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HomeMy WebLinkAbout88-88P Eastern Roofing Site Plan - PLAT PLAN FOR ' FREDERI CK W YOUNG 8 Q UD RE Y Q. YOUNG TRUE i NORTH �pW�pN� CHAPEL ROAD , 5 �� as 0 ' ��•z� - SOUTH wINosoR , coNN. P ,Q• - .� SCALE - I INCH = 4{? FEET AP R l L, 1983 ADDITIONS MAY, 1983 REVISIONS R N p`PE ° OCT., 1983 APR. 26,1984 /NC O .� /�'c, ��7.zg 30• PETERSEN a HOFFMAN — LAND SURVEYORS F �_ 0 °•�`+ `�•�l�c,o 1169 MAIN ST., EAST HARTFORD, CT. t 06108 ) •• i IM PeA q/ 2./ J O` , �q MN TOP 67- 65 �4, ,p lr1v. (,0.11 V .3�• �o. F /tiF r Q 0 G rQ ti �./ tu LZo r �qY yi t� w % ,4 T 40 - L *b9 v�S /- 66 \ S`c� NOTES: ENS ( I } THIS PLAN I5 BASED UPON A PREVIOUS MAP'OF'.THIS PROPERTY " o FROM THIS OFFICE FOR CHARLES a WALTER JURGELAS, DATED FEB. 1982. f C7 ( 2 ) REFERENCE IS MADE TO A PREVIOUS MAP FROM THIS .OFFICE " 00 'p FOR ROBERT D. MILKIE, DATED SEPT. 1981 , SHOWING PROPERTY ;. Q On.00 `�c^ ADJOINING THE PREMISES SHOWN HEREON ON THE SOUTHEAST ( 3) ELEVATIONS ARE BASED UPON METROPOLITAN DISTRICT-COMMISSION 4ti TOPOGRAPHIC SHEETS 244 & 311 \ . _ (4) un�JerN fFsu4l hrl5ca ry from sewer / P 9Hs) Ensrir�2e1'll�� 1>elat,I w hor- AREA Sp = 4.810 ACRES " �' s ry F ZONE REQUIREMENTS: .D MIN. 35 � J MIN. 10' �' t YARD MIN. AGGR. 20. \ ,i YARD MIN. 25' ro 6 o,00 Rp F� 90n,0 `Rp1y PIPE SE TO FREDERICK W. YOUNG a AUDREY A. YOUNG, SAVINGS BANK OF MANCHESTER, 8 CONNECTICUT ATTORNEYS TITLE INSURANCE COMPANY: 1 HEREBY CERTIFY THAT THIS SURVEY WAS ACTUALLY MADE UPON (1 •-. o THE GROUND AND THAT IT AND THE BOUNDS AND MEASUREMENTS , SHOWN HEREON ARE CORRECT WITHIN THE STANDARDS OF CLASS A-2 OF THE SURVEYORS ASSOCIATION OF CONNECTICUT AND THAT, '7 N UNLESS OTHERWISE SHOWN, TITLE LINES AND LINES OF ACTUAL rY �F A" POSSESSION ARE THE SAME, BUILDINGS ARE LOCATED AS SHOWN �� Og-a �o AND DO NOT ENCROACH OVER OR UPON STREET, TITLE OR BUILDING �S pJOa' LINES, THERE ARE NO VIOLATIONS OF ZONING REGULATIONS WITH -; oR a T 4p REFERENCE TO THE LOCATION OF SAID BUILDINGS, AND THERE ARE NO _. C0 16' EASEMENTS OR ENCROACHMENTS AFFECTING THIS PROPERTY APPARENT RF C Ms�. FROM A CAREFUL INSPECTION OF THE SAME, 41 s' �� cb &.4CC APR.26, 1984: � 'b?�. �iri`+• Co a SNFQ O /Q M \ in� .�. p CQNGS� M/R Vw;aa C^ � VTd � t MERE AU #� V , co 03 p Al G+ !F � �0 •y t �I. r M0� 1Nc LNG . , N AV M AWM r3 X?4 G46- Lul ra p u G/y C N.B. 6107-132 F.B. 43-68 M. 72-53, 5I-42, 73-39, 71-17 OF .. - ion 07 w� 1540 SULLIVAN AVENUE SOUTHWINDSOR, CONN. 06074 soA.co'� AREA CODE 203/644.2511 `��`�,'• ,^�`w,I,✓. 2 December 1988 Thomas Young N .a 31:7 Chapel Road South Windsor, CT 06074 0=A PP #8.8 88P, Eastern Roofing Site Plan !ZS VZ N w Gentlemen: -� ,��, C a `� •C We are pleased to advise that the Planning and Zoning Commission voted on November 29, .1988 to approve the captioned application for - .