19 APPLETON ST - BUILDING JACKET ` The Cmnmumvealtli of Massachusetts Cf'tY UF
� ,1 a�. Board of Building Regulations and Standards SALE�I
,
1�� ',� . �(assachusetts 5tate Building Code;730 Cb[R
i � I Ravis2d Mar 201!
\ Buildiug Permit Application To Conshuct, Repair, Renovate Or Demolish a
One-or Ttivv-Fnmily lhvelling
'Cliis SectiofiFor�fficial Usa Onl
Building Permit Numbei: . � Date Ap e "' `, �
t :. , �- .:, � ' < ;_ � 3
Building Official(Print Nama) , Signatiirs; .. Datc
SECTION L•S[TEIYFORb
L l Property AJ�ir ss: 42 Assesson Map g Parcel Numbero �
%� ���2 7 zs+/ $ r--
l.l a [s this an acceptzd street7 yes_ no Map Number Parcel Number
1.3 Zuninglnformation: l.4 PropertyDimensions:
Zoning District Praposed Use Lot Area(sq R) Frontage(ft)
1.5 Uuilding Setbncke(ft)
Front Yord Side Yarda Rear Yud
Required Provided Required . Provided Raquired Provided '
1.6 Water Supply: (�1.G.L c.40,§54) !.7 Flaad Zone Informution: l.8 Sewage Disposal System:
Public❑ Private O Zone: _ Outside Flood 2one7 N�unicipal O On site disposal system ❑
Check if es0
• S�CT[ONZ:. PROPERTB'OWNERSFIIP�' `.:.'
t.1 Owner�af Record:
<Tf9J•'/�.� � G�t�:ki�1' � i y`!�!"L/Z�or' �' i J'��2� r� it�,
Name(Print) City, tate,ZIP
/ -�`s /�/�/�f/2?r�.v �f"'% -rj�S'I9-9ov6 �a • Gdi�lriN' �.vaccoy
No.and Street Telephone Email Address
SECT[ON 3: DESCR[PTIOIY OE PROPO5ED WORK''(check all that upply) ,
New Construction Existing Building❑ Owner•Occupied ❑ Repairs(s) � Akeration(s) 0 Addition ❑
Dzmolitiun AccessoryBldg. O Num6erofUnits Other ❑.Specity:
F3rief Description uf Proposed Work3: ,��e t v o A i �/�✓S 'ot '
ST/t/"i � �/2�'!!.lSiZ �'v�s' 7-/LU�fiicn� G � /6 �.x /� �
� S7'.fh'� ,(�C( (c0/N4 . .
SECTIOiF�: ESTI�LaTEDCONSTRUCTIONCOSTS�
Estimated Costs:
ftem OfHcinl Use Only-..,
Labor and�fatcrials
L BuiWing $ 1� �jp�. „� �•.Buildiag PermitFee:S "' Cndicdte How fee is dctermined:
�. Elcctricd g QStandacd..CityCCuwnApplicationFee."
q'CotafPiojectCast�.(Itertt.6):cmultiplier e
3. Plumbin; i �. pther Fee4: $ �� �5?
L ,\lachanic;il (IIV.\C) i Li;tc •
i. Jfach:mical (firo �
5n� rcssiun) _ l'otal :Ut Fces:.S
— - Check�fo. Cheek�\urount C;isli :\mouuC
n lbt:ll PI'n'cCf ('u.it: $ -- --
I � !7 I'aid in Fnll ❑ Outst:indin� 13:il:�nc� Uua: ---- - -
_ - - ---- --- --- -- --- ---- _
_.. .— - - . -
1
- src�rto�v s: co:vsrizucrio�sH;tcvicF:s
S.l Cunstruction Supervi�or Liccuse(CSL) -
Lianst Numbcr Gspir:ttiun D.ite
Nama ofCSL I lutdcr e xz btluw
List l'SL'Typ (." )
Nu. and Streat rYPC Descriptiun
U Unrestrictcd Ouildin s u to 33.OU0 cu. tt.
R Rcscricted t5e2 F;unil Dwcllin
CiryiPu�vn,Smtt,GIP �l \lasonr
� . � RC Rootin Cuverin
� WS� � �Vindow�md Sidin�
. � SF Sulid Fu�l Flurning Appliuncus
f Insulatiun
fcla huna Emait uddross D Dcmolition
5.2 RegistereJ Home ImprovementContracror(H[C)
HtC Ragistration Number Espiratiun Date
I IIC Cumpany Nume ur FlIC Registrnnt Nmne
No.and Stroat Email addrcss
Ci /Tuwn,State 'LIP Tale hune
SECTION 6: WORKERS'COMPEYSA'C[OlY IIYSURr\NCE AFF[DAVIT(M.G.L.c. 152.§ ZSC(6))
Workers Compensation Insurance affidavit must ba completed and submitted with this application. Failure to provida
this affidavit will result in the denial of the [ssuanca of the building pertnit.
S igned Affidavit Attached? Yes ..........❑ No...........❑
SECTION 7a: O�VNER AUTHORIZATION TO BE CON[PLETED WHEN
OWNER'3 AGENT OR CONTRACTOR APPLIES FOR BNLDING PERI�[IT
(, as Owner of the subjzct propzrry,hereby authorize ��G� � �
to act on my behalf, in ull matrers relative to work aut ar�zed by this building permit application.
...�/.��12J /�f f.i/!G K i,✓) y�� _ � /
� Print Uwner's Name(Elactronic Signawre) � ����
S6CT[ON 7b: UW VER� OR AUTE[ORIZED:\GENf OECL:\R.•�T[OM
Eiy entering my name balow, [ hereby attest under the pains and penalties of pery'ury that all uf the informatiun
cuntained in this�pplication is true and accuraro to th�best of my knowlzdge and underst�nding.
Print Ownar's ur Authurited:\gent's N;mim(Gleetronic Signa[uro) — — Datt
NOTES:
I. :\n Uwner whu ubtains�builJing permit ro do his/her uwn work,ur;m uwner whu hires an unregistarzd cuntracror
(nut r,i�tared in the Home fmprovement Cuntracror(H[C) Program),will �rnt hnve accuss ro ihn:icbitr�tiun
progr:un ur guaranty timd undcr��LG.L. c. Id2A. Uthar important informatiun un the FI[C Program can ba tuund at
���v�v m:u:.c��v%ora Informatiun on tha Construction Supervisor Liccnse can be found at�4ww.ma,,.��u�dL
3. �Vhzn substantial �vurk is planned,provi�a the inFormation baluw:
Total flour;irc;t(,y. ft.) ----- _(inclu�ing gar,tga. tinishad h:�semenV;ittics,decks ur punh)
tiru,; IivinS:uca(;y. tt.l ._ fG�bitibl�room euunt _
�umber of tirrpL�cc�_--------- Vumbtr ut bcdrn�nns -----------------
Vuutl�xufb,idir��um: `lumhcrofhalUb:vhs ---------
----------
--
�t'�1tl�l� fid.11llll� iYi1C111 ._ __""___ `�Ilitl�)Cf��������.i���Ofi�1C4
'__'_-"_"'_ __--___
_.
'�� I\pe��tconlin� ;y:�em f{nclo:ed (lpen
-- -- - _---
� ----------
------ -----------
� � I. "I',il.d I'n�j��:t 5y�i.ira Pn,�Li•,a" iii.�y hc sub;tinit:�l t;�r..l'��t.il I'rnjdd C'�r,t"
CI�rr O� 5.�1.E.tit
PUBtIC PROPERTY
DEp.{x�nc�vr
u�uuasr a�etaYl
Vnror
I b 7aYrM(,Z[yi1,l�V�T� lAL�y.�(,�aO�t stTt7 01 f'0
rta.ranf�s� .r.,.r.��,o�w
HO�NEOWYER LICE.VS� E,�CT,1�1pTip�V
P�ew ht,t
Datr .?/ / 3
lob Laesdos /9 �9/�/�L r �a� ,r�
1'�O��1Y�/��'!i/ /� �/Z T-cv✓ J' � '�
Hom�Ow�o�Telep6oa� �.�
Press,t Mailia�Ad�sar f/Z a>y 1'r— svLa•n ..a- , a
Ib�curreat atempdoo of"Homeownen"w� a�c�ded to inelud�aw�oar-0eeupied
dwallln�othvo Udb a tw�ad ta allow�ieb ho���� ����m ��� for
hin w6o doa aot you�a IkmM D���d that th�ow�aar utt ar�up�visor.
DEFIIYITTON O!H011�OWNE1t
Panon(�) w6e o�vn�a paeed otlaod os whfeb ad�rerlda a�tatandr w rald� oa
whleb�hms i� a ia inteaded to b�,a oa ar two Q�mihr da,e�� �h���had
�tru�tura sceeaaory to �uch u�and/a farm oonienu+ea A peraos who eomwcb moro
chas on�home ia e two yeae pario�shalD noP�eonaidaed a 6omeownar 9ucb
„f wmaownd'�h+ll rubmit to � euitdin�00'kial,on a forrn uesprab(�w �euitdin�
Otlfefal, �hat Adah� b�reaponiibl�Cor�ll nuh wort parlormed undar th� BWIdln�
Pmnit
Th�undmi�ned ,.hameownd'a�auma re�pOna�bility forcomplianc�witb �h�Stat�
Buildin�Cod� ud orha �pplteabit by�lawt u�d n;ulatlon�
Ths undeni�ed "hamaowne�'cenifta �h�t hd�h�undmtandi th�Ciry of S�lerrt
Buiidin� Dryartment minimum inrpecrion prveedura �nd«quiremrnt� and thu hd�hs
.�ill comply witlt �aid procodura y�d iremmtt
H41�fE05VYEA9 SfG:JA T(,'RB �
.i
.IPPROVAt OF 9UJLDIVG PEC70R --''�`���
/
See o�ha �ide For srue coJt �"—" -"-
s� - --� �-.,_�._ �.�. . � �-� -,•e.d.....,. �...,..�...�,....w,m-m...�.,K._._.� - �.°�..°�- �
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� 7: . . . . 4,: h . . . ' .
