2321 MAYPORT RD - HVAC CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
MECHANICAL HVAC PERMIT
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-MECH-1164
Job Type: MECHANICAL HVAC ONLY
Description: 5 UNITS, 6.4 TONS 12,800 CFM DUCT
Estimated Value: $29,000.00
Issue Date: 6/15/2015
Expiration Date: 12/12/2015
PROPERTY ADDRESS:
Address: 2321 MAYPORT RD
RE Number: 169398-0410
PROPERTY OWNER:
Name: AMERADA HESS CORP.
Address: PO BOX 696419 PO BOX 696419
GENERAL CONTRACTOR INFORMATION:
Name: PROGRESSIVE AIR&MECHANICAL INC
Address: 6900 Phillips HWY STE 18
Phone: 904-346-1775.
PERMIT INFORMATION: Sticker for overcurrent protection must be on A/C equipment prior to
inspection. Failure to comply will result in a failed inspection and reinspect fees. No
exceptions.
FEES:
Furnaces and Heating $40.00
AC and Refrigeration $256.00
Air Duct System $20.00
State Mach DBPR Surcharge $2.00
State Mech DCA Surcharge $2.00
Trade Permit Base Fee $55.00
Total Payments: $375.00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL Cr1Y OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5814
MECHANICAL HVAC PERMIT
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-MECH-1164
Job Type: MECHANICAL HVAC ONLY
Description: 5 UNITS, 6.4 TONS 12,800 CFM DUCT
Estimated Value: $29,000.00
Issue Date: 6/15/2015
Expiration Date: 12/12/2015
PROPERTY ADDRESS:
Address: 2321 MAYPORT RD
RE Number: 169398-0410
PROPERTY OWNER:
Name: AMERADA HESS CORP.
Address: PO BOX 696419 PO BOX 696419
GENERAL CONTRACTOR INFORMATION:
Name: PROGRESSIVE AIR & MECHANICAL INC
Address: 6900 Phillips HWY STE 18
Phone: 904-346-1775
PERMIT INFORMATION: Sticker for overcurrent protection must be on A/C equipment prior to
inspection. Failure to comply will result in a failed inspection and reinspect fees. No
exceptions.
FEES:
Furnaces and Heating $40.00
AC and Refrigeration $256.00
Air Duct System $20.00
State Mach DBPR Surcharge $2.00
State Mech DCA Surcharge $2.00
Trade Permit Base Fee $55.00
Total Payments: $375.00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
MECHANICAL PERMIT APPLICATION W d w -Trec
CITY OF ATLANTIC BEACH _.0 EMAIL D
800 Seminole Rd Atlantic Beach, FL 322335 1 -
Ph(904)24I87-5826 Fax (904) 247-5845
rOBADDVESS: y�2 3d_ I t lam pori- Road PERMTT#
PROJECT VALUE$ l9 _I� ODD' ARI# 4$6 l 4 3 4 REQUIRED
_Air Handling Equipment Only _XAir Handling Unit & Condenser _Condenser Only
dEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit Io .Hoo - +
Heat: Unit Quantity BTU's Per Unit Seer Rating A
Duct Systems: Total CFM 1115100 REQUIRED
1EPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION
Air Conditioning: Unit Quantity Tons Per Unit
Heat: Unit Quantity BTU's Per Unit Seer Rating
Duct Systems: Total CFM REQUIRED
FIRE PREVENTION
Fire Sprinkler System Quantity (Requires 3 sets of plans)
Fire Standpipe Quantity (Requires 3 sets of plans)
Underground Fire Main Value (Requires 3 sets of plans)
Fire Hose Cabinets Quantity (Requires 3 sets of plans)
Commercial Hoods Quantity (Requires 3 sets of plans)
Fire Suppression Systems Quantity (Requires 3 sets of plans)
TIRE PLACES MISCELLANEOUS:
Prefabricated Fireplace QtyAutomobile Lifts
Gas Piping Outlets Boilers BTU's
Elevators/Escalators
kLL OTHER GAS PIPING Heat Exchanger
Quantity of Outlets Pumps
#Vented Wall Furnaces Refrigerator Condenser BTU's
# Water Heaters 1 Solar Collection Systems
Tanks (gallons)
)TH
rma Welip�
abecomes void if work does not commence within a six month period or work is suspended or abandoned for six months.1 hereby certify that I have read
its application and know the same to be we and correct. All provisions of laws and ordinances governing this work will be&mplied with whether specified or
aL The permit does rwr give authority to violate the provisions of my other-state or local law regulation construction or the performance of construction.
toperty Owners Name Dol1nr Tree . ll c- Phone Number
4echanical Company Prrx�re5--1 A,rc (IiaOfftce PhoneM-II-)5FFax -4-77II
VAddress: 000 PhtUp, Hi4ho4yt- B' City_IachMNIJt 16tatefLZip3a 1(0
,icense Holder(Print): JQ hl\ m • I VWf Q State er ificatio egistration#CAI5
lotarized Signature of License Holder 1-1fvn ;K SII CC
eannirss"pFF 017964 KIM E LESBe me this day of 2015
. ExibesJme3,2617 Signature of Notary Public
'2F„R..n ammen.rwrwx.vermmnia
_ D-*MiPop50wt2•CRBKir111 P.P4, —_ —_
Remtl MV'2015a1115AM,
Retry¢Fu55pp CLERK CIRCUR COURT DUVAL
TI' t :HlY aad'�Leara�Z,a: COUNTY
RECORDING5103.5,
Permit No.: Tax polio No.: /4 9398— 0010
NOTICE OF COMMENCEMENT
State of -A .&,oe
County of Ok✓4L '
The undersigned hereby gives notice that improvemem(s) will be made to certain real property,
and in accordance with Chapter 713.13, Florida Statutes, the following information is provided
in this Notice of Commencement.
1. Description of property:
SEE ATTACHED EXHIBIT A ATTACHED HERETO AND MADE A PART
HEREOF.
2. General description of improvement,
Construction of a freestanding A%tmA 7<te retail store
3. (honer information:
a. Name and address: .C6"R ,^4e S7.QEt �—c.
Se• Kee. �A.,e a.. C.IruACiMF, ✓d Z33zo
i
b. Interest in property: FEE SIMPLE
c. Name and address of fee simple titleholder[if other than Owner]:
SAME
4. a. Contractor's name and address: 4&A&7 Se..4A* X u .TZ 6/4.«...4wrT,a..« )
�}. 736 0"/M1 rr• ✓wed . bq T.,. 374ey
b. Contractor's phone number: 4Fz4�ZC6-9z67 _
5..Surety
a. Name and address: NONE
b. Amount of bond: $ N/A
6. a. Lender's name and address: N/d.
b. Lender's phone number: LY44. ///�,
t I v �
�n
CITY OF ATLANTIC BEACH
800 SENIINOLE ROAD
ATLANTIC BEACH,FL 32233
�. INSPECTION PHONE LINE 247-5814
RESIDENTIAL ADDITION
MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814
JOB INFORMATION:
Job ID: 15-RADD-1187
Job Type: RESIDENTIAL ADDITION
Description: bonus room above garage
Estimated Value: $50,000.00
Issue Date: 6/9/2015
Expiration Date: 12/6/2015
PROPERTY ADDRESS:
Address: 1155 OCEAN BLVD
RE Number: 170276-0000
PROPERTY OWNER:
Name: ANDREWS, MARK LEE
Address: 1155 OCEAN BLVD
PERMIT INFORMATION:
FEES:
PLAN CHECK FEES $150.00
BUILDING PERMIT FEE $300.00
STATE DCA SURCHARGE $4.50
STATE DBPR SURCHARGE $4.50
Total Payments: $459.00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES
?9EtR.
JUN-03-98 31.55 FRON•CHHJ AOMN ID=9043996849 yyrPACE I/1
LCAT 3. BL� N6 �BBEACW CI1(t�ARy ALAL COUNTY,IOR[DA
A$ RECORDEDE PLAT BOOK 6. PAGE 1 Op
CORDS OF SAID DUVALCOUNTY.E CURRANT
Tf ® TQ MARK ANDROM - aar.
M/yb4.! TRIS tuA�y�a•H,/IV�..
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MqV DrJ Engineering, LLC
(FNA:DyJ Consulting,LLC)
ENGINEERINGt[C 6300 Enterprise Lane
Madison Wisconsin 53719
RE: Floor- Andrews Residence
Important Notice:Ead,Toss Design Drawing(TDD)uses Metal Connector Plate(MCP)deign values publ3bed by MCP manufadu ,Any referenced sonde rims use design
lues published by the conm,I ma-dations a Ne American Wood Counal per NDS.The TDD fuller uses lumber design values published by Ne applicable lumber ales-
varCoO agencyes approved by Ne Ammon Lumber stand Ns Cammitlm.These are intoryoreted into lumber deaen provisions and epuagans cmaled by Me American Wand
Cwngl and Input!Me modeli,end analysis TDD seatvwm ocared and ownetl by the MCP manufactures.The lumber design values oMApm d will Me Bantle stamp denbfied
by Me Toe Man&.Mmranthelumberpbrtotosscmd, The lumber pestling Me published by Me aulea-wnfiap agenry Ahab appy to th owner,Building Daaener
And Cntramr.All aapinIUW tens ase as defined m ANSI?PI 1,Me National Design standard for Maml Plan,Conswound eased Tons construction(TPI 1).
Site Information:
Project Customer: Durham Building Materials Project Name: 80991120
Lot/Block: Subdivision:
Address: 1155 Ocean Blvd Model: Andrews Residence
City: Atlantic Beach State: Florida
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FRC2010/T1312007 Design Program: MiTek 20/20 7.6
Wnd Code: N/A Wind Speed: N/A mph Floor load: 55.0 psf
Roof Load: N/A psf
This package includes 2 individual,dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
This document p ssed er se "on 61G15-23.003 of the Florida Board of Professionals Rules
No. SeaH! Truss Name I Date
1 19757675 F01 5/6/015
2 19757676 F02 5/g/015
„r�y°�
0
The deign esumptions,loading conditions,suimbiliy and use ofMls Tow for any Building is the reponsibiliy
ofthe Owner,the O sever authorized agent or the Building Designer,in the context ofthe IRC,the IBC,the local
building sunds any field M urge,Tons fincluding
ll
the responsibility
re Building Desipar Add
As
OS E Ph
SBCA th ramentp ads argagan�pidame.TPI degree Lne approval ofthe Too �`re po�uif eu Ane d(13CS)fn��ryed by
TTHof
Me `�J�P�y E IYs�F-1.rfi�
SBCA the Engine forseveV t'
by M Design Engineer and Truro Design E res,unless NOT
the B defined by a CentoG agreed upon in wrung
by the ponies involved.The Tmss Design EnginecruNOT the Building Designer of Truro SIM.Engineer four �Qj 69484 ?� y
nY Bulling.
The Truss Design Drawing(s)(TDD[s))refermced have been preps i based on the construction doessames(als,
reRnad to N rimeaz"Sbuctunl Engineering De ummB')provided by the Building Designer irritating Me nature
and chancier of Me rood.The design crderia therein have teas baseball to Drr En,mmaming(EAT,by '9O; BTATE OF S�tr1t
ProBaild Emd(Peeler).
These TDDA(also referred to of times as"SMlctuml Delegated Engineering DowmnB")are specialty shudural companellt�F
designs and may he part of the metal's refined or phased submittals.As a Truss Design Engineer(if proles .e.,the seal here and on any Specialty Engineel$jffjfs3•'• Na��
Tmss depicted an the TDD only."aBuildingDan esignerriisoresp resposfonsible and shall al engineering
alnd revldry for iew Mehe i TDD,orr sN9le �ltj'J`� nits," A>,
compatibility with Meir wriaen engineering reemiremenis.Please review all Tons and all related notes.
Truss Design Engineer's Name: Ryan Dexter, P.E. Mav62015
y Ryan Dexter,P.E.
�My license renewal daze for the state of Florida is February 28,2017.
Florida Certificate of Authorization:No.29766
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BRACING-
TOPCHORO 2x1 SP M W(fide) TOP CHORD Mass,
SWdurelxvoE 5bea21ng tliredyapplletlmeO0 oc pudfnS,
BOTCHORO SP M30(Ial) and Medieadi
Ol 2x4 WSP N .3(flal) GOT CHORD Sbudural waaod shoeli diredty appled w 1009 di,brechg.
OTHERS 2x4 Sp No.3(Pa0
REACTIONS, AIIGeainga20.11-0.
(lb)- Max Grant Al r nni 2502 or Wea11dN(s)39,19,35,34,33,32,31,29,23,2],1.25,24,23,22.
21,20
FORCES. (2)-Max.C011q NU.Ten.-Allbro s2W(lb)Or2sS PIMmsbown.
NOTES-
1)All plate.art D 4 Mi urlep dnelwise Mi fm@d.
2)Gable requires mrdlnuous bi cberd bearing.
3)IIMS b be silly stashed from we lace or sai bra N agand lateral mwmrem(ii dla9onal M.eb).
4)Gable stud.Spaced at I4 ac.
5)'Sera ld pdAbreeks indudirg beefs'Wilber and fixity model was used In Me anahau Mid design d Mie buss.