••+44w r._ t a site plan of development in accordance with Drawing #1 of 1 dated 9/21/88 revised through 1.1./16/88, prepared by Lawrence Associates/TMR, and with the following modifications: Prior to commencement of any site work, a meeting must be � : held with Town Staff ., 2 . No building permits will be issued until the final mylars have been filed in the Town Clerk's office - 3• This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission. . F 4 . An as-built plan is required prior to issuance of a ; Certificate of Occupancy per Section 4.13.10 of the Zoning 'Regulations. . �• All plans used in the field by the developer must bear the stamp and authorized signature ,of the Town of South Windsor. 5• ' Screening of dumpster is needed (slatted chain link fence t` is acceptable) . v co 7 . Attach referenced A-2 survey. d1 N 8 • Flow line elevations are needed for proposed- and existing drainage piping; specify type of 8" perforated pipe. VL • f W D z CE CL 4 k= i E J Thomas Young -2= December 2, 1988 v J F Black and white transparent mylars of Sheet #1 with the above modifications, together with three blueprint copies of the entire set of plans, must be submitted to this Commission within 30 days to z be stamped and signed. The letters of approval of this Commission, 3 as well as the Inland Wetlands Agency/Conservation Commission, must d be reproduced on. the mylars. After the mylars have been signed by the Commission, they will be _ returned to you for filing in the Office of the Town Clerk within 90 �1 O V U days. After filing these plans, a copy of the receipt must be U y` submitted to the Planning Department. �-- - U3 o Very truly yours, V fl W P NING AND ZONING'COMMISSIONSL - tip. � � � � � -_• N Raznond F. Hallowell, Jr. .= 4 Chairman d cc: M. Gantick, Director of Public Works V F. Shaw, Supt. of Pollution Control 4 r o J. Collins, Chief Building Official �1 E. Belleville, Assessor W. Lanning, Fire Marshal M. Banach, Planning Director 0 Registrar of Voters a Inland Wetlands Agency/Conservation Commission PZC File Engineer Applicant • t DRAWING TITLE �., -To rbMAarN IG 61 h r SCALE DATE DRAWING OF Z ,3 ....: .. . .. \. { ` \. < ( - .1 • 1.'. i : : . .. . • .. ` `• i . . .' _.:... ... ->.. .. .:. ;..: - - �::.. OWNERSH{P OP DOCUMENTS- - i ., .-. . . . . ;, . , : . t � � x .. .. - r-- U . . . . : . 1G .. .. :_- ,. . .. •.:, t�+.' .. p: _ j This document. and me!ideas and tlaslQns . :. . .,:....t+�J ` 13 corpora :a NP�� G�: �; In tetlhareln,asenlnstrumantofprolsssional .: .. .. • < r ort othhe ArchlteCf an61a not t0 .. v J - I . MAP..)o� E. MtW. -t 1(,'�1 :.•- ^ '` . V c... � t �* - be ulsed Inhwhole or In pact,lot any other pralsU ' I - `' without thew author I the Architect. . : .... .: "� • E 1S� ptQaY�bt: �aGt2 .t�tr4C �t,A S o,?�1xE� `tl-ty �o - 1{�d t is. rinen l:atlono t �� .S L r-1 L rtk- �ir/HG "�b 5G� puMlrPS` 1PE I p 1 ► \ . Zo. F��.S!