-C 2125 -831 L-F 791 -247
TC-Frown Sat pit at So 17 Sat pit at 29.05 MaxJT VERT DIEFILLCAMB114W LLOp'DL:0.a2".Sao dome D-C 830-1021 F-K 9N -1811
TC-Film 2]pi0 3908to 27 plies 30.29 DEFLCAMBID10for cember of real esiOna.
TG F. Sat pitOf at 4.111 Sapit atpt 3029 Pmviae for Mequae arSnaOemroN. C-N 165] -]15 K-G 58 -90
BG Front 0plt at 0.1210 0OXa 000 MD rail -I0 K-H 316'] -1218
BC-Fmm 10 tilt at 0001 Of art 29.08 The moral Noma D-M 099 -120 H-J 9b -1909
BC-Froin 5 Of I)pfal 20061 SpXa Si Th-12. hesgM Nthb buss e%ctutling overhang is M-E NJ -305
BC-Fraud 1Dpi 30201 10 pX et 33.13 2-2-12
TG 143 dpXm 33.1310 OpXa 3]29
TC- 1831 C0tc.Lala a 30.28 Tap ClloN ovMtwegl+)may be field itimttlM.
BC- 30411 Con, Load 8129.08
BC- 13010 Conc LOM es3020
Plating Name
(--)9 platels)require species pusNonirg.Rotor to
araletl plate pia adaus for spenal posioring
Moremem+.
Plate lrositans mnatlera 0 50u.buss eenmNtt
M9e distanx.
NOTES:
N)
Ir hatmealHmlwlfioanlalmatw lai Cher on. Ah1u.nalnoucpwmmWmptestruudra-ty MWe5C5111C1,
}= mwabe u%m n conjunction wtn the advoldval W hi aunngln.uuanon.
TI.1 2.Max me mla%lsa 1.ur nam.-.or Jm t%P.I...,lx. Fkn]a Corporation, .Et4neer
NJ- $u.rctoNo1.7-4141 Sure,Fare C-1 Sure ao2.JeWsherrq FL 3n2e good2152od �
TYueHouse PEW.. PEN Feel aN9�1 PEmb No. and
8]3P My:t SEON:1]80]IT2]I HIPS
SELLERS RESIDENCE Oty: 1 FROM: DRW:
T10 Wo:180.31be I .. 0128/17
202-
0'10- 5'P 58• @1V
025 12
T
T
w2
i 1 �2zou
J n .axial^) .6zia19 Inx81^I
@11.1z tlme @Irtz
@Iru z@9.4 2a
Loading CMera 1pm Wind Cribra Snow CMM Pofin EF) DaWCSI Cratedo AlternatingReaction(lbs)
TOLL: 20.00 W rid Std: ASCE]-10 Pg:NA Ct NA CAT:NA PP Collection in I¢Udell LM Loc R /U /Rw /Rh I RL IW
TCDL: 700 Spee4130 mph PI NA Ce:NA VERTILL)'. 0.458 D 759 347 J 11P J703 15241- IB I80
BCLL 000 ElMosurs, Closed Lu:NA Cs:NA VERT(TL): 801`1 D 399 347 G 920 1432 /362 1- /- /-
BCDL: 800 Risk Category:II Slmw Dorman:NA HORZL-Q,0 Mt B - - W nd reactions based On MFRS
Des Ld: 3200 UP:C 1011:0.0]8B - - J Min Br,Wdlh RaT= 15
NCBCLl1000- - Mean Halr:'N.'1}X CodelMk cC Cmepfedm l5- G MIng,Wdm.Rdo
SON, 200 TCOL:42 pad Bldg Cade: FBC2014 RES Mas TCCSI: 0.795 Bneblg J is a rigid surface.
Load Duration;1.25 BCDL:3.0 pd TPI Set 2000 Mm BC CSL 0957
Spaony:240• MFRS Parallel Mad'.W b IN Rep Famore Used:Yes Max Web CSI:0.929 Maximmn Top Chard FCrcn Per Ply Qbs)
CBC Dist e:3.008 FIMRT:3110N10(0) Mfg Spedfiet Cambx: Chords Tens.CompChoNS Tans. Comp.
GCpi:0.10 Plate Type(s): A-B 5 0 D-E 1562 -31%
Wind DwYloo 1.60 WAVE VIEW Ver 16 02 01.1215 13 B-C 14%-3222 E-F 15]9 -3229
Lumbar Wind C-D 14M-31M
Value Set:13B(Elfediw&12013) Wold loads based on MWFRS wide tdd0'mnal C6C MWmum hoo Bol Chord Forcn Per Ply(lba)
TOpchmd2di SPSSDense n2 SP#2: memberdeagn. Chorea Ten.0 Choice Tan.Camp.
:T3 2x8 SP#2: EM vindicate rid reposed to wind pressure
But chord 2x4 SP#2:822x4 SP#1 J-I 41 -8 H-G K -18
Web.2x4 SP 0 W2.W]2x4 SP AI D.Becdon I-H 3556-1]]5
Lumber vis eact"138•uses deign value. Max J]VERT DEFL LL:040-DC 001-.See distal
approod ICOV2013 by ALSO DEFLCAMB1014for camberrecommendations. Madmum Web Forces Per Ply(ia)
Bracing Provide for adequate drainage Of roof. Webs Ten.COm, Webs Ten.Comp.
(a)Continuous lama reslmint equally spaced on ACCWarwl Nobs B- ]4-1145 D-H 2 -428
member. Protide Mccmplde dairagedreal B-I %'346-1191 H-E ffi1 -389
Platin es The onrdl haght d this Was excluding ovemarm is C-I 229 -300 H-F 322] -1581
9 Not2-24 I-D 363 -670 F-G 492 -896
atsled piles Ad detailsb Special posNoiirgRotor to Ty Chats aveTeng(5)may be fiNtl trimmed
requirements.
Pile scallions consider a 050 indi Wn perimeter
edge distance.
Porins
In hou of a umual Panels or ngld calling use purlins
to bbrelly brim rorc.as not.
Chore Spadnglin w) Smn(8) Endph
TC 24 4.17 2900
BC 61 0.00 No
Apply pudes,l0 any chrome theme Cr btlow fitbm
at 24•CC unless ancon dhenmse,above.
Hangers/neo
(J)Ha,sr support Required,by others
NOTES:
I.mindmugi.mleumoenitionntc-ria Seo'.
amimn.I nun,woe.r mnpanmv a�+w..a�..xrq.imw.eesllm.
(1p/ elwuldbsuudin mei..xn.1h eh— nirew.ap.mm.n..ON..
TH 2A Twairodmie.N9mmenan ommi laxApa.T.."Ire I,dbl�wmalbn. Flrxiarriimw �►�
.us...Nd.]sal.nsmwan cor
45 n P. sun.4@2,J.no— n..11 22224-901.821 Rm
_ _ _ APEX
TrueHo use E W..a FE No 5004 OF No 71452y '
Pe N.BNN Nd
57MPlyf SEON:17W I T28 I HIPS
SELLERS RESIDENCE Off I FROM: DRW;
Ttt Witt 193.9Iba I _. OlAtli
8'10' 11'11.5 1]'11.11 ZI1- 29
eIP 5'1's 5'1.5 s'PS 51V
035 12
p8%81`) z3%4 -.4 Ilxer,
A Bz C O T3 E F zxe^'1111G
T
o WJ
1 ut2
Mot W
aNm101'1 z5%8 z4%5 zH10tq^) z4%4 zx5 OH61q^)
4,2,_ 3'BY2 59.15 ST5 51"5 5'P1s 35"12
-f 38.12 � 9+�+t � ta'a + 19rs + 25r4 2g' i
LOadin Comets spat Wind Creeds Saari Crleda lPNa in PSFI DWIV SI Crionla AMWsx mRametwls(Ihsl
TCLL'. 20.00 Wnd Sd: ASCE740 Pg:NA Ct NA CkTNA PP Desemwl in IO Used Ids Loo lU IRw IRh /RL IW
TCDL: T6 Speed: 130 mph Pf:NA CwhA VERT(LL): 0.390 K 892 347 N 16841814 1- /- /- 15.0
Kit 000 Enclosure:Come! Lu:NA Cs;NA VERT(TL); O.781 K 445 347 0 1558 1755 1- /- I- ISD
SCOL 500 Risk Categwy:11 Snw Dumeon:MA HORZILL): 0.055 H - - Wind assoira bound on MWFRS
Des Ld 3 M EE%P:C HORZ(TL):0113 H - - N Min Brg WMM1 Req= 1,7
NCSCLL:0.6 Mean Height:24,D9fi Codel MIN.Cdere CnMDFaa0F.1.5 O Min Bea Width Req= 1.6
50fM: 2.0 TCDL 4.2 par BMg Code:FBC M14 RES Marz TC CBI: 0871 Bearings N 80 are a rigid sudeai.
Lwtl Durafin:135 BCU:3o Paf TPI Std: 2447 Max BC CSf. 10DD
Sweeny 24.0' MWFRS Parallel Da:OtohO Rep Forams Uset,No Mx Web CSI'. D.n3Maximum Top ChoM Fortes Par Ply(as)
C80 Dist.:]008 FTART:30(OV10(0) Mrs Specified Camber Carlo Tens.COmp. Chews Tens, Camp.
GC, 0.18 Plata Twins): A-B 5 -3 D-E 21191 -5513
Wind Duration'.1.130 WAVE,HS VIEW V¢16.02.01.1215.13 B-C 1065-25% E-F 2]19 -5121
Lumen Pullin C-D 249-SMIS F-G 1458 -3181
Value Set:138(Eletliea W112013) Inlieu Of An1ur& nHaorngidmiling Osepudins
Top 0SP M2:T2 as SP SS De., to laemlly blear,elermas falows'. Maximum Bot Chord Portae Per Pry gb9)
chN 918
But chord Lei SP SS Cmtt Chad S,xww in o) Sed(ft) Enet Clients Tens Comp. Clews Tens Comp,
Webs L4SPd3 W2.Wll 2"SPn: TC 24 -041] 29.00 N-M 3 -1 K-J 8801 -300
LunMvaluesel-138"uxadnegnvalues Apply
5] D.00 2900 M-L 44]5-X J-1 511] -2429
aDprevnd 113012013 by ALSC a240C unless suffins to hosan whewends reas fiOr thelma ller above. L-K 6376-2888 I-H 16 -9 '
Spne1 Leads Wind
Mate TWeb Foran Per Ply(lb s)
--Lumber N Aff .1.2517. 54 Of at
Wind leads and rnelians baxtlm MWFRS. Wend Terre Cwnp. Webs Ten,Cwnp.
TG From 54 Of as
-aDOto 54 plfa 0.00 EM vedcals nax dto wind
TG From 54 of at 0.0010 5+plfat 3.83 Pott preawre. B-N -1661D K-E 184 -tA
TG Frere ]9Wa 6.83 to 79 plf at 22.00 De0nuon B-M Z7M-1158 E-J SA -579
TG Frere 56 pita 22.01110 54ryfa1 29.00 M-C 1060-2165 J-F 1M -419
SC-Fan +pit a 4DD 10 4pXa 0.00 Merz JT 81014 FL pe 039-DL O3g',Saw abors ail C-L 1344 -49] F-I 165 -2206
SC-Fmm 10 pit a1 ODD Io 10Of as0at 603 OEFLCWP.Idefaradegfor ramM ref Nal lions. L-D 5& -932 I-G 3623 -15]4
SC.Fresh
21 pit at 8.5310 21pHa1 22.00 Provide for atlequa(e dranageoltxl.
BG Pam toric at 220010 tOplrM 29.00 D-K P8 -] G-H 7n -1801
BC- 4M Ib Conc.Loatl a r,.9 The ma nal Noes
BG 4581b Conc.Load x2296 The overall M1eigMathis tensa exGMing Dwldang is I
Plein,Note 2-1-12.
([I- so warseel exam NO
Fabriiicadon Townews, Odeglcea RWaionl
Tolerance,anchor zee Posilioang Taerelce.
(ra)ed lOwe 00 deeilsw recaps sfor spowall pavli Nnsitioning gr10
legmremme.
Plats Met..consider a 0.50 men buss penmele
sage diaance.
NOTES:
r t.Tlrs6rewry'n not..an n 1 . PWnlo ,-,o .Ben' d-n,iMam BC611N,
shaaaeeuea ow whl8 wainnern dare oraenaillwon
TH� IAFea.. Hrloe. f1 lo,TN 9I.,Ford.Cap minunwr �-
.-traa No.1.7 ]Ssmmr p, C S.I.402Jc 11 .ITwN.-..11
p N-N G11oLanN llMNo Is'. pxekB Murry Jetq ue ne EPVMap
APEX
rue vase PE No 44839 ENn 5a5N PF No 71457 PE No 80CW
67377 Plya SEON:1]]98 I Tia l MONO
SELLERS RESIDENCE Oty: 1 FROM: DRW:
T12 wgl'.ne lW I _. 31/26117
0.25 12
v
A
1113X4(—) AI3X4" 8
T T
o
fV �
1m 22'0'12
1114X5( '--�f-'}
1114X5('`)
6'
6'
Loading Creole
(pMl Wind CrXeral Snow Criteria(Pa.min PSF) DOWC6 Cdlerla ♦Maximum Reaotlons gm)
TCLL 20.00 VA SM: ASCE]40 Pg:NA CC NA CAT:N4 PP Deilnxion in lac Udell Lk LOP R IU I Rw I Rb I RL IW
TCDL: ].00 Speedy 1J0 high PI:NA Ce:NA VERT(LL): 0000 8 999 240 D 192 198 /75 1- 16 16.0
BC11 0.00 EMougge Clore] Lu:NA Gs:NA VERT(TL). D.001 B 999 180 C 192 1102 111 1- 1. 11.5
BCDL: 5.00 Rub Oalegmyal Snow Dumtion'.NA HORZ(LL)A 010A - - Wind reactions baud on MWFRS
No Les: 32.00 ap.c HORZ(TL)`0013A D Min13,Width Rns= 15
NCBCLL'ID.00' MesmyfelgM:MAS*-- CotlelMise OeBarN coos Fmdor:1.5-- C Mlo Beg WidlhRes, -
SpTM1 20D TCDL 02 Ed BMg Cood,FBC 2014 RES Max TCCSI: 0.510 Beemg O is a rigid audit
Load Dureticn:1.25 BCDL 3.0 gar TPISm: 2001 MovBCCSI: 0285
Spadng:240' MFRS Parellei Dig:h2 to IN Rep Freddie Used! Yes Mar Web CSI:0.224 Maximtsn Top Chord Faces Per PN jibs)
C Ddstis 30OR FTART:30(OV10(0) Mfg Spedfied Camber Chords Tens,Comp.
GCO:018 PIMe Typl A-B 21 -n
Wind Du Bion:1.60 WAVE VIEW Ver'.16.02.01.1215.13
Lumbar Additional Highs Maximum BOL Chad Forces Per Ply She)
Va.Sm:13B(E6ach.61)2613) Provide for cwnPlete drainage of mM. Chortle Tese.Dr.,
Top tlwN 2a4 SP 42 Truss must be installed as shoen with lop dl up. D-C 25 -24
BMtivxd 2x4 SP p2 Theo .It height W this 1.exGWing werhmy is
Webs 2x4 SP tl3 2-1-9, Mxxlmum Web Forces Par Ply Phe)
Lumber value am'I JB'uses design values Webs Teu.Gon, Webs Tens. Cam,
MSpinsid 11302013 by AL$C A.0 led -162 B-C 192 -162
Pilling NOtea
(")4 Posts)ensure spedal pOsitiaiing.Refer 10
scaled plate plot deleils for spading pasharing
requirements.
Plate positions consider a 0.50 inch truss Penmder
edge distande
Fudge
In lieu of gorging hangs or rigid caging use unins
IO leterelly Ixau chards as follows'
Choles Spauy(In oc) Intend) End(8)
TC 24 D 00 6.00
BC n 0 O 6,00
AWly Puffing to any Gwtds above or be`wv fillers
at 24'oC unless shvrvn alglwise all
Wind
Wind loads based On MWFRS with altl6ional C C
emdardeggn.
EM wdidMs not expowxl to and pressure.
NOTES:
/r` 1.ren die—dismm sulfi., alone mrmst,IlN 1 anediOMinsV✓.dmnauwnpaminp mows.amnre.i�tleb8C511L3
1// \\/ noin unl'an'a--on vnN tria..1 Pane ins EunnB lns191aWn.
Til T p is.fiGeousnme ✓re U sec ming l 'MNa awa4m Phan Erty er
it Pamela M.151].4745 nuten Pas cwn.sure 40$. aumngre FL 31724-Wi 9215ng
TrueHouse PPE NereG� noes EN;,� PExo714. ;E... .m
APEX
67377 Ply:i SEON:17]95 I T29 I HIPM
SELLERS RESIDENCE Qty FROM: DRW:
T13 Wgk36.SIbs / .., a1R&17
4'Y 1'10-
0.25 12
1113X4(")
A 81113X4"
T T
1 m 22'W12
13X4 E
11130(") 1113X4(")
9'3'12 1'8'4
4'3'12 8'
Loading Orld.do fist Wind CMerb Snow Criteria Jb,,m in PSF) DM/CSI Cdbtla ♦Mazknor RaMsbns(lba)
TOLL: 20.00 Wind SIE: ASCE?-10 Pg:NA Ct NA CAT:N PP DenecSan in Joe Liden WY Luc R /U /Rw /Rk IM 1W
TCDL. TOO Speed: 13D mph IN:NA Oe:NA VERTILL); 0.040C 999 240 G 518 /432 12761- 110 16.0
SCLL: 0.00 Emdosure:Closed L. NA Cc NA VERTCrLk 0.076C 951 ISO E 192 /56 /64 1- /- /1.5
BCDL 5.00 Risk Category:11 S.Duration:NA HOR W-0012B - - Widreaceart based on MWFRS
Das Ld 32.00 UP:C HORZ(TL):-0.021 B - - G MinBig Wmb Req= 15
NCBCLL'. 10.00 Mean Height'.24.07 it Coda l Mbd CribXa Creep Fada01.5 E Min Big Width Req= -
wit 2.00 TCOL:43 pi Bldg Cade:FBC 2014 RES Mal CSI: 0.557 Bwdng G is a rgo abroad.
Load Dure8an:1.25 BCDL:3 apt TPI Std 2007 MaeBC CSI: D.1,
Spsd,:24.0• "FRE Pareld DM:0 to W2 Rep Fallon Used:Yes Maw Web CSI:0.210 Maximum Top Chord Forces Per Ply files)
CBC DIM a:300 f1 PTIRT.W(OVIO(0) W9 Specified Camber. CMN. Ten Comp- CMN. TartTen.0 rrp CMN. Tart. Com.
GCp:0.18 Plae Typels): A-B 5 0 C-D 8 -16
Wind Duration 1,60 WAVE VIEW Ver:16.02.01.1215.13 B-C A -26
Lumber Addidwal Nofn
VA.SM:13B(E9mdive511/9013) Pmyide for COmplHe drain,.of wf. Mazlmum Bpd CbpN Fomes Par PN(It
TOP clad 916 SP p2T22n SP 32: The averall height of Mi.Ou.esGuling are Me,is CMNS Tens Camp. Chords To.. Gon,
Bal GKKE2x4SPN2 2-1-1. G-F M -14 F-E 17 -0
Webs 2x4 SP W Top CMN man amus)may be field trimmed.
Lumbar value set'139 uses design values Madmum Web FOKtl pet Ply 1169)
approved 1130/2013 by ALSC Webs TeneCmnp, WeW Tena Cwnp,
PIMIng Main B-G 4n -489 D-E 101 -113
("ISpleb(sl require spetialpmlioralg.Relerto C-F 75 -W
exam plate Not bases for special posilipning
requbemem..
Flats ppsums consider 0 50 inch buss perimeter
edge dista x,e.
Pullin.
m lieu of alructural panels 0r rigid ceiling use W riins
to ledmaPy,breve chards as(Clones:
Chord Spadnglincc) SIMIRM Ercaa
TC 24 4.17 6.00
BC 72 000 600
Apply
OC wi enssilylvxpil mbeblw se meow Mlere
Wind
Wind Imda based on MWFRS erdh addamal C&C
ember Eevgn.
EM vmrxas nol ewpSM to rind Pressure
NOTES:
I.Too b,le not tbo.......W.. NMebnam
l lnet.—,net. -d ,MMc NuaC51IL3,
mould be used N camuntlun Min In a ndenb2l dare,d vng lne ane on.
IAbreToomlp„i.. mI—memtp, 11.A.Tedhesw„I- Hooke 6wpla5nn PNdb6rtnewr.
N
eu
� eness No.1.7.47as S nPam court$u�se 4.,1.111.14,113..�me Rl loop APEX
TueHouse NE No..onFl Jm�ASmNemn PE 71457y 3PEE IMI soma rid ',.
6]3]7 %Y:1 RE17]92 I T121HIPM
SELLERS RESIDENCE Gry: t FROM: OWN
T14 WBL 3i.t lbn l ... o112N17
32' 6'
2'2' 3'10'
0.25 12
1114)�$(•� T2 1113X�•�
Ade
81113X4" T
T
a b
1 p 4
E 22'fY12
113x4
1113 8(") Y13X4('�
2'3'12
33'12 6.
"ding Cribi(ped Wind Cdbda Snore Climate spiin par) NMM Cribria ♦Maximum R..Wns lMs)
TCU 20.00 Wind SM: ASCE i-10 Pg:M CL NA CAT:NA PP DeOerlian in los Udd A! Loo R I U I Rw /Rb I RL IW
TOOL: 7.00 Speed 130 mph %:NA Ce:NA VERT(Lly: a 08 C 939 210 G 510 1433 1276 /- IS ISO
BCLL: 0.00 End m Closed Lu:NA Cs:NA VERT(TQ: 0.111 0 651 100 E 192 155 /84 I- I- 11.5
BCD: 5.00 Risk CategmY:Il Same Duration:N, HOR21LLl'.-0.009 B - - Wind madidans babel on MWFRS
Des Ld 32.00 E)P:C HOR2(TL):-0Di6 B - - G Min Bq WEN Rw= 1.5
Ni.1O.00-'" Melon HMgM:M05R- COMiMIxc EtlbNa- Cohe,preal 1.5 E. Wr,&gWidmRd, -
Soffit 200 TCDLM.2 pd BMg Coda: FSC 2014 RES MauTC CBI: 0066 Beefing G Is a ngitl surlare.
Load Oumtion:125 BCOL 39 ad TPISVI 2007 Mex BCCSI: 0.255 Maximum Top CM1wrtl FNrwe Per Ply Abel
Spatlng:24o- MWFRS Poll Dia:010 h2 Rep Fadars USM:Yes Max Web CSI:0.201
CBC Did a:3.008 11130gVlD(0) Mfg Spedfied Camber Choose Tem.Comp. Chords Tens, Camp.
GCP:0.18 Plate Toni A-B 5 0 C-D 10 -24
Wind Daniel 160 WAVE VIEW Ver 16.02.01.1215.13 B-C 18 -34
Lumbar Addiddial Nobs
Value Sat:130(EBadw 611120131 Prawefarmenpldedreireyeafral Maximum Ba Chad Fortin Por Pry III
Top chord as SP SS Dan.T2 Zoe SP d2: The Oearell hehl Of this buss excluding ovemang is Chords Tens Cane. Chad. Tens. Comp.
Bol diad 2x4 OF 2-0.9. G-F W -19 F-E 23 -10
Webs 20 SP d3 TOO Chad aaemang(bl may be field trimmed.
Lumber also sat 936"uses design values Maximum Web Foma Per to Ills)
BpPtovad laWO13 by AL$C Webb TaneCanp. Webs Tens.Com.
B..Ing B-G 511 -HN 0-E 127 -1N
Fader rated visual to one face of this"Me. C-F 102 -P
Plating Notes
P95 Fill requal special loo mnO_Refer to
swind Main 00 details for spatial paeibime,
equir mens.
Plate Vostions cmddera 0S mor tNss PenmHer
edge distance.
Purlins
In lieu of drudund Funds or ni willing use loading
W laterally brew Paddle as fdlder,
Chan] Spadnglin w) Stroll) EndlRl
TC 24 4,17 5.00
BC 72 0.00 600
ADFIY puma 10 anY Apttls abrn or below fillers
d 24-OC unions amen aM1b—.abp.a.
Wind
Wind IOetls based on MWFRS with adtlNarel C&C
memhodesign.
End VeNPals ria exwsed bwiM pressure.
NOTES:
�
T]Ns aawlno le nm sumam...m msumuon nde4On.l lnstmmon.wampmrew..
