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69 SUMMER ST - BUILDING INSPECTION (2)� ,r . flaIN61A1�6i'9Ef�d1D �PPAOVED 8Y tiiE �plS,p�?jlp p81pH ?�A.P.EF�iT aEIt+IR GRAN1'ED CITY OF SALEM , �, (�, �o `� \ o„o P I . S �.. � ,; �, � �, .: . � a�„�ti �.t� 0�69 svMMF,� IM MYMaie OlMdcl? Y�s No,g !al7dioi a P�apuly Lor',WO In 5T J"�f�� A��' :� tr CorMNY�Ypn Awa? Y�_No_ ew�owc� �wwr�w.�►noa FOR: � �wmu w: wm (Circla which��wr apply) Roof. R�oof. InsWl SidM�p. Con�tnxt Sh�d Pool. R�p�iNFi�pU►aa. OttMr: PI.EASE RLL OtlT LEGIBLY�COYPLETELY TO AVOID DELAYS W PROCESSWG TO THE INSPECTOR OF BUILDINf3S: TFw undareiprwd her�bY ePPUes for e Permit to buUd accordinp to the folbwinfl �� • _ o�s �. �7NON`� k�k �M�K srEVE�s �� a � 69 5vMM6� � c97�� 7�!- ZR33 a�cnaea�s niame I ndd�ess a Pr�«�e t � M�c,�hanics Neme , Address s Pnone j � wt�n�.m.prpo..a ara�� IaA�DEN 5NEl7 ww�.i a arw�noa �✓�.bD a a wwrrp,wr now mM►y wnw..�T_ �.��b�,� yEs �.� � earawd coa ��7�• "' pqr ucorro r N o` r �3 . ..��— � � ,o . ��. XS�. af„�,� sw�c u�n+E �nr oF P�uuar �� s�*� B� �� — �N ��N�S CA�� HfA SF.� f� � MNL PEAMIT TO: ��V�TA'lL (�jUlLl7�S J�g�Z s UMMf.� ST �, h1� 0197D � , . �� .� r � , � ; � � � > . � � � � � -�- � . .� , S � � � o � � � > �1 � � � ` � � � - � . , " � � � � i � . . � . ,_, �., � � , p, � t. . .. . . � . �. � • 4 , ' • � . . i � � Dovetail Huilders (978) 745-8626 P• 1 ' Nov 08 OS 01 : 16p , The Commonweult6 nIM°ssa�husdts t •�\ Department of Indushial Accidenis i -- p�ce ojlnvestigations 600 Washiregton Streef Boston,lllA 02111 I I� �,�sgov/�t lumbers , aon Insurauce Affidavit: Bw'lderslContractorslElectria�s�L .bl �� Workcn Compe�a � �� , �`MQ�� p licant Information �VEr�r� ,�� I Name c�°�°O�°°��a„�: , �q � SvMr►EQ � '� ��5- 86�6 na��: MQ�p►9 �D �t►o�#• 1� ''', 1', c�cyrs�ate�z�p: �al,£M � to«t�=«��+rea�: Type of P 1 ' 1 er2 Check thr�PproP��te bos: o�ntr'u� 6. New const�ud'°n : Are�ou rn emv m� a. D I �m a Se°erat r a�I �' i � �yrs wiffi � eavc bfrod thF mb-mntra�°m 7, {]Remod�lm8 � �, 1. �loyas lf��°t��t�)•� lisua pn du auachtd sluet Y Demo g � lition �� 2.� :l am a sole pmPrietor or parmei- �ese sub-conuactors a. 9. Bm1dmB a��0n t i s �ndyavem emp14Y� . workas' comp. insurer► ❑ ° � for me in anY�P Elocuical aPa�or additions ac�tY• on a�d i� • ; � workin8 5. � we are a co�n l0.[] [PTo aroskers' coa�•��a officets�e execcisal thea 11.❑ PlumbinB rW� or additiona ��ny�,] Tight of exemp�P�T MGL �' 3.Q T yn a L°me°wne�dom8�work e, 152,��4)•�we have no 12.0 Roof reP�s��/7EW 5�J� , OEI rc� myself. [No workeis' �mP• �p�yets, (No workas' 13.uJ Otha C� 1 msurana raquitcd.] � �anc�eroquiral.] ��p. �� I! ��r$n•cor�assion Poli�S'meotmnuoa � �6p�t tLc sauon bdow ehoa'mi �.