-1 (ZZ.D•17�.' - - Zo3 los L' G'" 3 d'1 _ - REVISIONS ,F- _ _ NO. DATE DESCRIPTION n f 6%sr t t I , -1, - L- - ': _ - �2�. o _ t i9 .. Z�a �- �("}��O' _ _rat, "' 0 y 1� y f ta4c' r i r 0 .N - ,, iiR % a� ♦ _ : ... r - M p \ 1 - ✓. 13tZ.1G.k, 'A s tz :c�'r�' � t t "" a F.. _ . -t N o Mew pt�.l I 9 V ( I -��` cj ii3 .0 - - . ' Colo - .: , : . rt - _ • A• ,1AL' �'fxS L1�G.EISiJGI GrE ?�1 :1~: p ( r p€2o oSirF� ( - ;Sc� , t 1 �.. j'., rtG1 I -r !GI p vt 4 " ".- �% t 1 p -- vp ,. , T� Goca�al2M •ra Aa.SN V N.�S_Lv � Z -� • - tout► 1� �v5p12� • `- Pa ht✓-wt ' . . p r To►.:.Ii r,W! �4 1 . r, tea. r�M. A �F...�. . ,3 _ - - t. 1r r �r , �= 1T . T,r .; :_ a Q Y Tw `� �: c„,.- - ' •'°�.. "..;x� _ !.'' I3tzc�ktW.>~1 c�rI�t�tt . of .- :tz. 1 t _ _ `I�l u t3 \ I �` � S G5 N C wX v e.L J ` _. - per' . �� �y� 1-1 v tr otZ L ow 12i U�UR w s HU" I M � � \ 1 � 1 �I � _ � �� 0Cl) O CY`� j I __ - V MIT t t� y�-TE ► D T`�n i 1 �, 'q �;�,m ,_ - - t r. t y .-�' non o rr .�tiA Mtn , T �.t~, rA3 3 "r o N v►+� ` l I y �'- cw,�y �' ' �i1%I�J'' .0►_0". Z-U. _ �• .1t.. .-_ � - 1 ./"�`` . / t I Jlil 4PM-- 1'. I yJ A tl'i C!r W 7 'a 3 C i to LL'.�95 G►t=S A L.lr Alt '%gs 'l ' raw C q (n.� . • Z ',. t S �\ ` % i ��• f rO�o. o o V! C\3 v- C C ` ,.,0' \ t 1 tets,gr z v <03 3! U� �S tCf *v?� N to G3 ��ow V:)I wt TK 1 0 UN . • z �-�' � 43 . � t - ` r t o I,a3-t= 1 /G 1.78' \ I �Ew w ate vs a,� ?� t r ](r .y,sFsx . t= �,5 :�I`,fAr_b �� �V . \ \\ I ■ -Sslc�r4 �-�G � R: PROJECT DESCRIPTION S Pr,or to any grading activit , hay'baies are"ta be:46stat'led as.shown,and shalt be ! / t�� 4 maintained: in place until construct ion As comple#ed.and/or the area:.ts � , � ��{� � �� As shown on the site plan, this pro,ject'-consists of:one proposed sfiorage \ stabs L,ized::to the satisfactlo of Town Staff;: G >K V.>ZteoT PIMA try} f: pAt)E. �,,,� buFlding to. be added at the :rear of the site with approxirhately 3000 square '' h t '1 - 'F' lG�,yC feet of s#one paving:to be drained by:a flow diffuser, leaching system. CP Aftcr.;,:tnstatlation of drainage• structures ha -""bale's sliatl, be immediate[. insfatied'': \ CIS t��,�Irl � ' C�?r4R1` �G ......., ._,-.,:.. -._-. __, .- __ .r.,n_. _....,._ :.. ._ ...- - , ..; Y. . Y \ ryG Z�t.o dI� JSA�S ' ' around catch basins, as•shown uMt t't f i nat pav'i ng and:ground;slats i t.i xat Fbn has been . '' 4 \ T Colo. �� W .I. Alt imptovements are prop_osed't`n, accordance with appropriate Town of•_South achieyed, ' : ♦ I _ _-- r+~LV tp�•'y `" • Windsor "regulations.'. . .. \ ZLD�N t�1 ��S �S . ... . . Temporary stockpi tes cif •siripped material shall tie s read and*grad6d as Soon as is 6 v 6 .3 � t �Me%_0y f_ t20 SGt7 Uf4t7�►'a(gq r_004,t7 ' I - 1. P \tI*l 3 r __ , as FX�-d 1/ . - 6,tom''.. u,.nn„u...... ,, ' ' The faltowiny sediment and aroslan'contro€ m@asures are intended to m#;tiaate any adverse : pra�#icabte; however no stockpiled materral .shall'be left for more than �0 days 1L! t `�A t �'��tG 1 without the esiabli,shment .of a'temporary vegetative cover. k / I "'" + 4 environmental impacts from construction of theseAmprovemenfs. - • . . \ \ ! .,-._.. , 111 E5, The installation. and maintenance,of all sedi.men# and ernsion.contro€s is the sole , \ p I `\C,� A ;�v �p B. GENERAL SEDIMENT AND EROSION-CONTROL REQUIREMENTS responsibiti;ty o:f the ContCactor. � � ~ \ A R F_ A 4, g GR� `�V•� co ts�'- ' . . _.. ....