. and bdoes".... 0,tau.
NOUN Ne used.wnpnmon win meandaud mpons anng Ingalwxn.
TH 2 Pyex Temals,a arse—nom.Ore.,y npm TMMoOY Inc Fare Clean For.Erylrett
euNase No ]54]-nu soma Pad coon,sure 4.Jemreard ,a x2224...1.62w
Mv]MaIGMOLwgN PE
all d�.kB Murry JWNO some nO
APEX
TrueHouse FE H.WWB PE N.YA4 FE N.71457 PE NO Po159
6737/ Pyt SEON:1789IT21/HIPS
SELLERS RESIDENCE Oy: l FROM: DRW:
715 WM:50.41hs l ._ 0IMr17
210 6
2.10• 32"
0.25 12
A B 1113X4•` o) C D
TT
F
N N
1 L+2M'12
G
103XB'� III XS( )
42' i
6
I 8'
Loading Cast Iran Wind Cripple Snow CMatla IPI.PIm Pan DWUCSI Usable a Maximum RacBwu(IM)
TCLL 2000 Wnd SIG ASCET-10 Pg:NA MINA CAT: PP Delledlon in loc L/dM lIll Lac R IU IRw /Rh IRL IW
TCDL 700 Speed: 130 mph MM Ce:NA VERT(LL): 0.006 C 999 240 F 71 1416 I- /- /- /6.0
BCLL: 0.00 Eadmare:Close, Lu:NA W:MA VERT(TL): 0.010 C 999 180 G 4M /136 I- /- /- /6.0
BCDL: 500 Risk College,11 Snow Consul IOA HORZ(LL):OAo2E - - Wind maclions baxd on~RS
Dual Ld: 3200 UP:C HORZ(Tq:0004E - - F Min Br,Wdh Req= 1.5
NCBCLL:10.00 At Fal 24.058 Cad.l MMC Canada Crap FOGac 1.5 G Min Br,Wdh Req= 1.5
SARI: 200 TCDL:4.2 paf Bldg Code: FBC M14 RES Mei TCCSI'. 0.640 Barrel F&G are a rigid eudam.
Load Duration,125 OCU,30 pal TPI Std:2007 Mal CSI: 0 911
Spading:24.0MWFRS Parallel De:O W N2 Rep Fadore Used:Yin Mai Web CSI:0.195 Maximum Top Chard Foran Par,Par Py Vlm
C&C Die a:Son it FTIRT:30(DV10(0) Mfg Stationed Center. CrcNS TenComp. ChoNe Tem.Cam,
GCp:0.18 Plate Tym (e: A-B 5 -3 C-D 0 -35
Wind Durade'.160 WAVE VIEW Ve61602,01.1215.13 B-C D -35
Lumber Purlins
Value Sal:13B tE6edive Wl/2e13) In lieu 0 sumdural panda or rigid ruling use puritan Maxhnum Bot Chase Forces Per Py Van)
it
Top emL6 SP Y2 b loosely brace deNa as solloart Chance TereComp
Be chord 2x4 SP Y1 Chard Spacm,lln 0c) Stuall Endte) F-E 426 -216
Webs 2x4 SP 43 TC 24 417 600
BC Lumber value set"13B'uses deli lues R O.W BCO
tl 11=2013 ALEC gn va AD 21 OC
Cunms emen asebove sbdowllbn Maximum Web Fomes Per Py(Ibq
approved b✓ a24-oc unless mown anemia above. Webs Tena.CampWebs Tean. Comp
Spatial Leads Adds]...I Norm B-F 335 -490 C-E 256 -151
—1Lumber Dur FaC=125 I PMIe DucFac.=135) The overall height of this truss exduding overusing is F-C M -4.51 D-E 59 -in
TC-From 54 DH al 4,1710 Sliest 300 2-612.
TC-From 54pea 300 to 54 pita 600
BC-Fmm 4pea 4.17 to 4PI a1 000 Top Chord overhangs)may 4 add tanned.
BG Fran 10 pita ODD to 10 pita 2.99
B6 From Spit& 2.99 to Spee 3.10
BC,From 10 pita 3,10to toped 6.00
TG 287 to Cane Load as 2 97
B 333 R Cmc.Lead M 299
BC- 431b Cone.Lord as 310
Real,Nores
(-')3 Dande requre special palming.Polarto
sealed plate(4m delete for apede onsitiodng
reguiremeMs.
Plate positions wander a 050 inch truss perlmder
edgedislaeea.
Wind
Wim load.and res0tiran based on MWFRS.
End wheals net mpoad to vend pressure.
NOTES:
f 1.mi.ww.aNnm.uma.m.lor.an b.ial.uon nae pa. mmaaec
..w.run.&m ire, Sllm,
mown off ba+nrv�aon.1.m..rmw
nerel Msm�dr"na� tan.&
cum
TO 2sir.Tx ki. � ,.T. m .e
W . dw.mm. am�w �blFb aCwP mw RwarE.pmw
mu �►
9reN, n p
7517 47453um . CroSuIre mJeui-111eFL aarBN�ep APEX
TYueHouse E W Bm w C.9S5Nron 1.WB 4s7 PE..l Some e
6]37] PIY:1 SEON:P0I01 T9l FIAT
SELLFRSRESIMNCE Gty: 1 FROM: ORW'.
T18 W 20,4Iba l ... 0112619
1'10"12 4'5"12 TO"12 94"12 12'2"12 14'9"12 100
1'10"12 29• 29" 2'r 2'T 2']" 1"16
--H0514(i) =4X8 =3X4 =3X4 -4X8 =110514(1)
A B C D E F G =3X4 H
T W14
_U4220.12
1 N si K J P
=10X12P9 =H1010(_) =4%0 =4X4 a/X8 =117010(") =ID 12(")
3'2"4 2'r 2'r 2'7• 2T 32"4
3'2"4 5'9"4 84"4 10'11.4 13:814 18'8"8
Loatlin9 CrlleNa bee Wlnd Cribda Sri—Criteria(Pa",E Pan Mims Cr da A Maximum Reactions JIM)
TOLL: MOO Wind Std: ASCE]-10 PIT:M CI'NA CAT:W PP Del D .io lac Udall LAO Lm R 1U /Rat 1 Rh /RL /W
TCDL TW Speed: 130 mph Ph.NA Ce:M VER7LL7( :5OM2L 358 240 0 25M /3301 I- /- n- 18.0
BOLL: 0.00 EMosure:Closed Lu:NA Ca:Nk VERTITL7:-063)L 314 200 P 2013 136M I- I- 1- 160
BCDL 5.W Risk Calegoy 11 Snow Duration:NA HORZ(LL):-0AWI - - Wia mxame Mesa on MWFRS
Des LLL 3200 EKP'.0 HORZ(iL):-01131 - - O Min SMWdr Req= 2.6
NCBCLL-f000-" ' Mese"eght:23.561- Ceder IMM Criteria, Creepfectm 1.6 P Min B,VAM Reals 2.8
SaIOt 2.0 TCM 42 peri BMg Cade: FSC 2014 RES Max TCCSI: 0.768 Bearing.O3PamedYdsudam.
toad Duretim:125 BCDL:3.0 ass TPI S 1 2001 Max BC CSI: 0965 Maximum Top Chord Forces Pp Pty pba)
Seaarg'.240" MWFRS Parallel Carl:O to h2 Rap Factors Used:No Max Web CSI:0.956 Maximrds Teo C Chord
mp, Chorda Tens.Com,
.
CBC Diss a:300N FTIRT:30(oy10(0) Mfg Sperned Cambec
GCq:019 Plek Typds): A-B ITS -140 E-F 11591 -3773
Wind Ndatian:160 WAVE,HS VIEW Ver:16,02.01,1215.13 B-C 8242-61Q F-G 622 -6001
Lumber Platin,Not. C-D 11MI -0911 G-H 218 -151
D-E 1259-WIN
Value Set:138 Effeedide 6/112013) (1)-plate so maMad mre moral using
Tap chord 2W SP SS Career Fabrication Texamee. O degrees Rotational Maximum Bal Clrartl Formas Per Ib
Ba chord 2x6 SP SS Dense Taerame,manor zero PasNanirg Tcteanco. Ply JIM)
Websa4SPn:W1.W142x05P#I (--)4p1ae(s)requirespeaaperi4miry.Release Chords Terls.Conp. Chorda Tena. Comp.
Lumber value ad'IW uses design values scaled pee dot deals fmspela parromrrg O-N 31151 -4921 L-K 92M-IM61
apVm,m1c1UN13l,ALSC rryuirements. N-M 75131012 K-J ] -AR
Plate positions consider a 0.50 inch truss remainder M-L 935 Co%S J-1 3961 -492
Special Loads ad,e akens ce.
—(Lumber Dur Fm=1.251 Pigs Dur Fx=1.25) Maximum Web Forces Per Pty(lbs)
BOm Fra202prcal 0MW 282 pita 14.72 Purlins Webs Tem.CDmp. Webe Tam. Cane.
BC-From Writer 14,72ro 10pMa 1671 In lieu of structural panels of figind ceiling use Wam,
BC-5431E CDnc Lead A 1.10 W lalevlly brace chards as fella: A-0 1% -112 L-E 649 -]S
BG 5451E Cmc Leat a 3.10,440 CMN Spiel be) 61adil) Emir) 0-8 5110-4W3 E-K 6W -659
0G-951E C0rIc.Lwtla 561 TC 24 000 16]1 B-N 3P@-4259 K-F 1086 -"1BG-5741b Com.Leada7 BC 24 0.00 16]1 N-C 2415-1006 F-J MQ _1957
BC-_W7Ib Co. Loader 9.61 Apply auxins alp any Mods aEave err below plan C-M 990-2259 J-G 31M -426
B4-513 Is Car.Lead at 11,72 at24"OC unless shwm dherwise aMve.
BC--5331b Co .Load ne 1372 The TC OI Nis Wu shall Mbrxed with adehad M-D 616 -SM G-1 5371 -3655
PLA 5431b Cmc Laalat(1.10,22.10) apace a 24"min Ir.m structural material, D-L 611 -550 H-I 199 -131
PLA SIS It,Cmc Load at(3.10,22.10),14402210)
PIA 5351E CmC Load at(5 01,22.10) DpBaa3on
PLB 5741E Cmc.Lead at(78122.10)
PL& 5071b Cmc Lead at f 9 81,=.10) Mex JT VERT DEFL.LL:-0.58'OL:0.291 See ddail
PL& 5131E Cmc.Lead at(117222.10) DEFLCAMB1014 for camber remmmeaartons.
PL& 5331E Cmc.Load at(13 72.22.10) Provitle for adequate dranage of mot.
PL&10261E Co .Lead al(15 72r22 10)
Aessm Hetero
Ward Tress must beinstalled
oftheIsheenwithg M0Ngi
up
Wierloads old reactions Maeda MWFRS. The oeerall bright of the lrvss eetludinB averhanB is
NOTES:
f1.Tre d-11 is ind streams all lw lneribeen mbnel manuo a amna narsethis lass ba 's nnar'de 6l-m
N W 4 b uwd In myultlbn.m Ilw attl111e W w plana 4unB MlatalArvr
TH2Are.TMMWls.someua name—rd 4I JY Mal ledmbW lm MMa Caeratim Fod.Smarser
R Buaeue xo.1.7-11.S dm Park court.Sulu xcs,Jedr—re,FL].. sai,iol%ob
TrueHouse Echo on P mwm � o se Pw�l ate m
APEX
5]377Ry:1 SEBN:1]83)/TO 111
SELLERS RESIDENCE Oty1 FROM: ORW:
T17 E.S1ba
1'94 + 4'1"4 1 2ra6'S'4
�� 2rarr
^1113X4 =4X5 =3X4 =4X5 1113X1
T 1 B C D W6
1 22'0'•12
37 1 FJ--'7=4X5 =�5
1114X10(••) 1114X1o(•e)
2'1r'a 2'a' til "4
2'11"4 5'3"4 6'2"8
Loading Cdtarl"ms, Wind CdlMa Snow Criteria(Pp,PI In PSP) OWCSt Cdloda ♦Masimum .
Rctlonapbe)
TCLL: 2000 Wind Std: ASCE 7-10 Pg:NA CC NA CAT:W PP DMedion in 1.61/.8 Lm Loc R IU IR., I Rh 1 RL 1W
TCDL, 7.00 Speed: 13D mph Is:NA Ce:NA VERT(LL):-0.951 C 999 240 1 1831 11674 /- 1- I- /5.5
BCLL: 000 Enslosum:Closed LY:NA Cs:NA VERT(TL): 0.074 C 999180 J 13M /10641- I- I- /8.0
BCDL SO Risk Cartel 11 S.Dunton:NA HORZ(LL):-0.015A - - Windm Pions Oasetl on MWFRS
0.Ld3].00 UP:C H0RZtTLk 0O A - - I Min BM Wimh Rap= 22
NCBC11 low Mean HeigM:24.06 It Cada/MMccui la Creep Fad.r.1.5 J Min Brg Wtllh Raq= 1.5
SMB[ 2,00 TCDL:4.2 Of Bldg Cods:FEC 2014 RES Must 0.495 Bearings l B J are a rigid surface.
LSsd Dumgan:1.25 ECDL:3.D paf TPI Std 2007 MUBCCSI: 0,957
Spaarm:24.9' MWFRS Parallel psi:0 to 012 Rep Facers Used Yea MUWeb CSI:0.492 Maximum Top Chord Forces Per Pty pea)
C&CDist8:3000 FLIRT:3D(ONtgo) Mlg Spandad Cembm: Cholla Turn Comp, Clewed, To.. Conp.
GCpi:0.18 Plane Typem): A-B IN -107 C-D 2OJ5 -2421
Wind Dumti0n:1.60 WAVE VIEW Ver-16 02,01.1215.13 B-C N94-2613 D-E M -90
Lumbm Wdins
Value Sen:138 IEfletliw 61112913) In lieu of structural panels or red ceilitq use purins Maximum
BOl Chose!Fare.Per Py pea)
Top come!614 SP M2 M lineally brace chores as follows: CMN. Tena Camp. CMN& Tare.Camp.
But Mmtl NO SP 92 CMN Spacing(inac) Starlit) Emle) 1-H 1584-1471 G-F 1553 -12%
Webs 2x4 SP a3 W1.WS 2s8 SP 01: TC 24 -Ona 760 M-G 2585-2213
LumbervaluesN'938 usead.i n aluea BC 55 amo 760
approved 1/002013 W ALSC g at24-OCurooanydmNsaWva Orbdaahlbrs
ane TOC unMas eM1oxo dM1ewise ebmm. Makmum Web Fm. Par Week
T
SpaalL.dp The TC Of this im.shall be brextl xrih MBCM1etl Well Tena.Comp. Well Tere. Comp.
—(Lumber Dur Fac=1351 Pulse Our Fac=1.25) epansat 2C 0 in lieu of nmauml Meab., A4 m -70 C-G 217 -221
TC-FranUpNan D.90to Baptist 0.21 I-8 1589-ISM G-D 129 -foie
BGFmm 10ppm ODD 10 10pXat 021 B-H 1M-114 D-F man) _1 %
BG 10251b C.m Loadot 086 H-C 39 -113 E-F 52 -60
BG 533 M Coc.Load at 286
BC- 5131b C0nc.L0eda1086
BG 5341b Cor¢.Loatl el b])
Pl No en
(")2 pates)nature apeael pasNanIN Rather m
scaled plot.p of details for spedel poshioung
requirement&.
Plate positions onseder a DS0 inch No.permitter
edge Prince.
Wind
Wind loads and reorders;based on MWFRS.
Additional N0W
Time most be installed as si aan with top cMN up.
Th.0wmll height of Dun,Wee.duding O'mmang is
1-6-0.
NOTES:
f 1.]Nedmnnp lS nM aurrnuxnl a—tor hooPtian. Fi"Nossms xmnWMie Ills Wss—o,Ihouse BC511-03,
mwa MusedIn rcniundso.s0hmeontb ooWaS plW'rrimainson ginatlNdor.
TH 2APax TeNmlam is a masons nme owned In,Jm spex TWrobgy In,.Rome Copoeon Funds Enpinear
2utircee No.]s47.474s Sass u.Cost sure 402 JnGamM.,R 37YN-..1 sols
MW&GKaxlo kll .klhey 56501 PE
Mures/ JPE.SEFwnaM
APEX
TrueHouse PE W.fire% PE No.S&514 PE No.]t4s] PE No.80407
67377 %ya SEgia]4]a IT421HIPS
SELLERS RESIDENCE Oy: 1 FROM: GRW:
T18 Wg1:35]01W Pagel d2 l ... 0128/17
�4"
TZlll
1114�0 Tt'S 10V' 1211. 1151831810' 21V'01P1' 28 234' 320- 34'9'43'8"3404' 4]'1VI2
iR�B Y11' 211 Ttt Tlt Ytt 28.1 TB'6 YB'6 2'BY TC1 TB'1 Y8'1 2'ff] TTB
12
13X:-'1 %14x�6X817 110%01 ) am :6X0 r1M ^s1rc1m %8("1>•8X8 83X4('0
a6%0
N q B C D E F G H I J K L M N O P G R 5
1 1 'in
AI A PH AS AF AS PD AC PB OA 2 Y X W V U T
=6X0
14X1017, -H1D10i mBXin a4X4sV(8 mi m5M Muffin
OUT ]9-12-j
�11�T. 2-11'4 2.11 2'11 Ttt•4 Y1f7 Y81g [_2'4-41 2815 2'81j TC 15 281 T5"10 1-H
(-4T 1T � INI 18P� 13 16 1fr1' 214 �p RS)4 03Tg N'8 -7T33 988 4]7'14 4W1P2
-Ttp10 1- 1--4.5.4
r5•t1i z4.1 zPa
Lasfia"Crkeria(pall WIndCMerla SnaO Credda(Po.%in PS% D $1 Credits AMaximum Ras ons(led)
TCLL'. 20.00 Wind Std: ASCE7-10 Pg:NA Ct NA CAT:: PP Deduction in had
Udell L18 Lac R IU IRO IRh IRL IW
TCDL: 7.00 Speer. 130 mph of NA Ce:NA VERT(LL): 0.5201 923 480 AJ 3102 /1030 /- I- I- I6D
BCLL: 0.00 premium:Closed Lu:NA Ca:NA VERTITLI: 1.00D 1 400 400 U 2661 1013 1- 1- I- 18.0
BCOL: 5.00 Rise Cakgpar,11 Same Oure n:NA HORZ(LL): 0.0]4V - - T 211 1]]8 140 I- 1- I-
Des Ld. 32 W EXP:C HORZ(TL):0.142 V - - Wind member breed on MWFRS
NCBCLL:17W Mee F' gM:'ISOft- CodelBlMefdbds -GreepP .1.5- M .Min 0,Wrtltb Reg= 3.2-
Son1'. 200 TCDL 4.2 pd Bldg Cada:FBC AI4 RES Mas TCCSI: 0.518 U Min Bq Wdm Req= 2.]
Load Durelion:135 BCDL:3 0 Of TPI Shoo 2007 Ma<BC CSI: deals T Min Brg WImh Req= -
Spacrg:240' MFRS Parma DO,O b N2 Rep Fatless Usel Yes MV Web CSI:0.987 Bearings AJ B U require a sad pale.
CBC Did a:4.79It FTIRT:MD)11 NO) Mfg Sp rdfied Camber,
GCp:D.18 Plate Tyons): Maximum Top Chord Fomes Per Ply(Ibe)
Wind Duration 160 WAVE.HIS VIEW Vec 16.02.01,1215.13 Chorda Teml.Comp, Chortle Tena, Cam,
Lumber PudirM
5138
Value Sel 13B(Effecflve6112013) In lieu d structural pends or died cekng use purfina A-B 5 -2 J-K 16M -3MM
W laterally brew tlmrtls as folloxe: B-C 4 -12 K-L 1271 -668
Top chord 2z6 SP SS Dmee C-D 132.3038 L-M 9M -uni
For chord 2z8 SP SS Den¢ Chord Sparing(in w) SMd(fll Egtllfl) D-E 1132.3954 M-N 589 -1811
Webs 2x4 SP W32 2x4 SP M2: TC 24 4.17 52.33
BD 51 0.00 4790 E-F 1481 -4918 N-0 101 -S2
Lumber value set'138'um deragn values Appy pubis to my church above Or Labe fillers F-G 17M.5558 O-P 1719 -512
ap,.d 113=013 by ALSO at 24'OC unless under oNerMse above. G-H 1814-5838 P-D 3601 -1152
H-1 1821 -SON O-R 35 -14
Bracing Wind 1-J 17R-55M R-S 5 -2
(a)Canorous lateral redreiM equally spaced on Wind roxtls and Vernons based an MWFRS.
ember. End reNtals rest expoead to xiM pressure. Maximum But Chord FoKOa Par Ply(lbs)
Special Loads son Chance Tere Comp. Chord. Tens, Coma.
oateTVE
-(Lumber Duo Fee=1351 Flee Our Fac=118, Max JTVERTDEFL: 002'DL 051' Saed,a9 ALAI SS38 -09 ABPA 4675 -1491
TG From Se pBd d.i]to 54p8al 10.83 OEFLCAMB10t4 rot combm recommentlelions. ALAR 3830-1096 AA-Z 4875 -1491
TG From 54 pial 18.83 to 54 Of0 2233 Pmvidefw Mequde tlrdn gedmd. AH-AG 482-1459 Z-Y 39]0 -1248
TG From 54 p8al 2 ,17to 54 plat 52.33 AGAF 551]-1(93 Y-X 2908 -939
BC-From 0PIT at 0Who 4ptd 000 AtltlMonal Holx AF-AE 5031 -1813 X-WW-V 1%9 -517
BC-pread1. tO ped et O.Oato tO OladfA 4790 AE-AD Sale-1&0 W-V U4 -116
BC-From 4p8 a1 4].60M 4pMd 52.33 Negative requiress)dl pand comaAX rremaax Maximum
AC-AC 5 -1]MI V-U w -1919
BC-t8001b Cmc.Lasdd 140 batlcasetoon require upiX wnrretlim.See Metlmum
Rmtlions. AGAR 5236.1685 U-T ID81 -313]
Funding Notes WARNING:Furnish a espy dthry GAG tome
All plates are JX4 ezwp as nded. installation commerce,Special core mud W taken Maximum Web Foreas Far Ply(HIM
P—)10 Ampts)require rascal poeilicnin,Refer to duarghandling,shipping and treatment,trusses. Webs Tena.Comp. Weed Tma. Comp.
scaled late a details far sped,poa8ionin Sea WARNING'-in belox.
plate
g The over height d this buss excluding h AJ-C 303 -8)I A6K Ear -19a
PlaPlate pop ?4-12. g 9over erg is AJ-C 81z-3315 K-AA 66 0
edge distance
madera0S0irM truss perimNx TV CMN ovrmin ( )may be land tmnmed. CAI 2539 /938 K-Z 2M -913
etlge 9s AI-D 662 -10 7-L Oil -180
0 A 852 -19)1, L-Y 361 -1134
(J)Hap ySup E-AG KQ, -138 Y-M 769 1206
(J)HapHanger Suppwl Requiretl.by abate E-AG 433 -131 M-X 448 _1406
AGF 253 -T6 X-N 9P3
NOTES:
/f� r]N:amAyNntMadam dme mr yousim. MCMrellnsNeMnr axVdgV the wee bx1i--SCO
1m.
WWn MieMm mervern.+mme ertAilenura phroa-a reveson.
TH 2.Apev TxhMWyis a fol name owned by Jm Apea Tatltmbay lnc.Porch CUWrason RmN Eadmay
Imaloys No.]641-414'Samen PSA COW,sun wz Acard mra R 3zzz4.you B21.Bed
rjaaa APEX
ylueHouse MaAmIGKwbaetl Jalbey PAma- Derek BlMnay JaOgNYU E ROMOM
PE NO.E061a PE.53644 PE No.7107 PE NO.BMa9
673A PIy.1 SEON:1]OeIT/2/HIPS
SELLERS RESIOENDE qy; t FROM: DRW:
T18 WpC05TO 18s Pge2d2 I ... O12 17
FAF 2B W N-W 553 -17U
AF-G 198 -3]0 W-0 1120 -332
GAE 151 -38 O-V 606 -2183
AE-H 117 -105 V-P As -351
HAD 65 -156 P-U 713 4184
A0.1 299 -70. U-O M -t284
IAC 6 -Zil O-T 30.95 - We
AGJ 299 -109 R-T 235 -50]
JAB 138 -985
NO1E6:
N)
vmea�awbvleow wl5a.m a_.m.bwllaboo.n o-�mwnln mlewea erma maw.ecsnm.