6)Rewmmand M strongbaces,on edge,spared at I'M c .1 laalenetl b each Miss wM 3I d(0.131'%31 nails. &ningbacksb
be donhed to wNb at Meir outer ends Or restrained by osier means.
LOAD CASE(S) Standard
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TOLL 40.0 Page Cop DOL 1.00 TC 0.31 Vedgm) -0.3018-19 x931 480 MT30 244/190
TOOL 100 Lembo DOL 100 BC 0.37 VWM) -0.4)1819 sW2 %D MTaDHS 18)1143
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REACTIONS. (IWaIae7 24=>5N0.)-0 (mirt 0.1b),14=]54N]-0 (mY1.0-1AJ
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TOP CHORD 2a-16420,34-27nffl. 31651,58=3)18AO&7=3721ro.)dIi)18A),
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1I-15IN-8725,11-06=0/606,10.16=5801,10.17=637,8-1)=3860,&18-286/4%
NOTES.
1)unbalanced Bwr Ilse beds nave been mnsdaed br bla began,
2)All panes are MT20 plates unkss Mberwlse IndiwteE.
3)AM Places are 3x4 MI2D unless oberciae sA[caled.
4)5emHigid pmblessla IncNding heals"Member end Italy mMN waa used In Te anatysis and design Ngas ameba.
5)Rewmn end 2x6 abongbacks,on edge,spaced at 100L as and lastened b seen Wu wan 31ad(0.131-X 31 tells. SWngba l¢Iq
be atleoled an walls 9lhetr outer ends orreecrlined by oder meals.
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amigy DrJ Engineering, LLC
(FKA,DrJ Consulting,LLC)
ENGINEER/NG[[C 6300 Enterprise Lane
Madison Wisconsin 53719
RE: Andrews Residence- Andrews Residence
Important NoGca:EarA Tmss Design Drawing(Too)uses Metal Counselor Plate(MCP)design values published by MCP humbcrurera.Any reformoul conesebm use&son
lues published by the perew rm nomometurer or Me Amaticen wtm County per NDS.The TOONrtherMiss lumber design valuespublished bythe applicablelumber miss
writin -
Couns'landinputn29 Wm'M'irowel ngar Aanadysls TDDadtwereStandards
rreatedar pm by Ne MCP.nufamurammes ererslumber
.Dss Mmbdesign
er Essfelon land
custim
Meythe American wood
by Me Truss Manufac mrp thelumberpd ,W.c be The lumber grading Mea published by Me bulso-wribang agarroy
dgu va sh gmtle esigntlenGfied
d Contactor.All wpLhsd terms me as defined in All 1,Ne beamed Design Standard far Meed Plate Crammed Abod Trade Conebuctwn(TPI t,tlirq Designer
Site Information:
Project Customer: Durham Building Materials Project Name: 80991034
LotBlock: Subdivision:
Address: 1155 Ocean Blvd Model: Andrews Residence
City: Atlantic Beach State: Florida
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: License#:
Address:
City: Stale:
General Truss Engineering Criteria&Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FRC2010frP12007 Design Program: MiTek 20/20 7.6
Wind Code:ASCE 7-10 Wind Speed: 130 mph Floor load: N/A psf
Roof Load: 37.0 psf
This package includes 8 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
This document rocessed er section 61 G15-23.003 of the Florida Board of Professionals Rules
�No. Seal# Truss Name Date
1 119757646 A01 5Ml015
2 119757547 AB2 15/&015
13 119757648 IA03 5mmis
4 19757649 A04 15/&015
IS 119757660 ICJ1 $/5/015
8 1757651 CJ3 /5/015
7 119757852 IEJ5
5/G/01W1
�8 119757853 HJ5 5
e �
� y
The design assumptions,loading conditions,suitability ant use ofthis Taus for any Building is the responsibih
of Me Owns,the Ownels emlwrittd egem or the Buildibrg Designer,in Me context ofthe IRC,Me IBC,the bowl
building code ant der field TPI I.The approval of the TOD and meld use offs Tuns,iwloaing bantling storage, \fit\\nirrgit(rA
Hadelation and beading shalt be the rrsponsibiliry ofthe Building Designs and Combustor.All notes set out in the ,1O OSEPh0 a,J�
TDD and the pbaztices and guidelines of Building Component Safety lnMnoams,WSO published by Tat and
.
SBCAemrcreaeadtorgenerabguidear,,1Pl ldefines the responaibilitis anddufies otthe Tmss Designer, `�,Qt�ryGENg
Truss Design Engineer and Truss Manufacturer,unless mensiae defined by a counsel agreed upon in writing '� "•
bythriandesinvolved.The Truss Rsign Engi.ar ,NOTtla Building Designeror Tmss Synem Engineer for 694Q4 •e9�
any Building. ti =
The Truss Design Drawings)(TDD(s))referenced have been prepared based an ted construction dis umenrs(also
rmemed W fees ns"Stmctuml Enginxring Numbers')pravided by Me Building Designs indicating the natae 9• �rY�
d rharamer ofoa wpm.no deafen en eris therein have been trennr ned re Bel Easomedag(DW)by '9 STATE OF . tlf
ProBuild Eed(Paoler)
These TDDs(also referred toe Groes as"Slmcbdor Delsed so Engineering Documents")are specially sGucWrol mmponer''��,(a�t1
designs and may be pad ofthe project's dekrred or phased so Is.As a Truss Design Engineer(i.A,,Specialty En tne8lr`aa ••'D•p • \�
the seal here and on any TDD repra or
esents an ac
Tmss debt don Me TDD onry.The Building Decals eiisoresponsiblefoanddshall tmniessingnaspate offia review Ne TDDs for ill far Me its ign single pI,BrONA� 1's\\`
compafibiliry with Mtar tangen engineering requirements.Please review all Dag all reletetl nates.
Truss Design Engineer's Name: Ryan Dexter, P.E. May 6 2015
Y Ryan Deztey P.E.
My license renewal date for the state of Florida is February 2$2017.
Florida Certificate of Authorization:No.29766
I oft
3m Tluu TrwTYM DIY HY nn Remen®
•Imemaj IEmnFNCE Ad MIma FR IBIBNN
RaOUHaW0 Fcg1, Podr,GOlam
ID:OOWCIPRR 1 a]mlekrteM lNulM,liu.VM WvmI2aaMmla agel
gl] t q P✓�gaPSYNyIQ.C�ppCOnEIUIFmD28E�1131NPe>BDaT%OpT12PSzlnPF
Nlu N]�12 1000
2J.4 �O >00 180 2J-a 2-]-12 2pp
Bulb•I Ra
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e mItue m
0
2 Jr
B
1] tar81 N 15,� m nN m 13 10 9
LM II W 12
0
2M
110 F12 II
L. II
2 St
E-
LCADING(pary SPACING- 2-00 CSI. DEFL. In gx) Rall W PLATES GRIP
TCLL 27. Plate Gnp DOL 1.25 TC 0.14 Vai 0.1814-15 x939 3Ep M]2p 240160
TCOL L0 Lumber DOL 125 BC 09 V<RTL) 4.411415 >802 240
BCLL 0.0• Rep Sal Illy NO W3 0.40 Hall 0.20 11 We We
BCOL 10.0 Code FRC2010IP120p7 Wins) YVe18 R FT 209{
LUMMR-
TOP CHORD 2x4 SP DSS BRACING.
BCT CHORD 2x8 SP DSS
TOPCHORD SBuctulel wood ahanding directly aPr
pplied 640 oc pIFMe, axcaW
end v010cak
WEBS 2x4577 N:Z4 SP S BOTCHORO SWqul wad decamp,dkegly appliad, oc blacHq.
3-10¢fl:2x43P OSS
REACTIONS. (Ibises) 18=11)3058 (min 0-1-8),11=11]&068 (min.0-14)
Max Hort18=-W(LC 4)
Max DPBI1a=450(LC 4).11--350(LC 5)
FORCES. (Ib)-Max.Comp.g4ax.Ten.-qll faces 2W(@)erkss excam cotton alwan.
TDP CHORD 2-18=10111Y3,18.21-23,1=15,5444311042,4-19=-43MIG 3,5-15=-03]811033
520--5]]41381.2621=57741301,21-22=5]]W1381,6-22-5)]W1381,
6-23_-4388980 7-23=-4388130,744442990,89>2341990,411-188]33]
BOTCHORD 1&1]=516230],18-24--13853089,15241-13595089,1535-13055989,
2526---13&415809,28-2]=13856889,10.2]-1385x588914-28=133215]]4,
1520-1332/5]]4,12-13=4552308
WEBS 2-17=480k122,317-4351229,516—ISIMM3 16-14]11001,518=18291459,
6-13-1505424,T-13=145998,1134702054 8-12-83&220 9-12-4552120
NOTES-
I)2-Pybusa 10 be connected m9e@xwM IN(012Vx5)nalh as talars:
Top chords cieneUed as @Ilwva:2x4-1 mw m 6s0 au.
BOMm Vi.me connected as mlikee:2x8-2 mes staggeledal 69-0oc.
Weles wnneaed as folbvrs:2x4-1 my m 090 oc. iiittHun/rtelr
2)All loads are considered equally appliM so al plias,¢xmpt Winded aslranl(F)wbxk(5)face in the LOAD CASE(S)section.Plym ply �t SEP rt
connections haw been Provided to diambWe any loads nWW as(F)or(B).unlwe Whonses Indicated *rte JQ =- HOF p,
3)Imbalanced mol liveloads neve been considered 1p@Ia design. ,�� a;•i•`•EM1js•-e�•T'
4)Wind ASCE]-10:VUH=IMmM(laewnd gum)Vud=101mpM1;TCDLM.201;SCDL=8.0,x.M1=2011;Cel.11;ExP B;EM.,GCp1-0.10; �p• �< •.(C
MWTRS(envelope)gable and son,Lumber DOL-1.80 Pima and DOL-1.60 Q� NO 9
5)Prwlde ae Buate manage to pmocM walr ponding.
4$Q
6)At planes 4x4 Mr20 unless o@bwiee Indicated, =*: •�
7)Tllh moss has been designed fora 100 PI bottom clued live ka]nonwnaarenl agn any other live bade,
8)<TM1IS WssFa,been dealgnM to,a IN.load M 200psf on the bobpn Mpd@all-me-acre a regangh 34 hall by 2-04 ride will ^•�� �Q`Q
Gbetween the bosom mom and any other members.
9)hearing al)aint(s)18,11 cormMers Peallalto greed value using ANSI11Pl Iengk to graltortnula. Buikingdesignershcubve(dy
pec mbeivin �• •(e P•
10)Provid mechanicaluconnMion(byo@rQ Mmoas lD bearing plate capable ofwHM1sland61g 350 lb uPIR aljolM l8 and 3MI,uplital yyiyFS -
Joint N.
11)'SemFrgk pOmbreaks Including M1eeW Member end Italy metal yesused in Me anayso and design cf Mie move. yryttSfQ� x,10%iii
Continued on Page 2 uy M May 8,2015
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Ip;Op194CIPft R W fa014MRe�IndueNes,Ina.Vkd AX'12aeMMl�s Pepe3
NOTE$- 0 V✓A_Oj1aP6MLaK CP COnEWIFcap6ELMS NPe]6LIeT% TNPS]APF
12)Hellgel(s)mdbe,wnnedbnde (s)&Tellbep.YMedftdp ttosuppMaonren Mbad(s)521bdamsend731bupn 560,521bdownaM]3 bupm 7Al2.5216
do .d73lbuptl 9Al2,5216 doxn end TJbup x110 ,521bdownend]3lb,M 11-11<,eM52bdwmaed]3lbupef 1}114.e1M52(bdo MdfllbupR
1680mlytlgad,a1M951bdw a1 S1b.4]Ibdamle1 ]612,4]bd.a19612,4]Ibd.tl 106-0,47Ibdownal 11-114,end47Ibdowna11611ARM961b
d.W 1510.0 on Eopom dloN. lTetlesipNseledbn daudlcmnedlon devke(5)IS Me responalgl6ydgbem.
LO DO SE(9) SlaWe
1)O da Rad the(baled):Lumber Ines.=1.25,Pldle Inde l26
UnO Loads(pl)
VM:1-2=64,24=-541 0.7'-54,7-9-51,}10=$4,16-10=20,1316=20,11-13=20
CMMnbaled LOM.(b)
VM:4=52(8)7-52(B)13-40(8)16 (B)1g- (B)20 02(6)21-52(B)2252(B)23--52(B)24=26(8)25•-26(B)25-26(B)2]=26(B)26-26(B)
E IV
`Q'. A No 69484
4`f
it :rc
^9'�•;b. STATE OF JZ
:, %
,',,��ssiOM AL E�6��`,•
May 6,2015
.,
=Rral.wp�.e,m nunplY.ln'.I.RePw�aueme.,.ne.,.wm HPXe�ew.,...Iw,p,,,�,o, E71'BM'EFR61M1".etc
bb Twa TIw TYw OO' PIY rverms6nusna .