� CITY OF S.�tii, l�L'�SS.3CHUSETTS
� BtiILDL�IG DEP iR'C�IE+�iT
� � •' t30 WASH¢VGTON STREET,3"tl F1.00R
� �� . T�. (978}'745-9595
F.1.!c(978)7�10-2846
KI\BERLEY DRISCOLY. TriOANS S7.PiERRB
�YOR . pi��OA OF PCHLIC PROPERl`Y/HCIIDL�IG CO�L�QSSfONER
Workers' Compensation insurance Aftidavit; BuiIders/Gontractors/Eleetricians/Pi,nmbers
a�n��cant informallon Ptcase Print Le¢lbiv
V8I71C(Uusint�(JrS.7nizntioNin�lividu0l): ✓�� -�' (� � � �/C �� /N.�� . .�f'/_ � � �m
Address: �/Ci /�P� /L �G� S' % � .
City/StatetZip: S'�C /Z� d�'ll� . /", /9 `�o Phone t{: �/ �/� �'f�l" �l/ `/� i °.
Arc ynu an emptoyer?Check the apprupdate box: Type nf proJect(requlred):
I.0 [am a cmptoya with ^ 4. � 1 am a gencral contractor and 1 6. [�'New constiuc[ion
employed(fup anNor.part-time).' have hiccd the sulx:onaactors
listed on tlia auacked shaet• 7: ❑2emodeling
2.� 1 am a sole propric[or ur partnnr-' -
� � ship and havn no cmployeey � 'lliese subcontractors have ��� S. QRlen{olitioq�; �
working:for me in rny capacity.; workers'comp msurance: '" 9, �Duitding adilition
. ,(No workcn'comp..insurance ' S. 0 We ace a�corporanon and its,,- � .� �0.{]Electrical rzpairs oi addicions �
� �� rcquired.]�, _ � ..� . . . officen 6ave zxercised tlieir �. . ..� ,_ . . . �
� ��3.�'ram a homeowncr doing all work right of exemptiun per MGC �'�.11.�Pluinbing rcpnirs or udilitions , .
myxlf.[No workeis'comp. c. 152,§1(4j,and we have rio t2.0 Roof cepaira '
";insuranc�required:]? �mptoy�es.[Nowor�era' t3.�Other �
comp,inwiance requucd.) Y
.��nny�ppitq�m ihaz ch�ke bos BI muct aiw��fill aw ihe xciiaa bclow showing d�eir wmken'.compenwion�wli�y mfom�adon. .. . � � � � ' . . �
w
�..r 14imeuwnen who iu6mit Ihis alildnvN indipting ihey am dainy all work a+d thea Aifo uukide�eontmctas m�ut suhmG a.nexr.aRtJavil indiwling.wch
� - ' � =Gumracwn�hntch�akthiaboxmuetafluhedana,LliuunleMxtxhoWiny�hc.nyneofth¢�ub�.v,otncbnand�iheir'warlcen'�comp:pidicyirtfomution:. '.
� � /um umemployer that ts provlding�vorkers'compensadan Lnurance fnr ray emplayerx�� Be(ow Is the poflcy and Job s(le � �
fllfUfOlUI%011.-. �'.: . . .' . -...�. _,.aJ va_ ..� ... .1. . . ,�^-...> �'. <. _ ..:. �,.� - . ... _ .. _ . . ::
fnwrsnce Cumpany Name: � � . � - . `
. . . � , ' . _ . .
� Policy It ur Srlf-im.Lic.H: F�cpirafion Date: ��.
tob Si�e Address:' Ciry/Scdtp/Zip:-
.�ttacha copy of tha i�orkers'campensatlou poilcy declaratiqn ppge(showing the pollcy numbor and exptrallon date}
Fuilure lo si:curC covernge as required unJer$ection 25A�f 41GL c. 152 c3n lead to IHe imposition of criminal penaltiea of a �
tine up to S I,500.00 anJ/or one-year imprisonmen4 as wclPas civit prpalfies in thn fo�cn u!u SFOP W02K ORDER and e Fine
of up ro 5250.00 a Juy�gainst the violaror. l3e adviw:d thnt a copy uC this statcment may bt:forwarded m Ihe OFPce of �'��-. ��.
invesiigotiuiu�ol't6eDtA�forinsurancecovamgeveriFicaliun. � � �
- /da Gerrby rrnljy mrder�he pylns and penalNes ojprrjwry Aat fhe bijormulJon providqJ ubove is�rue uud correeL'.���
c . �jl.� ���� Da[o ..,h / /��� .
P ii �. `� � G . �p 3 - .
. O�riu!use wdy. Do rtof wiite ie r/ii.r urro�(o b[cuntpleled by,ctry o[lown nff7tlaL �. . .
City or Tuwn: Prrmit/[.Icenye#
I.:uing Aulhority(circle onej: �
i. Uu•rrd uC lie•rlfh 2.Ouild(ng Departmenl 3.City/fown Cterk J. Eleetrleal6�spector S. Plumbing[nspeetor
6.Oiher __.__
� . Cunlact Pcrson: �_. _ _ Phonc#: ,
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...___.....__�.._..�.�_.�.,_...____.__ �_ ..._._.
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�
p�iiinca/CONTRACTOR RESPONSIBILITIES DESIGN LOADING DRAWING INDEX
� TH6 SfRUCNRE IS OESIGNED UiILIZING-ME LOADS
Draw'na ValiEitv - These drowings, supporting structural calculations and design certification are based on the Shoo Pr'meE Steel - AII structural members of the Aletol Building System not fobricated ot corrosion resistant MOIGTED ANO MPllm A5 REOUIRE� BY: ��E ' P�GE oESCxIPTioN
order documents as of the date ot these drawings. These Oocuments describe the material supD��ed by the material or protecteE by a carrosion resistant coating are pa�nted with one coat of shop primer meetin9 the MABC �9
manutacturer as o! the date �of Mese drowings. My changes to the arder Eocuments aiter the date on these pertormance requirements of SSPC Paint Spe<ificotion No. 75. NI surfaces to receive shop primer ore cleaneE of A C1 CovFR SHEEf
drawings may void these drawings, supDorting structural calculations and design certification. The loose rust, laase mill s<ole and other toreign matter by using, as a minimum, the henE tool cleanin9 method PIE Bl11LDER IS TO CONFlRM TIUT 1H6E LWOS COMPLY
Builder/Contractor is respansible tor notifying the buiidinq outhority of all changes to the.order Eocuments which SSPC-SP2 (Steel Structures Pointing Council) prior to painting. The coat of shop primer is intended to protect the � TME RE�UIftElAflI15 OF iHE LOGL BUILOING DEPNiTMENT. A F1 eNCHoa BO�T Pury
result in changes to the drawings, suODa��ng structural calculations and design certitication. steel framing (or onty a short period of exposure to ordinary atmospheric conditions. Shop Pnmed steel storeE in ��ME / ROOf DEAD LOAD A F2 u+CHOR Bo�T RE�cnoHS
the field pending erection should be kept free ot the ground and so positioned as to minimize water-holding �pEqiuPoSm 2.490 PSF
Bulder Acceotance af Drawina=_ - Approval of the monufocturer's drawings and Eesign data offirms that the pockets, dust, mud anE other contamination of the pnmer film. Repairs of damage to primed surfaces ond/or A F3 u+cMOR Bo�T DEfutS
manufacturer has cortectly interpreted and applied the requirements of the orEer Oocuments an0 constitutes removal ot foreign material Eue to impraper tield storage or site conEitions are not the responsibility of the COLL�nEa�� (uGMs) 0.5 P5F
Builder/Contrador acceptence of the monufocturer's interpretations o! the order dacuments and stonEard product manufocturec The Manufocturer is not respansible for deteriaration of the shop coot of primer or corrosion that � q E1 Rooi FR�wirvG Pury �
specifications, including its design, tabrication ond quality criterio standards and tolerances. (AISC code of moy result from expasure to atmasphenc and environmental conditians, nor the compatibility of the pnmer to any FRAUE / ROOf lNE LOAO 45.5/45.50 PSF
standard proctice Sept 86 Section 4.2.7) (Mar 05 Section 4.4.1) ' field applied coating. Minor abrosions to the shop coct (includin9. 9alvonizing) caused by handling, loading, shipping A F2 FROM 9DEWul
unloading anG erection after painting or galvanizing ore unavoidable. Tou<h-up of these minor abrasians is the �
� fode Offc'al Aooroval - It is the responsihility of the Builder/Controctor to ensure thot oll project plans and responsihility of the End Customer (MBMA O6 IV 4.2.4) SNOW LOAO A E3 B�cN SiDexul
s eci(icatians compl with the a ICable re uirements of an avemin buildin outhorit The Builder Contractor GROUN� SNOw 10A0 (Pg) 65.00O�SF � E4 lEii ENUWu1
� P Y PP� q Y 9 9 9 Y' � PROJECT NOTES
is responsi6le for securing oll required approvals and permits trom the appropriote ogency as required. , 5now �onD iMPorsru+cE FncrOe (ia) 1.0000
Material properties o( steel bar, plote, and sheet used in the fabrication of built-up structural framing members N,T ROOF $NOW LO�D (PI) 45.5 P5F A ES RwHi EnUwal
g�'ide�.s re=_ ons'ble for State Federal anE OSHA =_atetv comoliance - The Builder/Contractor is responsible for contortn to ASTM A529. ASTM A572, A57M A1011 55, or ASTM A1011 HSL15 with a minimum yield point of 50 p E6 PRNIE CRO� SECIWN
npF:ying and abserving all pertinent safety rules and requlations and OSHA standards as applicable. ksi. Materiol properties of hot ralled structural shapes.:contortn to ASTM A992, ASTM A529, or ASTM A572 with SNOW IXPoSURE FACfOR (Ce) 1.0
� a minimum specified yielE point ot 50 ksi. >Hot rolled angles, dr other than flange braces, conform to ASTM 36 TMER�.u� S�CfoR (cp 1.00 �` DEn-3 Sfu+MaD oEw�S
Buildim Erection - The Builder/Contractor is responsible for all erection o! the steel and associated work in minimum. Hollaw structurol shaped mnfartn to ASiM A500 gmde b, minimum yield potnt is 42 ksi for round �
camplionce with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, H55 and 46 ksi for rectangular HSS. A�aterial properties of cold form light gage steel members confortn ta the � �
bror.es. folse work or other elements reQuired for erection will be tletertnined, fumisheE and installed by the requirements of A4TA A1011 SS Grode 55 or ASTM A7071 HSLAS Class 1 Grode 55, with a minimum yield point WIND LOAD �
erectoc (AISC Code o( Standard Practice Sept 86 Section �.9.1) (Mar 05 Section 7.10.3) of 55 ksi. � fl�SiC vnND SPEEo 110 MPH �
Oiscrepancies - Where dis<reponcies ezist between the Metal Building plans and plans for other trodes, the Metal NI boH jaints with A325 Type 1 bolts are speciTied as snug-tightened joinis, unless noted otherwise, in .wiND IMPONUNCE FeciaH Qr) 1.00
Building plans will govern. (NSC CoEe ot Standar0 Pra<ti<e Sept 86 Section 3.3) (Mar OS Section 3.3) acwrdance with the "Specification for Structurol Joints using ASiM A325 or A490 bolts, June 30, 2004'. WIND IXaoSu�+E GTEGOHY B � .