YnJO b I�u01n wlulNan xM tle artAileclwal Olana fJumq nSallwbn.
) ,AP W 7549,;e,r . o ae4W.jaca ww.FL3 w., Ul wb R Ea91_.
B�.o.ae w.]sn-a]as soma p.m com,aneam.Jael�aw�wM.a 9222a.ma.aztuao
Mltll_IGMmbnY+ ppmeem pMBMwry PE
NoineE PONanE
rueHouse PE No
fi0Al0 PEPE NoNo 50.51e PE pE Na]N$] PE No U. APEX
67377 Ply:I SEON.17419 I T48 l HIPS
SELLERS RESIDENCE Oty: 1 FROM: DRW:
T19 Wgt.310.11the I ... 01I26N7
5757 174 114"1 2T)"8 28109 31'1'4 3p8'11 98'SY
s'S'/ 3'3'13 1 474 + ]'J' + i]' + 1'3'12 + 173 + i'1 V3
2
'yR..)
.2a 12 a. ecoo 0. e3%d,") aullOIr ) --4X&n
(I)
�Y+ A B C O E F G H (9) J FN
T1 m I-a1d
5 R G P O N M T L N
e3X6' ) sural .SC, ralel +4912(^) ex. eHS,10l
39'39i 79'12--1
SG') 571 ]9R 471 ]B
IY3 "3
s'U') 1V1' Te"9 ssr1's'9 F n]R + JI1'3re + 31. 3010'12+ ae'S'4
L-dirg Crbaria IRO Wind Cmeria Be.clufl.(P9%N PSP) Defaced cr da ♦aselmum Raactione QbF)
TCLL: 20.00 a intl Sd: ASCE]-10 Pg:NA G:NA CAT:W PP DaOedMe In laid Odd, IA Luc R I O I Rw rids I RL IW
TCDL: 7.00 Swed 130 mPh R:NA CO:NA VERT(Ly: 06920 947480 S 1105 /291 14321- 112 I-
BCIL: BOB) Eadmi Closed Lu:NA Ca:NA VERT(T-): 0.%30 409 466 T 2346 /367 19091- 1- I60
BCDL 603 Rark Cdegm, 11 Sow 0oodul NA HORZILL):MISA - K 302 1619 1151 /- /- I-
DesLU: 32.00 EXP:C HDRZ(TL):OAO6A - - Wind reactions based on MFRS
NCBCtL:10.00" 'Mean Hegl69600A-- Catleialba Croda- Gmep Feetea t5- S Min Bog YWMIM1ROqir
SOIEe: 200 TCDL:42 pet Bldg Code: FBC 2014 RES Mat TC CS1: 0109 T Min By Width Req= 24
Load Dumtlw:1.25 BCDL In Per TPI SM:200 Mat BC CSI: 0 995 K Min Brg WMIh Req= -
MWFRSParallelDig:hto¢h R Facture Law:Yes Modifi CSI:0994 Beating T mormad surface sume0
$padPg:248' CBC Dig a:4,64 ft F RT:30(OYIO(0) Mfg SpadkdI Camber: BeeringT mquiresased pale.
GCO:OAS Plae Type(s) Maximum Top Chad Fomn Per Pty ate!)
WPM Duraliom 1.80 WAVE,HE VIEW V.,160201.1215.13 Chaps Tens.Car, Calms, Tern.Camp.
Lumber Hangar l Ties
A-B 1257-2816 F-G IMO .=Value Set:13B(Egective612013) (J)Roger Supped Required,by Donn
B-C -J Z!]3-4915 G-H 449 -159
Gh MOB
Topro2x6 SP SS Dense Wind C-D 2210-4951 -1219
But cannot 2x6$3 SS Donee Wind AID-4555 I-J 5 0
Webs 21453 se Mai oo mercer des setl[n MWFR$vnlh sldPowW C6C E-F 2(120-<sss
Lumbervalue6013 by, uses devgn vdues nnmbal o
appmretl lYJO'2013 by,ALSO EM veNwle rad exposed to wintl prawm. Maalmum But Chord Forcers Par Pty llbe)
Bracing Deduction Cads TeraZia p. CMM. Tena. Comp.
(al Continuous lateral raghaid equdly spaced on Max JT VERT DEFL:LL:049'DL:0.56".See debt S-R 15 -7 O-N 2452 -1091
ember. DEFLCAMB1014t«®mAOrrtwmmentlaAons. R-D 2963-13a N-M 214 -290
Providelaradequatedralmgedmoy. 0-P 4181 -1996 M-L 1124 -2537
Plating Notes P-0 49!8-2105 L-K 14 -Z
All FAaes are AXIO except as noted. Additional Wb
(I)-plates so marked were sued using 0% Ne2ame merchants)of-61 W MAX.from a mrFvind Maaimnd Web Femme Per Ply llbe)
FabncaEon Tdemnw, Otlegrees Romtional Ioad coed requires uplift wnmactian.See Marmara Wates Tens.Comp, Weal Tens, Comp.
Tole2na,andtd zem Positioning Tolerance. Readiare.
1–)9platels)regldm special positioning.Rdet to WARNING:ForminamPydtha DWGtotbe A-S 549-1061 O-F 2249 -951
paled gam plot detel.for spend Maranning installation dommgar.Spttial®m mug be taken A-R R56-13D3 F-N 453 -BBI
requimmems. dunnghandlirg,ShWiMaMinsYdIa dtmsaea. R-B 4M -BH N-G 2520 .1113
Plain positionacmvdera0.50 itch Wsa perimder See WARNING'note below. B-0 1506 -681 G-M 5N -1161
m
edge diaance. Protide for mgde drainage o0 rwf. O-C 24] -493 M-H 2&8 -1162
The Dwrall yeal of this truss excluding mmmang is C-P 505 -230 H-L 734 -1617
Pudlns 2ii. P-D 126 -194 L-1 1257 -R@
In Ileo of strudund parms or ngld ceiling use purlins Top CMM maeMang(Q may be add NmmW. 0-0 238 -691 I-K 610 -265
to laterally this.Goods as follem. E-O PA -At
Chad Saudi did) Somory) El
TC 24 0.00 50.07
Be 63 000 4644
Apply pi W any dpds gave or bdOw fillers
at 24'Be unless shore dMrvme abi
NOTES:
'� 1.174 pam01a nM suMceM amolw Mumaron M am3lanuctima addurd.Ylrq Nig Was armed .ad.3C51III
yrveJ y are In aml+erer^I mN IM enAitedaal dam Ewing ess lffim.
TH3.Peer Tee�mbm;,aRtldws mmeexnM b7 JmAW TetlrMe9YIK.FLM.CUWatim. reamers—
) egNrm..w.n,) 4)4sswm PaxcmA ail.,Oz.Jadwnwl.,anzz4-s3,.ezrs26D
APEX
TrueHouse sdri G HMil YInyPMleem M .W
Ce6Mus, IM.—
PE No.94s19 PE Na.aga, PE ad,7m] PE No.DX99
67377 Fly:1 BEON:174UMS I HIPS
SELLERS RESIDENCE ON, FROM: IXiW:
T20 Wg1:3 JIM l ... 01M17
8'10• 1J'd9 198'13 Ys'a'1J 27'P12 J1'1tl9 35' 34r,z da'S"d
e'tm a"a a4s I a' w �dr,z he
'�' ],oa
=6pir) On I:4x4 a. bard -1X5 a. vaxe .Htual-) s4XC1-)
A (e) B C 0 E F G H J x
W2
1�,9
U T $ 2 O P O N V U No L
113X611 -010 aaw -010 ax" w5X7 1111031q-)
j TS12�
6" "a 64^s 41st 41st aro 3110 341 71
ar j trr 19rs z3",J 2Bu•4 Jz1e as9'2� 3e',va 46"4 •F°5"°�
Lcedrq CrMerb lm0 Midland CHleHa SIWW Crda(pe No P6F) O W(hHI9Ha A Maximum Reactl0ns(Ibs)
TCLL 20.00 WingSid ASCE7-10 Pg:NA CL NA CAT NA PP Depetlion in Iac Utlefi U6 Loc R IU IRw III IRL IW
TCDL: 700 Speed 1W.0 PINA Ca:NA VERT(LQ: 0.491R 9494W U 1091131 ]4261- ill I-
BCU 000 Endomm Closed LV IlA Ca NIA VERT(TL): 0.952 R 489 486 V 2437 1499 1941 I- I- ISO
BCDL 500 Risk Caegmy 11 Sow Ouraa0:NA HORZ(LLL 0.048A - - L 2]4 1693 11]0 ]- ]- I-
DelLO 32.00 EXP:D Z(TL):HOR0.093 A - - Wild kingdom homand ddom FRS
NCKUL,1000 Mean Height:1500 it COMI mi.CMMa Cmep FBgtf.1.5 U Min Br,Wil Req=
says 2.00 TCD-'.4 2 W BMB(Code: FBC 2014 RES Max T6 C51: SAM V Min BIg Wdtb Req= 2.5
Lead Deau00:125 SCDL:3.01st TPI SM:2007 Max BC CSI: 11.960 L Min Br,lWa i Req= -
Spss24.0MWFRS Parellal Die:If to 211 Res Farmers Use! Yes Max Web CSI 085] Bunn,Vas m ngld solace.
CBC Dist a:4.64 It FTIRT:30(01110(0) Mfg Speefied Camber: Bearing V requires a used pale,
GOP:0,18 Plate Typists): Maximum Top CBgrtl Fomes Per Ply ribs)
Wall Dorgan 1.60 WAVE,HE VIEWVe[160201.121513 CbOMs Ton Comp. CIwNs Tens.Comp.
Lumber Wnd
Value Sat l3BNSINedivI&M013) Who loads baud on MWFRS Will adtlbionel CBC A-B 1473-3342 F-G 1291 -2�3
To pad 2x6 SP 5S Consist mmardesilt B-C 20M-id 4]32 G-H 415 -119°
Brat tlgrtl 2x6 SP SS Dense End nN®la not expase6 t0 wind pesaure. O_D 1831 -41M I-J 10U -396
61
Webs 2x4 SP as W2 2x4 SP Q, E RON -41M -J 3[&5 -130
Lumbervaluesat 13 by LECtlealBn nine
Oandan E-F tB31 -41]6 J-K 5 0
approval 113012013 by ALSC Max JTVERTOERr LLQe9.DL,O54'l SudNeil Maximum But Chw Forces Per Ply Ill
Braai PEmNtle��161mr ceirmita mmentlatlmne. Chords TersCO
rg equate drairege Nra0( nM. Cads Tem. Comp.
(a)Continuous lamed!lesmand egnlly epaet On Additional Nobs U-T a -11 P-O iZl6 -5S
ember T-S 34U-15M 0-N JZ! -BB2
Ne2aive reaeion(s)o1-69U MAX.from a surreal S-R 4)0-2111 N-M 120.9 -2549
PWng NWn Ions ca se requires upM exammoion.See Norman R-
Allplalesare8X8(-')siesta as round Reactions. 0 v -1334 M-L 15 -93
(•-)9 deal require special psenamoe, RNeto WARNING:Furnish a miry,of this DWG to the
scala plate plat details Nor special promising Installation mmmrmr,Special care must be taken Managing Web Forced,Par Ply JIM)
regerenems_ al handfirg,sl5ppin9 modmslallaim of trusses, Webs Tens Cam Wea Tel Cam ,
Sam WARNING"nate balaw. p P
Plate products consider a OSD Inch house Perimeter reppfor orcpn ale
edge distance. pp eliminate Irod. A-U 501 -1039 F-P 382 -714
TM moral height of Mia truss exdWing onTmng is A-T 3409-1499 P-G te40 -]A
Purins 2-3-12, T-B 415 -]8] G-0 AM -1@t
In lieu of proofing penes or rgid ceiling use prune Top CMN onfitim,$)may be field trimmed S-S 1310 -SS9 0-H 2154 -@B
t0 bleralry Man chat as(plows: S-C 188 -Z]8 H-N 545 -1197
Chord SPuinB(n cc) Sbd(0) Evil C-R 236 -163 N-I M17 -gM
TC 24 000 50.87 R-D 142 -17 LM AS -,622
BC 59 O,W 46.°4 D-0 361 -908 M-J 1393 -3119
Apply puriro to any cOmN gave or bNmw fi!!m E-0 110 -169 J-L MI -259
M24"OC unless,smarn dMrvue,all 0-F IM -5%
Narien I Tes
1J)Hanger Supped Required,by olMrs
NOTES:
N)
IIts dram q is nM sulcsof Ywa foram lane. wpnW1MIN Nis We erxAry.IMub Big 1.03,
hour,.used n I.I.xlln dna gtl 1.1 plus it..,nsWYlon,
Tgi 3 A,TeWokoa sahatlmtensrun.taw lex Max Tamooks,lnc.Flwga Corporator, rNall EMNear �-
6vewNoTI I-sPusomanPa.mom.inned..laa4mrnal.,111.d-elN.90Ls2(q APEX
Truea� �a a tfoglassMSFI bMey 5eI hreMB Murry Jooal aboas vau10
House PE No.GOWO PE Nr.585dd PE NO.71457 Ff M.B0d93 ',
6]37] Ry1 SEON:174411 T,3 I HIPS
SELLERS RESIDENCE Cy: 1 FROM: DRN:
T21 Wit:316.4 be I ... 11111.17
S'ttl 11•+"6 15'111 2tlJ"15 2fCt2 2P32 33'1"9 30B'R 46'SV
el" sTe—i 4'sre 4•x"13 X42 + 4'. 41m ~ Z + r�
025 las .mi(6 .3X4 00x4 .0x91') =3X9 =ato x,101,,)se e I
(0
A B C 0 E F G X J N
1 nom '
10
U T 9 R 0 P O N V (a) L
=4<10 .4X5 s111010i ar. .3X9 .90(12f-1 supe 1 =axe krv0310(1
3'9re } TP'12�
s's 5'e I 4•es 4an 4'e9 +e't4 4"12 ]e'e
sr 1rr u'!re z"T15 zs"+2 2Prz31"12 k sera
Leading Crial IIM Wind Criteria Snew Crlterla(po rem ISH De111CSl CriMda ♦Maxknum Recibns(Ms)
TCLL: 2000 Wind Sim: ASCE]-10 Fig pus Ct NA CAT:NA PP DaneNm M No UdiaR LAI LwR IU IRw IRK IRL IW
TCDL: ]AO Speed: 130 mph RNA, Ce:NA VERT(LL): 0.501 E 93 400 0 1093 131 1427 1- 110 1-
WILL: 0.00 Endioure'.Geaetl Lb NA Ca:NA VERT(]L): 0.971 E 400 400 V 122 111 1935 1- 1. 18.0
BCOLr. 500 Risk Category:Il Snow Common'.NA HORZ(LQ: 0054A - - L 219 1682 11]11- 1- 1-
Due Lot 32.00 UP:0 HORZ(TLy 0.104A - - Wind saxflotn based on MWFRS
NCBCLi'10.00. MaenHeSM:150011- GOdm/MMe Ceteris crex peCa51.5.. U MinJIrgWCmRMis - . -
Send 2 W TCDL:4.2 per Bldg Code:FBC W14 RES Max TC CSI: 0434 V Min Bm Width Rel= 2A
092
Lead Du mebut 125 SCOL:3 0 pd TPI Sol 200) MexBC CSI: 0.996 L MN erg WiMM1 Rw -
MWFRSPound Did:hto2h Re Fatless Web CSI
Issel Yes Me : 5 Beading Viatires pastures
s
Sadrg'.240" CBC Did a:s.9411 FTRT:30(DV10(D) Mfg SpeofieJ Camber Bearing Vregmrea went onplate.
p
GCR:0.10 Plate Typela): Maximum Top Chwd Forces Per Py lids)
Wind Duration:160 WAVE.HIS VIEVIVen 16.112.01.1215.13 CM1otda Tena Comp. Chums Tens, Comp,
Lumbar Hang.I Tia
A-B1311 -441 F-G 1 104]15 -3973
Value Se:13B IErtetlie(/1I3013) (J)Hanger Support Required.by causescausesa-C 19A-4466 G-H ] -ZX1
Top Urom 2X6 SP IS Dense Wind C-D WS-5029 H-1 384 -260
Bid mord 2x6 SP IS Games D-E 2112-4892 I.J 319 -1310
Webs 2,4 SP X3 W2.W1614 SP 02: What loads baed on~RS MN atltlh'mnd CBC E-F 2122-40@ J-K 5 0
Lumber value sat"13W uses design values member design.
aeproved 113MOl 3 by ALSO End veNUle.mauled to xint prswre. Maximum BPL Chem Forces Par Phi(Ibe)
Spacing DegwOon Chem. Tena Comp. Chows Tans. Camp.
(a)Continuous Intense normal equally oppose en Mss JT VERT OEFL:LL:0.50'DL:056'.See detail U-T 17 -9 P-O 2501 -1101
member. DEFLCAMB10141or wmbmnwmmRMatiane. T-5 M-13074 0-N 401 -12
Provitlefw adwluae tlpainaged rsml s-R 451-19W N-M 1204 -2J11
Pending Notes R-0 563-2221 M-L 15 -3
All plass are 3X0(--)except as noted. Additional Notes 0-P 4081-1746
(1)-pintas as marked were an.using M NpaSvereaNan(Nof-IoMMAX.fromanon-imm!
Fehncabon Tdmanw. O degrees Rotational lead case requites upifl romances Ses Maximum Maximum Web Force Par Py(Ibai
Reactions.
1-)9 pleats)regeeli Possion14 Tdm.Roy Wena Tem Comp. Webs Tens. Comp.
P')9!plad potcleeaforspe iitianixib Referto WARNING:Femora SpY0lihis DWGtO Me
re,areetplattleMilsfor special ws8'wnitg during anwgshippnadalrapamust betaken A-U tiro-1018 F-P 199 -591
Imuirementa. San`1M1RRNIN shipping and installation dlrusus. A-T 300]-131 P-G 1605 -901
SeedeforbNG"ride beow. T-B 4S -612 G-O 432 -001
Pldeplelice.wnvtlere O50 incM1 irvsa pedimdty Prmitle far wmhae@aitwas Wmd. S-B = -616 O-H 2421 -11133
edge tlalama.
The overap M1egM1t of this Wss eztludin9 overhang is 5-C 251 -351 H-N 533 -113
Purlins 2-3i. C-R 546 -223 IN-I-M 231 -1288
In lieu d structural patlels or night refiling use podirs Top Circus or:mang(s)may be field normal R-D 117 -1R M- 13 -1639
to ldmally brace chords chorda as fdlm: D-D 13 -335 J-L 469 -151
1S9 -3049
Chem Spabug(in w) Shallot)) Exam) E-0 ti -See
TC 24 000 50.07
0-F tam -399
BC 60 0.00 4644
Apply Purlins to any dome above or braces 911.
at 2,TOCunless sKmrn dheiwfise above.
NOTES:
S1.aTdMeereataxesdhfiewournamerldmmeMmelaM%mnq. ars oenm mirearc.-luetn
TH a.
.ramPenrna mien ww dtem�0,�mme earl w3
2ApexTwonsupyna.—mor.-1.or uke IiI ledsomple fix m tuwPapas HamaEnpram �►�
a,drew xo.7w-4]4s Sutlon Pae uw,smu4m,xow� ,FL32224.em4.exl paw
MiN"G NerMvk Jemey P 4mewn CcekeMutry "sure ERmNno
APEX
TrueHouse WR8 bli. ark PE No 71457 PE xa.a..
67377 py:1 SEDN:1]45]/TMI HIPS
SELLERS RESIDENCE Ory: t FROM: DRAW
T22 �� ''Q G' WgL327.311 Pape t d2 I ... 01IM17
26-4
1R0 ]'1'17 i<'11t TY3�1 2791 1' 23'15 53�'T' 7' 074
74 3344
025 12
13x-1'1�IX1 se"S oe%15.1 =I4a1%4a4X5ar5X5 adX& ®a%BI•Y
0%8 a8%10
q B C D E F G H I J K L M N O P 0 R S T U (al V W
1 y10
AR AO AP AO ON AM PL AK N N WI AS OF AE qp qC AB M Z Y X
a5X8 ar"Nal
114Xld(n aH1010(l arth0 Ol xx4X4xx4X4 ar"S.5%5 :6X10 xi 1X03101,
L 402' TV7 �� 2I-q22� � C� I�77I12�—i
1--4Z'�� 3'11@0'172iTJrol15 �Pfi'tl] 3054111__5]M�Oi 3,1 l M'1'1' 2' 4310'14 4T4�
Loatlbl9 Create,Ipm Word Climate Snow Cribada(P9.1't in PSFI De81CM Creeds g ab •Ma%Ynum Regarding(lbs)
TC11 W..00 Wind SM: ASCE7-10 179:NA C1:NA CAT:NO PP Defiedlon In doUda, LJM Loc R /U IRw IRh IRL 1W
TCDL 740 Saba, 130 mph %:NA Ce:NA VERTILLI: 0.502 AJ 900 481 M3111 /10221- /- /- 16.0
BOLL 0.00 Enclosure:Closed W:RA C :NA VERTITy: 0.985 AJ 499 481 Z 31M 1959 I- I- /- 180
BCDL: 5.00 Rash Cde9oxa,11 Snow Duration:NA HORZ(LL):O W I C - - X 3 11161 1161 /- /- I-
DaaLd: 32.00 EXP:C HORZ(TL):0.138 C - - Wind relations bend on MWFRS
NCBmI.1000 Mean HNflM:1500fl Coda l mi.Crbede Creep Fetus.1.5 AR Min 8,Width Reg= 3.1
SORT; 2D TCDL:42 W Mg Cade: FBC 2014 RES Mei CSI: 0.527 Z Min Bq Witl1h Req= 3.1
Load Dural 1,25 BCDL:3.0 pd TPI SM:2DD7 Ma BC CSI: 0.944 X Min Bag WNm Req= -
Spadng:24DMWFRS Failld Did:0 m ha Rep Fators Used:Ya Max Web CS1:0.991 Beatings AR&Z am a ditto tabor,
C&C0d a:479fl FTIRT:30(of1M0) Mfg Spatmb
eed Chamber. among°AR&Z requir0 a seat plate.
GLp:0.10 Plate Typagg: Mutmum Top Chord Forces Par Ply fibs)
Wind Duration:1.50 WAVE,HS VIEW Ver:16.0101.1215.13 Charge Texhr o p. Chords Tem. Comp.
Lumber Pudms
Value Bet l3BEfletive6/112013 In lieudsmclur'd g Iq uaa pyrlilu A"B 5 -2 L-M 1521 -4P7S
( ) tolderellythamU dslaafdlows: 1r B-C 4 -12 M-N 1126 -3508
Top chord 2x8 SP SS Dense CM1ad Spacinghtim) Starlit) Slight) C-D 855-N1& N-O M -2588
Bol 4 2118 SS Dense TC 24 4.17 52.33 D-E 1019-357 0-P 490 -1500
Webs 2xAt
Webs 2x4517 f3 BC 53 0.00 42.90 E-F 1305-4382 P-O 50 -2W
Lumber ague set"1318'uses design values Apply rutins to any rhomin abre or belnx flllm F-G ISM-4434 O-R 1214 -39i
so.113012013 by ALSC at 24'OC unless shown otherwise above. G-H 16M-52W R-S 230 -908
BriWlnd H-1 1717-547 S-T 5255 -1664-J 1]52-5581 T-U 5259 -1665
(e)Cmlinuoos lateral redraid equalry spaced on Wind loatla and reactions basetl an MWFRS. J-K 1729-5427 U-V 211W -909
ember. End ver5mla ad lar dto wlM K-L 1654-5214 V-W 5 -2
posy pressure.
Spatial Load. Depenflop Maximum Bot Chard Forma Par Ply(Itis)
TG1 From 54r0 ad 1 d 17 to 54raf d 11083 Max JT VERT DEFL LL:0 SW DL;049".See derail ChoNa Tons. omp. Chorda Tens. Comp.