PMPPEWa_nE81L4YCE Mi Nlp i 1 rIISMI]
).1M ]3010MPPTG7 MWJMo.V,M %13WJa301nMT
.q.py 4A4 ] 1180 IpO0M4C RV.�npaP6MLaK BngpTG)OMWJPlld66kx]nVTIw1MOYW/n(9THzgPO
3'OO ]A6
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230 ??19 ?]-13 I$y 2 HO
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2 30 36 2. II
a L
1< II Ll— esu III4 121,2 `/
9
q
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19 age 12
4N G 4N
LOAOING(,0 SPACING. 200A--sidel
OEFL. N Bw) Vdefl t/d PfATE3 GRIP
TCLL 20.0 Plein Gdp p.L 1.25 013 Ved(LL) 4.22 16 >Ng 360 MIRO 244/190
TCOL 2.0 LomberO1.25029 Valt(TL) 4U 18 X428 240
BOLL 00' Rap Bbe®Incr YES 034 HOUC-L) 032 13 Na Ne
SCOL 10.0 Code FRC2O1NRI2007 Vaught:126 M F a%
W R- BRACING-
T CHORD 2a43P DSS TOPCHORD SWdurelwmdµe° MgdOeWyappiMm}"=Mabu, exoapl
BOT CHORD 2x8SPOSS end]inNuls.
2-19,11-13;2x4 BP OSS
WEBS 2-1S1_13: Except' BOT CHORD SBUGdirectly,urel rood sheathing direapplied or 9-11-12 M easing,
REACTIONS. (Weirs) 19M82 (-In.0-14),13=8821168 (min.01-87
Ma Hunt 19-46(LC B)
soars Up01119-26T(W 8).1b26](LC 9)
FORCES. (W)-Max.Cwnp.2Mm.Ten.-Nltw[as 2509b)ebu euept canes sM1wm.
TOPCHORO 2-19=271/196,321=2191/425,4-21-211OVI .45=3592838,54=3 W.
5-22=33751251,2223=307WSI,T-23=38]5751,]-8=4563217,6-9=3602216,
Y24=21911443,1024=220838,
411-13=2211196
BOT CHORD 1&19=28711319,1]-18= =748,16-1]=]401JB141S16—]0&384],
1415=55]2761,13-14=28711333
WEBS 3-19-1496018.}18=144)1373,418=8 5724$417=1311609,542=-147/902.
6-17= 7747,]-15=4)4)/145,8-15--132/901,945-147 B09,9.14=852236,
1014-1271i7$1013=150UJ4
NDTEB-
1)Unbaurczddad f bads have peen wn°Idered ler this deN9n.
2)tMnd ASCE 2-10;Wm-139mph(3-sewnd gust)VaM=101 mpb;TCOL=4.2pef BCDL=B.Opsf.h=2011;Get.II;FFsp B;End,GCpI=D.18;
MWFRS(envelope)gad'e and done and C-C EHedol(2)-2-0 to 1-0L,Intedm(1)1-0-0 ]-00,EMelior(2)7L b 18-2-15,IMM
er(1)
18-2-15b2301.zongC-C lea members and Tarrea B MWFRS sa reactions ahovm;Lber DOL-1.60 pude gap DOL=1�
rwt�L{NfgtlffffF
3)Plda adequate dralnageta Pleased pwdbg_ um �� SEPy rri
4)TMs vlxie has been designed l«a Ino W ledam mwduse load nonanwllam with any mM1er five beds.
51-This truss has been desgnM far a line Iced of 2DOpat on Melundom MON in all areas xTee alcalangle 3 hall by 2-0 ease will �, GEN
MLehaeel the bosom MnN and any other members %w�P;•Vl SF•.�'
6)Beading atjolnt(s)19,13 considers parallel W grand aalueuWg MSS pl l angle b gamin hernias. Building designer should sealP -Z at'* ••�'}�=
penbYafbeaang wmape. No 8 464
7)PrudMe Mardian nal wreetlim MY Nhem)ol8us°W bearing Plain capable ofwlhalandw,267 Ib uplmrtjam 19 and 267 N upliM1 et Zat i
Joint 13.
8)'6emFlgid picintseaks inUudM9 heads-Member end llxfty mudel was used In Me anelyale and design Pl Nle Buss. �'{�i.///%%% •• ..
LOABCA6E(9) standard STATE OF d�¢�
A
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N .
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I L
4r28igA
May 6,2015
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n mow.. e""`9c' Peayw f w n
M Mfimla m Nw.a __ Ga '
u evaeueieaaaeortemT,I aI ny�.wn n.. .aq+sat=aarM�elNTnvpvy,ep®�yrq•6�i'w a ezynervi pem[.gnnr
rn mill nepmvnwne...eowme.M1m �((d
I
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u'bxevuRasmlca .wa XY msmu
a,.eauawnn pn, pounna4alazx
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3AU S. 61- 12 10:0MM
F14`'1RR9RNa(ynS1T2AK-0MLIPXI9gARIypIF6l91fi&(NB3mXMR90rPJpPC
2'40 9$S 2.1p10 2-1019 96p ?161] ira 1 �
2A4D 123 2-0y
ease-1:2.3
48 =
4a=
950 n a e
4M= ra c
4 a
M' SO 21
y 4M
e
15 SrH 14 c1B LB II 9,B II pba
M al p
1)15 n 4w c a4
SC 1 12 Iy
M=
m en 2
Mn n
L4 II
5 6
Pkla Olfeeta 0[YI- 2-150.2-81 IS'0.5d 0.1-141 8' -150. -019
LOADING SPACING. 2441 CSI, DER_ n (ma) Man W PLATES GRIP
TCLL 2).0 Free Grip DOL 1.25 TO 0.15 Vert(U) 4261445 x982 360 Mm 244/190
TCDL 10 U9nber DOL 125 Sc 0.28 Vwp1L7 41.6014-15 we IAO
BCU 0.0 ' Rap Stress,lnv YES M 086 Hara(RL) 0.30 11 mk M
BE 10.0 Cape FRC2010RP12007 (Metrb:) bM 20%
BRACING-
'
TOP CHORD 2x4 SP OSS TOPCHORO SwgMel w90d Mealhing dnMly appliM w3+13 ac puana, except
BOTCHORO 214 GO 05S end Mllnels
WEBS 2x4 GO N:2MSP DS BOTCHORO Swqural weed sheathing dlrpety denied Or de Wang.
2-18,&11:2x4 SP OSS
REACWN9, pealxe) 16� (nda.0.1A),11�'IgaB (mn.0.L9)
Max Hoa 10--59(LC 16)
Max UPfftl�-2%(LC 0),11=-256(LC 9)
FORCES. Ob)-Male Camprtmx.Tan.-Allt.x 2Meb)mlessex tp en#lawn.
TOPCHORD 2-18-e17n7l.2-19�-3974 69,}19=195NfBe,}20=43MIAS18,4-M-3265162o,
45=391Wt ,9-22-1981KI6S-11-ala T-21=-9283/694,621=3299/64D,
622=1 UIU0,422=iB0113W,911=.315267
BOT CHORD 161]=384/1935,1518--„'913265,1445=619!!813,1}14=6003280,
IIt 73 31TN&51
WEBS 2-1T=3351]49,61)=GIVISMT,St&--225/1275,4-18363122-1. 23123710,
515=1369]],614=108858,]-14-129/808,T.13=3Tr✓123,613=23Lf2T8,
8-12--53&142,912=3iM1T50
NOTES.
1)Unbelsawd Me live Iwds have peen wnal,a,d fw Nh,eMg,
2)Wand:ASCE7-10;Vu11=130nph(6ae dgoal)VeW-1O1mph;TCDL�,2µN;BCOLS.Opaf,h=208 Can II;Exp B;End.,GCpi�.13
MKWRS 2-15M2& ODzae;k fn me ,,ndd C-C FSIMw(2)-ZRSW.-0,Interior(1)1L.t DOL=I.WOtlz)980mt28D.IMeM1ar(1) as aO$E e9H0 A�4.
1S2-ssro2}a0 drainage
rwmembersanafarcea8 MN8RS IOr readl0ns zhacn;!Ember DOL=t60 pm1e grip OOL=1.60 ads P F'
3)Provide aahas O e n design m present
10 wale/pending.
4)Tbbwaehaabeenaeaieneafar a16.oPar ed Olmmal0mueloarMinwnanam wMl am wlerli.e leads �.a't�:\G Eiliiq,
5)-miawaahe.boles aeara and anfrvebad Otpearp. On Me botlom Uoram all arees”.A reclangk}601an by 240 wka Mn :-1LP �' 41
rnbehveenlheb)18,11esta ansWerspmllwmembers. No 8 484
8)Beeang atloinl(s)19,N mnsgels Parallel la Braimslue usi19 ANSI?PI 1 angle l0 gmn fOmula. BWplrg anlene,zhaup veMy
Preside
albeandeal mrace. _ #7 :# C
7)Provi]e mecnaniwl mnnegi0n(by Others)alwaa m bearMg plate repable olwXhzhnaNe 25816 uplift el hint 18 and 256 M uplmM ei
bm111.
as
a) seminaM piWlbmaha lnOluame heels•Memberand lhiry nladel wa]ased mme anahs..na reabn ramie was. �9e, STATE O
LOAD CASE(S) SlantlaN SOT• & /P_a:.
May 6,2015
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Roaitl WlMEa4 Pw4RWalau
1MpeCtl]M1e Mn'e]IMUM®,Irp.]NpaAeYy 13]8]1 NIs Pinel
1 �INCIFROpVr�glePbYT]JaK-ZMTS6UpjHuu0BCC8EXEDON/RcyMyyUpttzJOPq
z00 a10$ 3o-m 3a10 2E+0 2.10 3d+o 1e+-la 1-00
2x10 3.101 90.0
psi. an.
10
ua ]
a
+e
ea =31 :o n a+a= u B
m=
1] +d 10 N
B Iq
387 13 56 �
A
he II 1$
Le II
3+ 10 a a 1 1
PI Olmeb Y>- I 0. 110'0.2-150241 HeOdurudm 0
LOggNG(ps0 SPACING- 2-PO C31. DEFL. at (W) VW Ild PLATES GRIP
TCLL !aPIMa Grip DOL 1.25 TC 0.15 VagLL) -0.23 •16 360 All 2"bld
TCDL 70 Lumbi OOL 125 BC 029 VM(TL) -0.59 16 adl8 2q0
Bull DO Rep Sbeea env YES m 0.60 HMCru 0.39 12 We Na
BCDL 10.0 CBtle FRC20100P1203I (Mand) Nbeplt 20%
LAIl BMLING-
OPCHORD2DS$
BTOP CHORD Stmcuweed ed sheathing dheaa Sd-
ly eWIM ]ac pills, sleep,
BOT CHORD 216 a(;WSP OSS endverycala
WEBS WSP No3•Escew BOTCHORD Sllurhlal vwJ shea,M1ing tlbectly applied at 100-0 oc blae,g.
2-281012:2x4 SP OSS,6-16:218 SP DSS
REACTIONS. (mustang 20=682/058 (Me 0.1A),12=882NSA pal0.1-0)
Max Hoa 20=61((-C 13)
Max UPIIn20=246(LC 9),12=246(!.0 9)
FORCES. (Ib)-Mux CompJMex.Ten.-q(fo S250(Ib)Crbaaexraplwllmeh¢vn,
TOP CHORD 2-20=619256,2-21=1]81606,3-21=1]5](!14,3Y-30514535,0.22at]8N312,
5-2Y-37(410615,58= 7aff64,6]=i0]M589,]-29f-39)41552,B-23=3]8]4519,
8b=Wdiull 9-24=-1]61)26].1024=1)87261,10.12=413R51
BOTCHORD 1&18=33M1)43,1]-18-522'3032,111]=6](11]38,1S18-ieMP3,
10.15=5a!/J015,131N 22&1759
WEBS 616=25929,]-18>85(194,315169M49,9-11=41396,9-16-187/1261.
313=55&12122,10.13=-23]/1595 S18•-614399,4-17=dNCO,4-10=q1&1C8,
318=202/124],}19=558H38,2-19-27841593
NOTES-
1)Wb;@nce0 Mof live bade have been cmalder i(a pull design.