�t i�cetin;am6. � checb box pi tmmt autmde�°��eubrtut a mw effid� ��,�� t Homeo�''^'b0�Dn��ettae�ed�nwel a5�aet aboa'ini th°��tredma m�dtfiee�wrlcen'ew4•P� '� =Coutractoee�chak dna bmc must e� 1 ees Be1ow u dre polG.Y�lob sTts ' i�r wo rker�'compensadon lnsuronec fa'+�Y p°y � I am ae smployer that u prowd 8 �� O ; �fo,� ��AN� �� . ; ]:nsuranc��mP�`N�' gxpiration Date: I I OI � , W G 27 A 01970 ` ' 'Polic;'#or 5cif-ins•Lic.#: SQ �M M l , �j S�rnMEQ � c�tyrs,��z��--r p numba aad e:ptratloo date). !ob Siu Addresa: declaradoo page(showing the P� ry enalties of a pptch a capy of t6e worhere' compensdon P°��' sition of c��P ! alUes in the form of a STOP WORK OR�ER�a�e � Fa��saure cavcraBe as raP'IIed uader Secaon�25 cll�civ�l pen 2 can lead to the� m the Office of �uto 5250.06 day a�B�t�e vwlato�r• B�e adv�s4 ed that a copy of tbis staument maY be forwardod u��ficatioa ImestiB�n°ne of thc D1A fot� ��/correc� � o �ry th�tlu lej�adon provlded aboNe �m h�nbr� ► "�.Iv�l D : I 1 S!'�5 , �9 • ,i`'� � s' ', phone ri: � a towri u,,�?�tal p,�4c/al rru anl�c D�xd wsUs 7x th8 ans,te be co�d bY bY I permiUt�an+e# � � CH7 w'Tow�n: Ins ector � �' I Ix+uing AuthoritY(c�e one): 1 ector 5.Plumbing P 1_goard ot$eakA 2.Building DePsu��at 3.Cit�'�fown C7erk 4.Electr[eal n�P ' 6.Othe+ � Yhone#• � Coat�ct Yerson: � 0 , � CITY OF SALEM, MASSACFIUSETTS i T PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR SALEM, MASSACHUSETTS 01970 STANLEV J. USOVICZ. JR. TELEPHONE: 978-745-9595 EXT. 380 m qvoR FAX: 978-740-9846 Salem Buildin� Denartment Debris Disnosal Form In accordance with the provisions of MGL c40 S 54, a condition of your Building Permit is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL Chapter III, S 150 A. The debris will be disposed of in: ��M x'F� $�'4ToN (Location of Facility) e�l ��-�/ �, . Sign e of Applicant l ��8�05� Date ,�- a I "I CERTIFY THAT AN ACTUAL ON GROUND INSTRUMENT SURVEY WAS PERFORMED ON JUNE 16, 2005 AND THAT TH _,�RESULTS ARE SHOWN HEREON." �" d�'� DA 1�NZ 1'{ P.L.S. TEPF4ZONI ��F�•�"' _ ►do.;�3720 '� ,o QY a ��!`ES�S�� '`AD GRAPHIC SCALE ,� o � ,� � ,� ( nz �r ) i ��h = ao �t. LYNN , MASSACHUSETTS PLAN OF LAND SURVEYED FOR: ANTHONY KECK 69 SUMMER STREET ASSESSOR'S MAP 25, LOT 612 REID LAND SURVEYORS R 365 CHATHAM STREEf � LYNN, MASSACHUSETTS sos—o4� DPT DATE: JUNE 16, 2005 SCALE: 1 " = 40' k� ' � \ � DH �� (set) qysessor s Map 25 (7 Lot 611 n S C g?� �� 9'� (set) �. �h. !�y Assessor s I J •20. �ot s y (s t) LOT B DH (aet) 9,800 SF.t a� �3, . �h^F' �t� a A ^" 0� Assessor�s Map 25 � 'R� ,=h 9oi' Lot 613 t$i � Aasessor s M 25 �fid� ) +� Lot 679 �Os�. DHSB �(fid) CW I� Asseasor's Map 25 Lot 618 Assessor s Map 25 Lot 677 DH� (fid) f No / c � Tt sT RFET DEED REFERENCE: Book 17g40, Poge 26 PIAN REFERENCE: 758 of 1948 � WoodWorks� Sizer for ANTHONY POWER PRODUCTS I � eeamt WoodWorks�Sizer97e Nov.9,2005 13:03:44 COMPANY I PROSECT DESIGN