- _ . . Q_ � t JC e.. °s t tis 7_ + - --•- 1'. All construction procedures shalt be In.general accordance with the "Connecticut . . • '.; c.: u Rl = :.� a,�� 9 x'-W Guidelines for Sott Erosion and $ediment Control",by the Gdnnecticut Council an C. ,EOIIENCE Of COIJSTRtiCT10N , `� � G7\ r _ _ _ - - - -G7----- -�� I : �:cn �.�,+ ,,,; �- +g Soit and Water Conservation. I'. Start up ctt radin acti`viiies shall6e 1n as soon;as -s.pracilcabte during the'• � � . 15� � / % I`�:4s �`"'-' � U; u7; e 9 9 9 / ` v: -^� I :... `. f imPendin :construction ac#iv.i_#ies: d 1,; r�.,� ,- r N Fait of. 1988 Town Staff shat�t be ;tire#Ified o g 1 , , '/ / N �� 2: . 1'rlor to the ,nrttation of an site work the:Contractor welt assl n £roslon 8 . :r:_:: ;.. _ .. ..- W_ . ,:_._.,, --..�ttt 1 y g N �f•., .� d Sediments#inn :{''E 8 'S > control responsibili#y #a asupervisor who. -is familiar with ' � 2. Material'speciflcat.Fon for,to`psait, see' and mulch straitonorrn :#a / ,� / ��,,� \.� t>` that 5pec1'fied in the.Conriect:lcut DOT S andard.5pectflcat.ions .for'Raads J I I� k / •,',alb 4111; ,a #here plans and wit�L be ,avaitable for on-site inspection and supervision.' That r , l r,- ,u 9 1 Srid es and Inciden#at Construction f• - ,I,„„rI,11"n1 persons name and poone'nuMber,shaLL�be supplied to Town"staff`:for contac# during 9 - 1. 4rm 8-i3, Section m:13.01:Ahrough ; . � q ` / � 1'l�� ��� t2��r� � emergencies. . m. t3.06. l U l \ t I -_-_. 6e •_:,.._�.- � 1A D i M F+ ,.� t nap s I D i #uc n of i !~?C I T Nt ��� 3. As er Town re ulation� the E 8.5 Control 5u @rvl o halt �mak w in lion � ... '�• s ba ce ex st:ing ground shatt'be•ltlmited�#o areas of proposed, S W � u+ i P g P s r s a eekly spec s - ; Q � �, � ! s V't�© "C*f IN of- atl sediment and erosion controls and undertatc@ corrective act ton as required to slope limits. Construe#ion shatt: be"planned-in such a.manrier. so as #o \ / minimize the-area of bare soil at:,an 1v n Ime _ �. assure satisfactory, apes#ion: Regular reparts.of. inspectians and aci'ions shalt be ; y g 1 { / W . = - - .. ..... -_.. .. - . _ 4 ...... _„ ._-__-,-„- 4 > f � supplied is Towri staff ai,:Fniervals specified by the Siaff. 