2)Windt ASCE 7-10;VuIR130mPh(3aecmd ill Vasd=101 mph;TCDL-i,2peF BCDL= gips h=209;Cat II;Exp R End,GCpie0n8;
MWSRs(mvelope)wble ma ams ma C-L Fateliorl2)-2nnm1-0q,lmeliolll)1-0om 1a6q,Exm;ol(2)106.C10 1360 ` ,"uEEPol" e
ane:C-C la members and fpcea a Ml for reed✓ma sbogn;Lumber DCL=1.30 Plate pap DOL-1,60 ♦� H /A
3)M plates ale 4x4 l unless Nhabvise mNcaled `�� J� Qin ylip
4)Than Ms.has been 0eaigni for.I.D let bull gland the bed n....t wM anyomeruve loads. ,�� :•�GE%..s p �.�/'
5)•ThRwsehas ban designed rorahrc roes mzo.opsf on Dle batlan ch Main ell eases vfiese a rMeal61601au by 2L Mcle III .��P' V lF •••((9
mbehwem the bnnam man maenyomermemben. Q'� No 8 484 ••9
6)Dealing atloint(s) ni,12 considers Parallel W green value using ANSV]PI 1 mgM b 9rean bureau, BuiMing deagaershou d ver"
peciy M bearing surfam. # e#
])Pmma
Ntle meaniml nnegam(by o8ttra)MW]s W spairl Plate minable M eith51esirq 2431b uIsM at han,20 mtl 2481b upIM a1 v e v
pM 12,
8)'seai-09a PTmbresks meaning heear•Member end fedy medal wee used d i aneNaas and design almia Mass, 9O• TA
LOAD C0,3E(3) Steadied
''k'"'ss1ONitiNO�.
ryry May 6,2015
0En + ,
_Zlry uruPisiem wax --- ess >d w...n� enn.ww rrc+M n N. n�w P p 'Yrtt`a
n.n ow W v n + mW q r. �renuo�♦ a M w
mYYwem,.o�nppNa�mkMa.ur,Ia.11 RIsas.tvnorueEm ENGINEEINNGuc
JOE Tnw Tmw Typ Oly Ply �ew¢Pespmm
' N1pt}l'S_NEBIYENCE WI yYLysl la]SMW
RodlbeeYllNq pmYr,fd 513SI a 53e1•NTeklMneles.Irc Wb WYM13Y:51]e15 Ppe1
3� 10:p]bpLIPRgFWgOIPttjaPBYEikn2-2M156IIIgXUU96CCBElly]G]VmM,4yglU,,WDPA
L-0
3� 1n
Ina.-I me
am 1f DM II 5
3
a
u s
u
add r
tuit
I
LOADING(M BPACING 28p CSI. GEFIL In (bc) 9tle11 {!E PUkTE6 GRIP
TOLL 20.0 PNle Gdp OOL f.25 TC 0.14 VemU) 0.00 5 >999 980 MT20 26b190
TCOL TO Lumba00L 1.25 Be 0.02 Vad(TL) 0.00 5 >999 2b
BOLL O0' Rep SIRzz Ma YES W13 0.00 Hx3(lL) dA0 3 Na Ne
BCOL 10.0 Coda FR(201071ol 0] (Fill Welph Ib 20%
LUMBER- BRACING-
TOP CHORD 2xYSP M 30 TOP CHORD 3 umil dsha ingdlmd .,I9nen180.palln; dead
BOT CHORD 2x6 SPM30 end veOWN.
WEBS 2x41 SP M 30 BOTCHORO Slmdural wood shaa0ng aired,ePPIM.16-00 oc bratlty.
REACTIONS. (Maize) 5=295NG6 (min.0.id),Y—iMM gdir M,e--97RdeManical
Mae Hoa 5-42(LC B)
Mae Up1E15•-177ILC 6),4-19(LC 1).3-97(LC 1)
Id-Bitter 295(LC 1),Y-Q(LC 3),3-Si B)
FORCES. (b)-Max.Comp.M=,Ten.-Allen 250(b)orb except" shodn
TOPCHORD 2d-26QM
NOTES
1)Mimi T-ID;VuX=lbmph(3-amond Susi)VW=101mFb;TCOL-12pd;BCDL=6.0 sb b=20X;Cat.It Exp B;End.,CCd=0.16',
MVUTRS(anrcbpe)gable and zone std C-C Edahm(2)mne;C-C for members am fences&MWTRS for addlem aboan;Lumber
DOL=160 plate grip DOL=1.60
2)Thiatmea bas peen designed faa 1O0 pd botlom cboN Ilve toed noneaxbrmnl wi0 any o0a live leads.
3) TEia hus5 bas been designed kre live be]af 2001aIm Me bottenn MON in all ossa wTetea repangk 3&0lall by 280 wide v.Yll
gl Edween Ne bottom Men dM any dMx mambas.
L)Refer to giner(5)for tm-to tNu cadaddona.
5)BBlealaongat loint(e15 wnatlxa 1.11.1 to grin value udW ANSUNI 1 angle 10 gram formula. Building designer should veMY Wpadry
9 surtax.
6)Pmvde nd nanlral eonnedlon(bY others)M Was io Mbing a di capable ofwHhalanding 177 id uplift g ant 5,190 UpfM i joint0
and 97 Iil uml-dgp
nb a11oiN 3.
T)'se
m XMaears lnwwi„g beet^Mamberand rxily model wsa used in me artalraleand ceeian afMid Miss, `,����� p Q�Ayw
LWGCASE(S) Samoan,
......I4gFe'r�'
%9' A E O e.•WW�
�i�i,�S•C O R 1�?P'�j��P
pi�s�OMA�Ee�A�1.
May 6,2015
bi.are u.r `. n a F�a ...dmd�.ro :io`E°e`eemwoew.°a ew.
«r.ten,tam,Y.,w,ae.<,,,m..am,rmaa�I+Yef..mu.,M.l.�,..mr,ma,.aaear�. arom�mm�cuc
bb Tnar TnesType ON Ply peeeepeaueno
Pxpr�YrsAE810ENCE cq ,ygppy, a Ip]sxst
%oeutlaMp'Fal, PooM.fNaYtl - I
]AOOa W aAI MrteSINwIM,Irc.Nty ayyY 12Y5S 5015
ENCNJpPoPeet
� IO:GOW�LIgpfl9RW0.95aPBY1¢kK121TIqJeUb011Lb011yoamlpM1yBIGXH52P
2-0O ygg
a Sale-l:l]a
aw ria-
7
mll
3
I-9
8
1
SS 4e
I
a.50 11
5
mll
I
L0ADING,= SPACING- 2-00 CSI. OEFL N Iloc) VdeO Lk PLATES GRIP
TCLL 20.0 PWe Grip DOL 1.25 TC 0.13 Verl(LL) 0.00 60 x998 3W AM-T 26M190
TCOL T.0 Lombe DOL 1.x BC G.W VedITL) 001 45 >99B leo
BOLL 0.0• Rap abet/Ir
YES WS 0.011 Hsm(R) 0.01 3 We nk
BCDL 10.0 C, FRCx1DTP1200T (Metrix) Wl1gM b FT 0% "
TOP CHORD 2x4SPMW BMOING-
BOTCHORD 2x4STOP CHORD Sbuclumlwnodsheelhingd.a .poWJa300.,.0 , exap,
variicelc.
WEBS $4SFlJM W 3D am
a ilUeel wood sheathing OLedry OWW or b0O oc bracing.
REACTIONS. Asia ll) 5=68 G8) Imin.6ld),34xAeGlenkal,4=1]/MeGlenFal
Max Harz 5�LCB)
Max uplm5=2"LC bh 342(LC 112)
Max GYv5=285(LC 1),3J2M1C 1),4=0.9(LC 3)
FORCES. (lb)-Max.CDMPIM .Ten.-Alifom 2W(lb)Mksse plwbengl ,
NOTES
1)Wnd:ASCE]-1D;Vul1=130mph(SsecaMgua)Ve -IO1mph;TCDL-4.2W;;BCDL-e.Dpsfh, 0 Cat II;Exp B;Enci.,GCpi=0.18;
MWFRS(nvebpe)gable end zoneand C-C EAerim(2)-2{}Ola 1Aq,IMarim(1)100(02-11-0zone;C-Clormembbaantl Rm a8
MWFRS W reacrims shw'm;Lumber DOL-1.60 plak gdp DOL=1.60
2)The,buss has been dealgrlM kr a 100 at Mtlam cbwtl Inns load n..Ore]ll with any od.,fve IoaJs.
3)•This"as has been designed W-five bed Of M OpN On Me"On 0.1 in ell areas xTere a rectangle 3 Wil by 200 WOO Mil
TRbeMreen Shes)fOr asi antl eny Wlermembxa.
4)Rekrlo girtln(e)lor Wsa to WY=Otions.
5)Bearing alpiM(515 wnNCen pampello grzin value using ANSI?PI 1 angklo grain larmuk. Buibbg tlesgnw shook.rifycapacily
Of bearing sudeca.
b)Provide metllanical mnnMlm(by oNels)nllrva5 k bearing P'a(e tepahle alwNrsiatdbg 1291b uplill a1jgM 5 and 30 b up(RI aljoiM
3.
7J BemFrgld lHlchbnaka incktlbg heels"MembtterWfvby metlel vna usetl in Ne enalYals and design of NisWss. \\H�LLgp�
LOAD CASE(s) smnaam
STATE F ,•'�W
... .
May 6,2015
evJ bN �N P1^ 0.�♦Fl yyr Fw
rewv¢rM A
1r. % �� xm y ni a EyFw '
�a W nna=vizr
I e S2G
Jub Trw Trw TYPo OM1 PN MhengaYfmn
MSnP`S ehaydae E5 b3eVrP 14 1 adyeb.
PnBYtl eoNO Ent poabr,W5154 ].tlI0PW 5AN WlMINugrl®,In[.W1Ney LelaY]tIDI5 Ppe1
3Ala IO:p01eCLpRyglyp_gleP6ylRJan9tZlRyeDL011LLOhyosael;MRR31-bCfPENC DFIO
SOO
2yU qpp
ub=1:ta8
S50 12
NII e ]
iJ
2
e
as
9W 13
5
dM 11
LOADING(pg) SPACING. 280 CSI. DEFL. 0 (bo) gde0 LM PLATES GRIP
TCLL "..0 Plate GHp DOL 1.25 TC 0.11 VerILL) O.M 15 x919 360 MT20 21M190
TCDL 7.0 LumbefDOL 1.25 BC 0.12 Vtel(TL) 0.05 16 A199 210
BCLL 0.0• Rep Sbess Mu YES WR 0.00 Horz(lL) 003 3 Ne Ne
SCOL 100 Coda FRC201WIP12007 Weak) light 20 17 2DM
WMBER. BRAC
ING-
BOTCHORD W 910 SP M
TOP CHORD SPM30 TOP CHORD SM¢tumfl Wshea MgdiredlyapplNEm SDDa pWins, eecept
30 entl vedicels.
WEBS end BOTCHORD Sbudural mod sheathing directly appliel or mbossing.
REACTIDNs. (IWsVe) 5=3l9 (MM,O1-0),3.1060ednn'd1,0M6TAedunital
Max Hoa 5=86(LC 0)
Mu I1pIM5-132(LC 0),3.70 LC 12)
Mu Grov 5819(1-C 1),3=106(LC 1),44](LC 3)
FARCES. Ph)-Mu.COW.Ralu.Ted -All bry 2501]or We ucepf men Whom,
TOPCHORD 25-2021219
NOTI B
1)Wmd:ASCE]-10;Vud=130mDh(3oemnd Sud)Vastl=10lmDh;TCDI--1, 1;BCDL=6.Opsf.h=200;Cel.II;Exp B;Eod.,GCp1=010;
MWFRS(envelope)gable end zone and C-C EHe1pr(2)-2-0 to 1-M,IMerim(1)1AO 1111.1 eane;C-C for membefs and boom&
MMRS fm reedlms sham;WmM DOL=1.150 INete gnp DOL=1.00
2)Thlatotes hes[nen tlesignOd bra 100 p9Wllomoboldleebadnonamwmrdv any0Mwliveloads.
3) ache Wss has been despised Ma live lend ofZ)died an the bdlom=in 811 teens w11e1e a rMengle 360 tall by 20 wMe will
M between Me OOHmn AON end any aloe,members.
1)RNmb g Wer(a)ror Wss 10 Wss mnnec+kms.
5)BBleenmatjoMXs)Smnsldenpmallolbgralnvalueusilq ANSIPlialplebgreinl ula. BuiMmgdesi,,nbnsMuja,bdyalreHly
g maic
6)Prwm
ldO etldenital mnnMim(byo0wn)W Wasb Leering Dbk capable MwiNNandklg 13216 upIAI al jant 5 end 70 an ulNtll aljOnt
3. `��a
])"semi-rigid ptlMGeaks Mwa
duding heoW Member end fixity nedW s used!in the analysis mid desgn MNk Wes.
LoaDDASE(s) stteldnm `O P:'i�G EN
.a a No 9484
STATE F �2C
'^9Gi;s OF ;�lUZ
jD P:?J
`'J+f�esSis�ONA400�s4�,`�
May 6,2015
- i ao°ipa11v`eQl
mmm wN. —w , a WaW civet, wi. �n
qa REa 1pYL W
ea+M SMrc iwxuen�a neega Gbn Lrae,ynFxn'u MgPnw �p'manEp mYMi Naenae "
uaq. mtavekmua pig amW oiw9�mEm5m
CegyneAla PUA IC.InrJl aemolnm NenSwnst nagbm 6peiykC Wueva@ngm®nlmm peBntoJ. 9IG@�ABYGDL
Tit Trow Typ Dry Py xmmnambmm
ANDAFI10E IYa nenseclls, IWSn9
Roatualau but, qqv,faina3
i21Da Otl]AL MnellMulav,lm YMN•Ytt132a3]IDis peel
915 IB:WkGLIPRgRN'QL1nP5YI¢JeK-VIbrsN(GFJdGyyAeFIJSNpCO(pIp9kRH3rrgyzldips
tats Ta
Tai
b h=I as
J
wr
e
ase II J tl
2
I o
az
aw Fill
Ae II
I
LOADING(piFR.p
2AO CSI. DEPL b Bob) VEen Ud PLATES GRIP
TOLL 20.0OL 125 TC 0.33 Ver1(LL) 4'M 4d >999 360 MT20 2gMi90
TCDL T.0 DOL 135 BC 0.17 Ve111TL) -0.OS 65 >999 240
BCLL 0.0• oo NO v 0.00 Hmz(T)) -0.02 3 Na NeBCOL 10.0O10.rry12W7 (Metro) VAigh b FT 3(d9:
W"iEM
TOP CHORD 2x4 SP M W TOPCING-
BOTCHORD2xeSPNO.2 TOP CHORD Shuduml MON sheMhlyq dpedly epplktlw600 ocgWina, exdagt
bli 2i93PM30 mO.1bala.
