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HomeMy WebLinkAbout97-11P_LESCO, ALICE FORD FERRAINA, TRUSTEE_COMMERCE WAYEXIST. CB I F= 79. 91 FL E= 71.96 FL N&S= 71.59 SAN. SEWER MH IF=80.47 FL= 74.57 INSTALL MONITORING MANHOLE TF= 79.0 FL= 75.Of (MATCH EXIST.) EXIST. CB TF= 78.18 FL E= 72.18 FL N&S= 7210 EXIST. CB TF= 78.16 FL = 72.66 I FL PROPOSED I 12"0 A.D.S.=72.7 I I I 1 I I I I I I I I It tt I I I I it I I I I II I I tl tl I }III VII III � III tt / I I It v tt I I I LEGEND x 86.0 EXISTING SPOT GRADE 86 - - - -' ' EXISTING CONTOUR 86.0 PROPOSED SPOT GRADE 86 PROPOSED CONTOUR PROPOSED MIRAFI FABRIC FENCE TO BE INSTALLED PRIOR TO ANY CONSTRUCT70N GRADE TO DRAIN LEGEND FOR PROPOSED UTILITIES - I 1 WG (P',� T , T&E APPROXIMATE TELEPHONE SER CES N OF ELECTRIC AND I EXIST. HYDRANT 79.68 G APPROXIMATE LOCATION OF GAS SERVICE EXIST. SAN. SEWER MH NOTE- ELECTRIC, TELEPHONE AND GAS SERVICES TO TF=79.4CONNECT TO EXISTING SERVICES /N COMMERCE WAY FL=73.85 AND INSTALLATION SHALL BE COORDINATED WITH I THE UTILITY COMPANIES APPROXIMATE LOCATION OF DOMESTIC WATER SERVICE NOTE- SIZE OF WATER SERVICE TO BE DETERMINED BY OTHERS. FINAL DETERMINATION OF WATER SERVICE MATERIALS, INCLUDING BUT NOT LIMITED TO, FIT77NGS AND METER, SHALL BE COORDINATED W77H THE WATER COMPANY GRAPHIC SCALE S APPROXIMATE LOCATION OF 6"0 SANITARY SEWER LATERAL zo o to 20 40 NOTE - PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL 80 DETERMINE 77-IE LOCA77ON AND ELEVA77ON OF THE EXISTING SANITARY SEWER LATERAL AND CONTACT THE DESIGN ENGINEER WITH ANY VAR/AT70N OF THE PLAN ( IN FEET) RL ROOF LEADER 1 inch = 20 ft. DISCHARGES ON TO THE GROUND �1.18 EXIST. IRON PIN y) ti5 30 EXIST. IRON PIN DEEP HOLE TEST DATA - ALFORD ASSOCIATES, INC. OBSERVED HOLES ON JANUARY 23, 1997 TP- "4 " 0 - 10" TOPSOIL / FOREST LITTER 10" -- 60" BROWN MEDIUM SAND RUST STREAKS 36" AND BELOW 60" -- 108" GRAY COMPACT SILTY CLAY HEAVY CLUSTERED ROOTS AT 60" TP- "B" 0 - 10" TOPSOIL / FOREST LITTER 10" -- 36" ORANGE BROWN SAND SOME LOAM 36" -- 80" BROWN MEDIUM SAND 80" -- 115" BROWN COARSE SAND WET MOTnJNG AT 80" WA TER COMING /N A T 100" ♦.+" •, , `rb tad Sottdi ` rnd&v s 1540 SULLIVAN AVENUE - SOUTH W(NDSOR, CONN 06074 a coM�e AREA CODE 860 / 644-2811 _ its►��' 14 tig91 �, CERnUM MAII ;.�. i Alice Ford Ferran, Trustee It. clo Daniel Ferraina 780 Prospectct Hill Road Lj Windsor, CT 06093 Dear Madam/Sir: Re: Appl #97-11P, Ferraina Industrial Building/171 Commerce Way At the Mamb 5, 1997 regular meeting the Inland Wetlands Agency/Conservation Commission approved application #97-11P, Conservation Plan Approval for the construction of an 5,000 sf industrial building on property located at 171 Commerce Way, I zone (Assessor's map #121, pastel 24) as shown on plans prepared by Alford Associates, Inc., and dated February 6, 1997. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. 2. Construction activities shall be subject to the approval of the Town Engineer. 3. The application shall indemnify and bold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4. The permit is valid for five years and shall expire on March 4, 2002. It has been IWA/CC's policy to notify landowners)/applicant(s) of expirin# wetland permits. However, it is the landowaer(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a n-newal nit at hum 65 days prior to Caput**. 5. All approvals required must be obtained and submitted prior to any activity on the site. 6. A contact person shall be identified on the plans. 