4. Rtacemen# of to soil ♦\\ pC 1 / t W p ,, seed and mulch for b t t.;d,i sturbed areas .sha L t be W 4. ' Care shalt be.:taken during;construction to ins#all and maintain all sediment and completedi prior,tta'Fall 1988: In the ever'it fiha# seeding:cannbt be met " \ +` Q { ti I �...,. .,.,�._� I I- 4( erosion controls 5o as to'contalri'eror#ed sediments an 5i#e: - Regular ntain#enance . . ` by this `date, ;all disturbed areas shall'be"temporarily mulched through Ist � �� f I �` - - W : 0 shall be underfiaken as required to prevent Ahe discharge of •eroded sediments into- Spring 1989,arid`seeding shalt'be completed p,r:€'or t:o May -1, t989. .. . � 680 r, . � � 11 / {� - �- �Z� ` e �` Y : drainage systems or water'courses.' .. ;..: I_ . 'b f 1 d Q !- I . I �.�tosjEt�<a I -� T � o �•. t t,.o� tat u P_ W v�. 1� d -=: , , w I i= sa o 5�3.ot'� DEAD (o' Stt7�. `(iizt9 I b3• ZL - / M� t I Ii-W 1d3.3 Cp I� o m --- t I W 2 H.Ir y I t4 C.�NT' VSG�''4 Jt2. N/r e-��{To A t� Fro u t5i°. G. MAT+I iZ. r PIP ��- I i .r �1 NttiN Cg1ZL�t7 o o 1 Z�� t�t�{✓uSd3�S a �® I W : . 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I.o XW- Z ,o 333 113 / . ><' % Mlrl �d �� ✓ l5 r� �l r I0 r 2 2 3 -0 stake , '� EF. } MA)(. d�I t � D 2 er bale , RAWING TIl t_E t P t 4_ LAA I �'}'� r. r z .Z U t: t 1 r M,� I�� � r d �� 11 1 � C:/ i I'` t o o t2 A 1-I 1 G I 18 x18 -A 3 0 ha or o 0o s Z Za s _ i v --� to t t 9 :: T ' �1.pC� 1 r straw bales Gov t±,�a�• 607. MAX 3. 1 3, t3 ,. v ..tu>•L.t. �� :, �' ;:•,A M' p AVIr� ;Zr, so goo s s 9 a s� I -i . direction of flow--�) \ • 0 r O O ti/ : . PJ4YIr44 � GoV6P_AG C t 5,Z � t Z,'l / � c CJ . x1 �� { t r zoo s 27�0 0 2 v i 7 F �c,DC'y ��. r�C Ate- �, o f31.t7Cg \/LNG Gv 5 9a MAC !8 t t1 \c=-( F scAt E DATE a --- Q . " i 'A� I IZIGI ,r I PP05rF_1 L i/z � c.•oyt Fr.� a S Ay dittovf� j(-/(a P�9 r 2 To .L.. �t S-f~e1#�P� .r� �2 .�, �, aoo �{� i at drainage s#ructure at slope - • . ` - - . ; . KEY IVIAP L i STRAW BALE BARRIER . ' ' E: -zoc':o" .�l _ � - OF , not to scale -�... ,.,,�-�,..� . '' �, DRAWING Z I �� ' a+,•u araxrivss v .rr�twlltra.w�oo�s,�re.et.�.lumagas..trvaa['f�l+zT^�=>Citxsa•�aaeCSrwcrclaw Crxi'z�' - wnoo.anr. 'aC^�ssf74t';r�A1iR7ti:*•. 'L1. .. •rFt'�l .rat -!. . ;�I .i�?:• t�:, •:v•�.!.". >�rr7.•f ill' \ _ , ;l t;.j •e. pry/:!•, ..t:'t ' ;t .•:,}} t c �.a rnt_ii• i;i '.j;a"'i'4;1 !•��: � r > i / tit • ,, A ♦ . r.'�:,1 r •}mot. \\ MORTON BUILDINGS GENERAL SPECIFICATIONS `'� :- ��r`�' ,t�� r2:`'� LAMINATED COLUMNS -- No. 1 or better southern yellow pine nail laminated 3 member S4S columns _ ••••�i.,4- v�-' ,Fi_u5�' .'tit•t: A,V:: treated below grade to a retention of .8 pounds per cubic t.+ used in Morton Buildings are pressure trea � 11•` ''�''�"' •Ja 3foot with Chramated Copp er Ars enate ate Type III , Oxide type, as li sted in Fed eral al Specification tlo n s lam inated aced wit h bedded i gr ound d hall be l e column embedded n 0 0 of the l , TT-W-57 J. treated portion 1 The r 9 P stainless steel nai ls. nl l n , SS FOOTINGS AND ANCHORAGE Cnl imn holes are dug 4 feet min. depth below gradee and ready-mix concrete .:r.:.:, � ! rm ,:'oa are in lace note pl ans s f t s�ze- & yPe ) T o a _ga1vni edPads or dry concet i \ ) G _ ] , _ .a .� .� a 1 e poured ...'1 'S 0 U r ..