5BOTCHORD SWtlurel MON sheathing dFectly epplktl w B-M ob Ni
REACTpN6. II - 68p-T-0(mF.0.1d),3=1o9IMeManiwl,gJSMletl,anical
Max Harz =a6(LC 4)
Mm opa10 = = 8)
MGrv5J6igli 1), =1366
19),4=10)(LC 3)
FORCES. (ib)-Max.Camp/Mar.Tm.-AIIalta.2W(k)wksaex2pI enspawn_
TOPCHORO 2S-d n,
NOTES
1)Mnd:ASCE T-10;VUIFl1 ph(A nd gust)V.d-IOlmM;TCDL-i 2,P..BCOL=6.Ops(;b=20O;Cel.11;E[p 8;Bud.,GCPi=0.16;
MIM1FRS(envelope)gabk end zona;Lumbar DOL-1.60 plate i DOL-1 W
2)Thia Wxs has bem designed fwa 10.0 pal bNom dmrd live load am causer nt wilt any Olbar live bads.
3)'1TIs 4uss 1,a5 been tleagnN lora bad bad of 20.0palon the astern Mwtl in ad areas of a redmgle3 tall by 2-0 led.wM
01 beM'een Ne boryom Mrd yld any M.m4nbers.
4)Rekrto giMer(s)for 4uasto Was Wnnoci
5)BearMg at 1011 5 maddens perellid to green value using ANSY PI 1 angle to gmM lamule. Building desgner.bal baNy®pally
Mbearbg suryace.
6)Pm Meme aniwlcmnetlkn(bydbers)alboast-beadngp(ateppebbWWMSeding227IbuplNal Dinl5and03IbupIMMJOH
3.
7)"SMmrgWpdObmak ind.dingheeb"Membwentl OxilymNelwmusWin Neal ",Y nddeaignaMis"n, {L11111(P.P
0)H05 M)m errd Ll'W ndat slshallbepmvltledsuffidentloauppmicmren lwd(s)511bda.M M41)bupMs-g-15, '0%! SEpH;""-1
p 15aabp MON,and461duped 1415.46Ibupat 1115,andalbdowlland141bupal 0.?15, `�� JO••.• Q �I�
aN�ro dawn and 14 lb up art a2-15m bad.chard. The deagrv]eledbn al atM aoenedion devloss)k me ieaponaibili a ` tY.y�GEN��� �
loan. F
9)In01e LOADCASE(S)sedon,loatls eppllN mthelere-Ithe Wssare ndetl ee hoot(F)ar back(B). F"' NO 8 Q4 •.� '
LOAOCA6E(8) SlvltlaN ti :*
1)Oeatl.Rai(WlencN):Lumbi lncrease=1.25,Pkb lnamae=125
Vol
-2IO
— • _�
dt 1.2=54.2-3--54.45=20 m • P'
Cmcenaated Loads(b) •9 , STATE F Vy�
Van:6=70(1 B�6)7rt51F=27,8Q7)6=19(1B=10) 'p O,(a•••R Pte. �\
i��Fss ONALtiN�'�2
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A
BUILDING PERMIT APPLICATION
CITY OF ATLANTIC BEACH MM
800 Seminole Road, Atlantic Beach, FL 32233 D0 1'J
Office(904)247-5826 Fax(9 � 77� 1 04)247-5845 - .
Job Address: ���. 1OC.pti n ��cQ Permit Numb r-
Legal Description Zo/ 3 61oc1K '(3 Parcelcot
Valuation of Work$ 0 O v C Proposed Work heated/cooleds� non-heated/cooled
Class of Work(circle one): New ddition Alteration Repair Move Demolition pool/spa window/door
Use of existing/proposed structure(s)(circle one): Commercial
If an existing structure,is a fire sprinkler system installed?(Circle one): es No N/A
Florida Product Approval#
For multiple products use pro uct approva orm
Describe in detail the type of work to be perforated: k911 I Net.) /3 OA&S 01 c9
ag P)" t5:4 h- GVG,T�=
r t a
v
Property Owner Information:
Name: /YIAlPJ/ 4,v,-J r e S Address: I/SS �G�✓I BL✓dC
City Flt/ -h & O, StatoCL Zip3Z2 Phone 4.v-3 4 ? e
E-Mail or Fax#(Optional)
Contractor Information: CONTRACTOR EMAIL ADDRESS-
Company Name: Qualifying Agent:
Address: City State Zip
Office Phone Job Site/Contact Number - Fax#
State Certification/Registration#
Architect Name&Phone# l fvv I r>{+n l'As Kry Q� 90Y 96 71C $ $
Engineer's Name&Phone#
Fee Simple Title Holder Name and Address
Bonding Company Name and Address
Mortgage Lender Name and Address
Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the
issuance afa permit and that all workwill be performed m meet the standards aja!l laws regulating construction in this jurisdiction. This permit becomes nu!l
and void fwork is no!commenced wtthm six(6)months, or ijconstruction or work is suspended or abandoned for a period ojsix/6)months at any tame a er
work is commenced. I understand Ural separate permits most be secured for E/edrica/ Work,Plumbing,Slim, Wells,Peals, FLMass,Bot/ers,Healers,
Tanks andAlr Candrtiorters,de.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
/hereby certify that have read and examined this plication and know the same to be true and correct Allprovisiom oflaws and ordinances governing this
type o/work will be complied with whether fpeeci red herein or not. The granting of permit does not presume to give authority to violate or contel the
provisions ofarry other federal,state, or locallow regulating construction or the performance ofcanstruction.
Signature of OwnerSignature of Contractor
Print Name
.. ._............._....-........................._........................_.................. Print Name
.............................._.........................................................._....
this e / Before me
this ay o t{I/ 20L_ 20
Nmq Pu
nk Saw G w GFlmpe
� Shmml Or
�aw✓rMW
l i i oatiaio F
�, Z - Revised 01.26.10
DO NOT WRITE BELOW- OFFICE USE ONLY
pp ica e
Codes:
Review Result (circle one):
Approved Disapproved Approved w/ Conditions
Review Initials/Date: I�
Development Size
Habitable Space St5S� Non-Habitable
Impervious area
Miscellaneous Information
Occupancy Group 'R - 3
Type of Construction -Sr-
Number of Stories 2
Zoning District
Max. Occupancy Load
Fire Sprinklers Required
Flood Zone
Conditions/Comments:
1 i..Llr
3
rg\ 800 Seminole Road
Atlantic Beach,Florida 32233
U Y„ Telephone(904)247-5800
FAX(904)247-5805
OR
Construction Site Management Plan Compliance
A construction site management plan conforming to Atlantic Beach City Code Sec 6-18
has been approved as a part of this building permit. The Construction site management
plan was approved based upon the following information.
1. Parking plan—puking plan showing how site will be accessed and all onsite
and abutting street parking areas.
2.
3. Location of construction trailers,loading/unloading area and material storage
area.
4. Location of chemical toilet area.(chemical toilets must be kept out of City
right-of-way and not further than 15 feet from structure under construction)
5. Location of dumpster. Dumpster must be from an approved waste company
(in accordance with Chapter 16 City Code)as of 2009 the permitted
dumpsters are Advanced Disposal,Realco Recycling, and
Shappells.Dumpsters will have tarp covers or rigid covers on windy days.
Dumpsters must be removed prior to issuance of Certificate of Occupancy.
6. Traffic control plan, showing access with dimensions,area to be stabilized,
narrative on phasing of construction with adequate parking and delivery of
materials.
7. Site cleanliness. Contractor must have the entire construction site cleaned by
Friday of each week.This means removal of scrap lumber, concrete remnants
and other such construction debris including cans, metal,plastic and paper.
S. Erosion and Sediment Control. Contractor must maintain all elements of the
approved Erosion.& Sediment Control Plan(silt fence,catch basin filters, etc.)
until sod or other stabilization has been placed and approved by Public Works.
9. Other activities,where special conditions are identified by the Building
Official.
Failure to comply with the Construction Site Management
Ordinance may result in a Stop Work Order being issued in
accordance with City Code Sec. 6-17 (3)
Revised 5/2009
r„ City of Atlantic Reach
Building Department APPLICATION NUMBER
800 Seminole Road (To be assigned by the B iltli D
Atlantic Beach, Florida 32233-5445 e n9 epartmen )
� .. Phone(904)247ZB26 Fax MA)247-5845
E-mail: building-deptigwab.ua
Cityweb-site: hhpo/ wab.us Date routed
APPLICATION REVIEW AND TRA
CI(IIVG FORM
Property Address: /�� QJ
D en4 review re uired yes No
Applicant: � (,J�
anning&Zonin
Project: aY cols rator
Public Works
9aQ�( h / Public Ufilities
G ,r' V Public Safety
�q hgT Fire Services
Review fee $ -
-- Dept Signature
Other Agency Review or Permit Req uired Review or Receipt
Florida Dept of Environmental Protection of Permit Verified Date
Florida Dept.of Transportation
St.Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review:
(Circle one,) PProved. QDenied.
Comments:
BUILDING
PLANNING&ZONING
TREE ADMIN. Reviewed by: l
Second Review: Date: .i Zp y
PUBLIC WORKS Comments: ❑Approved as revised. QDenied.
PUBLIC UTILITIES
PUBLIC SAFETY
Reviewed by:
FIRE SERVICES Third Review: Date:
Comments:
�APProved as revised Denied —�
.
Reviewed by:
Date;
+see o7rz7no �—
I
City of Atlantic Reach
Building Department APPLICATION NUMBER
II 800 Seminole Road Eb assigned by the g iAtlantic Beach, Florida 322335445Phone(904)247-5826 Fax(904)247-584,5. E-mail: building-dept@coab.us
Cdyweb-site: htlp//w wcoab.us routed:
APPLOCAT90N REVIEW AIN® `RACKING FORM
Praper4q Address: I j '�
^ A/✓ De ant review required
Applicant: Q �� ge q Yes No
anning&Zonin
Project: OY mis rator
Public Works
9a.enn ( d2. ( Public Utilities
/7G ,r' 7 l�J�Vr Public Safety
Fire Services
Review fee $
---__ Dept Signature_
Other Agency Review or permit Required
Review or Receipt
Florida Dept of Environmental pro Of
of Percnit Verified By Data
ns
Florida Dept of Traportation
St Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
APPLICATION STATUS
Reviewing Department First Review:
(Circle ane.) �APProved. Denied.
Comments: !K // /
BUILDING J SIT'(*L
'TANNING&ZONING
TREE ADMIN. Reviewed by:
Second Review: y7 Date:
PUBLIC WORKS Comments: c�lApproved as revised. QDenied.
PUBLIC UTILITIES
PUBLIC SAFETY
Reviewed by:
FIRE SERVICES Third Review:
Comments: Date: H
�APProved as revised. QDenied.
Reviewed by.
107127110 Date:
--
1
CM OF ATLANTIC BEACH
r ®9'YNER / BFJI{L DER AFFMAVIT
I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART i "CONSTRUCTION
CONTRACTING'REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW
DISCLOSURE STATEMENTPOR SECITON 489.103(7),FLORIDA STATUTES:
STATE LAW REQUIRES CONSTRUCTION lY) BE DONE By LICENSED
CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT
LAW THE EXEMPTION ALLOWS YOU,AS THE OWNER OF YOUR PROPERTY.TO ACT AS
YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. Y LI AI I 'I
VUI'IICVhl IIIL IN',.I RUCTION YOUR OR
YOUDW BUYO ORAYALSO AONE—OR
1'W'U FAMILk' RESIDhNCE OR A FARM OUTBUg,DING. YOU MAY ALSO SUED OR
IMPROVE A COMMERCIAL BUILDING AT A COST OF$25.000.00 OR LESS, THA B m DINC
MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALF OR LEASE.
IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITIEN ONE YEAR
IT FOR SAE COR LEASI,70N IS COMPLETE, THE LAW WR L PRESUME THAT YOU BUILT
IT FOR SALE OR LEAS:;. WHICH IS IN VIOLATION OF THIS EXEMPTION k' Ilt I A 11). NII I
[IIF1.:1N IINL1(�F 1'EI-I i'IfRSUN�R k(t�Ly(Z TRi "T )R YOUR CONSTRUCTION MIST
'BE li N I:11 1 U�INQSIBILI, TO THE BUILDING CODES AND ZONING REGULATIONS. I I Iti
TYI MAIL .YIRF T MI PEOPLE LAIPL0IN
IIILI LUSh.� It E)- IIUD 1 ST17
Ii) HIIkAI
MKIPAL ILMSINt,RNC_ ��AV ,A — _L
IC INJURY LIABILITY; SINCE OWNERS MAV BE LIABLE FOR INJURIES i0 WORI(FRS THFY HIRE
HE gITILOING'� DEPARTMENT SUGGESTS WORKER'S COMPENSATION IN.�URANI'E EE
i'URLIi,^.SED
III. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO
OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY
EMPLOY ON THEIR IMPROVEMENT TRADES.