TG From 54 pfd 10.83 to Staid 3].33 DEFLCAMB1014 for camberremanmara"ms. AR-AO 19W -512 AHAG 4225 -1359
TG From S9pfd 31.33 to 51 sig 52.33 Pruning for adegaale drainage d rad AO-AP 3450 -902 AG-AFF 4U5 -1354
BG From pfd 4.17 to grid 000 Additional Notes AP-AO 43W-
BGFrom 100pXd 0.00 to 10 AMM 47.90 1250 AF-AE 3102 "1096
BG From 4pfL 4T90 to 4afg 52.J3 east ons ..an(.)upiftonsi MAX.from agers.ntl AN-AN 4051-148/ AE-AD 2489 -]fe
BG 1874 lb Canu Loedd 100 plat l'aa.requhm uaifl cmredion.Bee Magmum AN-AM 5251 -1622 ADAC 135 -445 I
ReaR ions. AL-AL 5182-1]13 ACAS 132 1416
All
Fighting Ndaa AL-AK 5500-1755 AB-Z 425 -id18
WARNING'.Furgshampy tibia DWGIO me AK-AJ 55®-1711 M-2 WO 1500
All same am 3%aeempla[mled. dunng installation nsmraaorng and Fare mud mmfen
.IW 1 Ant
eia far ectal nhimin, m dunnphantlliN shippingandinalelldim MVuama. AJAI 5250-1517 Z-Y 966 -2%9
led alta ad dteils for apettl podeadng Sre VJralhm,mf m. mingflans AI-AH 4&50-1517 Y-% 7 -17
Plate edema Thai overall M1eigM of this tmss ext Wing cvelTeng Is
edge rislara aconagera 050 inaM1 muse pedmebr �2-12Top
Maximum Web nnp. Per Ply(IOT
edge distance. Top CMN owmengld may infield trimmed Webs Tens.Comp. WeW Tens. Comp.
Hangers/TM IS-AR 339 -891 A1MM nt -222
(J)Hanger Surged Required,by dela AR-C 525.3190 M-AG 58 0
AC-AQR- 3422 -255 M-AF 511 -451
AO-D 415-12W AF.IN 502 -105
NOTES:
rbe sand
in onapm rn, mrinagoumn ne lona rnawnian awmwmnM dawaaemawe.iwr,a.acsl ua3,
Na4a m mea'w o'njunmmxMlM alaileawal pram ergr5 iremNmn.
Tgi 2.Teemblly..x W. ..aalweho1.ApaxTemnonne, ,Flain.<ormmlan HNaEngm.r
Business Par-d]I5 Sullen PaeC Sure 402 LGiCann .FL 32YN-913,9215ha
MipueIdarih xi PE a.PN 1 Deve 11151 JMaoMNaNerd
APEX
rueHouse PE NO WB39 PE Na.S&SIO PEW]N$] Mao aW98
61317 PIy:1 SEpN:174571 T. HIS
SELLERS RESIDENCE Ory: 1 FROM: DRW:
T22 W9f.3i].31M Pe903 d2 / ... 01/2fi/17
D-AP 654 -1% NAE 35i -1117
AP-E 335M AE-O 796 -230
E-AO 460 -136 0-AD IZ2 -131]
A0-F 231 -635 AO-P M -210
F-AN 330 -U P-AC 486 -1518
AN-G 157 -445 AC-0 1011 -330
GAM 262 -61 O-AS 551 -1711
AWN 111 -308 A&R 1240 -aro
H-AL 1m -32 R-AA 651 -2019
AL-I 54 -IV PA-S 1330 -395
1 A m -W S-Z 819 -2569
AK-J IM -16 Z-T 176 -433
J-AJ m -1W Z-U 755 -2734
AJ-K 193 -78 U-Y 1145 -310
K-AI 113 -321 Y-V 14 -3014
AFL 591 -148 V-X 11W -156
L-AH 161 -165
NOres:
'� 1.mi:ai..1M191.M1a.4eo a.mne ro��M1Nal.uoo. Ab]91o�a inm�anne.ewreo.+f.�9u�:wssea.o9.iM1Nw.acN w3
.n..In oalvoelonwAM1�M1e ertAiNWel Pon.eunn9InWIb9m.
TH 2A xT.�Wny,sa1� n�emndNJuAWTea�1�9FIM,R AC� OMF�H,E�ans.,
wtircm NoiSi]-m45 samM1 PeM1 CM1.n.s��u19z..uarwn.u., L32zz4-9w.az�szw
Mn=,GNmFwaFl PEN. M. GereF 71 JayuelineEAVMeM
APEX
TrueHouse PE NO E0030 PEN.M. PE Na]195] PF No 09199
67377 PIy.3 SEI]N:1]4R 1 T54 I HIPS
SELLERS RESIDENCE py: t FROM: DRW:
T23 3 WgL 1033.21b2s'2Page 1 W 2 I _. 0112&1]
]'1'1
1
210, 2'1x'3 3'a'1P553Yy1�43W15 S0!1y TA 211 3'a'1 3NY1� 3G31� 3V13 96'1212 1
02 12
a419 -4%5 =4lU a6%6 a0%&'1 s4%4 a05 110X011 13%4('g
A B C a E F G H I J K L M N Do p R S
1 yIG
AG AF AE PD AC PB M Z Y % W V U TVff8
H3%a1)a4X5 11 s04 aW161'g a3%0 ardool sots .4X5 a0%8('g Noms(n
49Yj M12 1
Y1 21q�:1. 2'1 31Y1$ 3YL15 30.1; 3T15} 3'Y11 3Z'llL 3'0'1$ 3V13 TO'13 Will
]yp6
~•x- I2 59'5' 969 1� 1� n9Z zv193 24r1 27 1- 3P4-Ifi 385-6 N�^ saves 4r1m1z }4's'4-�
LwCltlg Cllpb gra Mind Crlbrta Same Cribra lPOH in Irl D MChinese •Maximum Rasaom(IN)
TCLL 20 00 Wind Std: ASCE7-10 Pg:NA Ct NA CAT:W PPOellseanin loo Udatl Ura Lac R /U /Raw /RLI IRL /W
TCDL TW Speed:130 mph PI:NA Ce:NA VERT(Ly: 0,503Z 951480 AG2]09 /8]3 I- I- I- 16.0
BC11: 0.ad Erldomm:Closed Lu:M Caps, VERT(IL): 0.9052 487 480 T San 11021 1- /- /- 18.0
BCOL 5.00 Risk Category:11 Sauna Damon:M HORZ(U-): 0.058C - - S 218 /132 I- l- l- I-
Os W: 32.00 EXP:C HORZ(TL):0.113 C - - WIaid reeciiam parsed!on MWFRS
NCECU.FW. Mean Frgh:15.00 X Coda/Mbocr Creep Fact.15 AG Min Big Width Red,= 1.5
SOMI 200 TCDL 4.2 gait Bldg Cattle:FBC 2014 RES Mm TCCSI: 0.211 T Min Big Wiath Rel= 1.5
Laed Duration:135 SCM:30p1 TO SM: M7 Mrs BCCSI: 0.330 S Min Brg Width Req= -
Sparda,24.0- MWFRS Parallel Dirt o to h2 Rep Factum Used Yea MmIWeb CSl:0.581 Bearings AGBTerean9idndam.
CBC Dig a:41911 FT/RT:30(giltha) Mfg Stressed Camber, Bearings AG B T require.seal plate,
GCpi:0.10 PlateTWAVE e(e): Maximrm Top Chard Forces Par Py(IN)
Wintl Dur6lion:1.00 WAVE VIEWVn 16 S,01.,21513 Chortle Tens.Csnp. Chorda Tens. Comp.
Lumber All plalea
Hpfea
Velli Set lJB(EXetliva 6/1/2013) All galea are 3X4 except as neral A-B 2 -1 J-K 144 -4&`4
Tap cnoM Dr6 SP SS Dense ('-10 pbbigim ima admor .ReferW B-G 3T[-1298 K-L 1281 -4324
3524
BW chord 2x6 SP SS Dense scaled pigs qm derails tar sppecia poste nin C-0 NS737-3535 L-M 1735 -A%
Webs 2x4 SP 43 r4yuiremeMs g D-E 5018-3595 M-N ]30 -I'm
LumbRvalue set'13V uses cleaign values Plate Somalia crodera 050ioon Wes petlmda F-G 1420-4859 0-P 97 1132
'proved 11302013 by ALSC edge distance. G-H 14W-5114 P-0 9 -16
Man. Purins H-1 1406-5116 D-R 2 -1
1-1 144-4854
Nail Sohedule:0.131'x3',min.nal. In lieu W air xogral panels or rigid roiling use Gadins
TOP CMrdl Roa@120x'o.c. Wib lybraretl sasfa
Bid Cl-rd:1 Row @12.0a'ox. Girard Spalnam s) Smith) EMi11) Maximum 80 Chord Forces Per Py(IN)
Webs :i Row @ 4'a c TC 24 4,17 5233 Chards I..s C.p. CMN. Tem. Comp.
Repeal nailing as evcil bym is surplus,Use equal Be 120 0.00 4790 AG-AF 2 0 Z-Y 5110 -1501
sparing bexamn rasa and stagger nag.in arch roes Apply purine to any chords shoe aa below fillers, gFAE 1421 -409 Y-X 43]4 -1224
MavOg.gar" at 24'OC uNess shaven modules abous AE-AD .^619 -1)3 X-
W W18 -10%
Spsbl 1-mads Wind ADAC Wait-ia]5 W-V M12 -T)1
-(Lumber Nr.Fs=1.25/Plate Dur.Fs.=125) WiM loads and reactions hosed an MWFRS. AGAB MD-4% V-U 1332 -39]
TC-Fran 54pHat 4.17to 54pX& 000 End asN®la not ex edbwlM AB-AA 4900-1431 U-T 2 0
TGm 54
FrapHat 003 to 54 Of at 8.83 prexame. AA-Z 51M-1506 T-S 16 -50
TG Farm 115 pit at Onto 115 pal at 4027 DMacBon
TG From 54 plan 40V to 54 pit at 4790 Maximum Web Forces Par Ply(M.1
TG From 54 pita 4T90 to 54 Of at 5233 Max JT VERT DEFL:LL:0.50.OL'.SAW See agng Webs Tens Ccnp. Webs Tens. Comp.
BC-From 4plart 417 to 4 O an 0.0 DEFLCAMB5G54 an camber recommendations.
BeFrom10P11at 0.001. lDgat 803 PraardeforedequaetlreinaOeWrcq B-AG 2D -an I-Y W -224
BC-From MPP ul 803ta ZBMIa 40.27 B-AF 14M -422 J-Y 55 -110
B6-From 10 Off ad 40.2]10 Water 4].90 Additional Napa AF-C 215 416 Y-K 557 -19
BC-From 4OfW 47.9010 4Mlart 5233 WARNING:Farms,a wry of the OWG to the CAE 1310 -388 K-X 140 -400
BC- 497 to COs.Lead a 0.03 inglblim amurglor.Spelal rare mug be taken AE-D 215 406 X-L 813 -231
during handling,shipping and insulation&trusses.
N....niLTM Sea WARNING"nWebelow. Ila
in -5
0
(J)Hanger Support Required by Othere The weral height of aria some,exludin9 overhang is E-AC A0.E -0.q W M l
1all49 A9 -23] M-V 223 -884
2-24. AGF in -39] V-N 1313 -S!
NOTES:
r I "N"NmPla no mmom amen,.are., PddUanel lnaVLrJkna vmn"You role has 6mmormub mou w3
aroaH m uW In"unmm....,doodu a phln4wn9....^
TH ]Apes T.mmlu9Y isa tllew,^ .war pJxM xlxMdga tl.CeM.pn FMNEromar
�1 &amiss be]5.i.4]45 SNbn P Sam Sole 402 Jedrson,se,FL]TR4-Nmilo .00
TrueHouse El ab�.. "' Pm°,Sri „o Ma Pe ate o "m•
APEX
0737`1 My,32 1]6]21 T51 l HIPS
SELLERS RESIDENCE ON: 1 FROM: ORW'.
T23 WgL 103321 Pete 2 d2 / ... O1Qfl17
F-AB 513 -110 N-U 2B3 -BID
AB-G 90 -250 U-0 1391 -OW
G-M 251 -T2 O-T 93 -290
AA-H 55 -100 T-P 22C -BBD
H-Z 9 -19 O-S 00 -110
Z-1 37 0
x0]ES:
f 1.TNs ban�p ie^d auMuenl elwe b�insWNom (bEilprellnslnWuu vumparv/nB MS WUGnxAM,IMWe BC511L3,
NOYEMuwBn�c'nluddon Ma NeaMiilevlutal plare0winp anlal4lon.
Tgi 2 ,exTeda�aaxdaaaname dmeobyJay A,e.Tedm^o,p,Inc.R�,eGamd.M^ F,d,1aEaM�, �►�
Buse s W.]N]-<i455db^Pare Caml SW W2,JaQsmxle,FL Una-9%82151N
MAax G bona JeBrty PNmscn CxekOMu^ey Jayuefrc EPaMaiO
APEX
TrueHouse PEPo.. PEN.. PE N^]115] PE No BMB
B]3]] ply:2 $EON:1]9M1 T"'-PMSELLERS RESIDENCE Oty: 1 FROM: D.
T25 Wg1:3]B.0Its, I .. 01126/17
555 10315 1C1V 1HH'S 23R"2 26G"4
SS'S 1 4'1P10 4Y'1 + J@5 i 3713 IV"1
6 12
aS.nx, 54X4 a.
A w6%12@ Tt C, Dy E F Gems"11
T T
w w
WI m W13
N
11Ia
Sir Bi =into =Hlotgn will .mo q"3p small) Oil IF
�sz' $R5 4119 4'11'13 @1Vt 3'9'13 3YD9
5'05 911'15 14'11'Y3 1@Y13 27!'18 26C'4
Leal Critala sain Wind Cdtrla Snow Criterk(Fg,P1In Pi DeWG9l Criteria AMadroum Reacions(Ib)
TCU 20 DD Wnd Std: ASCE 7-10 Pg:NA D:NA CAT:W PP DeOectian In led UtlM tpl Loc R /U /tow I Rh I RL IW
TCDL 7.00 Speed 13D mph PENN Ce:NA VERT(I1): 0.323 E 985 We O 30% /434 1940 I- I- /60
BOLL: 0.00 Enchoul Gosh Lu:NA Cs:NA VEll 0.860E 328 318 P 8302 /289 /38811- I- /00
BCDL: 5.00 RieLCaskii 11 S.Doretlon:NA HORZ(LL): 0.0391 - Wood."one bused on MWFRS
Des Ld: MOO E%P:C HORZ(IL):0.1191 - O Min Brg Wtllh Reg= 18
Ni DAD Me FiftM:.150oR C .IMNCDltria Creep Factor.1.5 P Min Bry Width Reg= 3.2
SOIM, ZOO TOOL:4.2 of BMg Code: FSCMI4RES Mmr TCCSI: O.735 Bearings O B P are a rigid surface.
Load Duraean:135 Ell 3.0 pW TPI Std 2007 Mm BC CSI: paid, Bea^^,O requires a seal plate.
Sparing:24.oMFRS Paralel Del:Otob12 Rep Fedore Used:No MaxWeb OSI:0,90I Maximum Tap ChoN Fomes Per Pty(Rel
CAC Dq a:100fl FT/RT:30(Dy10(D) Mia Spedfied Camber. Chola Tena Comp. Clrrds Tens.Como,GCd,0.18 From Typels):
Wind Duram,160 WAVE.HS VIEW V.16 02011215.13 A-B 3 -1 E-F 619 -9155
Lumber Plating Nota B-C 352-3955 F-G 380 -8501
Value Sm:130(EDegive 61112013) (1)-plates so maraud vert Morris using 0% C-D 592-6980 G-H 240 -5552
Top chol 26 SP SS Derni 26 SP 92: Fabrication Tderoers. O degrees RgaDOnal D-E 613-9139
Bol chard 26 SP SS Demse'.61Zell SP a 2. Talemi and/or zero Fomenting Ttlerants,
Webs 2H SP 1p W1,Will 32x8 SP p1: ( )4 Metals)mqure apedst pmitlanirg,Rater to Maximum But Chard Fomes Per Ply(HIM)
:W2,W4,W1D2s4SPQ W122x4SPp1'. led plate 00 Mails for spwal poallotrq Create TemComp Chords Tens, Comp.
Lumber value sen'139-rare design values requirements. O-N 141 -5 L-K 8]1] -395
approved 113MO13 by ALSC Plate Positions[ootid.a DSC inch buss pemrtder N-M 41M -3]3 11 5955 -2W
Nail
sue ciislance. M-L 7131 -595 J-1 168 -7
Schedule
Nail Cli le:Ot3t'x525I do. Wind Maximum Web Fomes P.Ply pbe)
Top luxi i w 12 MY o.c Wind tootle and magions betttl an MWFRS. Weber Tems.Comp. Webs Tens, Comp,
WeBut CIwN:t Rcwh12.o0'D.c. End varlitiler not exposed to rind pressure.
Webs 1Rosi (� I"o.c. B-0 219-1474 L-F 494 -374
Use poll hey to ai eteen coxa anis gagger rials DeBectlon B-N 2913 -3A F-K 118 -1151
in each cox to ewitl splMilq. N-C 131 -I= K-G 2900 -241Mar JT VERT DEFL:LL:03Y'OL:0,64r.See rental
Seri-ti-s Loads DEydefor 1010br cemb. dicurf ntlalionx C-M 300! -221 G-JJ-H 1M -2590
-(Lumber Dur For=1.25/Plae 54pl =1.25) Prvntlelor etleguete draina0e at raoL M-D 30 -STS-w J-H 5932 31M
TC-Fmm 51pHat -4.17to 54 p8W 10.83 D-L 2213 -32 H-I 113 -3100
TC-From om 5>aphid 14.8315]1pff prat 26.52 Additional Nates E-L 113 -W7
BG From 0013 i.i710 nidal O.DD The overall M1aghl of this lour extlutlirg overM1ang is
BC-Prem 10FHN D001D Initial 13.52 2312.
TG 616 to Carr.Load a115. Top Ch.tl overhangs)may be Said mmetl.
BG 6351b Con[.Loa]e115.01C1
prrilan
In lieu W sisMora panels or rigid oiling ups,pudica
W tlemlN bmca dprM as rollaxa:
CM1artl Spemilign ac) Strldt) Erol
TC 24 -4.17 26.52
BC Im 0.00 2652
Appy pu Arita to any Gema above or below fillers
at 24"OC unless shorn dherMtt above.
NOTES:
r I.TM9tlmMaia ar SWceM
Ais-owirLshat on PeONarel naavAms xmmpemiry NH Wv tlmnry,irgWe BC511L3.
sevorm r.demyrn.n.11thexTWM IYwu
Utlesin....n.
TH f Apel TetivubW is a hydwe rover.-ad a ax Apar Temrvlogy In.,Fm Layrvar. For.ERnwr
o oom W.7547-4745 SUMn Pair CourL sure 4oz.Ja.l:nmvae FL=4-sou axStW
TrueHouse ii No'1a P�yPArra nn Ca013451, J..�rear mw.d APEX
673]] Ply1 SEON:17492/T40/MBNO
SELIERSRESIDENCE my:7 FROM: DPW:
T26 Whit 88 21W I ... OIQW17
]'S"11 14'10"8 _
R T5"11 7W13
0.25 12
A 864 c 1 1113X4"" D
T (a)
1 10
F E
413 B(^) =4X41114X5(R)
�— 'T ]'T2 TW6
4
]'TZ 14'10"8
Leading CMerle led WbE(Uremda Snow Cremate(FISHIn PSR Might CibM •MOMMPM Reactions jibs)
TCLL 20.00 Wnd Sld ASCE 740 Pg:NA Ct NA CAT:NA PP Delledkn In Ico Usell W Lco R 1 U I Rw /Rh /RL 1W
TCOLTOO Speed: 130 mph PI:NA Ce:NA VERT(Lq: OCB]C 999 240 G 752 /371 I345 /- /16 ISO
BCU: 000 Endpsure:Clow) Lu:NA Os:NA VERT(Ty: 0.128C 999 180 E 476 )146 1181 /. /- I-
SCDL: 500 Risk Cmel 11 Sace Duration'.NA HORZ(LL):0.009E - - Will msbbons bash on MFRS
Den
Ld 32.00 EXP:C HORZ(n):0.017 E - - G Min B,Webb Reg= 1.5
NCOCLL:1000. -MaemFan'Wi5mob SOM1MiaeGeM1mia GreepFeotm 15 E- Min Brg Wld@Req- -
SpMt 2.00 TCDL:42 pst Bldg Cude:FB02014RES Max TCCSI: 0.8026eadndg G is a ngid surface.
LoaODureoa1:126 BCDL:40 pet TPI Sb'. 2007 MUBCCSI: 0.603 Bearing G requires a sem plat.
Spans:260" MFRS Parallel Del:In to 26 Rep Fzmore Used.Yea Mm Web CSI:0.424 Mammaum Tp CM1ord Fomes Par Plypbaj
CBCOist a:3,Nft RIRT'.w(ON10(0) Mfg SpedOMl Camteec. Chords Tao Commit lean Chords Tero.ComP
wpi:ol8 Plme Typeb):
Weed Durand. 1.60 WAVE VIEWVer 1SO2u1.121510 A-B 5 0 C-D 13 -40
Lumber mad B-C w-1103
Value Sm:138(EXeotrve W12013) WrE Ipetls based on MWFRS vah addgnna C8C Moorman Scut CM14Rd Fomes Par Ply Obs)
Tap chord 916 SP 02:T294$P 92: member among, Clnrds Terms Co., Chards Tena. Comp.
that chord 914 SP 92 End verticals expomM b Sind preseare.
Webs 2x4 SP 93 G-F 0 -11 F-E 1131 .412
Lumber value met l3B'uses design values Add6bnal Notes
approval 1/3012013 try,ALSC ProWdelorcanplmedrunageINmM Maximum Web Fomw Par Ply(IM)
Brands, TNas mum be iayalled as samen with top cF tlup, Webs Tera C.P. Wates Tens.GanPg
(a)Commands lateral reasons equally spaced on Tae overall height of this buss exludeg overmarg IS B-G 457 -720 C-E 407 -1131
ember. 2-112. B-F 1113 -347 D-E 129 -175
Top ChoM everhadal may be had trammed. F-C 145 -169
behind,hall
(")3 plate(s)require special abandoning,donirg,Peter to
scaled plate Not details tar spurted pdeigoning
requiremems.
Plate positions consider a 0.50 irch wss Par meer
edge madanw.
Purlins
In lieu of ammured panes an ngal baling use Pedime
to IablNly Maw chords as fdlays:
C1grd Spadng(,ncc) Stal Elicits)
TC 24 417 1488
BC 75 000 14.88
Apply Wdins to any chords above by cebx fillers
at 24'OG unless shossn amended Mpe.
Hangers I nes
(J)Hanger Support Required,by cumbers
NOTE,:
r t.Tlva Acx'ndindon tl vol/ rarm Wllaum.Aasubru lw4uremz evpnWrrylnp btishuu draMip.iMumaC511A1
Ywa a nddb mN•Iube Snn the arontepuy pew dnnn9�nnanmun.
TH 2 lyv TeJmboy is a MiEws name wrcd by Jay Poen T,rhvvopy Inc.Ronda Caaudayn Fends Emander
awned W.1517-4I4s SMm Pah Cwn.Snug apt,Jarlrscnxne.FL 32234-dad e21.s20D
TrueHouse MM a'W'. a Pe No
nhBR4I7 eWaelbeldd
APEX
PE W.Bt39 PE Ha.5&5da PE No.71457 PE No.Po459
8]3T Ptya SEON:1]>50/D5/MONO
SELLERS RESIDENCE Cy: 1 FROM: ORW:
T26A Witt]5.8Ibe / ... 0128/1]
]'5"10 11'10"
l T5"10 � 44"6 �
0.25 12
v
TA B=3X4 —3X4D
as m
1 410'
F E
1113%5(" =3X4 1113%4(R)
1—12" ]'2"2 4']"14
F 11'10"
Leadlrg CrheM(pdt Mind CrNrie Some CrAede(Pa.pl in PW) De MCdtede A Meet...Reacliona tlbel
TCLL 2000 WSMStd ASCE]-10 Pg:NA C1:NA CAT: PP DeOxtian in Iro Udell LM L. R /U /Rio /Rh 1RL /W
TCDL: 700 Speed: 130 mph PfM C :NA VERTg1k 0.025F 959240 G 663 /346 /313 /- /13 /80
BOLL: 0.00 Edbamra:Oasts Lu:NA Cs:M VERT(TL): 0.050 F 993 180 E 383 11M 1138 I- I- I-
BCDL 5.00 Risk Calegoryal Snos Duration:NA HORZ(LQ: 0.004E - - Wits waretsms based on MWFRS
Dm Lot 32.00 E%P:C HORZ(n):0.007 E - G Min Bq WHNRen= 15
NCBCLL:10.00 Meen Height 1500 R Cots l Mae CMMs Chep Fadrc.15 E Min BMWimh Req= -
SOMI: 200 TCDL:4.2 Pat Bldg Calle:FBC M14 RES Mal TC CSI: 0557 Beanng G is a offset surtece.