�•... . Additional concrete mix 1 -:f• . column. , placed 1 from bottom of 1 n P �.! .��• feel angle e base anchors are lac r •:<s n a n 9 ,{ ~mil •.7 •t ++t "i• •ii - ir. 't✓:f. �l vC r, t 8intervals. :!a c om acted i 1 ed with soil andrr"e backf 1 around base of column then - e low pine 2 x8 S2S and center m - S BOARDS as boards are No. 2 or better southern 1 p � •• , SPLA H 5 1 h Y i o .la pressure treated to a net retention of .4 pounds per cubic foot with Chr mated Copper pp Arsenate '-• , ,., . .� I Type III aide type, in t Specification C2. � YP O YP accordance with American Wood Preservers' Association ..r'" .ice"• One row is furnished for building on a level grade. �r� ;• .- :r -�k", - " 11 spaced approximately 30" FRAMING LUMBER Side Hailers are 2 x4 S4S SPF 2100 MSR p PP y O.C. with all � `ti,,l; ��'�`'--:. •,�;�� _ �• :: ' �•c � � r>< titiu,>.�� Sri. r columns. Roof purl ins are 2 x4S4S joints staggered at attachment to p f} � •tti;i; ., l::-�,�l-•s��:;•.;,... +, . +. 11 11 No. 2 SPF Or better on �� �-+:�``t. ,.: '��,._--_ r�. ''rT.: i�•�ca��" :•,=� edge spaced approximately 20" O.C. All other framing lumber is standard grade or better. i ROOF TRUSSES - Factory assembled with 18 or 20 gauge galvanized steel truss plates as required 1 and graded kiln dried lumber as specified. In-plant quality control inspection is conducted ! E ' Y under the auspices of the TPI inspection bureau. Trusses are designed in accordance with current ' I ' standards and specifications for the stated loading. I hereby certify that this plan and r " W 11 w c H E E T I D F. specification was prepared by. me or BRACING 0.035 xl 1/4 high tensile steel construction X-bracing 3n all unobstructed corners . under my direct personal supervision a and that I am a duly registered Lateral truss ties and end bracing as needed. SHEEN' DESCRIPTION Professional Engineer and competent ;` min. , - C,r,_- ;- .=-o- -��- - r_ >� • •_. ,.ry ...-> _.,r f�� r -, ,.. r G90 zinc galvanized steel �iith an ?dditional baked-on Kynar 50O to prepare this docun�nt. SIDING PANELS - 0.019" UOF 4 SPECfFiGATIONS SHEET INDEX t finish. Color is 1 mil thick on' exterior. (Kynar 500 is a registered trademark of Pennwalt Corp.) CP `\ `fl • " 2 OF 4 COLUMN PLA N & ELEVA TIONS �`y ROOFING PANELS PLASTISOL - 0.019" min. , G90 zinc galvanized steel . The top side of the panel - _ ( ) �` .•DATE -1-2q "fig REG. ND_ -•1'.+ �•:�� shall have a baked-on plastisol coat with a minimum paint thickness of 4 mils. OF 4 SECTIONS & DE TAILS TRIM - Dle-farmed trim of 0.019" min. , G90 galvanized steel on gables, ridges, corners, base, OF 4 TRUSS DRAWING E I windows and doors with same paint finish as roofing and siding panels. GUTTERS - 5" box type gutters, color to match trim, on both sides of the building. HEATING PLUMBING VENTILATION AND ELECTRICAL WORK - By others, not part of these plans.