7. We recommend a bond in the amount of $1,000 to be submitted to the Planning and Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 8. A hood should be installed in the catchbasin adjacent to Commerce way to contain stormwater borne hydrocarbons. SS/pmm cc: Planning & Zon' Commission Chief Building Official Town Engineer n Alford Associates 2 tr a f " W41 A n n l I fN A A I T yuLlc rVr\u rcrcrclinvrl, 11[VJIGC ;/0 MR. DAN J. FERRAINA 780 PROSPECT HILL ROAD MNDSOR, CONNEC77CUT 06095 TEL. # (860) 688-7519 �r\k I T A f1T r%r-r-N e- f-%k I JH I UHrLJM/VL/ 780 PROSPECT HILL ROAD W/NDSOR, CONNEC77CUT 06095 TEL. # (860) 688- 7519 3EEPER 41 (860) 939-0476 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECT70NS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES- "MIN/MUM STANDARDS FOR SURVEYS AND MAPS /N THE STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIATION OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCAT70N SURVEY. 1540 SUL UVAN AVENUE - SOUTH WINDSOK CONN 06074 t c`� AREA CODE 8801 844 2511 ,tFORD A (} 1.FiliiiBG March 19, 1997 �j MAk 2'4 �Q% C1L1L V CIATEPIM MAIL Alice Ford Ferraina, Trustee c/o Daniel Ferraina 790 Prospect Hill Road Windsor, CT 06095 Dear Ms. Ferraina: Re: Appl 97-11P, Ferraina Industrial Budlding/171 Commerce Way We are pleased to advise you that the Planning & Zoning Commission voted on March 18, 1997 to approve with modifications the above -referenced application for a Site Plan of Development for the construction of an 5,000 sf industrial building on property located at 171 Commerce Way, f zone as shown on plans prepared by Alford Associates, Inc. and revised through March 11, 1997. This approval is subject to the following mod fications: 1. Prior to commencement of any sitt work, a meeting must be be)d with Town Staff. 2. No building permit will be issued until the final mylars have been filets in the Town Clerk's Office. 3. This application is subject to the conditions of approval of the Inland Wetlands '°•. Agent/Conservation Commission, including a bond in the amount of $1,000 ,-4114 , I.0 4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 4.13.10 of the Zoning Regulations. 5. Footing drains are required if the t uilding has a basement. 6. Alandscape bond in the amount of $1,000 is required and must be submitted prior to filing of mylars. .ar. *. a I g yt-G 7. All plans used in the field by the developer must bear the stamp and authorized ugnatttre of the i �. Town of South Windsor. _ ' at . .. ` `,'1'�ve''-}a'+. �.-, '! .• ,.�. �1!�'' a '�'�.w � •Y �r -+yyam �" 8. Architectural elevations approved by the ADRC must be submitted with the final plans. `+' `� ` '' Black and white transparent mylars of Sheet #1 with the above modifications, together with three Very truly yes. Slueprintcopies of the entire set of plans must he submitted to this Commission within 30 days to be r� � » fit tamped signed. The letters of approval of this Commission must he reproduced on the mylars, r INLAND WETLAND AGENCY/ CONSERVATI N COMMISSION After the mylars have been signed by tht Commission, they will be returned to you for Filing in the Office of the Town Clerk within 90 days After filing these plans a copy of the receipt must be ' submitted to the Planning Department. Staaan $rush �`���'° H t �t� .� � F v y �L''►'T � � `'4�;�r,',, Vice Chairman . � ... _ _... AS €-'. a- ,u'K•5.^.. .x."& ... •i- i .