IseE Duration:125 BCDL:3.0 fid TPI SW: M07 Man BC CBI: 0414 Beadlg G requires a neat pale.
Spacing:240" "FRS Parallel Dist:h to 2h Rep Fedora lAsed Yes Max Web CSI:O3P Maximum Top Cberd Fomes Par PlyQbe)
CBCDista:3.008 FT/RT:30(OH10(0) Mfg Specified Camber Chows Tells.Camp. Chards Tens, Comp,
GCp:0.15 Pak Type(s):
WIMDunbon:1.60 WAVE VIEWVer 160201.1215.13 A-B 5 0 C-D 4 -12
Lumber Additional Notes B-C 222 -]02
Value Sd:13B(EBocdve611IM13) Pmvidefmcompleledrairefkofmad. M i...Bw Chord Forces Per Ply(lbs)
Tap droll 2s65P p2 Tree mud be Installed!a5 shoed with top chard up. Chords Ten.Comp, CMN, Tens. CompBid .
Widoted L4 SP 02
Webs 2r45P0 The words height oftalk how excluding overhang is
2-2-15. G-F A -9 F-E 712 444
Lumber value set-13B'uses design values Top Count Mgmay overbts) he paid inmmed,
spromand 11MM13 by ALSO Marlmum Web Forme Per Ply(Ibe)
Plating Notes Webs Tene.Corep Wets Tens. CornD
(--)l pati(,)require special posroning.Refer W B-G 435 -1151 C-E 2 -782
voted!plate qd heads for special positioning B-F 898 -225 D-E 74 -W
mqubemedds. F-C 124 -M
Plate positrons,odder a 050 inch truss p immune,
edge dstanm.
Pages
In lieu of dgdural panels or ngki ceiling use Wdins
m lalsWiy brew droass as idloea:
Chord Sp inggino ) Shako) EM(h)
TC 24 417 11.53
BC 120 0 C0 1183
Appy forms to any dwrda above or bNoe fillers
at 24'OC maks,shown whera s shove.
Hangars!Pea
(J)Hanger Suprpn Required,by when
What
Wits Insets bases on MWFRS beth schimnel CSC
memberdesign.
End veN.I.not eagved W Mind pressum.
NOTES:
Tey /
r 1.Terni ss y MaWitlml am 1 kareas Pita n boeeme rmyin
inpang m men,,rid—BC511LJ,
*T\i NvatlMu - myulWmvAlh low rtA'emaa{Ivo tlun 9^sadm.
2.4Wa Terhnpm anolNwe namewore toy GpssTrhMo9y bc.Flares Coq r nm Engin,
+l oo,—No $7 114o Suron r.M .s .a02.JadNN LJ2:N-MON sat sab �
p /� MiW lGkwb'ualn
Ashey aekB Monry Jemunion EFWaM
TrueHouse PENo.WWB PE No F£No.]1ASl PE No0W8B
67377 Ny:I SEDN:174951117 11111 SELLERS RESIDENCE CM:2 FROM: ORW:
T26G WW:8831. I baba. 0126117
14.10"8
7'4"13
0.25 12
A B-4 C T2 1113X4" D T
T al
1a
F —5 I.
1113X5(") =4X5
4'2" T2"2 TWO
]'2'2 14'10"8
Loading emends(part WMS CrIMrfa Snow Criteria(P9R n PSF) DeMSl Coal •Maximum Reaclbm(I.)
TCM: 2000 Widget: ASCE]-00 P9:NA Ct NA CAT:NA PP Detection in lac Udell LM Lac R /U 'Re, IM IK 1W
TCDL: 7,00 Staged: 130 mph PT NA C. NA VERT(LL): 0.081C 998 240 G 813 1371 13481- 116 160
BOLL: 0.00 Enclosure:Closed Lu:NA Ca:NA VERT(TL): Dd54 C 999 180 E MO 1214 /181 1- I- 1-
BCM: 5.00 Rial,Compact:11 S.Duration:NA HORZ(LL): 0909E - - Wind reacdons Oases on MWFRS
0.Ld: 3200 E%P:C HORZ(TL):0.09E - G Min Brg Width R{= 1.5
N TB 100(,' MeanHeigM:'151i Coes)MMa Cdbrfa GampFactw 1.5 E Min Big WIMM1Bar,_ -
Wit' 200 TCM:4.2 pat Bldg Code: FBC 2014 RES Mm TC CSI: 0]0D Benadng G Is a rigid gid surface,
load DumgOn:135 BCDL:3.0 pat TPI SW: 2007 Mar BC CSI: 68D2 Exxon,G requires a seed pate.
Saxon,24DMWFRS Parole Dim:to to 2h Rep Faders Used:Yes Mux Web CSI:0.557 Maximum Top Cbws Forces Per Pty p.)
CBC Dig a:3.008 FTIRT:30(QV10(0) Mfg Spnified CamGr: Maxis Tene Comp. rongCosTens, Cone
GCp:all, Plate Type(s):
Wind Durango:160 WAVE VIEW Ver 160201.1215.13 A-0 5 -2 C-D 24 -71
Luber Pumns B-C 305-1.2
Value Se:13B(Effective WI2013) In lieu of structural panes or 69W ceigrq use purlins Maximum Batha
Cd Fortune
Per Ins
Top abd bre SP Ni tIx4 SP g2: to lalemlly brace chords as rollmve: bl 1
Bd&ad 20 SP BE ChOm Spadng(inac) Slault) Eighm Chains TenaADmp. Caxme Tela. Camp.
Webs 20 SP a3 TC 24 4,9 1088 G-F 19 -12 F-E 1450 -411
75 D 00 14.88
Lumber veue sg-138'uses baggn values Apply pudins to any chords above or Insane fiffem
approved 113012013 by ALSC a124"OC unless shown ororwiss a.w, Maxlmum Web Fomes Por Pry(.)
Web. Tena Comp. Webs Ters,Carp.
(a)Bracing
Additional must Nola
(a ming uwalalerg resltam ryuelly spaced an Truss must be ingalled as sM1avn with top tlrN up. B-G 457 -BW C-E 42 --in
membar. The overall hegM of this puss exducin,commit,is B-F 1461 -368 D-E 128 -176
Special Loads 2312 F-C 145 -160
--(Lumbar DurFac=135 I Plate DeFol 25) Tap Chad over.ng(s)met be field Mmmetl.
TGFrom Staged 4.17to 54pgg 1488
BG From 4pgal d.17to 4pat OW
BGFmm IDpgat 0.00to 10pM& 1080
PLB- 3061b Cam.LOad W(1190,10(N1)
Pkat Rdn
(^)3 p1gNa)require aped d positioning,Radom
.led plWe pat derails for apedalp ncrong
"Ilio hent..
Plate protons cannier a DSO ilmn moss purineder
edge distanoe.
HangemlTies
(J)Hanger Support Belong,by others
Mind
Wind Wsds.sed an MWFRS,
End to d.l.not exposed to wird pressure.
NOTES:
r I.T"'travnpl"m"N'"s me lwlrNYlaEm.AMflkrul ngmNma xmmpa�ysp Nia buv M1xamrq,IMu"BC511O3.
good be used.¢nNnmr valnnw arWbtNe pWre Euin9 ngalMKn.
THi 2A IcsnoHprx.xdr men nye m Tw mM9I�.Rm <wm m RmreEgpnw
Butures. 7.1.11.S. w G r'tanaa2,ad.malim.Flson24-ey's"52W APEX
Tru ego useEM'.s'. E9>.vshi bNa t,. Darts Is unr Jeareens E XwNM
PE b Bre PE No 56N4 PE No 71457 PE Na gage
67377 PIY1 SEDN:17]53/T561 HIPM
SELLERS RESIDENCE Olp: i FROM: DRW:
T27 Wg1:M2106 / ... O112N9
T5"11 12'11"4 14'10"8
T5'11 5'S"9 1'11"4
0.25 12
1114X4(") 113X4('")
A g-4 Ti CIII X D E T
T z)
1 ,D'
G F
111318('l ^4X4 II14X5(R)
—4Z" T2"2 Ta'S
T2"2 1410"B
LoadinBComft dom Wind Crlisrla S.CMarb(N.M.KF1 DaNCSI CMarla ♦Madmum Reacdme(Ibe)
TCU: 20.00 Wind SM: ASCE 7-10 Pg:NA CI:NA CAT'.NA PP Delbotan N Im Udell LM We R /U I Rw /Rn I RL IW
TCOL: 700 Speed In mpn K.NA Ce:NA VERT(LL): 0.170 D 939 240 H 752 1371 /3461- 114 /6.0
BCLL: 0.00 Endomm:Closed Lu:NA Ca:NA VERT(ll 03400 525 100 F 476 /146 11011-
BCDL 5.00 Risk CMryoryal Snow Dmetlm:N4 HORZ(R):0.017 F - NMtl re BM Wil Need!on MIS
Ona Ld: 32,00 EYP:C Creep
0.09E - H Min Bid Width Ran= 1.5
Send WDO Meen H,2 par OOfl Codsode: BC 201 Creep Farlm l0. F Min Brg Wtllll Rey= -
Sotal 2.W TCDL:4.2 psi Tot o:2 7 2014 RES Mae iC CSI: 0.]09 Beading H is a not;audme.
Load DaSan:125 BWL:10 Psi TPI Sid 200] Mai CSI: 0602 Reeling H neyuires a stet pros.
$padM:20.0" MWF RS a:Parallel
3.Oa gsl:M1b2M1 Rep T:Factors USN:Yes Wg Web O81:Op0
CSC DIna:3DO8 FT/RT: pos):1IX0) Mag Spetified Cambec Maximum udeTTop
on, Pont Por My Time l
GCpi:0.18 Plat Tyye(s): Claude TneCane- CMds TerN. Con,.
Wand Ou21im:160 WAVE VIEWVi 18DZ01.121513 A 5 0 C-D Z2 -46
Lumbar Wind B-C 412-1112 D-E II -39
Value Sal:13B(Eflertiw NtY2013) Wird loads bwd an MWFR8 earn metal C&C
Too cMd 2x4 SP d2 T12.8 Be 42: member dead, MaximCMdau BeatC Chem
Fames
Per Myy DIM)Clears, Trade p
BM OoN&4 SP p2 End veNgls trot ex os ito mall pmsure.
Webs 914 SP p3 H-G 29 -9 G-F 1134 -445
Lumlervaluesel"130'ansdesignvaluea Additional Nobs
appreWE 1MM013 M ALEC protide fwcomplele drainage of mot. Maximum Web Finaes Per Ply(Ies)
Band The rnenll M1eigb ue
ofiMa trials ermudi,memam is Webs Tens.Comp. Webmp.s Tem.Ca
Band, 2-34.
Ieonfinums larest reslram equally spaced on TopGMd ovemanglsl may be field lammed. B-H 459 -720C-F 435 -1129
mm
ben B-G 1115 -4M E-F in -in
G-C t9 -1W
Mon.,Notal
('-)4 plash)reyulre spot poutloning Federal
al plate Not dells for spedal"flaring
Plans cedfims wnaiaer a d.sg luno w..cenmmer
ease dinante.
Pudlne
In lieu N 9ruda'al inner or rigid telling use purins
to annually Iirece chard.anon.
CMN Spadng(nm) Sbdlfl) Eir lfl)
TC 24 4.17 14M
Be 75 0.00 14.88
Apply ponos to any cM1mtls above or beaker them
n 2r OC unless snayn ornateness aM.e.
HNgem/Tres
(J)Harper Support Rewired,by others
NOTES:
r I.no,4:..Inal:nm Stenosm alon.lorriessuon. aecmnnalrwmmw..
nunn.—Panemare. y.
� imuoeacsatm.
awe b use In mniur dm aiN N.armnwarer Phan aanno haMbl ion.
Tg a„..T.analon,isaarlle[ua rem em.e Sy Jac Are,7eNwa9y In..kb.W expansion R..6�grwr
uuma,No.7547,4745 Sohn Pan Cern.bulb Ors.Je Jtsa FL]22N-9J..8 sisal �
ulnar G"r-or, InMeyPPmem Down,B Muny Jugallne E Frehou
rue Quse PEM Ae]9 PE No 8M PE No 71457 FE No.BMPi
67377 Ply:I SEON:17NI I4/MONO
SELLERS RESIDENCE Oty:2 FROM: DRW:
728 WgL 72 a lbs I ... 01126117
5'4" 10'4"8
I' 5.4.. S•U"9
0.25 12
O
A 3X4 C= "' T
1113X4D
T -
— - n��"
ru
F
1 ,p
E
013X8('7
67377 Ply
'.1 SEG N:17498/710 I MONO
SELLERS RESIDENCE Ory:3 FROM: D.
T20 000 )0.211ms I ... 51126117
0.25 12
A 863X4 C— 1113X4" D
T - T
1 ,D'
F EH
1113X8(") -3X4 11141
�- I5'0'18
V2, 6'1"8
5'0"8
Loading Cg IM Wind Cr ". S.CrbmM props.Ren SIMILSI LHMda A Maximrn Reactlons rebs)
TC11: 2000. Wind W. ASCE 7-10 Pg:NA CL NA CAT:W pip Odbrgm in Ing Udell LIM Lm R ILI /Ret 1Rh IRL /W
TCDL 7.00 Sabi 130 MIS Pf:NA Ce NA VERT(LL); 0.024 C 999 240 G 644 IMI /306 1- 113 18.0
ECU: 0.00 Egraeum:Closed Lu:NA Cs;NA VERT(TL): 0.0460 999 160 H 357 /1M /1331- 1- 180
BCDL 5.00 RIM Category,11 S11aa'Duration'.NA HORZILL): 0004E - - Wood numbour W.on MWFRS
Dm W: 32.00 EXP:C HORZ(TL):0.000 E - - G Min Bq WMm Req- 1.5
Ni:10.00" Mean Heigh:15.00 It Code l Mist Crilega Crap Factor,1.5 H Min BrgV Mn Req= 1.5
SOMI: 200 TCM:42 all BMg Code: FBC 2014 RES Mex TCCS1: 0.557 Bearing H 6H am a d�sba.
Load DumA0n:125 BCDL 3.0W TPI SM:2000 Max BCCSI: 0.326 9 regdres as p
Specie N.O' MWFRS PamIld Dig:IS to 2h Rep Fadom Used:Ya Mae Web CSI:OA77 Maximum Top Closed Fortes Per Ply elle)
CAC DW a:3006 FT1RT:00(Oy10(0) Mfg Speufied Camber:
GCp:0.18 Plate Team): Clothes Ten.Comp. Chorda Teres. Co.,
Wind Dural 1SO WAVE VIEW Ver 16.W,01.1215,13 A-B 5 0 C-0 1 -13
Lumbar Additional Noon B-C t65 -610
Vas Son:138 IEIfedive W1Y2013) Prcvide ror mmpste drainage d rad.
Maximum Bot Chord Fours Pm Ply I1bq
Top chord 2x8 SP x2 Times must MinalallMnggxn wnh top dwdup. Chords TeComp. Chards Tera. Comp.
961 a Zo 2x40 M2 The overall hei9M d mise thoseexguding oveMe,is na
Webs 2x4 SP p3 2-2.13. G-F 0 -9 F-E OW -2119
Lumber ague al"13B'uses design glues Top Chord owffigol si rear the field inmmed.
appolred 113612013 by ALSC Maximum Web Farces Par Ply iIM)
Plating Notes Wal Tere Comp. Webs Tens.Comp.
('92 plidelsi require speaal positioning.Refer to B-G 421 -623 C-E 215 -679
Meant pate ped details Sir special godfirring B-F 661 -193 D-E 124 -150
SouimmeMa. F-C IN -161
Mesa pui0mu consider a O.SD incdn truss penia r
edge distance.
Pudied
In lieu of srudmd panels or hold ailing use purine
to laterally burs chords as f,11n.'.
Chord Spagng(in a) Som(h) EMNS
TC 24 417 11.17
BC 75 0.00 11.17
Appy purlins to my cholas,Moreton bdtw fillem
g 24•GL unless shown tmeewin aloes.
Wind
Wing!Ioade based on MWFRS vd0e 1,11honal C6C
ember design.
End wnisls mei pond to wing,pressum.
NOTES:
f 1.IDIS Emmrp'Is he Ma done W ressinchAstrond Ironer— mpan,ug OM1 ruse daain9.lMine SCSI 1.03
-Od Mhad' I cep µpe the MmdMMdrl dun 0
TH� 2.mobldo9 ....n.m ed 1,J ny.Tw o9 Fand.Comwaon Fmitsthemer
BwmN 75n 7456 eon FoA Cohn s 02 JgG n .P ane.sola a .s2E0 APEX
MIWa GNulwsd .bNry PNneecn OereR S Mum, JavµWne E Strength
rueHouse PEN 0089 PE No 59514 PE No 71061 PEN.pen.
61317 PIT: MON:19670 I T651HIPM
SELIERS RESIDENCE Oty: 1 FROM: DRW:
T31 Wgl:74.21ba / ... 0112619
64' 11'2"
5.4. 3.11.. 24
0.25 12
-4X4(") 1113%4(")
T2 E
A C- D 3X4 T
T <
G I IFI
M13XB(-) =3X4 Y14X5(R)
F 42" 5Q'R G1"8
5'0"R 11'2"
Leading Criteria lag WInd Crimda Smas CrNaria(N.Pfin PM) DIMS!Criteria allied...Rssctlons(III)
TCLL: 20.00 Wmd Std ASCE T-10 Pg:NA CL NA CAT:NA PP Cameron in Iec Lka LIp We R 10 I Rea I Rn I RL IW
TCDL: 7,00 Speed 130 mph PL NA Ce:NA VERT(Lq: 0066 D 9911 240 H 614 1341 1306 1- 111 )6.0
BELL: O.W EnWare.Clamor Lu:NA C. NA VERRTL): D.125D 9991601 351 1103 I1M 1- 1. I80
BCDL: 5.00 Risk Category:11 Sperm Duration:NA HORZ(LL): 0OD4F - - Wind reaeona band on MWFRS
Des Lot 32.00 E%P:C HORZ(TIQ O.W8 F - - H Min Beg Wdtll Req= IS
N(l I0. Marshraw:"Y.a09g GONIMtepc Be Creep Fas 1.5 I. Mim EM V611I.Rega IA
Sufip 203 TCDL 4.2 pat Stlg Code:FBC X14 RES Max TCCBI: ).551 Bearings H 81 are a ngid surreal.
Load Dumb- 125 BELL:3.0 an TPI Sk'.2007 Mex BC CSI: 0326 Seem,I mouses a map papa.
Spapng'.240' MWFRS Parelet Se:h/2 W IN Rep Foams Used:Yes Max Web CSI:0.495 Maximum Tap Choral Forces Per Pty llbs)
CBC Die a:3.00 It "JU:30(Oyl O(0) Mfg Spedfieor Camber: MaximClseft Tens Comp. Forms
CreolTena. Comp.
Gcp:O to Plate Typafs)'.
Wnd Duration:1.60 WAVE VIEW Ver'.16,02,01,1215 13 A-B 5 0 C-0 12 -0
Lumbar Additional Note B-C 283 -669 D-E 11 -11
Va.Set:13B(EfldYita WlQO13) PmN]a for compete drismge of rod. MUImum BOl Chard Forms Per Ply Rps)
TepdgN2x6SP%2 T2 h4SP R: Theouerallneghtdthisimss lWingO Mangis Chorda Tere.Cem, Cards Tens.Comp.
Be ewrd 2a4 SP n 224.
Webs 2x4 SP 0 Top Cmk overhang(s)may be fed trimmed H-G T -0 G-F 691 -2110
Lumber valor sal'13S'usesdeagn v lues
sppmsad 113IV2013 by ALSC Maximum Web Fercas Par Ply Blas)
Platting Notes Webs Tem.Comp. Wrote, To..Camp.
1")3pllote(s)requim.pecial pespeong.Referla B-H 446' -623 C-F 2111 -TOS
scdedplalepatmoslsforsissompoaifioring B-G 693 -216 E-F 125 -141
requirements. G-C 131 -154
Plate positions wnader a 050 inch these,mnmaltt
edge dotanm.
Purlins
In lieu of amspure panels or ngid mihng tree pulite
to lateally beam AOMs as fdleas:
Chum! Spaongpn w) Start(ft) End(ft)
TC 24 4.17 naT
BE 75 0.00 11.9
Appy purlins M any maks Woae or bean fillee
aft 24'OC unless sho«n otherese abase.
Wind
Wind loads based on MWFRS In arhamal C4C
emberdeegn.
Ere vemlcda Not exposed kwaa pressure.
NOTES:
r I.Toe Jmrina i anm salons aonemrmamiahm Amilmnai inaweama a a aPmpanrma'he ora.mamre.imw acsl 1-to.
nvMnlMarm4xbrtl Plana dunn9 inamlation.
THioa:ed�ndb9;iaaam .smm.u, mI...,I— FNnda m�m BM Erginmr �►�
Buaneas W]50] <]a55ulbn Pa'hCwn,S+NI@,JaGwmile.F132220-9W.e]1.52C0
APEX
TrueHouseeG� aonow Ply 6x514 C k Murray PEIbaM99oamd
873P Ply:1 SEDN:P693l TTd/HIPM
SELLERSRESIOENCE Dry: 1 FRDis DRW:
T3z Wgl:742las I a11281n
11'2'•
4,4. "t
0.25 12
v
1113X4(")
A q C—_5X7 T2 p
T T
N !V
l 1a
F H
Ip4X51'7 =3Xd IN3X4(R)
�4,2„ k 4'4"
6'10" 11'2"
"ding Criteria 1pal WindCftda Snow Cdlmla(P9,Prin Pap, Dges
6CBI Csa
Cessna •Mashm Regglons log)
TCLL 2000 WiM Std AWE 7-10 Pg:NA Cb:MA CAT:KA PP Dgkaion in Ix i/EegI LacR /U /Rw /Rh /RL /W
TCDL: 700 Spread 130 mph PI:NA C. MA VERT(I-Q: 0.025 F 993 200 G 736 1261 I- I- I- /6.0
WILL 000 Encoseme Closed Lu:NA Cs:NA VERT(Ty: 0,049F 989180 H 537 1128 I- I- I- /BD
BCDL: 600 Rask Category:11 Snow Dmalbn:NA HORZ(LL): 0003E - - lMM ie tlOm based on MFRS
Dee Ld: 320 DIP:C HORZ(TL):0.007E - - G Min Bq Width Req: 1.5
NCBC1 0.00 Mean Height:ISM it Cada I MIM DrHerla Creep Factor 1.5 H Min Brg Width Rd1= 15
Sol 201) TCDL:4.2 psf Bldg Cade: FBC 2014 RES Mina TBO51: 0.169 Be Mg G B H are a dgg surface.
Load Dumfidn:125 BCDL 60 mf TPI Std 2007 Mev BC CSI: 0289 Bestir H requires aur pate.
Spades:24.0MFRS Parallel Dist:0 to W Rep Faisontmd:No Max Web CSI:0,323 Magmum Top Chortl Forma Per Pty(IM)CBC Dig a:3.000 FTIRT:30(Oy1O(0) Mfg Specified!Cambac
DI 0.18 Plate Typels): Choice Tens Comp. Chords Tena, Carp
WiOtl Dunlion 1, 0 WAVE VIEW Ver.1602011215.13 A-B 5 -2 C-D ] -19
Lumber Wind B-C M] -783
Vrm SNa:13B(E1hdrys&12013) Wind Name anis reactions bamtl on MWFRS. Maximum BM Chord Forces Per Ply libel
Top gvd tag SP SS Denm:T22x4 SP 02: End veN®Is not expomd to vdM presmre. ChoNS Tens Carp. Chards Tens. Camp.
Botglad 2W SP 142
Webs L4 SPI AddMonal Notes G-F 4 0 F-E mi -143
Lumber vduesg'13B"umadaelgn values TM overall height olihis Wu excluding,aveTeng is
.Panned 1'"12013 by ALSC 2-1-12. Maximum Web Forcing Far Ply(1ba)
PWhMI Webs Tere.COn, Webs Tens. Comp.
(")2plate(s)require spedr posellonsrg.Refer to B-G Zr` -705 C-E 10.9 -618
someol plate Ad debris for spetlal p0sllooirg B-F 6D -151 0-E M -in
requremers. C-F 81 0
Plre p0rfimatt rader.0.50inch truss pedometer
edge distance.