� ' � Pretensioning methods,�inclu0ing tum-of-nut on0 calibmte0 wrench are.not required unless noted ofhElwise. tOPOGRAPHIGI FACTOR � ��� �
Mater'ais bv Others - All inteAace and compatibility ot any moterials �not fumisheE by the manufacturer are the �
responsibility of and to be coordinated 6y the Builder/Contractor or A/E £rm. Unless specitic design criterio The mawtacturer daes not assume any respansibility for the erection nor field supervision ot the structure and ��� pRESSURE COEFFlCIEHr (GCpi) 0.18/-o.te DRAWING STATUS
conceming any interface between materials if turnished as a part of the order documents, the manufacturers or any special inspections (including inspection of the high strength bolts ar field welds) as required during �
a.�.sumptions will govem. � erection. The coordination and the costs associoteE !or setting up and Special Inspections are the responsibility 2oHE 4, cOMPaNEM YnND LaD 5 �aF'f° � FOR APPROVAL �
0( the Erectoq Owneq Afchif<ct, Or Enginee� of Reca�d. � 19.905 PSF PRESSUPE-21.564 PSF SUC110N THESE ORAWINGS, BONG FOR APPROVPL, ARE 8Y
Gorrection of Errors - Narmal erectian opemtions include the correction of minor misfits by moderate amounts
of reaming, chipping, welding or cutting and the drawing of elements into line through the use ot driR pins � Design is based upan the mara severe loading af either the roo! snow load or the roof live load. � ZorvE 5, CouPONEr+r wiHo �wo < tafT' DEFlNmON NOT fIw1L, M10 ARE FOR CONCEPTUAL
E��ars which cannOt be CORected 6y the faregoing means o� which require maja� changes in the membe� - 19.905 PSF PiESSURE-26.490 � SUCiION REPRESEMATION ONLY. THEIft PURPOSE IS TO
canfiguratian should be reporte0 immediotely to the owner and fabricator by the erectar, to enable whaever is Loods. as note0, are given within order documents ond ore applied in general accordance with the applicoble CONFlRM PROPER iNTERPREfAPON OF THE PRaECT
responsible either to correct the error or to opprove the most efficient and econamical method of correction to provisions of the model code and or specification indicated. Neither the monufocture nor the certif in en ineer DOCUMEMS. ONLY DRAWINCS ISSUEo
� Y 9 9 ZONES PER ASCE l-O5: FlG. 8-11A (FOR IBC O6/09 845E CODE) 7pR ERECTOR INSrALLATION' CPN BE CONSIOERE�
be used by others. (AISC Code of Standard Practice Sept 86 Section 7.12)(Mar OS Section 7.14) dedares ar altests that the loads as designated are proper for the local provisions that may appty or for site ZpqES PER �SCE ]-9B; FlG. 6-5� (FOfl iec o3 a�SE coDE)
� sDe<ific porameters. The monufo<turer's Engineer's certification is limited ta design loads supplied by an !s COMPLETE.
Moditication of the Metal Buildina from Plans - The Metal Building supplied by the manufacturer has Architect and/or engineer of record for the overall construction project. pAIN INTENSITY
been designed according to the Building Cade and spe<ifications and the loads shawn on this drawing.
Moditicatian o( the building configuration, such as removing woll ponels or broces, irom that shown on these 5-uiHurE ouw,noH, 5-vE�R X FOR CONSTRUCTION PERMIT
This project is designed using manufocture's standard serviceobility standards. Generally this means that all RECURREncE (�1) 5.0000 IN/HOUR
plans coulE attect the structural integrity ot the building. The Aietal BuilEing Monufacturer or o Licensed stresses and Eeflections ore within typical erformance limiis for normol occu anc and standard metal buildin THESE DRAWINGS. BEING FOR PERMR, ARE BY
P P Y 9 5-WINUIE DUMTION, 25-YEAR
Structural Engineer s�ould be consulted priar to making any changes to the building configuration shown on products. If special requirements for deflections and vibrotions must be adhered to, then they must be clearly REWRRENCE (i2) 7.Ooo0 IN/HOUR DEFlnmON NOT FlNAL ONLY DRnvnHGS i55uE�
these drowinqs. The Metal Building Manufacturer wiil assume no respansibility far any loads applied to the stated in the contract documents. ' 'FOR ERECTOR iHSinLunoN' GN BE CONSiDERED
building not indicoteC on these Erawings. SEISUIC LOAD - hS COMPLEfE
Safetv Commitment - The Metal Building Manu(acturer hos o commitment to manufacture quality building %-brocing (it applicoble) is to be instolled to a taut contlition with all slack removetl. Do not tighten beyond p��pu��r GiEGORI II - Normal
this slate.
components that can be safely erected. However, the satety commitment and job site proctices of the ¢�CctO/ . S�SIIIC IMPORfANCE FACfOR Q<) �.�
ore beyond the contral o( the building manutacturer. It is strongly recommended that safe working con0itions The design collateral load has been unitarmly applied to the design of the building. Hanging loads are to be p.zqp0 so. 02560 � ❑ FOR ERECTOR INSTALLATION
and accident prevention is the top priority of. any job site. Local, State and Federal safety and health aga�hed to the pudin web. This may nat be appropriate tor heaviy concentrated loads. Any attached load in 5' FlNAL oRAVnNGS FOR COHSRiUCTON.
standards, whether standard statutory or customory, should olwoys be (ollawed to help ensure worker satety. excess of 150 pounds shall be accounted for hy spe<ial design performed by a licensed engineer using si o.0730 so� O.n68
Make certain all employees know the safest and most produ<tive way to erect o building. Emergency procedures concenirated loads and may require separate support members within the roof system. y� ��5 p
should be knawn to all employees. Daily meetings highlighting satety procedures are also recommende0. The u3E . FOR �UESilONS OR ASSISTINCE
of hard� hats, rubber sole shoes for roof work, proper equipment for handling material, and safety nets where SEISNIC DESIGN GIECARr B corvCERNinG EaECnON Cu.L
applicable, are recommended. For purpases o( determining lift requirements, na bundles supplied by the � ' .
manufaGturer will exceed 4000 Ib3. Fo� furth¢� informOtiOn GISo reference th¢ bill of matenals fo� individual ,WpLY515 PftOCEDURC EpUNIJ.ENi IRERPL FOHCE 1 -954-281 —2041
member weights of other structural members. If additional infarmation is required contact the customer senice � '
department. TRqNS/ERSE LONGITUDINAL �ONMY - FRIOAY J:3Q4M TO S:OOPM
Founeetion Oesian - The Metal Building Manufacturer is nat responsible tar the design, moteriols and . B/sic rOaCE aE5i5nNG s'SrEw H X
workmanship of the foundation. Mchor rad plans prepared by the manufacturer are intenEed to show only RESPONSE MOdFlGPON C06FlCIENf(R) 3 3 ENGINEERING SEAL
bcation, diameter ond projection of the anchor roEs required to atlach tHe Metal Building System to the � .
foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for SYSIEM OVER-SR2FNCIH fAC�oR((ja) 3.p0oa � 3.0000
specifying rod embedment, beoring volues, tie rods and or other associated items embedded in the <on<rete � ' THIS CERTIFlGPON COVERS PARTS MnNUFACTUREO
foundati0n, a5 well as foundation d¢siyn (Ot thE IOOd3 imposeE by ihC Metal Building System, other imp09eE � S�SMIC RESPONSE COEFFICIENT(G) 0.085 0.085 �0 DELNERED BY THE MPNUFACTURER ONLY,
AND IXCLUDES PARTS SUCH AS DOORS, WINDOWS,
loads, anE the bearing capa<ity o! the soil and other conditions of the building site. (MBMA� O6 Sections 3.2.2 . - BI.DG DES�GN a�SE 9�Eui (v) 0_54 (k) 0.4fi (k) FOUNDATION OESIGN AND ERECTION OF THE BUIIDMG.
and M3)
� . . THE TRWSYERSE OIRECf10N IS PPRALLEL TO THE PoGID FRAMES THESE ORAWINGS ANO THE MEfAL Blll
pj,ssimilar IAaterials - Never ellow your roo! to come in contact with, or water runoff from, any dissimiiar met01 . � iHE LONCINOINPL DIflEt➢ON iS PERPEt�IDICUv�R TO 1HE RIGID FWWES TME1' RFPRESEM ARE THE PRODU F AN LIATE
including but not limited to: Capper and Arsenic Salts used in treated lumber, Calcium used in concrete, mortar OF NCI GROUP. INC. - 10943 N. HOUST
and :'��aut. 8V4C FORCE RESISIING MIEIA• PARKWAY W., HOUSTON, TX 7706 . THE PROFE IONPL
C4. S1FEL ORDINARY YOYENT FFNIE ENGINEER WHOSE SEAL APPEARS HEREON IS LOYED
� B4. SIEEL ORDINARY CONCENipIC 9Rntm FRVA6 � � ��`TE OF NCI GROUP MC. AND IS T THE
Debris Remeval - q�y (oreign debns such as sawdust, dirt, onimal Eroppings, etc. will cause corrosion o( the ENGINEER-Of-RECORD FOft TH OVERPLL PRQI CT.
roof, gutters, trim, etc. if left on buildin surtoces for o lan enou h time. The roof should be H. SiRUCNRFL SiFEL SY51EM5 NOT SPECIiICI�ILY
g g q periodically . ociaiID FOR S�SYIC RESISTANCE
inspecteE tor such conditions and if found, they should be remave0. - . ' C,�. RrvirsIFD PENWLUM s'SfENNS
. � GNi1LEVQ2ED COLUYN SYSfEE15 . �
. BUILDING SIZE: 16'-0" x 16'-0" x 10'-0" � � 1.0:72 `tHpp� . .