- NOTE: MORTON BUILDINGS GENERAL SPECIFICATIONS apply unless indicated differently on specific j✓ Y! job drawings or supplemental information. 335 PLAY 5-88 j F, Y. E: = W ST 1 LD MA, SCALE: D�A��ra B, . �! FP.E7YCH ©IaT�-, �9-�27 88 ��- ,• _ r: � �� EASTERN ROOFING OFFICE T .� - �} N I CHECKED BY: f , ,' DATE: -�n r "4�', fl mil. ti: �� �! �{ 05ALEAN C SHEET I�dO. r • REVISEDN � ' FPE DEPICK YOUIVG SOUTH VV NDSOR CT, i�o. _ 115 -I Rn d •.sc i - 1 5� ,_ N.......PLA-N.. . -LEGEND C) L.-U M .. © AM '-C.OLUMJV - LDCATIO/V. 0�E"A.p E R E D T R U.55 LOCATIOlq ;� t ❑..� 2._ 3068 pm PLAIN W/aLK,DDo1 5 I q" 0YER HEAD DOORS . =W/_JAMB - pRoTFC T.o S N I j 8 -- 3' 6 -5" SkYL1TES R I Ozl:.�, 26..,Td: ._FDOTlNG w/(ro'') THICk R �A .I�Y .Iv� lx PA_D . "_oR-_ 3)- 50 BAGS SA C k R E TF" 1 I.�V.. .HOLc AND PPE-MIXED W/WA7-,ER ` I ! AND At-LOWED TO HARDEN AND } f )= 50 aA�sJ..PRE --mtxED WHEN sf�T-TING c0LUMN. =.:.CON1.P........ 6 U t L U i�JG :.fS I.D E...S.___V EN_T_ED) 4 f ° o 0 0 26"0 9 f .� 2 2- 3 7, Y i _7�63%' � i_..� rf2���: wZ' �y�' �' � �r- '- •.w _ G. TT_ T - T e l C OR N E R_.T.I+l A4 5 T#6�--BS _6_U_.T_.H L E VAT I.D IV- 6 GABLE 1 { {F O ✓ - �IT = E�?y71 D_!_4l u 1 DRAWN BY: P. FR tkiCH DATE: CHECKED BY: DATE: , LMNINCBUIw, A s T,E R,v Roo F-/ Pd G 1/V,ES T Ff EL�REVISED BY: �, , OFFICE /Vl�l• SCALE:Q -- F D �'/C f.: . Yo 0 m C-- _ SovT'H WliVpsafi ,.. 7, JOB No. SHEET No. z . of _ -- T 4 I — 3-26 LAMINATED TYPICAL LUMBER SPEC'S COLUMN MATERIAL GRADE & SPECIES DESIGN VALUE Fb 3-2x6 BOXED 2x8 2x10 2x12 No. 1 SYP 1600 PSI \. COLUMN Columns No. 1 SYP 1700 PSI 2x6 No. 2 & Better S.P.F. 875 PSI -----TO IS f 2x4 No. 2 & Better S.P.F. 1000 PSI .�_ Micro-Lam- _-------- 2800 PST 1'2"x17'z" JAMB Glu-Lam --------- 2400 PSI NIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. J 155 _ 3 JAMB DETAIL PLASTISOL HI-RIB STEEL i 2"x4" PURLINS 2 D �O.C. (Noc I r PF) 2"x4" 'BEV. PURLIN 5" O.G. GUTTER 2"W' BEV. FASCIA--- S.C. TRUSS Tw'I44 &T.T 146 FASCIA COVER (2-) 1/2"A7-%,!H. BOLTS PRECUT SOFFIT ( 2) 1/2"x5-1/2" M. BOLTS & S.C. TRUSS 20d R.S. NAILS 2"x6" OVERHANG NAILER YNAR ! HI-RIB STEEL 3-21x6" LAMINATED COLUMN r (5 ) ROWS 2"x4" NAILERS ® (2100.f MSR SPF) (4) 2"x � STUB COLUMN � ' Ib , o„ ; GRADE TO HEEL �,;X izi� �,✓� =;� ,� SIDEWAL.L, SECTION AA �. HEADER HATLMO n1vNEDLU -7o HEADER ST'L MPH WIND LOAD 2"x6" BLOCK KEP�XR C0Ll C®LlD;31 Iz x i i� ,Loc J 27 r1 c_n.CJ-Uit'� ,;E)_ yN�� 7 T.�t-4 BASE TRIM& FILLER STRIP -1"Isz NOTES: 2"x3" JAMB (BEYOND) OHD 1. Wmbers above are 20d R.S. - { 1 ) ROW(S) 2"x8" SPLASHBOARD (3) 2"x 0 JAMB COLUMN (BEYOND) required per connection. 2. Pre-drill headers as re -- ---- ---..__� . ---- quired to prevent splitting, ; - �2"x6" 1?