Potline
In feu of grvdm&pantie or rigid mYng nm purlins
to laterally brace chorda MfdlOwa:
Chord Sparing(io oc) Stad(fl) EndIO)
TC 24 4.17 1117
BC 120 0.W 1417
Appy pudles t0 dry gwrds above or meow firer
at 24'OC unless shorn mhelwim aboW.
Loading
01 hip suppose 6104 jxka with no webs,
tM sidejecks neve 6-100 Model vMh 040 pm
anis 4-2-0 overnal End ads have 6160 setio cr
with 600 cant and 4�2-0Ovpher,Right ads lacks
harm 0-0-0 arbad with.o-1)rant and 0-0-0
memarlg.
MOMS:
r Ih=Ww4ng is not madam atone forinnalaeon. PddmneLmomodm.aatmP.rgkg Is ora.ewer,moor Ws lm.
=T sM1gWmwEnonryrGionxhh to mMneW&None dung adah6an.
Try 8�fywatedwapy laaflGEwenaneoxreeEYJu MeaTxMMWylrlc.fbnWCnWnrlun RMMEn9Inev
y( s Na.750-4]45 stolon Pad Uun.sine a@,.Iadaarnre FL ung-IN Mi ON
Q NUIG I(oibxa8i or re a mason Dene 6 1457 P11 N.ne sorneard o
APEX
TrueHouse pE W.GWR PE Ne.585H PE No 71457 11 N.99998
673n Fly:2 SEON:1)90)17"68/FIAT
SELLERS RESIDENCE Oy: I FROM: DRW;
T33 dust 194.6 How 1 01126117
71'710
f 14 1 '2"4 1 43"1 '42 '0"63.0621'7 31 35 278
_ 4(„)=6X10(") =4X5 =3X4 =4X5 =6X10(")-3X4(
B C D E F
T W12
m W
1 KLi I H -Wo'
as 8 =8%8 =4X5 =H1010(^)(I) =6X8 -8X
3'7"10 3'0"6 3'0"6 3'0"8 3'7"10
3'7"10 6'8"1 6'8'7 12'8"14 16'4"8
Loading CrB lid) Wind CrMerla "way
Crisis(Rely ii PSH NWSICddda A Maximum Residues iter)
TCUL 40.W W nd SM'. NA Pg:NA CL NA CAT:NA PP Dellenion in lac UUefi UN Loc R /L1 I Rw I Rb I RL /W
TCM: 1J.W Speed:NA mph RNA CB:NA VERT(LL): 0.274 D 715 400 M 4410 1- I. /- I- I6.0
BCLL 000 Endows NA Lm NA Ca:NA VERTITLI: 0.5260 373 360 H 4410 /- 1- l- I- 140
BCIDL: 500 Cdegory:NA Snow Duction:NA HORZILL): 0.051 A - - M Min Brg Wdh Req+ 2.2
Des Lot 6200 E%P:NA 1401 ) 0.097 A - - H Min Brg Width Req= 2.2
'NCBCLL:10.00-" MeenildgM1LlUft COM IMNC ErRxla- Creep Fed.:1:5- Beto0gsM8Haraadgidsudam,.
Win ON TCDL NA par El Coda:FBC 2014 RES Mm TC CSI: 0.903 Bearings M&H require a brat Owe.
Load Damon,100 BCDL NA par TPI Rd:20D7 Mas BC CSI: 0,09
Spacing'.210' MWFRS Paul Di50 NA Rep Factor Used No Max,Web CSL 0.753 Maximum Top CMN Fomes Per Py(Im)
C&C Did a'.NA it FTAi W(Op10(0) Mfg Specified Camber: Crowds Tran Comp. Chtods Tena. Comp,
I:NA GCy:NA PIM,Type(.): A-0 0 -1W D-E 0 -7612
WIrol Duction:NA WAVE,HE VIEWVw:16.02.01.1216.13 B-C 0-5464 E-F 0 -5183
Lumber Full. --- 0-7602 F-G 0 -108
Vou.S. 13B(E9etllw6r12013) In lieu of structural pends or rigid Idling use pmdlns Maximum But Chord Room Pe,Pty(Its)Top rbord 2x4 SP M-31 t0 Mtemlly den chorda as iallwa: CMNs Tens Comp. CMNa Tena. Comp.
BA ChoralChoral2x6 SP SS Der. CMN Spacirg(in no) Smit(0) ErM(RI
Webs 2x4 SP 02:W1.W12 2x13 SP cit: TC 24 a DO 16 v
BC 120 01.00 16.37 L"--KL 3341 0 J-1 6666 0
Lumber Mue aM"138-uses deign clues Apply pains to any Chords abme or bane,fillers Efi63 0 -H 3340 0
approved Vl 013 by ALSC be 24'OC unless Mown Names slow. K-J 7116 0
Hellions The TC ofthis Russ shall be dared with attached
Nail SdOedule0131'x3',win.nails
spansd 24'ocin lieu NSWrimal NeaNing. Wei STens.Comp .eb Forces Per Ply Wass(Ib Tien COW.
Tap CMN:1 Roe, ®120P 0c. Additional Nolen
Bd CMN:1 Rue, @6W"Oc A-M B -49 D-J 0 -129
We
iftse, @4'O.c. Tessa must beindalled wshne,n MIN top Gob up. M-B 0-3662 J-E 1170 0
Use equs spacing between uses and easier nails The oerall haste of this loss erduding wantsg is B-L 2689 D E-I 0 -1474
in each roe,to..it spicing. 1-60. L-C 0-145T i-F 2(K7 0
C-K 11M 0F-H 0 -3661
pe
9aMI LOaM K-D 0 -142 G-H 0 -46
--(Lumber Our.Fac=100/Plate Our.Fac.=1.W)
TC-Fmm 114MIM O.WtO 114p11d 15.77
BC-From 43300 O.Wic 433pMa 1637
plating Notes
(1)-play.w maMM sem died ming Ph
Febncdion TderaO , Odegress Rtlafioel
Tokmnm,andlor zero Positioning Ttlenn®.
(-')5 Awe.)remain,Nernst IwaNmirg.Fisher to
soled pads pd rates for medw reckoning
require ails.
Plate nowlism onddera 050 inch truss Innmder
etlge daslance.
NOTES:
TOI.Thisd-1s:cnw ryoma3melmansaaMEm.PtbitimalmaucKne a[[ompanyirpnis Wndrainry.iMule EC511A3,
rT`rj NouN Es useU in mnjurvtlan with Nexly...artuacunniinsh titian.
Ta 6 / m7". mMy..fwe.m .o m d J �T.mmroyane. as P m Nrod.Emn.w
ya 8—roed.75n.47aeS.edmwra Cain,S.aa402..iauwnmu..R..., iw.ezl um
M'xliW0"Noniti JNre
M1By P Arun CnM6Muns, Jwxiryne E naMand
APEX
TrueHouse PEN 0M199 FE NO Nei PE No 7147 PE No bure
6737] PIy2 SEpR iT4ce/T30l MOND
SELIERS RESIDENCE GIy 1 FROM: TRW;
T34 Wgn 2582/44 / 012N17
1'79 3'09 5'8'12 79'6 8'10" 1110"10 13'11'4 15'11'13 18'0"7 18'0"
r7•e z'o•10 ro-10 z•o^1n ro°1o'+' ra••1o '� zo'tD z'o•1o +' 2•G"10�
=5X5 =5X5(--) =5X5
A 0 C D E F G H I J K
T
Wt
1L L 1 1
--I$�10'
T S R O P O N M LV
1114 10('� =5X5 =6X0(--) =5X5 114X10(-j
2']'14 2q'10 2'0"10 2'0'10 2q"10 2'0'10 2q"10 2'0"10 2714
2']•14 4'00 0'9'1 I 89"11 + 10'10'5 12'10"157 14'11"8+ 170.2 19'8'
Loading CMerk(pm Wind CrKerb Smw CH1eM IPS min P5F) DMINUM Charts ♦Maximum ReaeWna(gN)
TCLL 2000 Wird SYS ASCE7-10 Pg:NA CL NA CAT NA PPDbMMkn In !m Udat, LM LcR IU IRw /Rh IRL /W
TCDL: 7.0 Spend: IN mph Pp NA Cic" VERT(LL): OV9F BQ 240 U 2792 11203 I- I- I- 14.0
BCLL: 060 Ewa... Dared Lu:NA Ce:NA VERT(R): 0,510 F 40 235 V 3220 /2100 I- I- I- 18.5
BCDL: 5.00 Risk Crea":Il Stave bum n:NA HOMLU: 0.045A - - Wind reactions based an MWFRS
Des La: 32.0 EXP:C HORZITl 0008 A - - U Min Bq Width Rai= 1.5
I'llI 0.0 Mean Heigh:15005 COM I MMC Orilerla Creep Frier 1.5 V Min Bq Widen Req= 16
Sd@ 2.00, TCDL 42 Pm BMg Cade: FBC M14 RES Mal CSI: OJ0 SeeMlgs U S V arc a ngitl sudece.
Land Duration:1.25 BCDL:301tt1 TPI BM:2007 Mm BC C51: 0.9N BWnn,U 6 V family,a seat pate.
Sixot 24D- MWFRS Prake Dal:ObhR Rep Felons Used No Mr Web CSI:0,591
CSC Dim a:3.000 FTw:Mail q0) Mfg Speed Camber, Maximum Top Chord Fomes Per Ply(IM)
GCP:0.16 Plate Tyl>NsL Chords, TMm.Camp, CLNs Tem.Comp.
Wind Dumlion:160 WAVE VIEW Ver 160201,1215.13 A-B M -61 F-G P54 -4691
Lumber Platln9 Natx 0-C 1331 -215 G-H mi -4636
Value Set.1313(Eeectiw6l1I2013) All Virus are 3X4 except as noted. C-D 2DIM-= H-I 2431 -4003
D-E 2492-4018 I-J 1715 -2032
Top chord 2x4 SP 82 (•I4 rands)require special nualinnq.ROfer to E-F 2593-4438 J-K 5 -82
80 chord 2x6 SP SS Dense lad plate plat deate MI special positioning
Web.20 SP#3 W1,W202x8 SP 91: requiremenls. Maximum Bm Chand Forces,Per Py lips)
LUmberval—and"13B"uses design values Plate positions consider a 0.5D inch lru35 perimeter ChaNa Tens Comp. Chords Tam. Comp.
approved 1/3012013 by ALSC edge durance,
U-T 1383 -WS P-O MET -2769
Nailmb PUHins T-S 2 Ini 0-N 4314 -260
had SCheaulea.131'x3",min,only In lieu d slrumuml Panels or ngitl coifing use purlins S-R 365-230 N-M 30.18 -2116
Tap Chord:i Roy@12OX or, Io latualy,hes gpNs esfdlowa'. R-p 4251 -2%5 M-L 1776 -1115
Bd CMN:1 Role@85Voc. Chola Spoongfinod StaalB) Ena(S) p.P 45M -260I
Webs 1 R— @ 4-., TC 24 -060 19.0
Use Mins!spacing refused mss and wagger nails BC 91 -080 1906
nma l mw w..it anlhhg, Apply punlns to any duds above ce Maw fi!!M Maximum WM Forces Per Py(IM)
M 24'OC unless shown othemse above. Webs TVxComp_ Wes, Tens. Comp.
Special Loads TM TG dIn.mi-Mall be braced wilt)ala diad
—d-umbr DurFao=135/Plate DurEa4=1351 spans M 24'm in lieu of smrdum,sheathinA-U E -40 F-P 150 -99
9. U-B 95-152 P-G 22 0
TG Fenn asinine 50at O.00m Sdplfat 1967. B-T 11]5 -740 G-O 11 -75
BG FSO cdi at Omm Spllat 1967 De8x8on T-C 5]9 -852 0-H 935 -29
BG BD51ECwc Load Ad Od4 Max JTVERTDEFL LL:028-DIL 0.24'.See tlmail
BG 2111b Gam Loa]ai 0.90 DEFLCAERTD FL ILL p26ber mmmenMdom. C-S 7)J -539 H-N 261 -568
BG Vtllb ComB� W2 Is�onc Load st 2 90 Load a 1490 PrwNefive aMquate drainage of roof. p_R 534 _M N-M � _�
0G 2]OIbCMC Loadat 916
5.90 AtltltMnal NOW R-E 92 -348 M-J 1552 -Pat
BG 381b Cam Ml 890 E-p ZIS -56 J-1- 1207 -As9
BG 2101ECOnc.LoVMD.76 Truce mum M installed as shoed with top chard up. p_F 140 -229 H-L 30 -51
OO 554Ib1.art Loadat 1261 The overall height&this loss excluding Werlmngu
B6 529 Is Cam,Load M 1 146 1-80.
BG 02 In Com.Load M 18.81
BG 1086 It,COM.Land at 18.66
Wind
Wind lone and mansion brine on MWFRS.
NOTES:
r f.,M se, mralan,no curs mna.dueaimaaaueen MrxamPanm's NlMwrarrMm.lmw.acsllm,
mn.+a e.arab Wniawaan.mnma aenn.cr,a Pnmamreimutirdn.
Tg n wnp narai,Waname m er v �T mmNp Ino Fbnes a, on FNndaEmreer
e�F� Buerev lb.]Sa]-d]aS Eurlan paM CcuM1$uYe 902,Ja4cnnllq FL 323249mR1.5100 �X
APE
TueHouse PE fM 64439 pEN SflSfi pF Nn71,1a7... oNowca�aad
67337 1 SEON:IA35/T44I FLAT
SELIERS RESIDENCE pgt FROM: DRI:
T35 Wgh 53..,be I ... OlYVl]
1'9"8 42" 6'6"8 8'4"
f 2,4••8
n1113X4 -V5 =F14
6]37] PIy.1 SEON:17445 T5I I FLAT
SELLERS RESIDENCE py: 1 FROM: DRW;
T36 V, 5B.11pi / ... 016&17
f 2 "4 L1_4 5T' a4 + 0
18• 182134
l
A115X7("") =3X4 111(4 =f(4 1115X7("1
T �,7 E
es
W, W9
10
1X8 = X8 = X =G6 113XF8
1'11"12 1'11"8 1'11"8 1'11"12
1'11"12 3'11"4 5'10"12 T10'8
Lwdin9 Cranna been mnd CNMrla BnowcmerialPolain P6') Da SI CMerla AMa.imum Ramada.Dbel
TOLL: 2000 WiMS1d: ASCE7-10 Pg:NA Ct NA CAT NA PP Oefleabion in IoOLJdefi La, Loc R IUIRw IRb IRL IW
TCDL: 7.00 Spesd: 130 nal Pt NA Ce:NA VERTILLR 0.031C 999 240 J 10801559 I- I- I- /-
BOLL: ow E11rJmum:Closed Lu:NA Cs:NA VERT(TLI: 0.069 C 999180 F 18741579 I- I- I- I-
BODL 500 Risk Cadem, II Snow ouraffil MA HORZILL); 0.012A - - Wind reagions Mutl On MWFRS
Done Ld 32.00 EI(P:C HORIITLI:0.022 A - - J Min Brg W.&h R,= -
NCB(l10.00 Mean HepM;15.000 Code l Mho,Ctlam. Creep Fad0c 1.5 F Min IN,Width Rep= -
Sa1Fd IOD TCOL:4.2 pill Bldg Code:FBC 2014 RES MMxTC CSI: D.297
Load Dum8On:1.25 BCDL:30 pdf TPI SN'. 2007 MMIBCCSI: 0.372 Maximlan Top Chand Forces Per Ply IIel
Specrin, O• MFRS Pareld Oie:a to h2 Rep FMdoq Used:Yes Mm Web CSI:0695 Credit Tens.Comp. Chadds Tem. Comp,.
CBC DIM an 3.0011 FTIRT:30(OVID(0) all Specified Cameec A_B 6W-2046 C-D 024 -925
GCp:0.10 Plate Typal B-C 821-925 o-E 623 -201G
Wind Duration:1.60 WAVE VIEW Ver;16.02.01,1215.13
Lumber Pudlns Mazlmum BM Chord I.,Per Fly pane)
Value Set:13B(E6ediw 8/112013) In lieu d se mal wi Or rigid call cite Mum. CMNS Tens Come. Ckorde Tens. Corp.
Top chard 2x4 SP N2 be laterally brow chortle m holders: J.1 25 -0 H-G 215] -661
gas creel 2xB SP$S Denied CMN Spasou npal SIedIRI Earle) LH 21M -644 G-F 25 -0
Webs 2e4 SP 02W1,W9 M SP W1: TC 24 0,00 788
W3.W5,W7 ad SP N3: BC 94 0,00 780
Lumber value mal-139'uses des lues Apply parins to any chords above Or below xim
fillers Maum Fomes Per FoPer Ply Qhs)
approved l/3N2013 by ALSO design von st 2P OC unless shorn dMlwis,above. Webs Tena Camp. Were Tens.Cbn,.
The TC N Nis buss shall[¢braved with elexthad A-J 531 -17M H-D 803 -233
Speclal Loafs spent 812P'min lieu of shuouM sM1Wl A-1 2535 -7]5 0-G 211 -8'R
—(Lumber Du[Few=1.251Plahour Fes.=125) AddMmal Nobs 1-8 229 -6✓•J G-E 269 -001
TC-From 54pfa1 0.0010 54p8e 788 Trots mull be inMpletl as sM1oxn wdM1 to clardu B-H 792 -254 E-F 518 -1761
DC-From 50M 0onto Sp11w 780 P F. C-H 31 -63,
BC-11051b Cone.Load M 194 Th....It M1elgM d Nis bass Mmulin9 Msrmal
BC-10911b Cane 1,0 as
M 394 2-06.
BC-ID931b Doric Lead el 5.94
Plating Nwhe
('-)2 petals)mands spel po.bad,.Rehrt,
waled pills pd tlHails faceplate pmm,min,
adisdemenb.
Plate mOlions tattler a 050 inch mass penmMM
edge dislanca.
Hangars I Ties
(J)Hanger Supped RMluired by oMers
Wind
Wind loads and rexfione bored 0n MWFRS.
EM Mediwlt rid exposed m xiM premuw.
NOTES:
r 1 misarne g.s not w andrit alone MinWlum PWI4nal inehuctim,xwmpniYb9lfii,Inm Cmnry,itywa9C5112e.
Nodd be rom.n wnrwrnon row me wdMmnwa ideas made ds mMtw.
Beee,eNosaSuffern wCold Swe 40iesonre,F.N4.904. 12MTg RrodEngmw
Mimes'G"am No PE NO didail FE No 71457 J1E a. ERCMand
APEX
rueHouse PE Ho.BL838 PE NO S&N4 PE No 1145] PE No&X99
67377 Ply:i SEON:iTl56/T32/FIAT
SELLERS RESIDENCE Cy: 1 FROM: DRW:
T37 Wgt 16's lots I ... 01/26/17
TIII�X4(") 1113X4(••)
I B
N
1113X4('•) 1113X4)
3'10"8
lik3'10"8
Loadlrrg Criteria dere Wind Chance So.CrRMe Ine.rs m I'BH DaRICSI Unit •Maximum Rxctlons(Ibs)
TCLL: 20.00 Wind Std ASCE 7-40 Pg:NA Ct NA CAT:Na PP Denndimin Ioc Lldefi 1/a Loo R to IRw /Rh /RL IW
TCOL: 7.00 Speed: 139 mph Pf:NA Ce:NA VERTILL): 0.000 B 999 240 D 306 192 1- 1- l- 1-
BCLL: 0.00 EMosum:Closed Lu:NA Cs:NA VERT(TL): OWO B 999 180 C 306 192 I- I- I- I-
BCDL: 5.00 RIA Category:11 SMvr Duration:NA HORZ(LL): 0000A - - Wind raassums based on MWFRS
Dna Ld: 32.00 EXP:C H,DR2(IL):0.000 A - - D Min B9 WMM1 Req= -
-NCBC ,1000— Mom HngM:.t 0* Cetla'/Mimfcerrir Creep Footer,l:5 _C Min BqWON Req=
-
SoMt. 200 TCDL:4.2 pg Bldg Code:FBC 2014 RES Max TC CSI: 0238
Lead Duration:125 BCOL 30 psi TPI&it M07 Mex BC CSI: 0.972 Maximum Top Chord Forces Per Py jibs)
Sparing:240" MFRS Peralld Dig:O 10 W Rep Factors Used yes Max Web CSI:0.120 Chorda Ten.Come
CBC Dig a:3608 FT/RT:30(OVIO(N Mfg Spedfietl Camber. A-13 8 -25
GCd:0.18 Plate
VfinciDumliona60 WAVE VIEW Vec 16 02 01 1215.13 Maximum Bot Cbmd Forane Per Py(Ibs)
Lumber Purina Chords Tens.Comp.
Value Set:13B(E8ediis 611/2013) In lieu of slhustural panels or irk c lira use puNna o-C 25 -8
Tap shok 2x4 SP r2 to Illegally brace chords as lolloes:
Bol ab'd 2x4 SP k2 Close Spashudin rc) South) ENddN
Webs 2x4 SP p3 TC 24 000 3.88 Maximum Web FgrCea Per Py(lial
Lumber value sg'Y3B"uses design lues BC 47 0.00 3.88 Webs Tene.Con, Webs Tena.Camp.
tl1ueset ] Ases M're Apply porins la my chwdaeMve oh Nobe Plant A-D 52 -t05 B-C 52 -iM
approve by al 24"00 unless sh.en chemise above.
Bracing The TE IXIM1Is busaspa4tebmred nits atlacMd
Fazlen rated Shedding to use fare MMis forms spans at24'o,,m1ieudsWgura1shealNngh,
SpostalL tl Additional Moral -
--(L be D rFs:125/Plele Dur Fait 125) Trvse mal be instegetla sh nmm top thud up.
TC-Fm. 54pgg AWN, 54dfee 3.88 The marrall M1g9M M this more xcluding o-serhahgA
BD-Fmm tOdfat 0001. Island 388' - 2-60: -
BIC- 363lb Cone Woman 1 94
Plating Notes
(")4 Rele(s)require spetlal poslfichug-Peter 1.
scNm dine dot devils/or spega'pmNgting
Plate ssM1.ns amskg a 0.30(nUt three penmeler
edge distance.
Hardness I Two
(J)Hunger Summit Required,by others
Wind
Wind loads and madions based on MWFRS.
End veNola not expounder vriM pmsum.
NOTES:
�f` ImWs��nhrraMioam 1 e,emaWhu... Mo urs sable havunpvainq mmwss amnry.irclWe ecsllm.
\\r a our sabonwnhue.mnh.ams oboe dud�y iwm.um.
TH 2.FNx T9tlaMyy i..h9tidu same.bor'es Mex Tedrsespst,FlwY WMnhn. Mhd.Emmen
Eurmuh1..7547.47455N nPa cwm S.M4o2,ArF mnaiL32224-eN,ERIUM
1YueHouse NO-'s � o�� E No 11:11 '.No arms k
APEX
8]377 PM.1 SEDN:176M 1 T791 MONO
SELLERS RESIDENCEM
O1] FROM: DRW:
T38 '.L'.alar
0.25 12
A B 1113X4" 1114X5 C
T
O N
(V N
11 C5 1 D'
E D
1113X8(") 1113X4(")
, 8'10.
V2n
8'10"
Loading Criteria( WMd CHMda Stow Crtlaris(W,PI In PSF) O SI Cr da A Maximum Reactlons(Ibs)
TCLC 21). Wind Rd: ASCE]-10 P9:NA d:NA WT:NA PP Delle Iron in Ioc UdMl lhB Loc R IU IN. I Pot IFIL IW
TCDL: 700 Speed 13D mph Walk Ce:NA VERT(LQ: 0.0018 999 240 E Sol 1826 /289 I- /11 16.0
BCLL: ow EMoeure:Closed Lu:NA Ca:NA VERT(TL): 0.002 B 939 100 D 283 I75 /102 1- 1- 1-
Bli 5W Risk Canxi 11 S.Dureuon:NA HORZ(Lq:-DA11C - - Wrol 28c1gns based on MWFRS
Des LW 32.00 R E)(P:C HORZ(1L):-0.021C - - E Min Bry Wdlh Req= 1.5
NCBCLL'.10.00 Mean Heigh:1500 A Code l adleo Cr8er6 Cresp Fehr:1.5 D Min Bry With Req= -
Sogll: 2.D3 TCDL:4 2 psl BMg Code. FBC W 14 RES Max TC CSI: 0.557 BeaMg E 6 a had audaca.
Load Durafien:125 Bli 3.0 pat TPI Std WV Mas BC CSI: 0.582 Beane E requires a records'..