, � � ISSUE DATE � OESCRIPTION �' �'° �"' U S M ETAL B U I LD I N G S � �� ` `s
. A 5/1fi/7J PoR CONSTfiI1CTI0N PERIIIT T� CM . f �ERRY (. G
' 1182 EAST NEWPORT CENTER DRIVE o � iHERWp00.,tn. �^
� . DEERFIELD BEACH, FL 33442 7-954-281-2041 � � � Np,7�3; � a
� PROJECT: JAMES A WILI(INS III �"� �FG� �C F
- O SiE0. �,`�
� CUSfOAIER: OWNQt: � �
��ONAL �G
- LOCAION: $ALQ1, IAA 07970 .
Cl� DATE SCALE PHASE BUILDING ID � JOB NUMBER SHEEf NUMBQt ISSUE
Rev. 10/18/11 - 5/ifi/11 N.T.S. 1 n 14-8-10958 C1 A
l.
� - - ' � � O Dia= 5/8"
� � � 16'-0"OUi-TO-OUT OF STEEL 2 - � Dia= 3/4"
� 16,_��� . .
� � 14,_9�� � ��_3�� � .
� � � � L� 7 1/2" ��z�� .
�
° � E
�J A ° �
- ._. �
E D =
i
n �
i
� D
_ �
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i
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� L°7B `o_ � o
o C i . �
i
o � �
i o
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0
i a
�o x
�
I
I" C
o B
n _I
� � _
A
L°�A � � A
o —
� ' �� I 1 1/2�� � �i�Z��
�-i I'�
^ �y._y„ �._3„
�6,_��� '
STEEL LINE _ � p . - . .
112
FiN. F�ooR ANCHOR BOLT PLAN
N
�
� 'S5°E °"TE °ES`R'�°" � `"�° °5" US METAL BUILDINGS
� // A 5/16/17 FOR CONSTRUCTION PFRMR iY CM � OF I
�Q /� / 1182 EAST NEWPORT CENTER DRIVE �
� o �� DEERFIELD BEACH, FL 33442 �E � � Ym
z �
w�
Q -� . PR0.IECT: JAMES A WILKINS III �FATHECI�00.JR. _
�
a - CUSTOMER: - OWNER: V N0.35E7� -
LOGPON: S>LE�A. MA 01970 � � �
CONCRETE NOTCH DETAIL . CAD DAiE SCALE PWSE BUIIDING 10 JOB NUMBER SHEEf NOMBER ISSUE �rORFC�STER�G`��
� � 5/1fi/13 N.T.S. 1 a 14-8-10958 F� p �SS✓jNAI�
BUILDING BRl�CING REACTIONS ENDWALL CO�UMN: aucHoa eo��s � aase au�s . �E unes: z
3 Reactians (k) PaneLShear. Frtn Cal Mc.Eol� Base3late (in) Gmui Q Q �
-Wall - Cal -Wnd - -Seismic - Qb/k) pne. Line Oly Dio WdU Lenglh Thick (in) �- COLUMN 11NE
La Une tine Horz Vert Hoa �ed Wind $eis - - -- ---- �
- - - I E 2 O.fi25 7.000 8.000 0.250 OA �
LEW 1� �0 61 I C 2 O.fi25 7.000 8.000 0150 0.0 . �. .
F_S1Y A 45 43 .
R EW 2 Rigid Fmme At Endxall � A 2 0.625 7.000 8.000 0.250 0.0
. �9Y E 45 U� 2 B 2 0.625 3.500 8.000 0.2FA ' 0.0 - -
. ' Z 0 2 0.625 J.`./J�7 8.000 0.250 0.0
. . NOTES FOR REACTIONS - .
- BUIIDING RFAC710N5 PNE BPc� ON
� 7HE FOLLOYliNG BUINING MiA �
, ' WI�iH (Ff)) = i6 .
. • EAYE�HEiGNY Ff) = 10 / 10� H H
ft00F SLOPE se/12) = 1A:12/ 1.0:12 .
DFAD LOA� psf) = 2.19�
COLLAiERP1 LOA�(psf) = 0.5 --�V 'f V . .
. � FOOF 11VE LOPD (ps�) = 45.50 . . .
. . FFANE t1VE LOPD (ps�) = 45.5
' fl00F SNOW LOPD (psf) = A5.5 .
� GROUN� SNOW LOM (vs�) = us.000a - RIGID FRAME: u+ceoa so�rs t aase Pur�s .
. . - WINO SPEE� (MPH) - = 110� �
. , WINO COOE = M>BC 09 Frtn Cal Mc.Eolt Bau3lale (in) Gmut �
� . . CL�/OPEN - Claud �^e �^e Qh �ia �dth Length Thick (in)
� IMPOF�ANCE - WIND = 1.00 �
- IMPOFiANCE - SEISMIG = 7.00 2. E 4 0750 6.00� 10.50 0.775 0.0 .
� � � SOSMIC ZONE = B � A < �.7C�0 6.000 10.50 0.375 0-0 � .
� - - S�SMIG GOEff(Cs) = 0.384
� RIGID FRP,ME: H4SIC COLUMN RFACPONS (k J
'- . � Fmme Column -----Oead-----Colloteml- -----�'ve-------Snow---Wnd1ePo- -Wnd12ighl1- �
' ' AN�H�R B��T $UMMP,RY Line line Honz Ved Honz ved Honz ved Honz veM1 Horiz vert Honz Ved
� 2 E 0.0 0.4 0.0 0.0 0.5 3.1 - 0.5 3.i -0.6 -1.4 0.5 -0.4
� . 2 A 0.0 0.4 0.0 0.0 -0.5 3.1 -0.5 3.1 -4.5 -0.4 O.fi -1.4
Dio Proj
Oty Locate (in) Type (in) Fmme Calumn -Wnd Lek2- -WnqJiighi2- -Win��ong1- -Wn4Lang2- -Seismic_Lefl Seismic.RigM
. . - - - - Line Line Hanz VeR Honz Vert Honz Vert Honz Vert Nonz Ved Hanz Vvt
O 10 Endxall 5/8" FI554 2.00 Z E -0.0 -0.9 O.d 0.0 0.3 -1.1 0.1 -0.6 -0.1 -0.1 0.1 0.1
� 8 Fmme 7/4" FI554 2.50 Z A -0.7 0.0 0.8 -0.9 -0.3 -1.1 -0.1 -0.6 -0.7 0.1 0.1 -0.1
. Fmme Calumn LWIND112E- LWINDIJ22E- LWIN�212E lWIN02F2E
GENER,4� N07E$ � line Gne Horiz Ved Hariz Ved Honz Ved Hanz Ved
- P E 0.0 -0.3 0.0 -0.1 0.0 -03� 0.0 -0.7
2 A 0.0 -0.1 0.0 -0.3 0.0 -0.1 0.0 -03
I. THE RFACilONS PRONOED PRE BASED ON iHE ORDER DOCUMEMS
AT 7HE➢ME OF MWIING. PIJY CNANGES TO BUIL�ING LOA�S
. OR OIMENSIONS 1L4Y CNFNGE THE RFACTIONS. iHE REACIIONS ENDWALL COLUMN: 84SIC COLUAIN RFAC110N$ (k) �
WILL BE SUPERSmEO AN�VOIOED BY PNY NNRE Mhl1NG.
. - 2. REAC710NS PAE PROVI�EO AS UN-FACTORm FOR FACH LOPD� Wnd �nd Wnd �nd Wnd WiiM Wind �nE
GROOP APPIJE�TO iHE COWMN. iHE FOUNR4ilON ENGINEER Frm Cal �ead Callal L'rve Snae LeHI Rightl LeR2 Pogh@ Press Suct Longl Long2
� WILL PPPIY iHE PPPROPRWIE L�➢ FACTOFS AND COMBME 7HE Line line Vert Vert Verf Vert Vert Vert Ver[ Verl Horz Horz Vert VeA
RFAC➢ONS IN ACCORWJICE WIIH 1HE BUILDING CODE AN� 1 E 0.1 0.0 1.3 1.3 -d.fi -0.d -0.6 -0.3 0.0 0.0 -0.4 -03
. � � �ESIGN SPEQFlfA710N5 TO �ETERMINE BEARING PRESSURES 1 C 02 OA 3A 3.4 -12 -12 'L2 -L2 -0.5 O.fi -1.2 -0.7
AN� CONCREfE OESIGN. THE FACTORS APPIIE�i0 LOP➢ GROUPS 1 A 0.1 0.0 1.3 1.3 -0.3 -0.6 -O.S -0.6 0.0 0.0 -0.4 -0.3
FOft hIE SIEEL COWMR OESIGN MAY 8E OIfFEREM hNN h1E
� (ACTORS USEO IN 7HE FOUN0.4➢qV DESICN. � .
- . . 3.THE MPNUFAC7URER OOES NOT PROVIOE "MN(IMUM" LOAO Fvn ' Col Lefl Rghl EIPATSLI- E1PA1_SL2- E1PAT1L1- E1PAi1�2- -LWIN�11--
- � COMBINAPON RFAC➢ONS. HOWEVER, TNE INOM�UAL LOAO p�e Gne Ved VeA Horz VeR Harz Ved Harz Ved Hoa Ved Horz Ved
. ' � ftFACilONS PROOI�EO.IA4Y BE USED BY 1HE FWN0.4ilON ENGINEER � E 0.0 0.0 0.0 0] 0.0 -0.1 0.0 1.4 0.0 -42 . 0.0 -Q2
. TO OEIERMME hiE PPPl1G481F LOPD COMBINA770N5 FOR HIS/HER � C 0.0 0.0 0.0 0.8 0.0 O.B 0.0 1.7 0.0 7.7 0.0 -0.4
�ESIGN PROCE�URES PNO ALLOW FOR PN�ECOfi0MIG1 FOUNbA➢ON � p 0.0 0.0 0.0 -0.1 0.0 OJ 0.0 -01 0.0 i.b 0.0 0.0 �
OESIGN
4. iHE METAL BlIIL01NG MANUFACIURER IS RESPoNSIBLE FOR iHE _ frtn Cal -LWINDI R-- -LW1N�21- -LWIN02F- �
� OESICN OF iHE PNCHOR BOLi�WAEIER ONLY TO PERMIi iHE ��
iRPNSFER OF FOFGES BEIWEEN iHE H45E PL1TE AN�iHE li�e Line Horz Vert Horz Vert Horz Vert �.