�� -ER' - ,5 0I,r�:, ►=; If 3.3. If number of nails required b" CUIVC. (BY OTH RS) 1A D) for header to ,iamb column NOTE: connection is excessive to CORNER AND ENDWALL COLUMNS TO HAVE 15" -NOTE : SECT. B'_�, SAMY AS 8 cause splitting, the excess DIA. FTGS. W/ (1) 50# BAG SACKRETE OR nails may be installed in' , ,f ( 4 )THICK READI MIX PAD IN HOLE AND WITHOUT 2.x 6 - H E A D F_ R S v P Pam:":' header support blocking. � l D (1) 50#BAG SACKRETE WHEN SETTING COLUMNS BLOCK 46M BASE ANCHORS CHD HEADER SECTION B B �4.: ( 6'' )THICK READI-MIX PAD OR f ( Ll )50# BAGS SACKRETE PRE MIX W/WATER IN HOLE AND ALLOWED TO HARDEN. i .' AND ( z )50# BAGS SACKRETE PRE MIX -W/ WATER THEN SETTING COLUMNS. jI DRAWN BY: DATE: ��27�SS - SAS TE ,�A! h'UDFI NCG OFFICE W F-ST FI fL D, 5,114, SCALE: _ ��•-- �, CHECKED BY: DATE: ORTIM BULDIN(gy"S, INC. _.i'15 p c �' 1 G 1; D U h/G 5 SHEET NO. Y SaUTN VI/1NG_. � � CT; l15 - 1360 REVISED BY: DATE: .FOB NO. 3 of _._q T � .n..Mr_ .r�.__....—...--..w... ....... ......._. ....._._.� ...rr_....r•-.-...s.._....�.....—._-...r..... ... .... _.. .._.... - ........ _ .. ... ♦.........._.... r.. .. ..... . ... _.r.._.._ ... .. ...._.....r.......__.-. .>•.•wrrw... ...r...•r-+•.i_....n.r .r. .... ... ........r_.... ....... -_..._—; NAILS 20/8 T i TRUSS SPACING 7 -6 O.C. r II x 1 6 PL. . LHE LOAD 35 'PSF . . . . . • . NAILS 1 8/$ DEAD LOAD y PSF , • • . , • • • . . . . . . . » ` CEILING LOAD -- PSF • • . . . � s 1 x 1 3 PL. TOTAL LOAD 3 PSF , . . • •• . • • . • • • NAILS 4/2 • ". NAILS I8/8 • •/ 3x5 PL. 16x9 PL. IS GA. 1 - r { JOINT I • ♦ 2" - 14AILS 12%6 EACH 2 1 axe PL. 18 GA. JOINT #2 Su t 81311 _rC � � 13, JOINT •#3 . . . . .. . . . . . 1 6'1 1-1/211 WEB O2 �k/0 . . . . . 15-1/2u • ! • • • • • _ . . • ♦ r WEB O`I WEB m 3 WEB•�•4 2x4 WEB r•C. STIFFENER 2 JOINT #4 2.6Sa WEB S I L.C. # I L.C. #2 2x1O 1 /4" CAMBER 1 u 20 1.0--1 /2 AT CENTER LINE __ ALL IgEBS ARE 2x4's NAILS 10/6 NAILS 12/4 RAFTER LENGTH 22'011I 9x9 PL. 1 6 x I 0 PL. i 8 `GA. NAILS 1 2/6 TRUSS LENGTH 41'911 +1 /811 I' NAILS 4/2 13xB PL. 18 GA. _ . -1/4" 1 NAILS 10/4 } I" 3x5 PL. . r I . . ` • • 8x 1 0 PL. { • . r • a • . . r . a .. • • . • ♦. • . . r r"• 1 I JOINT #8 JOINT #7 JOINT #6. JOINT #5 , TRUSS DESIGN SPECIFICATION': 1 Truss has been designed by computer using the•Purdue ' Plane Structures Analyzer IAW current standards and specifications of recognized engineering principles. I l Output data will be provided upon request. LUMBER SPECIFICATION (19$2 NOS for Wood Construction) : 42-'L COMM. S-C, TRUSS .� Lower Chord -- 1950f - 1.5E MSR Southern Pine Top Chord --•---- No. 1 K.D. -- 15 Southern Pine - 4 — T . Web Members --. No. 1. K.D. 15 Southern Pine , 1 - TRUSS PLATE SPECIFICATION (ICBO Evaluation Report No. 2929): ASTM A-446, Grade A 20 Ga. and 18 Ga. where noted, i galvanized steel Morton truss plates identified by a i f hexagon stamped every 1-1/4" along the center of the plate. � I DRAWN BY: Ff{FA/CI'j DATE: 9— 27-88 /� S T R N r:oo F n,�� VV EST �� L p,N►A SCALE: r OFFICE � y CHECKED BY: DATE: , FREDERIGK YOON & sot)-rTi vv1 ''JsOr C7; _ SHEET NO.• REVISE© BY: JOB NO. 115 13 of 14 w DATE: �- i J