�ipI N. PENALTY; UNLICEN51-D CONTRA TO CANNOT BE EMPLOYED UNDER
CIRCU9ASTANCES. OWNERS BEING SUBJECT TO $5,000 PENAW
4ALTV UNDER FLORIDA STATUT -NO
55-228(1). AN'OCC "CER NAL LICENSE"IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY
SEE THE COUNTY "CERTIFICATE OF COMPETENCY' OR THE FLORIDA "CONTRACTORS
CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE
BUILDING DEPARTMENT(2475826)IF IN DOUBT.
V.ACKNOWLEDGEMENT;I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE
STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN
OWNER-BUILDER PERMIT. -
//sa- Gcrc z A&6
ARESS Foy Yy3 y
/'C
/�y,/rC� /' � PHONE NUMBER
TG ia�w-BOJ
PRINFN IE --- p
ad
NATE
Sabte no,tis day oip0_ �
of
Ouvel,Stdo ooaoo Flodtl .od personallypFPeaed M1arin by M1imaelf/M1efla afelN afiuma e�l
DoValtemenb Flonda,has
sere hue slx' re� /V/
Notary PubGcal La",5Me o/___ County of�yti/
1' SN11h"L Grahama Fbdda
} My P.OnlTlaala9 FF 088890
Norery E19 �°"iu" Exdaad 0L182018
rv:�awwu.„.".mue�nn:a,.n;rsavtsnv:�Iv.:ur
Y.,. DrJ Engineering, LLC
(FKH: OrJ Consulting, LLC)
ENGINEERINGuc 6300 Enterprise Lane
Madison, Wisconsin 53719
RE: Floor- Andrews Residence
lomamant Notice:Each Too,Cesgn Drnwmg(TDD)uses street Connector Plate(MCP)deal values published by MCP manufacturers.Any magenced conneCom use Menage
values punished by Me connector manuhre,rercameAmerican Waco Cound pal The TDD further uses lumber seagn values published by the applirabg lumber mles-
writing agency as appmovad"a American Lumber Standards Committee.These are imeammelcd into lumber design emesions and ryuations aeetel by the American Wood!
Council and ingM1 into modeling and ma ysis TDD scheme created and dvrel by rix MCP manuhdures.The lumber tlesgn values mrespontl with Me goade stomp clogged
by Me Truss Manufreg000nilmomberpriormcrossaatiry. The modargrading rules published by the harswridng Wancy shat apply U Me Owner,Building Dogner
and Conbapor.Al nghlize]terms are as darned in ANSIRPI 1,the National Design Standard for MAUI Plate Connected!Nbod To.ConaWcYon mei 1).
Site Information:
Project Customer: Durham Building Materials Project Name: 60991120
Lot/Block: Subdivision:
Address: 1155 Ocean Blvd Model: Andrews Residence
City: Atlantic Beach Stale: Florida
Name Address and License#of Structural Engineer of Record, If there is one, for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria&Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FRC2010/TP12007 Design Program: MiTek 20/20 7.6
Wind Code: N/A Wind Speed: N/A mph Floor load: 55.0 psf
Roof Load: N/A psf
• This package includes 2 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
! conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
a This document rocessed per section 61 G15-23.003 of the Florida Board of Professionals Rules
No. Seal# Truss Name Data
1 19757675 F01 5/6/015 !
12 119757676 I F02 5/6/015
S ilG
SO
�P
The design assumptions,loading conditions,suitability and we of Nis Trus for ary Building is the responibility
of fle Owrror,Me Owre's embalmed agent or the Building Designer,in Me contract of Me IRC,the IBC,the local tnlrlh
clavoo buM1IlbeaooDBuldcas eomlenrandng, eBrespodlrtyelfe ng Dagntim,endCnect .alna outM lire `,�0OOSEPHO ,�
TDD and the practices and guidelines of Building Component Safety information(BCSI)published by Tat and
SBCA are referencedfor general guidance.TPI l defies the responsibilities and duties oftbe Truss Designer, �•�\GENSS}�'T�!'
Truss Design Engineer and Trus Maiufacrurer,nater otMwix defined by a Compact agreed upon in writing 'Q• 69464 •.•9 '�
by Me parties involved.The Truss Dal Engineer is NOT Me Building Dongrer or Terms System Engineer for
any Building. } ;y
The Truss Design Daogates)(TDD[r)referenced have been prepared based on the convection documems(also
relined tort times as"Stmqual Engineenng Document•)provided by the Building Designer indicating the mature •� �
and character ofthe Work.The design redeem therein have been transferred to Drl Engineering(DeJ)by '9; STATE OF �``
ProBuild fast(Pooler). ' 0�•"•� P_
TM1ese TDDs(also refemM to at pedes as'SVuctural Delegated Engineering Doamenis")are spedapy structural mmponel{L F ••�_ O R\Q. 6�NAt
designs and may be pan of the project's debarred or phased submittals.As a Truss Design Engineer(Le.,SpecialtyEngineer/. C1`aN
the ideal hope and cor any TDD represents an
f polessminal
ility
design oMe
A Truss depicted on Me TDD onty.The Building Designersoresponsible for and nshal coordinate ing band review the Tom terM�le 4grl`nif it ;++
compatibility with Mwmi
their pen engineering requirements.uireents.Pleasw e reviser all TDDs and all related notes. May 6.2015
<Truss Design Engineer's Name: Ryan Dexter, P.E. Ryan Dexter,P.E.
aMy license renewal date for the state of Florida is February 28,2017.
Florida Certificate of Authorization:No.29766
1oft
,pp
Tan' Tana
T" Ply sReMxa �
Imm� Fe Flw +e
Rp8utl 5aN F.Y. Pooh.—n— ,eW wOP' -
IO:CUWCIPRgRNy_L1nP5YdxJaK OIM6NTgKUFjMItEpBNM2TryNriFlaal WDNO
61d
H! er� Faaavl.,a
2N II 3 II
be - ffi- hf II LJ 1 LB PP= xes _ xM
1 2 3 a s e ] e a +o ++ a n
t m
m -= al m +e fe n +e +s
qa - b5 = L+2 MIXNB FP = ffi- ffi
2.
of a
Plam CVaaW(Vf- 8:0.1-0.Etlae1.26YB.0001.119D1-0.E_d4e1.118:0.1-0.Edpel.119D1dEdpal.125:0.1-0.61-01.p16.0.180.1-01
LWDNNx(W SPACING. 1i C31. DEFL. F (dc) oien Ud PLATES GRIP
TCLL 40.0 P Gdp DOL100 TC 0.31 VarKu) -0.901519 >sm 480 aMD 26N180
TCDL 10.0 lunWDOL 1.00 Be 03] V—Wkn) -0.411519 > 2 960 M OHS 187/143
t Ku 00 p SOsn Mw VES W9 0.43 H=
ReM) 0.07 14 ala n/a
BCDL 6.0 Cafe FRC2010y7P12007 (Nada) W Iat 10516 F,11%E
/ LGNBER. SPACING.
M TOP CHORD 2s4SPDSSPWO TOPCHORD SduC l aaal saWhing direwry applied!w 9�Iens,
BOT CHORD 914 SP DSS(M) and ve 1.n
WEBS 914 SP No.3(W) BOT CHORD StnwKael maW edealdmg cls ly ap Waa�
REACTIONS. Ha el N->51N]-0 (mm.61-01,14=i54N]-0 (mM.61-01 -` `
FORCES. 1101-Macj,d,,,M,. 2 , Mmes250(M)wleee .6-7e MNwm. ��OO
TOP CHORD 2-3-1P.12A,9J=2TT/�9,45=3165tl.58 3>1BI0.6-i-3T11N,]-0a9]1BN. ad.
E-9=3 W.&1D=3461W,1b1I=2P7N,11-12=164911 Aj
BOTCHORD 2i246G51,22-23=0.8312,21-22 0223,20.21=00133,19.2049895,18-19- 721, /
1]-18Q9M4.7-f]4029f,1624�1112,12-25-WWI
WEBS E1P-991/211.]18=39181!.2-24=1191N.2-23-OI501,323=-072A,322-6906,
422--SB60.49i431],520=396Y1.5-19=-2Bfi/J56,12-14=1191N.12-15=6'901, t
11-15--0]9tl.11-18=OIBL9,10.16=5960,10.1i=0134],bi]=.TB&O.B-1B=�28NOm ♦� ``�✓
NOTES Pt�
1)uneaWwecl nmr Im beds have wan mnsiderecl for das Oe a
2)m plates are N=plate:unksa p h.na,se ineicaled
3)M plates Ye 3x4 Mi20 unlass cMM windicale].
4)ssn41gid pim+daads maudirg NaelsMemcerend miry model ads due in Me anay,.Md deNgn W Mia duu.
5)RecwnnlMtl lA6 Nron91ucds,MeeBe,spweda11080 stand famaned tc eaUWa3 MM 3.1M 10.131-X 31 mils. sda, ab g'y
x anMaleemwana at mad dmerema pr resaamm dv pmw means. 1 `,j1luseLP F4p�,,'
LDAD CASE(s) sanders GE,.... .
%9•• TATE •'�¢
�9�N •.0 OR(0. ��%%%
s
May 6,2015
d "' e..maee..n em°mFw Heavy
wr�nvnm�lrmewve .ue Ma Wnmyeae wn nwtipAaupmm�oR.`e^mer wCap,FryFw YMT NYepsts eYe
v wimp uo ia.em..eanvm .rw� BVBIYFF1iRNLLC
uclan a.wmunmnm.eoa.em..vmvmen++army^^^^^^ ^a^
01 10 .1 I 6
, c I 101
o+e ,rs6 ;iD
E9 )IgQ-g
�A �O✓ .�ZIO�iS E M
J
i I
Z. 1 0 1
as+a.s
pip
s'
lc
a � dna -Inoa NV 200
ab.nH+,a a 9121bO1y
-..LNn00 WAnQ QIVS d0 Sa?JOOMb.0,-Wnd
1NMi 2ifYJ 2M d0 i 39bd '9 'I008 1V Id NI Q30�Jp0321
$V
VQi?10b 'U NnOO 1VMQ 't10V38 OLLNVUV '£4 Noo !E '£ 1J'!
ISO AROM A-'f11 OS ONIAAGIyg dl>W
S iA^
I ,. 0 I.
I/t 30Vtl 66B966E606.OI NHOtI fHMO•NOMd 99•Lt 06-E0-NOC
u
FORMS
FLORIDA BUILDING CODE,ENERGY CONSERVATION
FORM 402-2010 Rpidentlal Building Thermal Envelope Approach ALLCUMATEZONES
Bsope:Compliance wfth Section 402 dthe FWNa Su;dirsg Code,Energy Cons mUm sMl)ba dOmomtbted by the use of Form Q21m sinuule-ard in residences of these
slorns or less in height,additions to existing residermal buildfir ,renpvatore to BonLlg residential huminas,new heating cooling and wabrhead systems In¢xislin99 bulldirpsaz
appllcabll comply,a holding must meat or exceed all of Ne energy ePoderny,requirements on Table 402A and all appllAN pu0storY requirements summadnd in Teb1e 4028 a(thls
form.Ilabuildingdoesnotcomplywithglia me dor AlNmete Farm 402,Bull complyunder Sedial485 oft llllaFlorhea Abang G'ade,Enarpy Consena0on.
PROJECT NAME: II CSC&" erg BUILDER: �14LZ
ANO ADpRE33: PERMITTING
OFFICE:
OWNER: y-,--j.�_Cy PERMIT NO.: JURITDIC11ON All 7_ (�1\CO
Board lnMntetlons
1.Now conshus9on which ircmporatesagrrv,of Ne followin99featube cannot comply using this method glaze areas in excess of 20 event of conddloned floor area,elw*bedroom
heatandairhandlerslocatedinattics.eddltlens5Npsq.lt.,nnoMiaM and equlpmenicbangequbmrycampybylbleml withmamptlOmgimn.
2.Fill in all the applicable spaces oftel Be Installed'Calling on Table 4MA with the iniormlion requested.All'To Be Installetl"values must be equal to or more eRnie0th the
required levels.
3.Complete page 1 based on the'To Be Installed'column information.
4.Rod the requirements of Table 9028 and check each box to Indicate your intent to comply with all applicable items.
5.Rod,sign and data the-Prepared By'c ndication statement at the bottom d page 1.The owner or owners agent must also sign and data Ne form.
please print CK
1. New construction,addition,or existing building 1
2. Single-famllydetached or multiple-famllyattached
3. If multiple-family-No.of unite covered by this submission 3
4. Is this a worst ones?(yee/no) 4. PA --
5. Conditioned floor area(sq.ft.) 5. SZ 5-
6.