- PNCHOR BOLi IN SHFAR, BFAFING AN�1FNSION, Blli IS NOT � E 0.0 0.4 0.0 -0.2 0.0 OA ' �,
RESPoN9BtE FOR iHE ANCHOR BOLT EMBEOMENT FOR TWWSFER � C 0.0 -0.2 0.0 -0.2 0.0 -U.2 '�,
. � OF(ORCES TO iHE FOIIN�APON. 7HE MEfP1 BUIIDINC I A 0.0 -02 0.0 0.0 0.0 -0.2 � . �
' WWUFACiURER DOES NOT OESIGN PN� IS NOT RESPoN519LE FOR
hIE OESIGN, M4IERIPI PN� CONSlHUC710N OF iHE FOlIN64iI0N Wind WiM
. EMBEDMEMS.7HE ENO USE WS70MER SHOULO ASSURE HIMSEIF Frm Cal �ead Press Sud
. 7VW PDEOIIAIE PROVISIONS ANE MPDE IN 1HE FOIINOATION line lirc Vert Harz Haa �
- DESIGN FOR LQ405 IMPOSEO BY COLUMN REACTIONS OF 1HE 2 B 0.0 -0.5 0.5
. BUIIDING.O7HER IMPOSE� LOA�S,ANO BFPRING G3ACIlY OF 2. D 0.0 -0.5 0.5 '
' 7HE SqL PNO O7HER CON�IIIONS OF THE BUIIDING SIIE. � -
R IS RECOMMENOEO 71W 1HE PNCNORACE ANO FOUNOAl10N OF
7HE BUIIDING BE �ESIGNED HY A REGISIERE� PROFESSIONPL '
- � -ENGINffR IXPEftIENCE� IN iHE�E9GN OF SUCH SIRUCiURES, - -
' � (SECTION f3 MBI.IA 2006 MEfAL BUILDING SYSIFMS M>NWL)
' ' S. BOTTOM OF N1 &SE PIAiES ARE AT iHE S4A1E El£VAiION. -
, (UNLESS NOTE�)
. - 6.PNCHOF ft0�5 ANE hSfM F1554 GW1�E 36 Mr17FRIP1 UNLE55
' NOiFD OhIERWISE. , ' -
MINIMUM WALL LENGTHS FOR USE OF PANEL SHEAR BRACING SYSTEM � � � .
Panel diaphragm action is utilized to resist seismic and/or wind farces applied
parallel to this elevation. Wall sheeting musl be continuous fmm eave strut / . ISSUE . �AiE DESCRIPiION BY CK'0 o5N � � U S M ETAL B U I L D I N G S -
roke on le to base su oh in order to be considered effective. The eHective . O F,�
length of wall ponel ateach wall must he determined 6y rationol onalysis A 5/16/13 FOR WNSiRUC➢ON PFRMR 7Y CM �. .
considenng included openings and height ta width ratios of panel segments. - . 1152 EAST NEWPORT CENTER DRNE
Minimum effective length required on this wall For applied force is shown below. � � - DEERFIELD BEACH, F� 33442 J Rq" ! yG
Additional openings noi indicated shauld be avoided without prior consultation . . LEAiHERLYOpp.J:�_ m
with the metal building monufacturer. � . PR0.IECT: JAMES A WIL7(INS III CNI'_ .
MIN. FSW REO'�. 9 FEEf OF CONTINUOUS PANEV 'TMIS MAY BE BROKEN - � CUSTOMER: OWNFR:
N0.55537 'f
MIN. BSW. REQ'D. 9 FEEf OF CONTINUOUS PANEL' DOWN INTO SEPARATE �OCAnON: SnLEM, MA m970 'P C R'
. MIN. LEY! REO��. 12 FEEf OF CONTINUOU$ PANEV SECTIONS OF NO LES$ - �qp DA7E SCALE PHfSE BUILOING ID - JOB NUMBER SHEEf NUM9ER ISSUE �� �c�STER� �{4�'
THAN 1�2 THE FAVE HEIGHT 5/ifi/13 N.T.S. 7 A 14-8-10958 F2 A �S�/ G�
MIN. REW REQ'D. =FEET OF CONTINUOUS PANEL' � �A�� .
1
Dia= 5/8"
\ SW
— 86
C
_ o
� � - - � _
^ L o J
-�
3
�
o�ra� n w
_ Dio= 5/8" . . -
8"
�
_ a —
N ^ r O
' I �
= L ° J
— �
�
3
DEfA1L B w . �
Dia= 5/8" . �
_ �
� - - � �
,`,�, L O O � � -
—\
3
DEfA1L C w � � -
Dia= 3/4"
w �
T
_ � I �
q��
� � � �
_ � _ 3�� , . . .
2"�'�"2" 8 ��4 . '
SN
1 1/2" . � ' � -
1 1/2" 1'-J" . - _.,
�ETAIL D
Framed Opening Width - � . �
1 3/4 1 3 4
Door Opening Width ISSUE DAIE OESCRIP➢ON HY CK'� �SN �C �CT/�I p�I�D I^�r C
� ��4 � ��4 J LIYiL LJ IVVJ
Equal� \ Equal Equal � � A 5/16/U FOR CONSIRUC110N PERMR T� �M 1182 EAST NEWPORT CENTER DRIVE �� OF�
� � r--T� DEERFIELD BEACH, FL 33442 � � s
��+ Steel Line + n�+ Steel Line + LEATHERlV000.ln. �^
+ + + + PRQIEGT: JPMES A WILKMS III i C��L � _
. CUSTOMFR: OWNER: ' N0.35E37 '
Ramp Qf Required) .
LOGA➢ON: SllEM, MA 01970 -�
ARDioFramed Opening AR Layout AR �ia Wolk Door AR Layout ' CJ�➢ DATE SCAL PNASE BUItDING I� JOB NUMBER SHEEf NUMBER ISSU �ORFG�STEP��`�{!�'�
5 8" 1 2" 5/16/13 N.T.S. 1 n 14—B-10958 F3 A �55�'.7NAl�
4EMBER TABLE
ROOF PLW
� � - MPRK PART LENGTH
� P-1 SX25Z14 15—11 1 2
� P-2 8X25214 � 75'-11 1/2�
� - _ E-1 8E51L14 75'-17 1/2
. � E-2 8E51L14 15'-11 1/2
� � . - � CB-1 1/4'CABLE 16'_0•
. - - CB-2 1 4' CABLE 15'-10"
� 16'-0'OUl—TO—OU! OF STEEL 2 �
�6�_Qa
1'—�
42
- E-2 RF1-1 E - �
. �
i
E w
�
i
i i M
¢ ¢
� P—��TYP)� � � N� .
� N ER-1 _ . RF1-2 M N � . -
�, i D w �
U V U �
O � w � 4 ^
�
� � m
n
p C8i2 CB\' � O
O O
K 2'
F52—B
C N O
w �
� P-2 Typ �6) - .
M M
p
U _� CJ
O 4 ^ O LL
m�y ER-2 � RF1-3 "� . B �' � � -
N
LL W Lr N�
O � I
K . O.' :I�
� . G�i� C�? �O
�J
_ q �
w
�
- E-1 RFI-1 A -
- ROOF
SHEETING
. � PANELS: 26 Ga. PR .
� Galvulume
ROOF FRAMING PLAN
'�'E °"'� °�R'�'°" �" `"�° °�" US METAL BUILDINGS
A 5/16/13 FOR CONSiRUCiION PQtMR ry p,� � � OF �,
GENERAL NOTES: 1182 EAST NEWPORT CENTER DRIVE zy' c
i. iNsr,vi nu auRur+ arao rtiwce ewices (�e) as sHoww. DEERFIELD BEACH, fL 33442 � `�� 1�
2. ROOF PANEL PROVIDES SiRUCNRAL STABILf1Y i0 THE BUILDING. � LEA7HERWpO�.JY. �^
3. SiRUT PURLMS, IF PROVIDED, MUSi BE INSTALLED AND FASIENED - pRO,IEC�: JAAIES A WIWNS 10 � GVi! _
i0 ROOF SHEETING PFR "PBR° PANEL ROOF DEfAJL � . N0.35E3� ✓�
I 4. DO NOT ADD ANY ADDff10NA1 ROOF OPENINGS W1IHOUT BUILDING � CUSiOYER: OWNFR:
� A4WUFACNRER APPROVAL�OR PROFESSIONAL ENGMEER APPROVAL . LOGTION: S�LEIA, NA 01970 � � �FGi �c���t.�
5. DO NOT SlACK SHEEf BUNDLES ON ROOf. ONLY RAISE INDM�UAL � 57ER
$HEEf$ AS NEEDED. . � CAD DAIE SGLE PHASE BUILDING ID JOB NUAIBER SHEEf NUlI6Q2 ISSUE Sg��NA� �G�
o. AfiER INSTAL1ATi0N, WIPE ALL PANELS CLEAN OF METAL � .
SHAVIN6$ CAUSED BY ORIWNG. 5��6��3 N.T.S. 1 n 14—B-10958 El� A
MEMBER TABLE
fRAME LINE A�
MARK PART LENGTH
. � E-1 8E51L14 15'-11 1 2"
' � G-5 8X25Z16 15'-11 7 2"
� � 16'-0"OUT-TO-OUT OF STEEL Z �
16•_0"
� �
� -3�� F2955-B � � .