CHECK - NDS-199] Beam DESIGN DATA: mc==`--material: -=----Lumber�n'Ply ______________________________________ lateral support: Top= Fvll Bottom= @Supports total length: 20.00 (ft� repetitive £actor. applietl where permittetl(refev Co online help) Loatl Combinations: ASCE �-95 LOMS: �force=lbs, pcessuce=psf, utll=plf, location=ft� »Self-weight au[omatically included« Load I Type I Distribution I 3 OMagnitutle 3 ly ��Location I Pattern � I I S[art Entl I Stavt Entl I Loatl . -'_I--____I__'___________I_________________I__'___ __________I_ __- __ 1 Oead F�11 Area 10 (9.00)' No 2 Liv¢ Fu11 Aiea 40 (4.00)" Yes 3 Snow Full Area 90 (9.00)� � Yes 4 Deatl Full Area 10 (9.00)• No +Tributary Witlth (ft) MA%IMUM REACTIONS and BEARING LENGTHS (fovice=lbs� lenqth=in) __________I______10 00____30 00__fc______ `_-�--"e=_ _ _ _ ___ ______ � ___'_�_=a__�_�_--- I " " " __________I___ __ _ _________ ___'_____ Deatl I 4o� 1356 90'] Live I 1013 3000 1013 Total I 1919 9356 1919 B.Length I 1.0 1 J 1.0 dtlMNNAA#88k$kB8NR8MMM##$$$Y$Y$%#SA$ASMM##Rb$X55AMYYYRMRkRRRRMR#$8R88PRY9P$# DESIGN SECTION: S. Pine, No.2, 2x8 3-Plys @ 8.95"1 plf This section PASSES Che design cotle check. RRqA WARNING: Member leng[h ezceeds typical stock length of 18.0 [ft] 8X##NM8tiAM9M8NM#M8#8#X#RA#YCYkANNkAN#AAAA#M#M8N7tNIlAd$kktlkXBkkXk%#AE%A%R#RR# SECTION vs. �ESIGN CODE (stress=psi, tleflec[ion=in) Critecion I Analysis Value I Design Value I Analysis/Desiqn I ____________ _I- - - - _______I_____________ __I- - - _- _____- - I Shear fv @tl = 85 Fv' = 103 fv/Fv' = 0.82 Bentling�+) fb = 83� Fb' = 158"I fb/Fb' = 0.53 Bending(-) fb = 1250 Fb' = 1589 fb/Fb' = 0.79 Live oefl'n 0.15 = L/012 0.33 = L/36� 0.99 Total Defl'n 0.18 = L/65� 0.6� = L/180 0.2] FACTOR$ F CD CM Ct cCL= CF CV Cfu Ci LC# Fb'+= 9"!5 1.15 L�0 1.00 1.000 1.23 1.000 1.00� 1.15 11 Fb'= 9'15 1.15 1.00 1.00 1.000 1.23 1.000 1.00 1.15 3 Fv' = 90 1.15 1.�0 1.00 (CH = 1.000) 3 Fcp'= 565 1.00 1.00 - E' = 1.6 million 1.00 1.00 11 ADDITIONAL �ATA _�_�_______________ _______________________________________ �� Bentling�+): LCY11 = D4 ]S�L+S) (pattern %s�, M = 2"/50 lbs-£t Bentling(-): LC# 3 = D+.75�L+5), M = 9106 lbs-ft Sheac : LCA 3 = D�."!5(L+S), v = 2053, v@d = 1859 lbs Deflection: LC811 = D+.75(L+5) (pa[tern: Xs) EI= "16.21e0fi lb-in2 Total �eflection = 1.00(Defln_tleatl) + Defln_Live. (�=tlead L=live 5=snow W=wintl I=impact C=constvuc[ion) (All LC's are listetl in the Analysis outpuq ' (Load Pattein: s=S/2, %=L+S or L+C, _no pattern load in this span) �ESIGN NOTES:=_ _ _ _______________________________________________________ 1. Please vex'ify that the tlefault deflection limits are appropriate for youz application. 2. Continuous or Cantilevevetl Beams: NDS Clause 9.2.5.5 requices that normal gratling provisions be extentletl to the mitltlle 2/3 0£ 2 span beams and to the full lenqth o£ cantilevers and other spans. . 