Seating'.24.0MARS Peaks Us:hn No h Rep Factory Used:Yes Max Web C51:0.232 Maximum Top Chord Forces Pat%y(Ibe)
C&C D61 a:3,000 FTRT:30(OA10(0) Mig Specified Oemae[ Ohms TmoC hro CMN. Tens. Comp.
DCO:0.18 Prom Tiquipt:
Wind Dura'ien:IN WAVE VIEWVer:18.02.01.1215.13 A-B 5 0 B-C 2 -�
Lumbar Addltbnal W.
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UQ OUJQ FE No.E06t9 PE No.5flV9 HE No 71457 PE No.W]4Ba
o GENERAL NOTES STRUCTURAL MASONRY:
DESIGN CRITERIA
Q1 . CODES USED: 2014 FLORIDA BUILDING CODE, MASONRY CONSTRUCTION SHALL BE IN 0�0'
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z CODE: 2014 FLORIDA BUILDING CODE (FBC) ACI, NDS, APA AND ASCE 7. ALL LATEST E ITIONS. ACCORDANCE WITH FBC AND IN ACCORDANCE U N z oo .
� 2014 FLORIDA RESIDENTIAL CODE (FRC) WITH THE SPECIFICATIONS FOR MASONRY - 00
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LEVEL 3 ALTERATION - PRESCRIPTIVE MET-HOD STRUCTURES, ACI 530.1 -05. 0o z
w 1 2. ALL DESIGN, CONSTRUCTION AND MATERIALS ACI 3.5 D LIMITS THE GROUT LIFT HEIGHT TO 5' z z
0 SHALL BE IN ACCORDANCE WITH APPLICABLE TOLERANCES FOR CENTER REINFORCING: z m o
REV PER FBC 2014 AND REQUIRES A 1 -HOUR INITIAL SET TIME o 000 F=
c„ WIND DESIGN CRITERIA MODES AND AUTHORITIES HAVING JURISDICTION ON " Q
F- BETWEEN LIFTS. CENTERLINE LOCATION SHOULD BE WITHIN 1 2 N
= SECTION 1609, & ASCE 7-10 / •• of
� OVER THE WORK. INCH (13MM) OF CENTER OF MASONRY. � � �- Q o
BASIC WIND SPEED: 130 MPH (3-SEC GUST)
of RISK CATEGORY TYPE II BUILDING 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND STEMWALLS: HORIZONTAL LOCATION SHALL BE ` WITHIN 2 0 CO o w
CONDITIONS AT THE JOB SITE PRIOR TO MASONRY STEMW LLS SHALL BE IN ACCORDANCE INCHES (51 MM) OF THE CENTER SOF THE CELL. 0 Q
� IMPORTANCE FACTOR. 1 0 REINFORCING SHALL MAINTAIN POSITION � � Q o w
MEAN ROOF HEIGHT: < 30'-0" COMMENCING CONSTRUCTION. WITH FBC AND AS NOTED IN THESE PLANS. ON WITHOUT o o � o
o STEMWALL TO BE A MAXIMUM OF (6) COURSES TALL, BEING TIED. Z J 0 o0
� EXPOSURE CATEGORY: D
- DRAWINGS DO NOT MOVE REINFORCING AFTER INITIAL SET 0 00 0
m ENCLOSURE CLASSIFICATION: ENCLOSED 4. DETAILS FOUND WITHIN THESE D NG CONTACT ENGINE R OF RECORD IF STEMWALL WILL -
_, SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR (6) OF GROUT. Q `� N 9
0 INTERNAL PRESSURE COEF. ±0.18 T EXCEEDCO RSES IN HEIGHT.>,
� THIS JOB ONLY. DETAILS SHALL GOVERN STEMWALL AND ONOLITHIC FOOTINGS ARE w '-
ROOF SLOPE. (1 /4 . 12 ) TYP
m CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE REINFORCING AT EACH FACE: Q o w
cn EDGE STRIP = 10'-0" (C&C) INTERCHANGEABLE. WHERE THREADED RODS ARE rn v
cn
NOTED ON THE PLANS. EMBEDED 12 INTO STEMWALLS, THE TOP TWO MAINTAIN AT LEAST 1 /4 INCH (6 IMM) CLEAR OF cf) � - Q
C' - WIND PRESSURES MASONRY FOR FINE GROUT AND 2 INCH (13 00 Q z o
ASCE 7 10, MWFRS COURSES OF STE WALL MUST BE FILLED. / Z 00 [):�
5. DIMENSIONS ARE SHOWN FOR REFERENCE
MM) FOR COARSE GROUT. 0 - w o 0
Main Wind Reinforcing System Wall Pressures (PSF) REINFORCING SHALL BE PLACED 1 INCH CLEAR U � Q a- w
o -- - - ONLY. REFER TO ARCHITECTURAL PLANS FOR TO THE SIDE OF THE DOWELS.
Load se _ 48.7ALL DIMENSIONS. IF DIMENSIONS CANNOT BE MASONRY CONSTRUCTION:
J Load Case 2 46.3 DETERMINED FROM THE ARCHITECTURAL PLANS,
CONTACT THE ENGINEER OF RECORD. CONCRETE MASONRY UNITS CMU : SHALL BE HOLLOW BOND BEAMS:
ASCE 7-10, COMPONENTS AND CLADDING UNIT MASONRY IN ACCORDANCE WITH ASTM C 90 AND HORIZONTAL REINFORCING SHALL VE 1 /4 INCH (6
o _ SHALL HAVE A MINIMUM NET AREA COMPRESSIVE MM) CLEAR OF MASONRY FOR FIIIIE GROUT AND
6. WHERE REFERENCE IS MADE TO VARIOUS TEST STRENGTH OF 19 0 PSI WHEN USING TYPE M 0 R S
1 /2 INCH (13 MM)FOR COARSE G OUT.
LRFD- Component and Cladding Wall Pressures (PSF)
Zone 4 Zone 5
STANDARDS FOR MATERIALS, SUCH STANDARDS MORTAR (ASTM C 270) KNOCK OUT WEB BLOCKS SHALL E USED FOR
�-- Eff Wind Area SHALL BE THE LATEST EDITION AND/0R IN ACCORDANCE WITH ACI 530 THE 1900 PSI BLOCK
BLOCK AT THE TOP AND/OR THE BOTTOM OF
z + - ADDENDA. IN COMBINATION WITH TYPE M 'OR S MORTAR
o - ZOSF •4 - #7 50.4 -84.654
THE BOND BEAMS, DEPENDING ON THE LOCATION.
PROVIDES A DESIGN COMPRESSIVE STRENTH (f'm) OF WIRE MESH OR SOME OTHER MEANS SHALL BE
0 21 - SQSF 47.61 -51.6 47.6 -79.9 1500 PSI. USED TO PREVENT GROUT FROM RSCAPING FROM
51- 100 SF 43.8 -47.5 43.8 -73.6 SOILS: THE BOTTOM OF THE BOND BEAMS INTO CELLS
z WITHOUT VERTICAL REINFORCING.
v 101- ZOO SF 41.3 -44.8 41.3 -69.4 SEE SECTION BEL W FOR GROUT SPECIFICATIONS
0 201- 500 SF 38•fi -41•g • -64.7 MINIMUM ALLOWABLE SOIL BEARING CAPACIT =
DEFINITIONS: GROUT. H
� 2000 PSF � O
z -2000 3a.3 -38.3 35.3 -59.2 SUBSURFACE SOIL CONDITIONS WERE NOT GROUT POUR HEI HT - THE TOTAL HEIGHT OF MASONRY TO BE THE GROUT SHALL BE IN ACCORDANCE WITH w
AVAILABLE AT THE TIME OF THIS DESIGN. THE GROUTED PRIOR TO ERECTION OF ADDITIONAL MASONRY. ASTM C 476 AND SHALL HAVE A MAXIMUM �+
F_ FILL BELOW THE FOUNDATION SHOULD BE FREE GROUT POUR - CONSISTS OF ONE OR MORE GROUT LIFTS. COURSE AGGREGATE SIZE OF 3 8 ' PLACED AT � H �
ASD- Component and Cladding Wall Pressures (PSF) / p 0 v)
OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS GROUT LIFT - THELAYER OF ,,ROUT PLACED IN A SINGLE CONTINUOUS AN 8" TO 11 SLUMP AND HAVE MINIMUM 0 W
o4.4
Zane 4 Zane 5 OR ANY OTHER DELETERIOUS MATERIAL. SOL OPERATION AN I IT TO 5 FEET (1524SPECIFIED COMPRESSIV TR EffW�ndArea D LIM ED MM). E S ENGT OF 2000 PSI � [--�
- + - MUST BE COMPACTED TO 95% MODIFIED PRO TOR RODDING - THE CT OF COMPACTING FRESHLY POURED CONCRETE OR AT 28 DAYS WHEN TESTED IN AC ORDANCE WITH °O �
w 0- 20SF 30,2 -32.8 30.2 -50.8 MAXIMUM DRY DENSITY FOR A DEPTH OF 2 -0" GROUT IN ITS FORM BY FRE-SING THE MASS OF AIR POCKETS WITH ASTM C 1019. Z `r'
PEA t--�
28.6 -31.0 28.6 45.0 HE : FOOTING: j REPEATED STABS OF A RODS
x 21- 50 SF -
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USE OF A TAMPINGROD. . a: H 101- 200 SF 24.8 -26.9 24.8 -41.6 �
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PUDDLE - THE ACT OF WORKING CONCRETE TO ELIMINATE HONEYCOMB, STEEL REINFORCEMENT:
►- 201 - 500 SF 23.1 -25.1 23.1 -38.8 AND TO PRODUCE A DENSER MASS.
0 501-1000 SF 21.2 -23,0 21.2 -35.5 FOOTINGS AND FOUNDATIONS: PUDDLE STICK - STICK OR ROD USED TO CONSOLIDATE GROUT BY
HAND. REINFORCING STEEL: SHALL BE TM A615,
FOOTINGS AND FOUNDATIONS SHALL BE IN GRADE 60 STEEL REINFORCEMENJ SHALL BE IN
z FLOOR DESIGN LIVE LOAD: 40 PSF ACCORDANCE WITH FBC AND AS NOTED IN T ESE ACCORDANCE WITH FBC, ACI 318 AND AS NOTED DESIGN
0 MASONRY CONSTR CTION AND INSPECTION GUIDELINES: CRITERIA
,- BALCONY DESIGN LIVE LOAD: 60 PSF PLANS. WELDED WIRE REINFORCING (WWR): S ALL1 . LAY UP MASO RY IN RUNNING BOND FOR SIZES AND REINFORCING IN THESE PLANS.
ROOF DESIGN LIVE LOAD: 20 PSF BE ASTM A185, FURNISH IN FLAT SHEET PER PLANS AND LEVATIONS. CONCRETE COVER SHALL BE IN CORDANCE
WITH FBC AND AS FOLLOWS:
0 2. FACE SHELLS OF BED JOINT SHALL BE MORTARED.
n DEEP FOUNDATIONS: 3. WEBS SHALL E MORTARED AT CELLS TO BE GROUTED. 3 FOR CONCRETE CAST AGAINS AND o
GENERAL NOTES: 4. VERTICAL CELLS ARE TO BE ALIGNED WHERE THEY ARE TO BE PERMANENTLY EXPOSED TO FART z
SHOULD DEEP FOUNDATIONS BE USED WITHIN GROUT FILLED UNLESS BOND IS SHIFTED DUE TO SITE CONDITIONS. 2" FOR CONCRETE EXPOSED TO EATHER OR IN
0 CONTRACTOR SHALL VISIT SITE TO OBSERVE THIS DESIGN, A LICENSED MATERIAL TESTING 5. INSTALL HORIZONTAL JOINT REINFORCING AT 16 INCHES (407 MM) CONTACT WITH GROUND
CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. AGENCY SHALL VERIFY THE MIN. REQUIRED PILE ON CENTER STARLING FIRST BLOCK ABOVE FOUNDATION. 1 -1 /2" FOR CONCRETE NOT EXP SED TO w 91�
D LOADS AS SPECIFICED ON THE PLANS. A LOAD 6. MAINTAIN MINIMUM OF 1 /2 INCH (12.7 MM COVER ON JOINT WEATHER OR IN CONTACT WITH OUND U
>- CONTRACTOR SHALL BE RESPONSIBLE FOR )
z AND D TEST WILL BE REQUIRED TO VERIFY CONDITIO S. REINFORCING TO EXTERIOR AND REINFORCING SHALL BE EMBEDDED IN VERTICAL AND HORIZONTAL REIN RCEMENT WILL
Q VERIFICATION OF ALL DIMENSIONS N MORTAR. !, BE LAPPED FOR 36 BAR DIAMET S OR 24
CONDITIONS PROVIDED ON DRAWINGS PRIOR TO w
START OF CONSTRUCTION. RESOLVE ANY STRUCTURAL CONCRETE: 7. GROUT SPACES BOTH VERTICAL AND HORIZONTAL ARE TO BE WHICHEVER 1S GREATER. ALL REI FORCING STEEL A
z
SUBSTANTIALLY FREE OF DROPPINGS DEBRIS LOOSE AGGREGATE AND SHALL BE PLACED IN ACCORDAN E WITH THE
DISCREPANCIES WITH THE ENGINEER PRIOR TO w
ui
z COMMENCEMENT OF WORK. _ _ ANY MATERIAL DELETERIOUS TO MASONRY GROUT. TYPICAL BENDING DIAGRAMS AND PLACING
0 CAST IN PLACE CONCRETE. SHALL HAVE A 8. INSTALL REINFORCING IN GROUT CELLS PRIOR TO GROUTING. DETAILS OF ACI STANDARDS. A REINFORCING A �'
COMPRESSIVE STRENGTH OF 3000 PSI AT 28 9. GROUT SPACE ARE TO BE INSPECTED PRIOR TO PLACING GROUT. STEEL SHALL BE HELD SECURELY IN POSITION
o CONTRACTOR IS RESPONSIBLE FOR THE DAYS. CONCRETE AND STEEL REINFORCEMEN 10. FILL CELLS AS NOTED ON THE PLANS, ELEVATIONS AND DETAILS. WITH STANDARD ACCESORIES D ING PLACING
cn PROTECTION OF THE PUBLIC AND ALL SHALL BE IN ACCORDANCE WITH FBC. OF CONCRETE. SPLICES IN REIN RCING, WHERE
z CONSTRUCTION PERSONNEL AND MUST COMPLY 11 . PLACE GROUT IN LIFT TO 60 INCHES IN HEIGHT (CLEAN OUT HOLES .
0 WITH ALL APPLICABLE OSHA SAFETY SLABS ON GRADE: ARE NOT REQUIRED).
PERMITTED, SHALL BE AS FOLL S: MASONRY:
REQUIREMENTS THROUGHOUT THE DURATION OF 12. A REINFORCIN BAR MAY BE USED TO ROD GROUT IN CELL, TO
48 BAR DIA.
ry THE WORK.
FILE COPY
ry SLABS ON GRADE: UNLESS NOTED OTHERWISEON ENSURE THERE A E NO VOIDS IN GROUT. CORNER REINFORCEMENT SHALL E LAPPED 30
cn THESE PLANS, SLAB THICKNESS IS 4 . SLAB 13. PLACE REINFORCING APPROXIMATELY 1 INCH (25 MM) TO THE SIDE
o THE CONSTRUCTION DOCUMENTS REPRESENT THE SHALL BE POURED OVER A 10 MIL. VAPOR OF DOWEL IN CEL ACI 530-1 .12.3.3 REVIEWED FOR CODE COMPLIANCE
v ( CITY OF ATLANTIC BEACH
FINISHED STRUCTURE. THEY DO NOT INDICATE BARRIER AND THE SOIL SHALL BE PREPARED 14. GROUT SHOULDSET IN APPROXIMATELY 90 MINUTES DEPENDING ON
o > FOR TERMITE PREVENTION E VE N TI O N PRI 0 R TO POURING.U R I N SEE PERMITS FOR ADDITIONAL
THE METHOD OF CONSTRUCTION. THE GROUT SLUMP AN WEATHER CONDITIONS. REQUIREMENTS AND CONDITIONSrill
-,
>- w PROVIDE ALL MEASURES 6x6 W1 .4xW1 .4 WWR TO BE PLACED IN THE
� � CONTRACTOR SHALL PR E 15. DO NOT BEND OR MOVE REINFORCEMENT AFTER GROUT HAS SET. � REVIEWEDBY: � oaTE: ' �'! � � �- �
w � NECESSARY TO PROTECT THE STRUCTURE DURING C,E ITER OF THE SLAB. WWR SHALL BE LAP ED 16. FILL ALL CELL SOLID BELOW FINISH FLOOR ELEVATION. JEli4EYR. SE,; tRS
o- CONSTRUCTION. SUCH MEASURES SHALL 8 THE USE OF FIBERMESH SHALL BE ALLOWED 17. PROVIDE LEVE "B" QUALITY ASSURANCE, AS PER E4
'R ACI 530-05 FL PE
J INCLUDE, BUT NOT BE LIMITED TO, BRACING, IN LIEU OF WWR. MINIMUM FIBER LENGTH 2
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~ x OF RECORD SHALL NOT BE RESPONSIBLE FOR _ H
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+ - + - OR ANY OTHER DELETERIOUS MATERIAL. SOIL OPERATION AND IS LIMITED 5 FEET (1524 MM).
SPECIFIED COMPRESSIVE STRENGTH 0 2000 PSI
0
H � oo �
w - MUST BE COMPACTED TO 95% MODIFIED PROCTOR RODDING THE ACT OF COMPACTING FRESHLY POURED CONCRETE OR AT 28 DAYS WHEN TESTED IN ACCORDANCE WI
_ SrQ:
0 0- 20 SF 30.2 32.5 3i�.2 .$
C '-0" GROUT IN TS FORM BY F EING THE MASS OF .AIR POCKETS WITH ASTM C 1019. �
,�, ,6 _qg,p VAXIMUM DRY DENSITY FOR A DEPTH OF 2 _
� 21 - 50 SF 25.E -31.0 28
BELOW THE BOTTOM OF THE FOOTING REPEATED STABS OF A ROCS.
m E�
w 51- 1005F 26,3 -25.5 26►.3 -44.2 PUDDLING - THE PROCESS F INDUCING COMPACTION OF GROUT BY
w 101 - 200 SF 24.8 ! -26.9 24.8 USE OF A TAMPING ROD.
PUDDLE - THE ACT OF WORKING CONCRETE TO ELIMINATE HONEYCOMB, STEEL REINFORCEMENT:
201 - 5t 4SF 23.1 -25.1 23.x. -38.8
�- _ � _23,0 21.2 -35.5 AND TO PRODUCE A DENSER �� _SS.
501 1000 SF 21.2
o FOOTINGS AND FOUNDATIONS: PUDDLE STICK - A STICK OR R _,D USED TO CONSOLIDATE GROUT BY
REINFORCING STEEL: SHALL BE ASTM A615,
� HAND. GRADE 60 STEEL REINFORCEMENT SHALL BE IN DESIGN
� FLOOR DESIGN LIVE LOAD: 40 PSF FOOTINGS AND FOUNDATIONS SHALL E IN
ACCORDANCE WITH FBC AND AS NOTED IN THESE N I GUIDELINES: ACCORDANCE WITH FBC, ACI 318 AND AS NOTED CRITERIA
z BALCONY DESIGN LIVE LOAD: 60 PSF MASONRY CONSTRUCTION AND INSPECTION IN THESE PLANS.
0 ROOF DESIGN LIVELOAD: 20 PSF PLANS. WELDED WIRE REINFORCINGWR
( : SHALL 1 . LAY UP MASONRY IN RUNNING BOND FOR SIZES AND REINFORCING CONCRETE COVER SHALL BE IN ACCORDANCE
BE ASTM A185, FURNISH IN FLAT SHEET PER PLAN AND ELEVATIONS.
WITH FBC AND AS FOLLOWS:
0 2. FACE HELLS OF BED JOINT SHALL BE MORTARED.
0 3" FOR CONCRETE CAST AGAINST AND
m 3. WEBS 'SHALL BE MORTARED _AT CELLS TO BE GROUTED.
m DEEP FOUNDATIONS: ,
GENERAL NOTES: �i
4. VERTICAL CELLS ARE TO BE,: ALIGNED WHERE THEY ARE TO BE PERMANENTLY EXPOSED TO EARTH
FOUNDATIONS BE USE WITHIN GROUT FILED UNLESS BOND IS SHIFTED DUE TO SITE CONDITIONS. 2" FOR CONCRETE EXPOSED TO WEATHER OR IN
� SHOULD DEEP F CONTACT WITH GROUND
o CONTRACTOR ACTOR SHALL VISIT SITE TO OBSERVE THIS DESIGN A LICENSED MATERIAL ESTING 5. INSTALL HORIZONTAL JOINT REINFORCING AT 16 INCHES (407 MM) Con
U
T BEGINNING CONSTRUCTION. ' VERIFY THE MIN. REQUIRED PILE TE STARTING FIRST BLOCK ABOVE FOUNDATION. 1 -1 /2" FOR CONCRETE NOT EXPOSED TO Q
w CONDITIONS PRIOR C AGENCY SHALL VER ON CENTER HER OR IN CONTACT WITH GROUND.._:
LOADS AS SPECIFICED ON THE PLAN"'). A LOAD 6. MAINTAIN MINIMUM OF 1 /2 INCH (12.7 MM) COVER ON JOINT WEATHER
>- CONTRACTOR SHALL BE RESPONSIBLE FOR TEST WILL BE REQUIRED TO VERIFY CONDITIONS. REINFORCING TO EXTERIOR AND REINFORCING SHALL BE EMBEDDED IN VERTICAL AND HORIZONTAL REINFORCEMENT WILL
z D BE LAPPED FOR 36 BAR DIAMETERS OR 24"2
Q VERIFICATION OF ALL; DIMENSIONS AN MORTAR.
CONDITIONS PROVIDED ON DRAWINGS PRIOR TO U SPACES BOTH VERTICAL, AND HORIZONTAL ARE TO BE WHICHEVER IS GREATER. ALL REINFORCING STEEL
CON Y TE: 7. GROUT SHALL BE PLACED IN ACCORDANCE WITI THE w
z START OF CONSTRUCTION. RESOLVE AN STRUCTURAL CONCRETE . SUBSTANTIALLY FREE OF DROPPINGS, DEBRIS, LOOSE AGGREGATE AND
EER PRIOR TO TYPICAL BENDING DIAGRAMS AND PLACING
� DISCREPANCIES WITH�I THE ENGIN ANY MATE IAL DELETERIOUS TO MASONRY GROUT.
� AVE A DETAILS OF ACI STANDARDS. ALL REINFORCING A
o COMMENCEMENT OF WORK. CAST-IN-PLACE CONCRETE: SHALL 8. INSTAL REINFORCING IN GROUT CELLS PRIOR TO GROUTING.
COMPRESSIVE STRENGTH OF 3000 PSI AT 28 ACES ARE TO BE INSPECTED PRIOR TO PLACING GROUT. STEEL SHALL BE HELD SECURELY IN POSITION
� NT g. GROU SP WITH STANDARD ACCESORIES DURING PLACING w
CONTRACTOR IS RESPONSIBLE FOR THE DAYS. CONCRETE AND STEEL REINFORCEMENT 10. FILL C LLS AS NOTED ON THE PLANS, ELEVATIONS AND DETAILS.
o
PROTECTION OF THE PUBLIC AND ALL SHALL BE IN ACCORDANCE WITH FBC. OF CONCRETE. SPLICES IN REINFORCING, WHERE
co P 11 . PLACE GROUT IN LIFT_:�-TO 60 INCHES IN HEIGHT (CLEAN OUT HOLES SHALL BE AS FOLLOWS: MASONRY:
z CONSTRUCTION PERSONNEL AND MUST COMPLY PERMITTED,
o ARE NOT REQUIRED).
WITH ALL APPLICABLE OSHA SAFETY SLABS ON GRADE. 48 BAR DIA.
12. A REINFORCING BAR MAY BE USED TO ROD GROUT IN CELL, TO
UIREMENTS THROUGHOUT THE DURATION OF CORNER REINFORCEMENT SHALL BE LAPPED 30".
REQ SLABS ON GRADE: UNLESS NOTED 0 HERWISE ON ENSURE T ERE ARE NO VOIDS IN GROUT.