�e E � z�
�
" � �
G-5
I
�
m I a
o _i
I o n o
p m W
II
C O�
G-J
I
� I
M I
— _ - - - _ _ — _ _ _ ��—� _ - - T3 - - - _ - - - J
Ec-i `� aFi-, SIDEWALL SHEETING & TRIM: FRAME LWE A
SIDEWALL FRAMING: FRAME LINE A P�wE�s: zs ca. PR - uqnt sta�e
�SS�E �� OESCRIPTION �, �K•o o5N U S M ETA L B U I L D I N G S
A 5/i6/1J FOR CONSIHULTION PERMf! ry gM �� N M,c
1182 EAST NEWPORT CENTER DRIVE s�`` c,y
DEERFIELD BEACH, FL 33442 R . �
GENERAL NOTES: iEnr eRw000.�n
1. INS(ALL ALl GIRTS AN� FIANGE BRACES (FB) AS SHOWN. PROJECt: dAMES A WIIXINS In ��y�i � r �
2. WALL PANEL PROVIDES STRUCNRAL STABILItt TO THE BUII.�ING. CUSTOMER: OWNER: N0.3C�37
3. OTHER THAN FOR WALN�DOORS AND WINDOWS SHOWN ON iHE LOG710N: SALEM, MA a1970 q O
COMRACT, DO NOT ADD ADDRIONNL WPLL OPENINGS WITHOUT � � FC+ISTOR� �� �
APPROVAL OF BUIL�ING MANUFACIDRER OR PROFESSIONAL ENGINEEft. CA� �MTE SGLE PHASE BUILDING ID JOB NUMBER SHEEf NUMBER ISSUE � . G�� ��
4. AFfER INSiALlATION, WIPE ALL PANELS CLEAN OF METAL � - �SSipryq��
SHAVINGS CAUSED BY DRILLING. - 5/�6/�3 N7.5. 1 a 14-8-10958 EZ A
� MEMBER TABLE
FRAME UNE E
� MARK PAFi� LENGTH
. � E-2 8ES1U 4 15'-11 1 2"
� � . G-6 8X25Z16 75'-11 1 2"
Z - 16'-0"OUT—TO—OUT OF STEEL �
� � �
16'-0"
1 3
F2955-8
z� E Z ie
�
� � �
N
I
G-6
I
I
m I <
O ' �r�j
N] I O O
p m m
I �
G-6
I
I
� II
� I
L — - - - - - - - - - RA1—� - - -� - - - - - _ — .
RFi—i `� Ec—i SIDEWALL SHEETING & TRIM: FRAME LWE E
SIDEWALL FRAMING: FRAME LINE E Pr�E�s: zs ca. PR — uynt sto�e
,SS�E �,� �ESCRIPTION � �H�o o5N U S M ETA L B U I L D I N G S
A 5/16/13 FOR CONSiRUCTION PQ2MR ry �M T�- M F�r'� S
1182 EAST NEWPORT CENTER DRIV6 �
1 s
DEERFIELD BEACH, FL 33442 RR. !. �
GENERAL NOTES: ��arHe�w000.�, m
1. INS�ALL ALL GIRTS AND FllJJGE BRACES (FB) AS SHOWN. - � PROJECi: J0.uE5 A WIlXINS III N�I3�S��C3� r
2. WALL PMlEL PROVIDES STRUCIDRAL STABILI7Y i0 THE BUII�ING. � CUSTOMER: OWNER:
3. O1HER THAN FOR WALK DOORS AND WINDOWS SHOWN ON hIE . 'f
COMRACT, �0 NOT M� ADOITIONAL WPLL OPENINGS WITHOUT -�OG1nON: SALEM, M4 a1970 � �� `cG/S7ER�C��F
APPROVAL OF BUILDING MANUFACiURER OR PROFESSIONl�L ENGWEER. C4� �lE SCPLE PHlSE BUIL➢ING ID J06 NUMBER SHEET NUMBER ISSUE '� G�
4. ARER INSTALfATION, WIPE ALC PANELS CLFiW OF METAL ��ONAL�
SH4YINGS CAUSED BY DRIWNG. 5/ifi/13 N.LS. 1 a 14—B-10958 E3 A
BOLT TABIE .
fR/+ME IJNE 1
� " LOCATION � �UAN TYPE OIA LENGTH
ER-1 ER-2 �8 A325 5 8" 1 3 4"
Columns Raf 4 A325 5 8" 1 1 T'
� • MEMBER TPBLE
- . - FRAME LINE i
. MARK .PPRT LENGTH
EC-1 BF25C16 8'-7 3 8"
EC-2 . 8F25C16 9'-0 1/8"
. � ER-1 BF25C16 8'-0 1/i6"
� ER-2 8F25C16 8'-0 1/16"
� G-1 8X25Z16 6'-8"
- G-2 8X25Z1fi 6'-11 3 4"
� � FUNGE BRACE TABLE
� � � FRAME LINE 1
�ID MARK LENGTH
16'-0"OUT-TO-OUT OF STEEL (� n (q1 � 1 FB29.3 2'-5 i a"
E C A � Y 'r� Y CONNEC➢ON PLATES
- Q1^ 81� - �,_4�, ��_4�� 8������ Q7�, . . 1"� ❑�E LMARK�PART
�Z , �z �z F7fi4 � f�O B F764 � �Z 1 SC-5
ER-1 � F829.3 � FB29.3 ER-2 F765-L F765-R
C FB29.3 Rq�_�_ _ _ _ _ _ ��_� FB29.3 C � _ . — — — — — — � .
m I �
� I
� � G-1 G-2 lip . _ _
I I
a
m � I � � � � �
o - -
i � � � � r �
o i � o i i
i � oa a � - oa � � o � � o
� G-1 G-2 IO
�
� �
� � �
M � �
- �� - - - -RA1 1 - - - - - - - - - - - - - � - - � - - - - - - - - - - - - - — —�- - - - - - - .
Ec�i Ec—z `� Ec—i ENDWALL SHEETING & TRIM: FRAME LWE 1
ENDWALL FRAMING: FRAME LWE 1 PnNE�s: zs ca. PR — u9nt stone
i ',
,��E �,� DESCRIP710N 81' �k�o o5N U S M ETAL B U I L D I N G S
A 5/16/13 FOR CONSiRUCTION PERMR tt CM . d
�
1182 EAST NEWPORT CENTER DRNE � '] v�
GENERAL NOTES: DEERFIELD BEACH, FL 33442 LEA7HERWppp.�q sm
1. INSTALL ALL GIRTS AN� FlNJGE BRACES (FB) AS SHOWN. - PR0.1EC7: JAMES A WILKINS III . ����
2. WALL PANEL PROVIDES S7RUCIDRPL STABIUIY TO 7HE BUILDING. CUSTOMER: OWNER: N0.�SE37 s
3. OTHFR THAN FOR WALK OOORS AN� WINWWS SHOWN ON THE LOCAiION: S4LEM, MA 01970 -p
CONTRACT, 00 NOT ADD AD�ITIONAL WALL OPENINGS WITHOUT � FG/STER���(p��
� pPPROVAL OF BUIL�ING MaVUFACTURER OR PROFESSIONPL ENGINEER. � - DATE SGLLE PH45E BUItDING I� JOB NUM6ER SHEEf NUMBER ISSUE �
4. AFfER INS�ALlATION, WIPE ALL PANELS CLEAN OF MEfAL� 5�76 � � �S$��NA� �G\
SHAVINGS CAUSED BY �RIWNG. /3 N.T.S. 1 a 14—B-10958 E4 A
BOLT TABLE
- FR�ME LJNE 2
LOCATION � OUAN iYPE �IA LENGTH
. Calumns Raf 4 A325 5 8" 1 1 2" �
� . , MEMBER TABLE
� FRAME LINE 2
- MARK PART LENGTH
� EC-3 8F25C16 9'-5 3 i6"
. � . DH-1 8F25C16 9'-0"
. G-3 8X25Z16 2'-7"
� G-4 8X25Z76 2'-7"
. . CONNECTION PLATES
� FRPME LINE 2
- � ❑I� MARK PART
1 SC10
16'-0"OUT-TO-OUT OF STEEL n (� n n 2 SC-484
A 8 � E Y Y `iY Y
- ��„ 3'-6" o RAi-1 g�_Q�� RRl-1 3•_s�� ����. ��„ ����
12 12 12 �64 F�0 B F764 12
. � - - - - - - _ — _ - - - - - F765-L — - - - - - — F765-R
i ❑ ❑
� - - - _ _ �-_ _ _ _ _ - - - - - - - - _ _ _ � - - - - - - - - _ _ _ _
- i � - - - � _ _ _ - - - - - - - - - ' - - � i =
- m i i � � i i "
I �O � G-3 � Ma G-4� z[� � � -
� I DH-1 I � � � F481 — — — � .
� � � I � � � �
� � � � I I I ` �� � � � a
o� " I I I I I I \ � \
I � � I
o I �I 16I 13 � I 16 I-y I o rnl�µ o o °y�lrn o
I 1 I I
I I� I� � �I �
I I � � I I I I
I I � i � I I I
� I I � I I I I
M I I � I I � I
I I EB � I I I . .
� I �
I I� — — — — — — — _ — _ —
— _ — �
— — — _ — — — — — — — — — — — — — — — _ _ —
Ec-3 ECC3 `� ENDWALL SHEETING & TRIM: FRAME LWE 2
� . PANELS: 26 Ga. PR - Light Stone `
ENDWALL FRAMING: FRAME LINE 2
,SS�E �� �ESCRIPiION � �K•o o5N U S M ETA L B U I L D i N G S
A 5/i6/1J FOR CONS�RUC110N PERMR � 7Y CM
1182 EAST NEWPORT CENTER DRIVE r�t" � .;�)
DEERFIELD BEACH, FL 33442 \s
GENERAL NOTES: --`" - �\
Pft0.1ECT: JPMES A WIlHINS III �EqTHER�'l0���-" 'V-
1. INSiALL ALL GIRTS ANO FlANGE BRACES (FB) AS SHOWN. �iV;� I f
2. WALL PANEL PROVIDES STRUCTURAL STABNtt TO THE BUILDING. - CUSTOMER: OWNER: N�.,;�:;
3. OTHER THPN FOR WALK DOORS AND WINDOWS SHOWN ON THE LOCAPON: S4LEM, M4 01970
CONTWICT, DO NOT A�� ADDmONAL WALL OPENINGS WITHOUT p �
APPROVAL OF BWL�ING MANUFACNRER OR PROfESSIONAL ENGINEER. fqp �ATE SCALE PHASE BUILDING ID JOB NUMBER SHEEf NUMBFR 155 '� RFGIS7ER� �'�
4. AFfER INSiALIAiION, WIPE ALL PANELS CLFAN OF METAL � . O G�
SHAVINGS CAUSED BY DRIWNG. 5/�fi/13 N.i.S. 7 a 14-B-10955 E5 q �SS�pNpl�
SPLICE BOLi TABLE MEMBER TABLE
Web De th Web Plate Oulside Flange Inside Flonge
Mark Tap Bat Int T e Dia Len th � Mark Start End Thick Len th W z Thk x Len th W x Thk x Len th
SP-1 4 4 0 A325 3/4" 1 3/4" _ - . RF1-1 70.0 10.0 0.134 ' 112.6 5 x 1 4" x 111.8 5 z 1 4" x 100.8
" 5 � I/4" x 18.5
F52-8 RFi-2 8.0/�8.0 0.134 77.3 5 x I/4" x 76.6 5 x 1/4"-x 76.fi
OPIANGE BRACES: BOTH SI�ES(UNLE55 NOjED) . � RFi-3 8.0 8.0 0.734 77.3 5 x 1 4" x 76.6 5 z 1 4" x 7fi.6
FBxw1(1): xx=length(in) , � �
n - �zzzxiac
-1 ���a° r-z � z" H � r-2 i z^ z i�a-�
� n a�� "I I�
26 Ga. PBR. GaNalume - �,_4„ . ��_4,
� 2 � 3'-4 3 16" 2 � 3'-4. 3 i6^ .