3. Sawn lumbez bentling members shall be laterally suppor[ed according to ' the pxovisions of NDS Clause 4.9.1. 9. BOILT-UP BEAMS: it is assvmetl that each ply is a sinqle continuous membec (that is, no butt joints are present� fastened together secu[ely at intervals not enceeding 4 times the tlepth and that each ply is equally top-loadetl. Where beams aae sitle-loaded, special fastening details may be requixed. Jab Truss Truas Type Qly Ply ' SALEM SHED 002 KINGPOST 3 1 Job Reference o lonal Wood Structures,Inc.,Biddeford,ME 04005 6.200 s Jan 21 2005 MRek Induatries,Inc. Thu Sep 29 06:52:52 2005 Page 1 -t09 34-0 sOo 7fiU 1-0d 3-0-0 3-0-0 1-0-0 Seab•1:0.8 a�_ a s.ao�z w� Ti T� a � ' 01 5 I$ f.64 II e I a�= �_ 7.p-0 � 5-0-0 � 3.p.p 3-0-0 LOADING(pa� SPACING 2•0-0 CSI DEFL in (Ix) Ilde}i Ud PLATES GRIP TCLL 42.0 p�ates Increase 1.15 TC 021 Vert(l.L) A.00 6 >999 240 MT20 197/144 (Roof Snov,�42.0) Lumber Increase 1.15 BC 0.07 Vert(TL) A.01 6 >999 180 TCDL 5.0 Rep Streas Incr YES WB 0.01 Horz(TL) 0.00 4 nla n/a BCLL 0.0 Code IBC2000/TPI2002 (Matrix) Weight:231b BCDL 5.0 LUMBER BRACING TOP CHORD 2 X 4 SYP No2 TOP CHORD Structurel wood eheathing directly applied or 6-0-0 x purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid cefling directly appiied or 10.0-0 x brecing. WEBS 2 X 4 SPF 1650F 1.SE REAC710NS (Ibisize) 2=405/038,4=405143-8 Max Horz 2=-41(load case 7) Max Uplift2=-147(load case 6),4=-147(load case 7) Max Grev2=545(load case 2),4=545(load case 3) FORCES (Ib)-Maximum Compresaton/Maximum Tension TOP CHORD 1-2=0/54.2-3=372/63,3-4=-372/63,4-5=0/54 BOT CHORD 2-6=-301281,4,6=30/281 WEBS 3•6�/35 NOTES (8) i)Wind:ASCE 7-98;90mph;h=35ft;TCDL=3.Opsf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2)TCLL:ASCE 7-98;Pf=42.0 paf(flat roof snow);Exp C;Fully Exp. G��on s eov�loads have been considered for this design. 1� lob Truss Truss Type QlY P�Y iALEM SNED 002 KINGPOST 3 1 Job Referenee o ional Wood Structures,Inc.,Biddefad,ME 04005 6.200 s Jan 21 2005 Mi fek Induatries,Ine. Thu Sep 29 06:52:52 2005 Page 2 NOTE3 (8) 4)This truss has been desigrred for greater of min roof Iive loed of 19.0 psf or 1.00 times flat roof bad oT 42.0 psf on overhangs non�oncurteM wRh other live loads. 5)Dead loads shown indude weight of truss. Top chord dead load of 5.0�psf(or less)Is not adequate tor a shingle roof. ArchRect to verHy adequacy of top chord dead�oad. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quaidy assu2nce inspection. 7)Provide mechanicel connedion(by othere)of truas to bearing plate capable of withstanding 147 Ib uplift et joint 2 and 147 Ib upliR at joiM 4. 