THE WORK THICKNESS IS 4 '. SLAB 13. PLACE REINFORCING APPROXIMATELY 1 INCH (25 MM) TO THE SIDE
THESE PLANS, SLAB
zDOCUMENTS REPRESENT THE SHALL BE POURED OVER A 10 MIL. VAPOR OF DOWEL IN CELL (ACI 530-1 .12.3.3)
o THE CONSTRUCTION PREPARED SET IN APPROXIMATELY 90 MINUTES DEPENDING ON
BARRIER AND THE SOIL SHALL BE 14. GROUT SHOULD
0nw FINISHED STRUCTURE. THEY DO NOT INDICATE
w ION. THE FOR TERMITE PREVENTION PRIOR TO POURING. GROUT SLUMP AND WEATIJER CONDITIONS. REVIEWED FOR CODE COMPLIANCE
ory THE METHOD OF CONSTRUCT 6x6 W1 .4xW1 .4 WWR TO BE PLACED IN THE \
>- w CONTRACTOR SHALL PROVIDE ALL MEASURES 15. DO NOT BEND OR MODE REINFORCEMENT AFTER GROUT HAS SET. CITY OF ATLANTIC BEACH
w NECESSARY TO PROTECT THE STRUCTURE DURING CENTER OF THE SLAB. WWR SHALL BE LAPPED 16. FILL ALL CELLS SOLID .BELOW FINISH FLOOR R ELEVATION. SEE PERMITS FOR ADDITIONAL JEFFREY B: SELLERS
ry
N E FL PE#68313
w m ALLOWED E D A L I T Y ASSURANCE A S PER ACI 5 3 0-0 5 REQUIREMENTS AND CONDITIONS 1/24/2017
a CONSTRUCTION. SUCH MEASURES SHALL 8 THE USE OF FIBERMESH SHALL E 17. PROVI E LEVEL B Ql j
>- = REVIEWED BY: ftr"ATE:
-� INCLUDE, BUT NOT E LIMITED TO, BRACING, IN LIEU OF WWR. MINIMUM FIBER LE GTH TABLE 1 .1 .2.
illilljll
U) SHORING FOR LOADS DUE TO DEMOLITION AND 1 /2 .
w w
THE ENGINEER
_ � CONSTRUCTION EQUI HENT, ETC.
� r DRAWING SHEET.
n OF RECORD SHALL OT B� RESPONSIBLE FOR
w
Ld THE CONTRACTOR'S MEANS, METHODS,
z Q TECHNIQUES, SEQUE CES FOR PROCEDURE OFS1
Q z CONSTRUCTION, OR
HE SAFETY PRECAUTIONS OFFICE COPY
o INCIDENT THERETO (NORAND THE PROGRAM A-+
z SHALL OBSERVATIONI VISITS TO THE SITE INCLUDE
� INSPECTION OF THESE ITEMS).
� z
i
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7r4.0 MATERIAL SPECIFICATIONS U N
1 .0 LEGEND & FRAMING NOTES
z
4.1 WOOD 4.9 WOOD STRUCTURAL PANEL - 0 0
L.I I(2)2x6-1/2 -HEADER/BEAM CALL-OUT(SEE DETAIL 10/ST-5) 00 z
NUMBER OF KING STUDS EACH SIDE OF OPENING ALL STRUCTURAL LUMBER SHALL CONFORMTO THE MOST CURRENT APPLICABLE SPECIFICATIONS OF THE ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE
�
NUMBER OF JACK STUDS EACH SIDE OF OPENING
AMERICAN INSTITUTE OF TIMBER CONSTRUTION. SPECIFICATION AND SUPPLEMENTS OF THE AMERICAN PLYWOOD ASSOCIATION. (f) z
M O_
O SIZE OF HEADER MATERIAL(NO.2 SYP) ALL LUMBER SHALL COMPLY WITH PS 20"AMERICAN SOFTWOOD LUMBER STANDARD"AND WITH THE ALL PANEL END JOINTS SHALL OCCUR OVER SUPPORTS AND SHALL BE STAGGERED ON HALF PANEL LENGTH FROMz r 00 I-
0 NUMBE OF PLIES IN HEADER APPLICABLE RULE OF INSPECTION AGENCIESCERTIFIED BY AMERICAN LUMBER STANDARD. FACTORY MARK ADJACENT PANELS. PROVIDE Ys INCH SPACE AT PANEL ENDS. 0 ON
= O -HIGH UPLI CONNECTION CALL-OUT,SEE HIGH UPLIFT EACH PIECE OF LUMBER WITH GRADE STAMP OF INSPECTION AGENCY EVIDENCING COMPLIANCE WITH _
U CONNE TION NOTES,THIS SHEET GRADING RULE REQUIREMENTS. WOOD STRUCTURAL PANELS SHALL BE INSTALLED AS FOLLOWS:
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I� -STRUCTU L KEYNOTE,SEE KEYNOTE SPECIFICATIONS, ALL STUDS SHALL BE NO.2 SYP(UNO). (1) EXTERIOR WALLS: MIN�/s'24/16 SPAN RATED OSB OR 5-PLY PLYWOOD W/8d C MON:3"O.C.AT _f = � =
AA THIS SH ET 2 ROOF DECK SHEATHING:MIN 15/ "32/16 SPAN RATED
PANEL EDGES, 12"O.C. IN THE FIELD. O F_
J ALL DBL PLATES IN VERTICAL FRAMING SHALL BE NO.2 SYP(LINO). O �� s2 �� OSB OR PLYWOOD(3-PLY R BETTER) W/8d O � Q
RING SHANK NAILS.6 O.C.AT PANEL EDGES,6 O.0 IN THE FIELD. ROOF SHEATHING SH L SPAN OVER n
Q INTERIOR BEARING WALL ALL RAFTERS AND JOISTS SHALL BE NO.2 SYP(LINO). A MINIMUM OF(3)SUPPORTS. Q O IL
(3)FLOOR DECK SHEATHING: 19/32"T&G OSB OR PLYWOOD W/10d COMMON:6"O. .AT PANEL EDGES, O O O
EA H CELL FILLED W/#5 12"O.C.IN THE FIELD. z J 00
W NO CUTS,HOLES,OR COPES REQUIRED FOR OTHER TRADES IN STRUCTURAL WOOD FRAMING WILL BEI Lu
PERMITTED WITHOUT PRIOR REVIEW ANDA APPROVAL OF ENGINEER AND ARCHITECT. (4) PORCH DECK SHEATHING:314"T&G PLYWOOD UNDER CONCRETE TOPPING,S ARCH DRAWINGS. O m O
t7] KN EE-WALL FRAME (5)PORCH CEILING BOARD: MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD(3-PLY BETTER) � (o Q
INSTALLED PERPENDICULAR TO SUPPORTS W/8d COMMON:6"O.C.AT PANEL EDGES,6" C. iN THE FIELD. U Q C�1 U
0 PRESSURE TREAT ALL WOOD WITH WATER-BORNE PRESEVATIVES ALL LUMBER FOR SILL PLATES AND OTHER < Q
-WOODI''FRAMED SHEARWALL
WOOD WHICH MAYBE EXPOSED TO WEATHER OR EARTH. PRESSURE TREATMENT SHALL COMPLY WITH (6)INTERIOR SHEARWALLS:MIN 7/16"OSB OR 3-PLY PLYWOOD W1 8d COMMON:3"0 .AT PANEL EDGES,
ry �� ENTER REQUIREMENTS OF AWPB STANDARDS C2 A D LP-22. 12"O.C. IN THE FIELD. � z
FASTEN 7/16"OSB TO FRAMING WITH 8d COMMON AT W ON C � g p U
ON E GE AND 12"ON CENTER IN THE FIELD. BLOCK ALL PANEL ALL METAL FASTENERS AND CONNECTORS INSTALLED IN PRESSURE TREATED LUMBER SHALL BE .-)
EDGEIN SHEARWALL W./2x4 BLOCKING TO FIT TIGHT BETWEEN PROTECTED 1N ACCORDANCE WITH TABLE 4.3-1 BELOW 4,10 PRE-ENGINEERED WOOD ROOF TRUSSES Cf r__ •• Q
U
STUDS. PLACE DBL STUDS AT EACH END OF SHEARWALL W./ 00
Z SIMPSON MSTA24 IN EACH STUD TO BEAM BELOW. SOLE PLATE TO - Z Q W O
� _1 Z �
BEA W./12d COMMON NAILSL @ 4"O.C. TABLE 4.3 1: FASTENERS INPRESSURE TREATED LUMBER ROOF TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCH[TE TURAL PLANS SHALL BE DESIGNED UNDER THE Q 0 O
SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. FABRICATION DRA INGS SHALL BE PREPARED IN ACCORDANCE WITH
(fj PRESERVATIVE ANSI/TP11-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR T Y ABRICATION. TEMPORARY BRACING DESIGN SHALL U o Q tl
Z WOOD FRAMING CONNECTION HARDWARE BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CON RUCTION IS COMPLETE.
O ACQ&NON-DOT CONNECTORS MUST HAVE Z-MAX,G120 OR TRIPLE ZINC COATED FINISH.
NUMBER OF PLI S IN TRUSS(UNO).CONNECT TRUSS TO TOP PLATE WITH(2)LGT2 W/(28)16d SINKERS OR(3)HTS TBE HOT DIPPED GALVANIZED. TRUSS LOADING
I- 2
O PLACE STUD GROUP UNDER TRUSS,BEAM OR RAFTER(TRUSS)SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS BORATE ALL FASTENERS MU
O APPLY ROOF TRUSSES EXPOSED TO WIND SHALL BE DESIGNED FOR ASCE 7-02120 MPH SURE C ENCLOSED BUILDING
PLACE ATC I WIT N 3"LGT2
OF STUD IGROUP.EMBED ALL-THREAD 102N N STEMWALL OAPP APPLICATION.SUBSTITUTION OF SODIUM BORATE STANDARD FINISH IS ACCEPTABLE(LINO)
O
( NGLE PLY DESIGN. TRUSSES SPANNING OVER EXTERIOR PORCH AREA ARE TO BE DESIGNED TH AN INTERIOR PRESSURE
TRUSS TO PLAT CONNECTOR RATED FOR 3,570# UPLIFT(Cd=1.60)ACCEPTABLE IF APPROVED BY EOR ALTERNATE ACZA NOT RECOMMENDED STAINLESS CONNECTORS AND FASTENERS COEFFICIENT OF 1.0 APPLIED TO THE UNDERSIDE OF THE TRUSS BOTTOM CHORD F THE LENGTH OF TRUSS EXPOSED
Z
DIRECT CONNECTION OF TRUSS TO FOUNDATION: HTT16 TO TRUSS VERTICAL W/(18)10d COMMON&TO FOUND REQUIRED. TO PORCH AREA.
Q WITH(1)Y2"DIA.x 6" EMBED(12"FOR STEMWALL AND BOND BEAM)THREADED ROD.
WOOD 00 ROOF TRUSSES SHALL BE DESIGNED TO SUPPORT PPO THE LOADS INDICATED BE�OW AT THE SPACING INDICATED
~ 3 PLACE STUD GROUP UNDER TRUSS,BEAM OR RAFTER(TRUSS)SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS 2 MASONRY ON THE DRAWINGS.
U O
NUMBER OF PLI SIN TRUSS(UNO).CONNECT TRUSS TO TOP PLATE WITH(1)LGT2 W/(28)16d SINKERS OR(2)HTS a. UNIFORM TOP CHORD DEAD LOAD................. 20 PSF.
IY W/(20)10d. IF US NG LGT2 ON SINGLE PLY TRUSS,APPLY 48"LONG SCAB TO BOTTOM CHORD AT BRG W/(16)10d.PLACE ALL MASONRY UNITS SHALL HAVE fm=1,500 psi AND SHALL ERECTED IN RUNNING BO 4# WITH TYPE M OR S GROUT b. UNIFORM TOP CHORD LIVE LOAD .................15 PSF
ATC WITHIN 3" F STUD GROUP.EMBED ALL-THREAD 7"IN STEMWALL APPLICATION.SUBSTITUTION OF TRUSS TO OVER FULL BED. EVERY OTHER COURSES L BE EQUIPPED WITH 9 GAGE LADDER T*E JOINT REINFORCEMENT. C. UNIFORM BOTTOM CHORD DEAD LOAD.......... .... 5 PSF.
m PLATE CONNECI OR RATED FOR 1,785# UPLIFT(Cd=1.60)ACCEPTABLE IF APPROVED BY EOR ALTERNATE DIRECT d. UNIFORM BOTTOM CHORD LIVE LOAD 10 PSF
OZ CONNECTION OF TRUSS TO FOUNDATION: LTT20B TO TRUSS VERTICAL WI(10)16d COMMON&TO FOUND WITH(1)%z" ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc=3,000 PSL d. MINIMUM NET UPLIFT
U DIA.x 6" EMBED(12"FOR STEMWALL AND BOND BEAM)THREADED ROD. MWFRS ...................................... .W PSF
VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 RE&AR C&C ...................................... . .60PSF
V- PLACE STUD GR UP UNDER TRUSS,BEAM OR RAFTER(TRUSS)SPECIFIED ON PLAN. NUMBER OF STUDS EQUALS e. LATERAL LOADS IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE.
O 2b NUMBER OF PLIES IN TRUSS(UNO).CONNECT TRUSS TO STUD GROUP WITH(2)LGT2 W/(28)16d SINKERS OR(3)HTS LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 24"
F-- W/{20)10d. IF US NG LGT2 ON SINGLE PLY TRUSS,APPLY 48"LONG SCAB TO BOTTOM CHORD AT BRG W/(18)10d. THE TOTAL LIVE LOAD WHEN THE TOP CHORD.LIVE LOAD IS ACTING CONCURRENTLYa
z CONNECT STUD. ROUP TO BEAM BELOW WITH(3)MSTA36 W/(18)10d SUBSTITUTION OF TRUSS TO PLATE CONNECTOR VERTICAL REINORCING TO HAVE 6"BEND INTO BOND BEAM. DOWELS TO HAVE 6"BEND INTO FTG WITH A BOTTOM CHORD LIVE LOAD ACTING CONCURRENTLY OVER THE.ENTIRE LENGTH
OF THE BOTTOM CHORD MAY BE REDUCED 75%IN ACCORDANCE WITH F13C 1609
W RATED FOR 3,57 UPLIFT(Cd=1.60)ACCEPTABLE IF APPROVED BY EOR
U) WELDABLE DOWEL BARS TO BE ASTM A706 STEEL
ZANWOOD FLOOR TRUSSES SHALL BE DESIGNED TO SUPPORT THE LOADS INDICATED BEOW AT THE SPACING INDICATED
O 3b PLACE STUD GROUP UNDER TRUSS,BEAM OR RAFTER(TRUSS)SPECIFIED ON PL . NUMBER OF STUDS EQUALS .. ON THE DRAWINGS.
U O NUMBER OF PLIES IN TRUSS(UNO).CONNECT TRUSS TO STUD GROUP WITH(1)LGT2 W/(28)16d SINKERS OR(2)HTS - a. UNIFORM TOP CHORD LIVE LOAD. . . . . .
W/(20)10d. IF US NG LGT2 ON SINGLE PLY TRUSS,APPLY 48"LONG SCAB TO BOTTOM CHORD AT BRG W/(16)10d. 4.3 PRE CAST MASONRY LINTELS 40 PSF
Z CONNECT STUD ROUP TO BEAM BELOW WITH(2)MSTA36 W/(18)1 Od SUBSTITUTION OF TRUSS TO PLATE CONNECTOR b. UNIFORM TOP CHORD DEAD LOAD. . . . . . . . . .. 20 PSF
ALL PRECAST LINTELS TO HAVE ONE#5 BAR CONTINUOUS AT IOTTOM OF LINTEL. C. UNIFORM BOTTOM CHORD DEAD LOAD. . . . . . . . ..5 PSF
Ld RATED FOR 1,78 UPLIFT(Cd=1.60)ACCEPTABLE IF APPROVED BY EOR PRECAST LINTELS USED OVER WALL OPENINGS ARE TO HAVE CELLS FILLED SOLID ABOVE LINTEL CONTINUOUS d. CORRIDOR LIVE LOAD. . . . . . . . . . . . . . . . .100 PSF 3
F' TO TOP OF WALL.
MASONRY CONNECTION HARDWARE
Fy
DEFLECTION CRITERIA O a/
3: BOND BEAM REINFORCING IS TO BE CONTINUOUS THROUGHOUT INCL G WHEN LINTEL IS COINCIDENT WITH t THE DEFLECTION OF THE ROOF TRUSSES UNDER THE INDICATED LOADS AND AT VE SPAN AND
SOLID FILL CELL NDER TRUSS. BOND BEAM �-1
Q O4 TRUSS TO MASO RY BOND BEAM W/SIMPSON HHETA16 W/(16)
LLJ
SPACINGS SHOWN ON THE CONTRACT DRAWINGS SHALL MEET THE FOLLOWING CR�'RERIA:
10dxl 1/2"COMMON NAILS(UPLIFT=2250 LB.,Cd=1.6) LINTELS TO HAVE MIN 4"BEARING AT EACHND. a. THE DEFLECTION DUE TO LIVE LOAD SHALL NOT EXCEED THE SPAN 00
OWTRUSS SOLID FILL CELL UNDER TRUSS. � - .,TO MASONRY WITH SIMPSON FGTR W/(18)SIMPSON SDS/a x 3,�', REWS TO TRUSS,(2)Ys" CONSULT MANUFACTURE SPECIFICATIONS FOR INSTALLATION REQUIRE114TS OF LINTEL b. THE DEFLECTION DUE TO THE TOTAL LOADS SHALL NOT EXCEEED Z
m DIA.x 5"TITEN HD SCREW.(UPLIFT CAP.=5000 LB.,Cd=1.6)
THE SPAN LENGTH/240.
ax _ 4.6 CONCRETE THE DEFLECTION OF THE
L.! a SOLID FILL CELL UNDER TRUSS. FLOOR TRUSSES UNDER THE INDICATED LOADS AND AT THASPAN AND
W O TRUSS TO MASONRY W/SIMPSON HGT-2/HGT-3 W/(16) NAILS IN TRUSDS,(2)["DIA.x 12" CONCRETE USED TO FILL MASONRY UNIT SHALL HAVE fc=3,000 psi. SPACINGS SHOWN ON THE CONTRACT DRAWINGS SHALL MEET THE FOLLOWING CRIT IA: E--�
EMBED ALL-THREAD DRILLED AND EPDXIED(UPI T._ W=06 500 LB )
I- _
CONCRETE FOR SLABS ON GRADE SHALL HAVE fc=3,000 psi. a. THE DEFLECTION DUE TO LIVE LOAD SHALL NOT EXCEED THE SPAN
SOLID FILL CELL UNDER TRUSS.
LENGTW480.
` TRUSS TO MASONRY W/SIMPSON HTT22 W/(32) 10d COMMON NAILS IN TRUSDS,(1)V DIA,x 12"EMBED CONCRETE FOR STRIP FOOTINGS SHALL HAVE fc=3,000 psi, b. THE DEFLECTION DUE TO THE TOTAL LOADS SHALL NOT EXCEEED
OALL-THREAD DRILLED AND EPDXIED(UPLIFT CAPACITY=4250 LB.Cd=1.6) THE SPAN LENGTH/360.
= CONCRETE FOR SPOT FOOTINGS UNDER TEEL COLUMNS SHALL HAVE fC=3,000 psi.
y 1- SOLID FILL CELL UNDER TRUSS.
O TRUSS TO MASONRY W/SIMPSON HDQ8 W/(20)SDS Ya x 3"SCREWS IN TRUSDS,(1)/e"DIA.x 12" CONCRETE FOR SLABS ON GRADE AND C NCRETE TOPPINGS SHALL BE EQUIPPED NTH
EMBED ALL-THREAD DRILLED AND EPDXIED(UPLIFT CAPACITY=6900 LB.Cd=1.6) SHEET 6 x 6 x WI A x W1.4 WELDED WIRE MESH AT MID-DEPTH. 4.11 THREADED ROD UPLIFT ANCHORS Q DESIGN
z
O FRAMING EYNOTE& ONE ALL THREAD CONNECTION(ATC)IS COMPOSED OF 1/2"36ksi ALL-TREAD THAT RUNS THE FULL CRITERIA
I- 4.7 STEEL VERTICAL'HEIGHT OF THE WALL,PENETRATING BOTH THE TOP AND BOTTOM PLATES,AN GROUTED
U WITH SIMPSON STRONG-TIE ACRYLIC-TIE INTO CONCRETE.TYPICAL LOCATIONS FOR INSTALLATION
NO.2 SYP BEARING BLOCK FASTENED TRUSS W/12d COMMON NAILS. USE(2) ROWS ALL STRUCTURAL STEEL DESIGNED PER Al S.C.ASD 9TH EDITION AND IS TO BE FABRICATED OF THE ARE EACH END OF EACH WALL,EACH SIDE OF EACH OPENING,AND 48-INCHES ON CENTE .THE
HH @ 3"O.C. FOR 2x4 BLOCK OR(3)ROWS @ 3" O.C. FOR 2x6 BLOCK. FOLLOWING STRENGTHS: TYPICAL EMBEDMENT IS 6"FOR MONOLYTHIC CONCRTE,2%"EMBED FOR CONCRETE TO INGS, AND
O WIDE FLANGE SHAPES AND CHANNELS 12"FOR STEMWALL AND OTHER FILLED MASONRY APPLICATIONS.THE ACRYLIC-TIE MUST ILL BOTH
ry STEEL TUBES THE HOLE IN THE CONCRETEAND THE HOLE IN THE WOOD PLATE.USE A 9/16"BIT FOR DRILLING
nNO.2 SYP BEARING BLOCK FASTENED TO TRUSS W/12d COMMON NAILS. USE(2) AL OTHER STEELLi ROWS @ 3"OCONCRETE AND PLATE HOLES.THE TOP END OF THE ATC MUST BE RESTRAINED BY A 3"SO.x 1/8"
m � .' . FOR 1x4 BLOCK OR(3)ROWS @ 3" O.C.FOR 2x6 BLOCK. THICK WASHER AND NUT.THE ALL-THREAD MAY BE SPLICED WITH A COUPLER THREADE '�
ALL CONTINUOUS HORIZONTAL REINFORCEMENT SHALL HAVE 90 DEGREE BENDS AT COR S AND SHALL HAVE C D U 6bNTO THE
�. ALL
A MINIMUM DISTANCE OF 1/2"EACH END OF THE COUPLER.THE COUPLER S*LL BE
IY TOP PLATESPLICES TO BE BRIDGED W/(2)MSTA24 W/(18) 10d COMMON EACH,(1) 25 LAP AT SPLICES. RATED FOR ALLOWABLE TENSION OF 3,200 POUNDS UNDER WIND LOADING.THE ALL-THR D SHALL
O STRAP EACH ACE OF WALL. BE INSTALLED PLUM WITH THE MAXIMUM DEVIATION FROM VERTICAL OF 318"HORIZONTA ER FOOT
ALL REINFORCING BARS SIZE#3 OR GREATER SHALL BE ASTM A615 GRADE 60 REBAR U
W VERTICAL.
U) FASTEN MEM 3ER TO HEADER OR BEAM W/HTS W/(20)10d OR EQUAL CONNECTOR WELDED DOWEL BAR REINFORCING SHALL BE ASTM A706 WELDABLE STEEL w
AK APPROVED B EOR, RATED FOR 1,450#UPLIFT(Cd=1.60) THE HEX NUT ABOVE THE TOP PLATE SHALL BE TIGHTENED TO APPROXIMATELY 30 ft-lbs OI TORQUE. A
CHANGES IN MOISTURE CONTENT AND THE RELATED SHRINKAGE OF THE BUILDING MATE LS WILL
z FASTEN MEMBER TO HEADER OR BEAM W/(2)HTS W/(20) 10d EACH OR EQUAL
WELDED WIRE FABRIC TO BE ASTM A 185. EFFECTIVELY ELIMINATE THE PRE-LOADING CAUSED BY THE INITIAL TIGHTENING OF THE NUT.AFTER
'D
Q CONNECTOR APPROVED BY EOR,RATED FOR 2,900# UPLIFT(Cd=1.60) TRUSS HANGERS,CONNECTORS,STRAPS, D THE LIKE SHALL BE HOT DIPPED GALVANIZED IN A MANNER AL ROUGH-INS OF THE MECHANICAL ANELECTRICAL TRADES ARE COMPLETE,AND PRIOR TO
CONSISTENT WITH THE CORROSIVE SALT EINMRONMENT OF THE OCEANFRONT. INSTALLATION OF INSULATION,RE-TIGHTEN THE UPPER HEX NUTS TO 30 ft-lbs OF TORQUE.
U FASTEN MEM ER TO HEADER OR BEAM W/(3)HTS W/(20) 10d EACH OR EQUAL
z CONNECTOR PPROVED BY EOR,RATED FOR 4,35 W UPLIFT(Cd=1.60) 4. NAIL 4.12 METAL CONNECTORS
8 S
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