. . QP�. �„� .
12 12
_ � F829.3A�1] F829.3q(�) �. �
F829.3A(1) v Q fB29.3A 1 - .
- - - - - � �� � � �� � — _ - - - -
uf ua
. .m �. I RF1-2 � � � i . RF1-3� I � � .
N i. � I N � � i I . .
. � N � � � � N I � .
I� � � . � � . ��
I � � � � �
� � � � � I
I � � � � I
m I i � � � I m
P, � I i I I � :-�
o I ' � � � - w � � � I o
I ! `ow � I �� I I �+ �i I .
I � n�d' I � �� I I nQ � �
I� �� I I �U I I �� �I � .
i �U I I I I �V I
II II
I II II I
� � II II � �
� � II II � �
� II II �
I � II II � �
I u u I
a i/a� io i z�� iz�-�o i z�� io i z�� a i�a�
� CLEARANCE + -
1 •
E A
16'-0" OUT-TO-OUT OF STEEL
RIGID FRAME ELEVATION: FRAME LWE 2
�SS�E �,E �ESCRIPTION 6Y CK'0 o5N U S M ETAL B U I L D I N G S �
A 5/16/U FOR CONSiRUC710N PERMR ry � CM . T OF
GENERAL NOTES: 1182 EAST NEWPORT CENTER DRIVE �� 9�
i. au eo�ho doiNn wrtH a�2sM-ae rmE i ao�Ts aaE saEciFico as sNuc ncMco DEERFIELD BFACH, FL 33442 S
JOIMS IN ACCORDANCE WIiH 7HE "SPECIFICAPON FOR S7RUCNRAL JOINiS IISING «iNER � �
ASiM A325 OR A490 BOLTS, JUNE 30, 2004". PREtEN510NMG MEiH005, INCLUDING . PR0.IECT: JAMES A WIIJ(INS III � ��N� ��JR. m .
IDRN—OF—NU�, CAllBRATE� WRENCH, 71Y15� Off ttPE TENSION BOUS OR DIRECT CUSTOMFR: OWNER: N0.35E3: ;f i
1EN510N M�ICATOR ARE NOT REQUIRED. INSTAWIPON WSPECTION REOUIREMEMS '�
FOR SNI1G TIGHT BOLTS (SPECIFlCA➢ON fOR SiF2UCIDRAL JOINTS SEC710N 9.1) � �A
LOCAiION: SllEM, MA 01W0
IS SUGGESTED. � ��c'�S7ERE��,�.
� 2. All FlELD WELDED CONNECTIONS OF SECONDARY FRAAIING SHALL BE BOLff� WITH A325 �� CPD D/�7E SCALE PHASE BUIIDING I� JOB NUMBER SHEET NUMBER ISSUE
MACHME BOITS r �i�yq� EN�'�
3. INSTAII ALL FLWGE BRACES ON COLUMN AN� RAFIER 0.5 SHOWN . 5/16/13 N7.5. 1 A �4-8—��958 E6 A
Pudin p
. . (2)1/2"x1 7/4'
S�eel �'ne A7p5 M. Boltq �
�ja (" +'B . .
(z) i/s. , i i/a•• _ nm�—eoo crp
AS25 BaILs � 3/16" Plate ery Rafta
- Rafler
� ' (2) 1/2"e x 1 1/4" pppp Purlin Clip -
hS25 BOL75 3 16" Plate Po°�o �T'^'�E
�� PURl1N 2" 2" � of RaRer � r+u�cR � �
flake Mgle —
Purlin Qip � • Pudin Clip
Pudin EN� OF 3/1B' Plote 3/16" Plate connccnaH
EW Ra(t¢r BUIL�ING-I M6-R011 Clip Mll-R011 Cllp 'C COWMN Pu'E
. � � 3/1fi" Plote � � 3/16" Plate cwowu�
cowMry
Flange Bmce RPFIER 3 16" 3 EM1' Column (4) 5/8" x I 1/2"
' Neor Calumn RIGIO FLWGE
( ) �E 3/16' 3 3�75�� � . 0.725 eolts (Typ.
BRACE Cold Formed Rafler - U.N. an Erdnall .
1/2" x 1 7/4"A725 Bolls �� 1/T' x i I/4"A125 BOILs Moin Fmme Rofter� 5/8" x 1 I/2"A725 Bolis �raning)
(iyp.) (U.N.) . ok Flange Bma Connections SBC{i00 A $Bc1io0 A. (Typ.) (O.N.)
A�j SECTION THRU� COLD FORME��RNF7ER A� ROOF PURLIN TO ANTI . PURLIN ANTI-ROLL CUP 84 EN�WALI CO�UMN TO RAFTER B3 ENDWALL RAFTER TO CO�UMN
ENDWALL RIGID FRt�ME
SIDEWALL
. . FN Gid � GIRT .
EW Grt
E1Y Calumn Comer Column � RIGID EW Calumn
1 FRAME
, d b l I _ � CO�UMN - �
�• o
ENpWPLL CO�l1MN �
� Il o- .
\ 1 PIA�ED ` ` b b I
1 ��Z.. x 1 1�4... I�i- � � -�� � o' .
aS25 BOLTS y}y g�A I� I I � �
\ _ - - - Welded Plafe `J ��_ • •. _� - _ _ - - -
'�j SC-5
WeldeE Flate EW Gid � . Clip �CLIP ' ` /� .
�o SC-484 ENDWALL � �c�/ �
GIRT \
I/2" � 7 I/4"h725 Balis 1/2" x I I/4"A325 Bolts 1/2" x I 1/4"A325 Balts (k) =qefer To�Mchar 6alt �
(TYG�) N.N.J � EN�WALL GIRT OYP�) N.N.) OYP�) N.N.) .
Plan
C4 CEE ENDWALL COIUMN TO WALL GIRi C1 ENDWALL COLUMN TO WALL GIRT D4 CORNER COWMN TO WALL GIRT D�6 CORNER COLUMN TO WALL GIRT E8 BASE PLATE FOR ENDWAIL COWMN �
End Plate
"C' Endwall MMth Vanes Ewe SWi
Rnftv �� Skel line Rigid Fmme Column
_ - _ _ 1 4" Ooor Heaeer War Jamb . _
A Eave Stmt :
0 0 �'� _
- - - - Eare Stmt i;- ;%" _
; �;., = _
% • `':`•- _
0 0 � �`':T_ EmeSWt �e' ' ,_
, � i . "' =>itt ..
� � � e .>' `;J. 'C .`_ �'\ .
n �; �'=� 4ei `C \
- _ _ ' _ � , , �; .q � ' '
� '___'_'_____'_______ ' ' '
0 o O �
�;_
I o o � WNded Clip . \ � � -
I � � � EW Rafter� . Rigid Fmme �'� ' e \\r, �
- . I ILo oJ Column Rigie Fmme � �V ` \r.�y
. 1 I Calumn � _ y
� EnEeall Calumn � �
Sec6on "A" Endwall RaHv � '� �
�, .
See Endnall �mni�q I/2"x I I/4"A725 Bolts 1/2" x 1 I/4"/325 Balls 1/2" x 1 1/4"A725 Bol�s (*) =ftefer To Mchor Bolt �-
Fm e�n om.n a Type. �TYP.) N.N.) . (TYV�) N.NJ (TYDJ (U.N.) . - Plan
FZ3 RAfTER SPLICE AT SURFACE CHANGE � � I6 LOW SIDE EAVE STRUT TO COLD FORMED RAPTER �Z4 FAVE SiRUT TO RIGID FRAME M3 DOOR HEADER TO �OOR JAMB R2 �ANCHOR BOLTS AT SI�EWALL COLUMNS
,��E oA,� OESCRIPIION �, �K•o o5N U S M ETA L B U I L D I N G S 1
. A 5/16/73 FOR CONS1RUCilON PERMR tt CM
1182 EAST NEWPORT CENTER DRIVE r� F�
DEERFIELD BEACH, FL 33442 S'� 9c1
� � PROJECT: JAMES A WILKINS III � LFATHERR�pO] ' ��
_9 m
CUSTOMER: - OWNER: p CIVIL � ;
LOCA710N: SPLFAI. MA 01970 N`�'.?�" I
. � gqp DATE SGIE PHASE BUILDING 10 JOB NOMBER SHEET NUMBFR ISSUE qF' p F
. � 5/16/13 N.T.S. 7 n 14—B-10958 p�� A �O,�SG�S7ER�G��,�
i`
Po�u�a cxm�ne smcn sce.�
(fi) Stilch Screns ���i�m°'^ .m r,� � Va-it.�/s'm �
xak NqM awf Pwa
i/e�-u. i/5^ e.. rsei � z i/z.. °"�...mm.s � I ro i�o.c �
Lap Tek o�a ro�a 1a' F9BP - � . ce
Ridg¢ CaP 13' Rfi9 ]t/S �nµ� . . .