8)Drewing prepared axclusively for manufacturing by Wood Structures Inc. LOAD CASE�3) Standard y ' I' lob � T�usa Truss Type �b P�Y 3ALEM SHED 003 KINGPOST � � Job Reference o tional Wood Structures,Inc.,Biddeford,ME 04005 6200 s Jan 21 2005 MRek Indushiea,Inc. Thu Sep 29 06:55:32 2005 Page 1 I � s�oo I 3-0-0 3'�'4 &ale•I:H.S II dM= b.OD�S W1 T� R � 1 � I� �M= ]M= ]4 II 3-00 � 6-0-0 30,p 3-0-0 Plate Offsets X Y: 7:034 0.0-10 3:0-3-4 0-0-10 LOADING(psn gppCING 2-0-0 CSI DEFL in (Ix) ildefl l/d PLATES GRIP TCLL 42.0 plates Increase 1.15 TC 0.23 Vert(LL) 0.01 4 >999 240 MT20 1971144 (RaotSnow=42.0) Lumberincrease 1.15 BC 021 Vert(TL) -0.02 4 >999 180 TCDL 5.0 Rep Shess Incr NO WB 0.08 Hoa(TL) 0.01 3 n/a n/a BCLI 0.0 Code IBC2000/TP12002 (MaG�) Welght:221b BCDL 5.0 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly appiied or 5-11-5 oc purlins. BOT CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling direetly epplled or 10.0-0 oc braeing. WEBS 2X4SPF1650F1.5E REACTIONS (Iblsize) 1=720/43-8,3=72010-3-8 Max Horz 1=•23(load case 5) Max Upliftt=-210(load case 4),3=-210(load cese 5) FORCE9 (Ib)-Maximum CompreasfonlMaximum Tension TOP CHORD 1-2=-1009/275,2-3=-1 0 0 91274 BOT CHORD 1-4=-2351692,3-4=-2351892 WEBS 2-4=•124l482 NOTES (8) 1)Wind:ASCE 7•98:90mph;h=35ft;TCDL=3.Opsf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone;carrtilever left and right exposed;Lumber DO1=1.60 plate grip DOL=1.60. 2)TCLL:ASCE 7-98; Pt=42.0 psf(flat roof snow);Exp C;Fully Exp. Continued on a e 2 I � .y I , Job� Tniss Truss Type aY P�H SALEM SHED 003 K1NGP0.ST 1 � Job Reference o ional Wood Structures,Inc.,Biddetad,ME 04005 6.200 s Jan 21 2005 MiTek Industries,Inc. Thu Sep 29 06:55:32 2005 Page 2 NOTES (8) 3)Dead bads shown include weight of Wss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle raof. Arch@ect to verffy adequacy af lop chord dead load. 4)This truss requires plate inspection per the Tooth Count Method when this truss is chosen tor qualfty assuronce inspection. 5)Provide mechanical connection(by othera)of Wss to bearing plate capable of withstanding 2101b uplift at joint 1 and 2101b upiift et joint 3. 6)Girdar carries tie-in span(s):&0-0 from 0.0-0 to 6-0-0 7)In the LOAD CASE(S)section,loads applied to the face of the truss ere not�es iront(F)or back(B). 8)Drewing prepar�exclusively fw manutacturing by Wood Structures Inc. LOAD CASE(3) Stendard 1)Snow:Lumber Increase=1.15,Plate Increaee=1.15 Unifortn Loads(pl� Vert:13=-158(F=-148),1-2=-94,23=34 ' F , Jo6 Truss Truas Type Qty Pry SALEM SHED 001 KINGPOST 11 1 Job Reterence o ional Wood Structures,Inc.,Biddelord,ME 04005 6200 s Jan 21 2005 MRek Industrles,Inc. Thu Sep 2906:51:10 2005 Page 1 -iko 4ao &oO �o f{W dh0 4-U9 1-0-0 SnN•1:101 IY= ] 8.00 r WI T1 TZ 0 t � B' g I� B 1.Sp II 3!