6. Glass type and area: -
e.U-factor 6a. . 30
b.SHOC 6b.
c.Gross me.
tic. 1f5 of.ft.
T. Percentage d glass to floor area ?. Z Z % %ZdQ. Z=
S. Floor type,area or perimeter,and insulation:
a.Slabov-mark,(R-value) Se R_ V
Wand,nd,hand(R-value) Iln.ft. 1
c.Wood,commoa(R-value) ads,R= q.tt
d.Conroe,real(R-value) Ba R= sq.% -
e.Concrem,mvmon(R-value) ed.R= - sq,ft,
6e.Am - sq.ft.
S. wan type,am and lnauletlon: -
a.Exterior: 1. Mawnty(lamPubon R-value)
2. Wood frame(Imuladon R-value) 9e-2. R=
b.Adjacent: 1. Memory 0asuladon R-value) 9b-1. R.
2 Wood fnme(Iusulatim R-Valve) 9b-2. R-
10. Ceiling type,arae and Insulation:
s Under attic(mutation R-Value) 10a R- sq ft _
A Single azscmbly Resolution R-value) 10b.R=- _
11. Air distribution system:Dud insulation,location,On
a.Coot location,in relation 11a. R
b.ATN location 11b.
c.Qn,Tat report anachad(<0.03;you.) 11c.1feustreporlaftlehed? Yea No
12. Coolingsystem:
a.Type 12a.Type: a:&w A.-
b efficienry 12b.SEERMER:
13. Hearing sysbm: 13a.Type: -
a.Type 13b.HSPFFCOPFAFUE:
b.EBicims,
14. HVAC sizing aeleulation:atteehed 14. Yes
15. HotwetersysM1m:
a.Type 15a.Type:
b.Efficiency 15b.EF:
I hours combustor plans"apslflnhae-116 Wled nl[uWgn era In comollares cols ere Flinch Pnvlevml C[de
plansanLspmsJlullona mverM hylAlenkuglim lMlnles cpmgYnnwiM tABPMN
Energy En¢rpy Cooe.BMare[ 9nclas is com mid.ran mildo will to expand expense.In
PREPARED BY.
needcis UarcilA SaWn SuLmor FS
pPtF;
Iy gNynW red lMa WHOW b in compeewthe Fpraw
lda Emery reaF 0Fnc41: 7i;;; s-us
BWINEPRGENi: NW: Di' S(Lof
CA 2010 FLORIDA BUILDING CODE-ENERGY CONSERVATION
FORMS
TABLE 402A
BUILMNG COMPONENT PERFORMANCE CPoTERW IHBTMIFD VALUFB:
U-Fodd<sa 6 LLFecW.
WIncl cleee Ncei SHOO=030 SIIOC. eIC)
%aCPA-2i
M1b 1Fecb1<0]s Nor LZ
LWra:ExrwMExr4Faatt U-Far4r<&65 U.FecW= O
Fbore: SlebsnFab No rpuMrlers
8.13FVeFn.
Over unwMMma] ne W1e2
WMY-Ed.ane Ad.(we Nms3):a
FmmB R-13 R-VMua= Z, i
Mew (aro No193)
loodwolweN: R-].B R.yete=
Eperbolwal: Rd R-VMw=
Cellnts over,Notes 364) R� wastes 30 Teen rapwl
PaAeclum 025 genxranw= Annual
TeaMo
AY eMrCUOan system(me Nola 4)
DuoMrk&airrardlirgunR
unconcealed coal Not alWxW Location: rl. TMlpan
CoMXbrgE spw (-` AWatM
Duct F valor R suets YWTIo
AR IeeFepe an an aam WV.do-
QE
NrconeagNn see NS TER-- SEER.
Heetine areas
Haa[ np less Note S) Ccallrg: SEER.too SEER.
Hea1Mg HBPF.]A HSPF.
Gas mroese AME]e% _
aim. AFUE 70% ANE
P UE=
ENMc reaeWre:Nor classes!fess N.61
weld naa5rq stamn(amrew rsys)
Electiklaw Not Qpet:EF=0... GeApre=
II
Gas fl.law tale"q: 60WI:EF=0.90 EF.
40gs:EF=059 "Was=
OMer(eesome): 60 W:EF.059 EF.
(1)Each component present In Me As Ppposed Mire must meet ar exceed each Olde applicable perfomlelxn aileM In orderer comply wph Mis rode using Mie medrad;
rMetwlae Seaton 405 Compliance must 0e used.
(2)Windows and doors quallying ant glazed fenestration dome mustcomply wit,both the maximum U-Fedora o tM maximum SHGC(solarHeat Gain Ccedclen0 criteria
and have a mexlmum role)willow surae equal to or less Man 20%of to mMtiirned floor arse(CFA);ogwtwiee Seaton 405 must ba posed for compliance.
Exception: Additions a 600 square feet(56 me)or less may have a maximum glass to CFA of W percent.
(3)R-salves are for Insulation material only as applied in aceonlance with manpdcturem'Installation instructions.For maw walls,the Into rim Of ar ll"rat,irement mustM
met except N at MeM 50s6 Of the R-6 Insulation required We Me"dxdrord weir Is installed exterior of,or ami to,the wall.
(4)Duch,&AHU Indicted subounn4ally leak had per Sedlon 403.2.2.1.Test by Close 1 BERS rater ox lred.
Excephan:Dudos installed onto an existing air radiation system as part Of an addition or renovation;dust must be R-6 installed par Sec.503.2.7.2.
(5)Fa all conrentlonal units with capacities,greater than 30,00 Bbohn. Fordherypee M dqulpnMnt,see Tables 503.2.3(18).
Exception:The prohibition on eledM resistance heat tines rot appy d addtiione mnsectirna all may heating systema installed in sxial buildings.
(6)For other electric Storage vdumes,minimum EF=0.9]-(0.00132 x volume).
(7)For Other nedrel ges storage volumes,minimum EF=0.6 ig0.0019 x volume).
TABLE40213 MANDATdiYREOUWEMENTS
COMPONENTS SECTpN gE0U1REMEMS �N
To be Faulkd,seemed.wwNemeasures,w
1ppe!or meaMed Remswe knot IC rotor meeting A E
NrleeknBe 402A 2a3.Wlnlcas all seats-bAI oM1Nw.11.Testing a sent Impaction restart Firepmms:postalEwa&
ouMwrwmWstiw eb
CeillrysMnee wLM 40621 11-19spawpertni0irq.
Prq}emoudeins. MIA Wham lrrweair know is primary ayelan.PmPovers,e mmems is momm].
NratlrlMNw ryMan 4012 Olwb In ettiw or or mom FeuletmmRe:tiered Such q$Cuas meter to q.0.0 by a Cmw I KERS Mr.
Xwl cop reyuiree Ior vdOcal ppe eweAangywitr elrebMes in Table 40a4.3.2.Provide mmuch or dearly
wake,M. 4IX14 rwMet clrwnbreaker tdecMc)wehumX less)."uming system pipes located to=fla t scramble menta
OFF M.
SxYnMry pot& ones all heahe Pwp
ls must have vanarae
rent wears or a liquid woad or other means proven to reruceh.
G 4019 loos mmor,t]0%W haatbom ane;rewveredmnemy onnlmersMtm requber cw neamrs minimum marmot
Nfiaen =lex &TF suer alWta.neetu Inwgre mmlmum COP-4.0.
CoolYgTeetin Slxing calcuhlonperlomvJ&amorvv Minimum enlcleMea per Topics e032.3.Equipment eMcNrry weflwtlm
gequbmem 4W.e mwired.5pedal Eon,cpune orneatlrg repecly regmres seroma rysmm aventlM eyedycyeMrn.
Emdhm hmeIN I—meal Ca dea iIns warn&e ea
ugM1thg puroment awl gtlwe EO%of pemanemyinsMller lgnnrq l'aWremaMn be highanFawlempa
2010 FLORIDA BUILDING CODE—ENERGY CONSERVATION C.5
I DrJ Engineering, LLC
(FKA: DrJ Consulting,LLL)
ENGINEMINGLLC 6300 Enterprise Lane
Madison, Wisconsin 53719
RE: Andrews Residence- Andrews Residence
Important Name.ESM Truss Design Drawing(Toil)uses Metal Connector Plate(MCP)design values publisrmd by MCP manuhW mm,My ramenoad wnnecNrs use design
valuespuNhhWby Meconnectormandtlumrw Me Pm nNbodCwmlper ND$.The TDD NMer uses lumber design values puN¢M1ed by the appisade lumber who,
w,iAng agenq as app by tce Amminan Lumber StandaNs Commlltee.These are Inc mtetl into IumWrdesign p Osons and egWtkos Feared by Me pmedoan Nbotl
Count and input into asNeli,q and analysis TDO saftare cree1M ant oxnM by the MCP manufaquress.The lumber design values ennespond w the good stamp dMAfiM
an me Truss Menurapirome tli lumberDdormrunu aSlm Thele Nmmatl Design
Standil bytal mate-Comeogengsbe Truss
1), Desg,ier
end Conbma.All naDitalieetl ce,ms ere es tlerine0 in pN51?PI t,me NeAMaI Design StantleN b Metal pink CM, 4U Y1botl Truss LonsWcton(TPI tl.
Site Information:
Project Customer: Durham Building Materials Project Name: 80991034
Lot/Block: Subdivision:
Address: 1155 Ocean Blvd Model: Andrews Residence
City: Atlantic Beach State: Florida
Name Address and License#of Structural Engineer of Record, If there is one,for the building.
Name: License#:
Address:
City: State:
General Truss Engineering Criteria&Design Loads(Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FRC2010/TPI2007 Design Program: MiTek 20/20 7.6
Wind Code:ASCE 7-10 Wind Speed: 130 mph Floor load: N/A psf
Roof Load: 37.0 psf
This package includes 8 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
This document Tocessed Der section 61 G15-23.003 of the Florida Board of Professionals Rules
No. Seal# Truss Name Date
7 19757848 A01 5/8/015
12 119757847 A02 5/61015
13 119757648 IA015/61015 GOP
14 119757849 l A0
4 15W15
15 119757650 1 CA 15W15
16 119757651 CJ3 15/61015
17 119757652 1EJ5 15/6/015 �0' 10 ON
6 119757853 HJ5 15/6/015 7 G7'�
O�GN`N`'P
EP
The design assumptions,loading condition,suitability and use or Nis Trvss rm any Buildings is dce rnportsibiliry
ornhe Owner,me Owners adhorixed anent ofthe Building Designer.in dm Mideast cftbe IRC,the IBC,the local
]ofma,Too and my field mid ofthe Trans,
ns
Mathias code
bracing.shall be this arembouibilliry of me Building Den®mr and Conitado.All n'omssset out innhe ``000SEPH 0�4��
TDD ant the .in.and guidelines of Building Component safety lnf b.(BCSI)published by TPI and ♦ .'iglC:N —)•
SBCA we referenced far general guidance.TPI 1 defines sire
c sponsibilities and dukes arms Truss Designer, �P;•V<<' St'•.��,.'
Truss Design Engineer and Tins MMuractum,Miles,othemisedefi,rcd by a Contract agreed upon in writing = 69414 •••9
by the paves involved.The Tins Design Engireer is NOT the Building Designer ar Trvss System Engineer far
any Building 1 i
The Truss Design Drewing(s)(TDD[s])referenced have been prepared]bash out etre mnsWctiM documents(alw �• * �Q,:
farted he at times to•SmMuml EnVismring Documents')provided by the Bailiffs Designer indicating the namn, T
�Them andcharecterofthe work.The desipmeeriathereinhave been transferred to Oil Enginaenng(Drnby 10 STATE OF
PmBuild Bis(Pooler) p�•,•s. P!
TheTDDs(also refsmal W W times as"structural Delegated Engineering Documents')are specialty structural mmponelfL F •� O R 1...
designs and may be part of the project's deferred or phased submittals,As a Truss Design Engineer(i.e.,Specialty Enginee7fj s - w�
Me seal hem; onoNe TDDomy D represents
an aceeptisnois omational engineering
gineeerigresponntsi ality for flas ntl review the design
TDDs tar sing
k rs/71NA;+ ;+s+
v N g Designerresponsible
compatibility wed their w,an engineering requirements.Please review an TDD&and all related notes. May 6,2015
eTruss Design Engineer's Name: Ryan Dexter, P.E. Ryan Dexter,P.E.
My license renewal dale for the state of Florida is February 28,2017.