�Steel Gne F52 ���i�� _ 8 �
Nember Screes Pop&�.1�3r o.C. v���s i�„�1�� gs�
E12 5.�. kree 12 -14 x 1 1/4" pam k 5de1 ia �' 8 � i/e �As �.gs Menm xm
(See Fastener OetaiQ at 5"-7"-5" O.G �nm e�mey.��,.) �= ���, wn��v o.c �\� R� u-u, i i/a•m p�, .
Woll Panel Mchars By Olhers* (�e��me.��l
�H'
� Base Mgle (RAf) '. ., — � s . .
Fnished Flaar ;c� '���� amo.mm�
' mo��e r'
�- 3-i �' vex vmk ' . v�l wa e rse1 RaNe ir'vn a1a'ee vamn ek rc �
�—r � - Op IP f9S[ up Io 1:12 iwf sbpe _
"PBR" Pmk Purlins �r F�� StitA 5ve�
*Minimum 1/4" piamMw Mchar . Roof Punel �. Ra1W Nm �/v-�1x)/e•m
I 1�2" � k9 R«a6 A 13"O.C.
or Equivalent Paner-�rivm Fastenv a�o-'un ie�o h�olmrca bFfuS e.s Tin �/r
_ Al 24" On Center Maximum. 1/p" iape Sealant �"''��1°'°°oq"d�°�0� �a�7� y�• �� �"�) .
- HW-50] Fle1 � Por mA rvm laa'-0'ar Im .
Fpm�����a�e r�m�a� - Standard Rake Trim Section
TZ SECTION THRU WALL PANEL AND Fmmed Ooenina irim mstallatian . Mid�est - PeR eoof - Sneeted wa�� �
J CONCREiE FOUN�ATION "PBR" ROOF FIXE� RIDGE DEfNL •a�+•r�a x�e r;.�
, rrir2ea mksz .�v �e�l�aa
Inside clasure with � .
�R' '' ��� � ��4" Tape seal on lop i/a�.a/t6'r/u � .
. OOd�bO�IORI - ` � - Pap Ilirela
Y� �
. �klRml/Y�tl . F�1^e�# .. � �
wb�/m waa nb smn . \ �rck<N tlasve kb W
PBR RoaF Panel afgn ntn.WI pond � � �
rov nn�qc
'�• �� (3)Stitm Sae�a Top Bolis - See Rigid Fmme
. �1�,�„ �� , Oranings Por Size .
I �/�•-�� ���R7 Fastener �14 Pairel� � µ� � �
� I/8 x 3/1fi" . (�)Aun � � -
Pa Rivef 10'-0" O.C. °��0�k010^� Web Iniermedia�e 8al�s
pdi�"� ""�"" FlF2945e Tnm P 56tch Screw Ry, ' �'• ' � � � (Aa Required) .
. Memher $crew AT Za' O.C. ISB Ymie �r�t� �gi°Iy1���� a�m� See RigiE Fmme Omwings Far Size
. o a a � o � �p-74 X 1 1 4" SD (1 q�
�•v �.� fastener �M � � Member Screw oo Aiv" r�
Of 5��� T�� 5�� / �iU (I)Run 1T' F1j'a.' � �
��_���O.G o a �
1/8 x 3/16 �� ai iube Sealant. � ��V Bottom BWts - See Rigid Fmme
sue se.. Pop Rivel -Member $crew E� �ramngs For Size
m��o��� al 60" O.C. 12-14 X 1 7�4" 50 � Steel S�a�b �m (/1� Bottom Flange � �
r�� Line Roke inm -
Outside Panel Remme Beonng �� Face � -
om Closure Leg Panel N Mdl �, 9
ep �� Comer Tnm C L Ma or Rb
��� - Extension 8 o d Flan e Is
Eave � Optianol,N iop & BOHom.
�F�� $lN[ ��0� � F2955
� Wall Pan¢I ' �
��� O BOLTS FOR RIGID FRAME RAFTER
a'�a„",�„'�, Lo. [Pre idm comer eox e i/e Camer Bax Installatian �
rm x.-r iN'w b-��+ Fi]l�� Plan Ye. inm 203
StandmA Peak Boz Oetail AT BUILDING PEAK
qp�y 1PI1�106 TRIM_120 TRII.L186 '
� . 5" . 5�� A Standard Grade ,
Frcld Ixole aiM mvide Farimer
� P Eme Stml Oescnpfion Number MP�icoGan NOtE:
'Column - WF or Maximum a slat for Ue "X" bmcing.
�y 1 9" Larger Nan "%" 6mcing ��1/4"-14 x J/8" M Stitch k inm 5cren Slandard details call for
iop Flange � � Cable _ Cee q I " I ' �ivmeter. \ � 1 1�4" fasteners as
Top Bolis - See RigN Frome - `? � (p� Member Screes 14-14 a I 1/4" 1IA Member Scre�
pronings For Size Flo-�oc Cnp - E =o InsNe Flang Up � (Plain) 1P-14 x I I/2" 17B Nember Scren member screws by '
� � � - Bmcing Pad e €`_' _ `sas e� sw� e�a� �Z_�4 „ Z^ Za M�ev�s�a.
Web Intertncdia�e 9al�s Eyebalt = Qf Req'd) _ �typ.) de(aUll.
E E . Member s<rews ma be
O O (�ero��ad) = H;ii9� � E � Long Life �
See agid Frame �mwings For Size = Washer - � - - E - ` } Fastenm 1 1/4". 1 1/Y'. ol 2" �
� - = � � Eare Simt � pescnptian Number MVIim6on depending on insulatian,
� � � _ _ �'
Boi�am BaILa - See Rigid Frame Zn Web �.9 �� �p�4 ��{^-�4 a]/e" 4 Stihh k Tnm Scren applicotian, or
Battam Flange Omnirgs Far Size N'� -------- �,1 Sp6 12-H x 1 I/4" d Member Screx custame� �¢GUesf.
� � � � Outside Flonge Oann , w� x Pudin
' Similar mnnatian 12-I� r i I/2" 34 Member.5crer
Por Rafler.
� Fl°� #For Cable, Unrorel Flo-LaM Cnp Fastarer 8 17A � $eCfion - A �2-�4 M T' $g Membw Scre�
Insed EyeBol�Thmvgh Slot in Web. Washer aM Remom Eye BoH, 9ip Through 72 a I" Panmke NeaG - .
. IDen kesemble Hillside Wosheq Flut Washer, and Nut Slatted GiAs, ihen Reossemble Coble. (ypiml each end
BOLTS FOR RIGID FRAME RAFTER
U3 TO COWMN CONNECTION Q2 DWGONAL CABLE, EYEBOLT EN� � � CABLE AT FLUSH WALL GIR7 Sidewoll Framed Opening Jamb Brace Dens�s Self-Drillinc�Screw Aoolication �� "
ISSUE DATE �ESCRIP710N B1' CK'D DSN U S M ETA L B U I L D I N G S �
- A 5/16/1J FOR CONSTRUCTION PERMR lY CM
1182 EAST NEWPORT CENTER DRIVE �E, " s
DEERFIELD BEACH, FL 33442 ! �R �
PROJECT: JPMES A WIIHINS III� O LEATHERW�pp.Jri. �^
- � CUSTOMER: OWNER: U C��� '
� N0.3553• 'r
, � LOCATION: So1EM, MA 01970 .
C4� DATE SCALE PHASE BUIL�ING ID JOB NUMBER SHEEf NUMBFR ISSUE � PFG�STEa���(p��
5�16�13 NS.S. 1 A �4-8-�0958 p�2 A ��SgVJ �G\
r
^�^�, �
_ JAMB TRIM �
p• g• T� g• p• A I 12" L 12" � IT' I � �• I "• . T' S" T' A � WALL PANEL
ld�
2 I 2" 1T' tY' 2 I 2" i2" @" . .
B "PBA" Panel
"PBR" Panel . �,,,y��, "P8U" Panel .
iz-u.i iµ�m
.ppr pmy i1'o.G al Ean uemW ,�u,Po� /-e.emq Isq OOOR JAMB �
. ��^^"9�9 �#17A or B SCREW . .
�� �,_6�� o.c. .
'�'Pona �� � ' �
sv�m Sve. � . V�-��.�/�
i/a-u,�/e� snadma m�cxon m.m m•oc . . .
_m..xm m�emm� m,A za�o.c s�.m�a oi�
� A�=Rl Base. Aak. Eme.aM RAi-1 - .
MiA Spon End Laps 6" 6" fi" 6" 6" 6" A INTERIOR OF BUIL�ING THIS SI�E
. 12" 12" 14" �=A(Inleimediale Member, 14" 12" 12" 0 �
"RVPBR" Panel a�d�t oPt��ai unc aand "RVPBU" Panel
Fastener Location for Panel At Wall wiND LoaDED DOOR JaMB
�,,,
12" 12" 72" Stiich Screa iape Seal
� 9 1 2" 9 1 2" 9 1 2" 1/4-14 x 7/8" - � � � -
. � At 20" O.C. . .
2 1 2" 2 1 2" 2 7 2"
� Delaii 'A" -
f Shaetin�_Direclian p�a�� .A. �
� All Roof Memhers Eueol As No}ed Belaw Memher Screws 4"+ � �
12-14 x I 1/4" Roof Ponel �
12" 12" 12" at 5" 7'• 5"
Cantinous
2 1 2" 7" S" 7" 5" 7" �2 1 2" Tape Seal �
Roof Pudin
^� Panel
Sheeling Oirecfian �efail 'A"
� At Eave Strut Panel End lao and Peak Pud'n � Secf'an Thru Panel End Laos .
Fastener Location far "PBR" Roaf Panel
��,�
i�
'S5°` °"� °ES`R'�°" � `"•° °5N U S M ETAL B U I LD I N GS
. A 5/16/IJ FOR CONSIROCTION PFAMR � tt CM . - M, � �
1182 EAST NEWPORT CENTER DRNE
DEERFIELD BEACH, FL 33442 s�
PROJECT: JAA1E5 A WIlHINS III �d'�RWpap �� � �
CUSTOMER: OWNER: ���'�
W:.?�3t �+
LOCATION: SALEM, MA 01970
. -� G10 �TE SC4LE PHASE BORDING ID - � JOB NOMBER SHEEf NUMBER ISSUE �6��T�REO�
s/is/ia N.Ts. i a 14-8-10958 DET3 A i