= J�G= dp.p � B-0-0 __ 4-0-0 <� LOADING(psn gpACING 2-0-0 CSI DEFL in (Ix) Udefl Ud PLATES GRIP TCLL 42.0 plates Increase 1.15 TC 0.47 Vert(LL) A.01 6 �999 240 MT20 197/144 (Roof Snov�42.0) Lumber lncrease 1.15 BC 0.09 Vert(TL) -0.01 6 >999 180 TCDL 5.0 Rep Stress Incr YES WB 0.01 Horz(TL) 0.01 4 n/a n/a BCLL 0.0 Code IBC2000IfP12002 (MaUix) Welght 271b ' BCDL 5.0 LUMBER BRACING ' TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applled or 60-0 x purline. 60T CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid celling diredly applied or 16-0A x bracing. WEBS 2 X 4 SPF 1650F 1.5E REACTIONS (IWsize) 2=50910.38,4=509I0-3-8 Max Horz 2=-50(load case 7) Max UpIHt2=-173(load case 6),4=-173(load cese n Max Grev2=666(bad case 2),4=666(load case 3) FORCES (Ib)-Maximum CompressionlMauimum Tension TOP CHORD 1-2=0155.2-3=-541/99,3-4=-541/99,4-5=0/55 BOT CHORD 2-6=571422,46=•57l422 . WEBS 3-6=0l47 NOTES (8) 1)Wind:ASCE 7-98;90mph;h=35ft;TCDL=3.Opaf;BCDL=3.Opsf;Catepory II;Exp C;enclosed;MWFRS gaWe endzone;centilever left end right exposed;Lumber DOL=1.60 plate grip DOL=1.60, 2)TCLL:ASCE 7-98:Pt=42.0 pef(flat roof snow); Exp C;Fully Exp. L�b4{�i�e�on � e°��ds have been considered for thia deaign. .ldm Truss Truss Type q�y p�y SALEMSHED 001 KINGP0.ST �� Job Reference o ional Wood Structures,Inc.,Biddefad,ME 04005 6.200 s Jan 21 2005 MRek Industries,Inc. Thu Sep 29 06:51:10 20D5 Pagy 2 NOTES (8) 4)This truss has been designed for greater of min roof live loed of 19.0 psf or t.00 times tlat roof load of 42.0 psf on overhangs nonconcuneM with other live loads. 5)Dead loads shown include weigM of truss. Top chord dead Iwd of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy oT top chord dead�oad. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurence inspection. 7)Provide mechanical connection(by others)oi truss to bearing plate capable of withstanding 1731b uplift at joint 2 and 173 Ib upliR at joint 4. 8)Drawing prepared exclusively for manufaeturing by Wood StruMures Inc. LOAD CASE�S) StandaM � 20�_�� 4X6 GRADE BEAMS LEVELED ON BLOCKS AS REQUIRED 8�-�� 2X6 PT JOISTS 3/4 UNDERLAYMENT 6' 0" � 6'-0" �-----------• � � � � � 20'-0" �� ; II 4X6 PT BEAMS ON BLOCK --------------------------------------------------------- ; ; 2X6 16" OC FLOOR JOISTS ', --------------------------------------------------------- , � 3/4 ADVANTEC FLOORING , , � � � 2X4 24" OC WALLS 4 ' � m 1 /2 ADVANTEC SHEATHING � ; ; a 15# FELT W/ WHITE CEDAR SHINGLES 6" EXPOSURE ; ; ° ROOF TRUSSES 24" OC -----------�-- ----�--�-----------�-----�---------------- ' ' 1 /2 ADVANTEC ROOF SHEATHING -- ---------------- ---- - ----------- ---- ------- � � n 15# FELT W/ WHITE CEDAR SHINGLES 5" EXPOSURE 2,_0„ o T & G PINE SITE BUILT DOORS �° PINE TRIM _______________ SINGLE GLAZED FIXED SASH WINDOWS --------------- 3'-°" PT RAMP & STEPS TO GRADE AS REQUIRED ,_o„ i I I , I � �0-,8 I , � I � � � � ' J 'i „o-,s i