Florida Certificate of Authorization:No.29766
p 6
1oft
Jae ]Iasi Tu4TYN GIy PIY NN�en RYWslm
y e:bIRE610ENCE NPOIREER 2 m515r5
2
ButlGW EW. Pwhr,e.1>ty3 )Bn05WlAta NnelliglNMe,Iz.NFI NaY W1TMMH1lPp3
NOTES IO:OOYa .PRgRNq_gnP6yN PpCOnEtUFoQ.E,bb51NP876WT%O2 QMJOPF
12)Harpers)wdbarmnnadbn devlee(a)MSR be prwbed mRMeni W auppat mnnmaled bad(s)W lb down and"Ib up at 500.52 b dmm and]3 D up N ]812,52O
d.wd731bup W1 12,521bdwnaM73bupst 10 .WlbtlwmaM73Eupa111-11i.and52lbdcwnandMlbuptl 1311-4,and WlbdvanaM]3lbupal
161LOm WpoldQ eM 9B Ib dwmtl S14.47bBaanst7-0.12,47Ibdw.nan 9-012,47Ibdc at 10.F0.47Ibdarnal 11-114,aM47Ib Wwnw 13114,and96k
doxn al 1S1p8 m Mllan tM�d. Tledeagnhebtlbn d iWt mnnttibn devlcel6)ii tlrc rtaponaibilXy of o1Ner5.
LOAOCASEryI Standard
1)Oead 8001Ibetanmd�:Wlnper Invew�125,PWIe Inveua-1 Nv
Undmn heedsa O IPRI
V 1-3-51,2-4=51,4]=54.]A�,&10=51,1618-20,1316=20,11-13-30
comenUn Loads(b)
Van l--s203)7552(9)13=-45(e)15-16(a)19=-52(a)2o-s2(a)21=52(e122-52(5)23=52(a)24--2e(a)25=.2615126=26(6)27-26(6)25=25(e)
J
GOQ g'�OQ�
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No 69x84 .9
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0 Ft
May 6,2015
�.wmn'd a
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ate
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AVaW1feJZ.CEry1'e .V> Nb me
R rel
A[9ueleWdEW. Pmbr.Witddd IAWaW dAH Mn%IitlreY.Iz.MM WYret]'%.p A15Pp1
IO:Opa1CIPRyRVI�UyaP$yl¢JeK-0_ML1pXIBgdARly�FeLi109KN93nIMARiIAix,qP6
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3E9 633 P101d 21014 }EO 6169 24613 }25 3A-0 �
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1e u
ad II y. II
61a a15 dos
Plele ORsels X ¢2-1662 5: 2-150-2-111
LOADING(ps0 SPACM6 2L0 CSI. Dan- s (kO) YdeS LM PLATES l L
TCLL 200 Peale Cxip DOL 135 TC 0.15 VdNLL) -0361415 >962 380 MT20 A2
TCDL TO Lunber D.1 135 BC 0.28 vw-L) -0.801415 WS 240
'
SOL'
00Rep Sereu lry YES N9 0.68 Hv2(Tq OAS 11 We We
BCDL 10.D Cade fl2C2(11DI2P000] (Mtlla) igE�:�Z411, RT'30%
{ LUMBER. BRACING-
' TOP CHORD 2x4SPDSS TOP CHORD Shoddier stood sheaehi udII1 as2x4SP4P
-oa
BOTCHORD 2x85P FlO3'SP pt'DSS and rcdce..
WEBS 2x45 ,Q1YPf�y. V
P,¢1 tBOT CHDRD Shuduralwmd ahesM1s
'n aN� �® ng
2-15 : DSS
RFACTMS. (We-) 18=802/¢SB (ms.¢151.11H535YS50yix¢151
Mm Had,18--50(LC 16)
Max UPIM18=-256(LC 8),11--256(LG 9) V�
FORCES. (W)�Max.CanplMex.Ten.-Nlaroe 250(Ib)Mku exaplWpnNwn. �
TOPCHORD 2-18=51]271,2-19--1814059,}1P-1954L165,3A--32B1B18,L31M3305B20,
b5--38]BPo98,58-a913�]19,¢]-3951/]1B.]-21=�28SEM,¢21=3ID&940,
¢22=1853gT0,¢22:1981(484,¢1151528]
BOT CHORD 151]=31M/1935,1516.59313385,1615-0183912.13-10=4850300,
417—MI11749
NEaS 2-1]-3911P48}1]�3.414],SiB=R912]5,4-t6=DHn,8-l3-23IIY]iD
515-13597],614=108050.T-iP124096,T-13n3]0023.&1(t 239/1ZIe,
¢1 z-s3vuz.atz=3lansD
NOTES
1)Unbalanced rad INe Inde haw been coastal for Me dnlgn.
2)W1nd'.ASCE P1D;Vu11=l3 0(&mc d god)Vaal-101mp11;TODL=4.2pd;BCDL�Wd:h-20N;C&.II;ExP B;End..GCpi=0.18;
MWFRS(envabpe)gable end xone and C-C EAerio(2)-2-0001-0,lnlenor(1)1L W9 ,Ex1erW(2)S-M W 124L0,Idadhdl)
1F2-151.2}0-0zone,ec To,members and kmee B MNFRS her reactions shol Water COL-1 W pkM grip DOL=160 a $EPF]
3)Prea adequde drainage to prevent eater Passing. �O JQ .• �F Iii
q This buss has been designed far a loo pdboaan dtwd uvelaa]mmmirmnsnl with any Whet ova ked.. ��, �• -\GENS4,
sj•Tnla was has been designed loralirc be]azo.apdm Ne Edbm dloN in ell.rtas wTxeeredapgle 3£-01sII by 2-0-0MMe eiu `��Pl \' ••61
Mbeeesn the Eggom chord an dem dha.member.. �Q'� ND g qgq • �
8j BeMrg4).14(.)10,llmnmdE p IWWgmMvalueusgANSIRPI1engkbgraintamuW. Sulking designer shook vmly +
cepadly d beann9 sold. ��
])Pmvke meshanrwl oonneobad MY.Mars)of"as W Eeamg Plate sepsbk dwYhdandhp 256 W upbh Maid 10 eM 2:fi lb opal&
Jose 11 j20
8)'sem"id Mohdrears lrroluding heeWhIann ramro-hy modelrea.used W6le hadysiz end d"ndlhlshow. -9 , STATE O ��
LOAD CAti SeandaN !R
',,0�'iSspNA �NO\
' L ,
May 6,2015
m6 a ""heib" pvp„ ro 1...oa�ow�tmpl
�� •rea•w w® te.,M...M..�.�.NY � wa• wm � n� iwwga ]r'
uvnw+e m..o i�iwwsgiwwnp.ue run a.>maw,mm.e�men....Y1n...pmimzw,v,.w..wnmu�umwoi. it
JCO TUM Tw Type pry Ply Mhewa Ruanu
INdENe-grad NCE G JaN a 1 MS]tl0
jus
PeBN eeuN Fan. Pooar.Mitii] Ibed. .11.1a,I. o.Inc.VM MCYaa ti.bus Far,
I0_CpINCIPRyRV/�OjePSVMIeK-2MT5511101XugBpLBEXOpp]Nn]&Y,yeyyUlN/rJDPR
Ses. 1:106
0 13 m II
2
1 1
M
6
144 12
6mll
I
LWDINOIfNO SPACINS HPO CSI. pEFL M lisp) bad w PLATES ORP
TCLL 20.0 PMie Gnp COL 1X5 TC 0.1I VeNLL) 0.00 5 .We 360 MT2TI 2441190
TCOL ].0 WmOa DOL 1.25 BC 0.D2 Vell(R) 0.00 5 .W9 240
BCLL 0.0^ Rap Straslmr YES m 000 HagTL) 4.W 3 Na Ma
BCDL 10.0 Code FRC2010TPI200] (Mabe) ""h1:6P FT=206
LUMBER
BRACING-
TOP CHORD 2xI SP MSO TOP CHORD Swdural wood anedgkil&.11 applied or lop.porno,
BOT DHDRD &ISP 4430 end venlcals.
WEBS 2116P M 30 BOTDHORD SWdural woad aneaN'ng dirtgly api,Med or 6- m 416
�\
RFACTIoxs. sails, l s#950.50 (min.o-i-81.a-1 SPkManiul.9�]OdeManlul ��® �����
Mml Hors 5=IZILc 6)
Mea Up -29]ILC 1)."LC
1),3-9]IL) 11 �.0O�
Moa Grey S-177(L 1),,N19(-01), 69C8) v
FORCES. (Ib)-MaF.CanRMM.Tm.-Rll fwwe250(Ib)wbu eimlHwnm snom. N - `�/ ``
TOP CHORD 25=263/!58
NDTES \(�
1)Wlad:ASCE]-10:W8=1300ren(3-amald lug)Vatl•t0lmph:TCDL-J2psf:BCOL=6.Opd',n•2IM;CM.II;Exp B.End.,GCPi 18;
MMRS(anvelal:el gank end zme and C-C Egenw(2)z ,C-C Ia Marrege and lases B MMRS br reser an..W. \ O •/
DOL-180 pile gnu DOL=160
2)Tbihi here been designed for a IDD W bobbin Mord live bad amconcurr wM any oMx IW Pada.
3)-Tn4Wss nab been designed for a lw Pad d MMpAmine W.Mud infill veaa enter a rectangle 1 all by 240 wide. �•" W
Me bonen Mad and any toner Members J
Il Refer to gimegs)to Fuss P Muss mnlreduna. O,P
5)BeWn Mjoint(s)Sc sidemparalkltogminvaUeu�MANSMilangPPgran Plmula. Bulldingdeayw FImldwNy Papa \i
of benb9 sunett.
6)Provide,neManieal Cmnedicn(by oMels)of Fuse to bearng pile capable 0wdradandng 177 be upat d Jose 5,19 6 ugM at print4
MIe ,ng uplMMjam a, lysis and design muse wee. �p4��p$EPHOI�A�i
7)and 97igP IM 4 joint
ntludirvy heels^Membtt end PoXy.Merl waa ueed'n Me ane
LOAD"SE(S) SMndard `,P \GENS'�.\•�T�G
�9n;• A E O .�
wiryMay 6,2015
A—".„vaerry - I' vnvwMnsr FM a w.i i� i�a� 1 Owbioll't
T_ bar
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eRPemeM.Reauan�rMwiaV.ui,Ilvl.amW Wnanb>.�wLLwrlbmePaNaa'nenarniun Pom LLc
JCO Tnp TwsTyp CRY ft xyees Reutnu
molavn_IIEsoENce sls .w4ipn ad.
TeBiI BONnfaL 0.per,60]I]II 1e 1bps Ctl fanl MnetlMiaMa.Irc.YRl tYykiiw.533ae em,
IO:WYK'IPggRWg_QnpSYlvJell)-121TIgJeUbNILbOnYd-4dM'%RPGH1CQPEIYSLIIW
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LOADING(pa/) SPACING- 2(L0 CSI, DEFL In (be) Wed LM RATES GRP
ma 20.0 Paid,Grip DM 11 M 0.14 Val(LL) 0.02 4d MBe 380 wn 2 hW
TCDL 7.0 wnba DOL 1.2S W 0.12 Verkn) 4105 sa X99 20
ECLL 0.0• Rep Strew lv YES M O.W Had(R7 0.W S Na Na
` BCM 10.0 Coda FRC20f(0IfP1200) liable) Ml Wnw FT•20%
LUIN ER. BRACING-
TOPCHORD a45PMW TOP CHORD SWMni woos mdalhbg din i,applied or Paan
BOT CHORD a45PMW end venial.
KEBS 2r4GPM30 BOT CHORD SOucWnlx s11e0111 anally mMddJ or 600 oc
REACTIONS. (Ib a
Mak HxHe 5=319pfie (ran.0.1-01.}-108aMtlknb1,446IMamnidal OA �,S
zS-6(LCe) ` �k
Mak Up1m5=132(LC B), (LC 12)
Max Gnv 5-a19(1-(t 1),3`106OS(LC 1).4=6)(LC 3)
FORCES. (Ih)-Mall.Canp/MM.Ten.-MroICBs 250(b)aleea adapt Mitt sM1om. (�(]s` (�
TOP CHORD 2-5-282/219 txN
NOTES- O
I Whd:ASCE 7-10;Vu5=l0 M(SMwnd guar)Vasa=101reph;TCM={2ps4 BCDL�Mppa,h•2W;CM.II;ftp B;End.,GCP 8;
AVI(envebpe)gme end dare and C Ekleriw(3)-2-GO to 10 ,MM dq1)180 b F114 zane:C-C Mnaara nand fo &
MNfRS IM reaullal].h.;LumW DOL=160 plank Shp DOL-I.W
2)This"SS leas been de5gwa tor a 100 pet bottan tllad k✓eba]wrlwnplrrplt wNl my other lNe Was,
3)•This the
bamdheanenfany Mywtld2rl.Cpsl on the Ndan Mad in allmwaxTaea rectangle 3-BO bll by2-0O wbewill � �.a
rnxlwwmm�s)Jor vas an
wonky mnnhers.
4)RefengMperls)ror Wwlo Mmial Wectlana. �
5)b M nnn9 jiRa(�)5 wnskers anikl ro gnn value using FNSYIPI 1 angle to grain/arsule. Buildng tlesgna sM1wM verify cyyCily
6)Pmde meManialccnnedMn(hY ONae)ol trues to bwmg pine datable IN wimending 132 lb uplift al jinn 5 and)0lb upMAJoint \1 , SpgIF
g M pais andawpnramiehvaa. Po�pSEP �Faei
"Semitigb pilMpeaka Including M1ttli Membx end nMel was used!In me arra y
LOAD CASE(s) Stand. p�P?... ...VS�`�')fi
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