-I• . �s. '.'i-} ��1..p� ; ,� �, � � 9 ���7+y.�,Y , } Very truly yours, PLANNING & ZONING COM ION -et L • 1�cc' Russell G. Levack, C RGUpmm'�*k'` . r: y[", . �.. "s' �. _� M:ski i ` r". - :.,� � , rl° cS � "F"a `�!'1'1', •�f.' � . 1 f � 7�y`�� }, cc: Town Engineer"" Chief Building Official ; Assessor , W a`, Superintendent of Pollution Coraol Fire Marshal` Alford Associates, Inc. ADDED HOOD IN PROPOSED CB. ADDED APPROVAL LETTERS -ROM 3-26-97 INLAND WETLANDS AG./CONSERVATION COMMISSION AND P&Z('. 3-11-97 INCORPORATED STAFF COMMENTS DATE REVISION ,Is F tx3lyly -111, AL No.9 -_ 4 • i�AR 31 1997 South Windsor Planning & Zoning Commission C/ 7- SHEET 1 OF 4 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 CIVIL EAGMERS W DBOR, CONNIEcnCLfr • :gn WILSON M. ALFORD,JR.,P.E.$ L.S. TEL 860 -688-7288 SCALE: 1 IN. = 20 FT. I DATE: FEBRUARY 6, 1997 TOPOGRAPHIC MAP AND CONSER VA TION PLAN PREPARED FOR ALICE FORD FERRAINA, TRUSTEE IMPROVEMENT LOCATION SURVEY LOT 24 - 171 COMMERCE WAY SOUTH WINDSOR, CONNECTICUT Tad: NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL I P: F96298 r � 36298WS FOLDER: FERRAINA FILE: FERRAINA .. ,�. y r-i. w A n!C r r , , • 'A' ., . ..,,'.. 'an-• '` x`--'rY•.#.+.f, n :rJ•, s,. nke' - DA n:. d . .+C .7k- 1b,. Q -. s .;t,_Ter, '5... G ^5 � }�. r .:.e.. a r t�• ++,•,,•�• „j,o - R'. ti3 4 - r :u39 3` - z 5 . .- r - # �". _ .;2 ., `R' I ! ,. �e+1' "AC'_ yam, ,t� ¢ �,�¢ _ . r. c .. ^z � ,.. N'f ' �'Y! .., t•. ,. � ..' '9` ..... _ '.y'+'. -r : ..a _ , .: '... - ' - -A : j. 'ia''� f � rl1 r 1�, ?- •+d . , .'.. .r--:,T"'< .r i' r. �S 4' .f _ ,• -» _ 'F'.d . _1 .d'I! .. „ ,. c Yr .� 7 -'ir •5:4,: .!'`r''a?t "` .�. :-�. -.ri _ r. r _ a 3 - . . s , .,, r� s,. _ r 4 �.. L ♦ C _ ', . 7 ' , a - M i - �' . iX. . rr v w 3 , S, .. y> " 1 Q.. Y 7 . a+ } s _ . .' 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LAWN t s , , i 1-PG �„ , 1 ,' : > "STOP -,, �, t SIGN 3-RP r. 1-PG .j `' I� ,fl.: . 15=JHB 1= 5.. iI .' -, aI I�r o o I' G ; �'� TAPER CURB ;I �_ - ' 1 , � rr .. ; �`� _ � LAWN 1 3 , I: --- tj:. -, , MB P a - — I , ,' G #, k '• r f ' °� "` ,y -I- *I, A'R 9 yr y' ,_ +. r JHB �'4 ; I : -1 ,,, i .. "ONE WA Y/ t ' : DO NOT ENTER" EXIST IRON PIN , , SIGN i � -- - - -- -- I I 5 + 1 r x I + TO /V I t` r .1 t , - I i I I 1 J-.6•, I 1,- I a ,. s• I I , { a ` -:' 4 }` I. I - {_ �.. I ♦ ', . + . r + I ,' r ,, j a , ��, Fv: 1.- . I . ,. it, ,i..I " - tl:� i : # t� f �i• , , }} + ., •H , . . ,� :.1 1 . ,� ; 1F > •. , . r J1, _ ' :' + } a 4, r t _�y� . . l,, , + `•t � . ` � . 1f " 'i , err " , ., . r 1?,'% 1 , 1 4 ,% Y, 5 ' - , .:; r: t v , � �- • -, 4-* r >tl�iiF-'f_? .e z a - *-t,-r-,`,`�',E,r}'a>< '4r - �'J. I q' - }S t,•�'.".... u.►: ,nY.'r! :WGi "F„�.R i' r A - "'{ f,' ..y 1 • - PG p • -;:, , PICEA GLAUCA CONICA DWARF ALBERTA SPRUCE I, 18 —24 PJM , RHODODENDRON 'PJM' PJM RHODODENDRON ; ` _ ' � '. ,4i y {{� 18"-21 " TA r. T I RP RHODODENDRON HYBRID 'PURPLE GEM' PURPLE GEM RHODODENDRON , o;, :,Yt �' " 12"-15" SF + - 1', + j TO THUJA OCC. 'SMARAGD' EMERALD GREEN ARBORVITAE lJ :. ,t� �,'I 4'-5' TALL 1, . - `'y; 3 s .l �' Ir I `, 'p':, i • ', { t ,,' 1 t T . k "t''' ,l . �' ( I3.t,r " f -::, t �R i ` I , {}i; r . a a 1,.:: i f 8i'',, t. t 4 �+ t - ,� • - f J ♦ l � i• I +�, �r, 1. Ty ' 1 4 • . ? ` i }'F r' f t , s J : R J. f.. � f' a `M :}s I ..(e - ' _S N .4 1 a — .}. � 1. ;'. . # e r. }y i �i r i[ f a .gam +'M ' .. . ,•. I 1 ��,: - '!, - , , 'Y�t {.'; � S,• z `„r8' •'s I-.•� vil t•_ ` . 4 ! w 4 - I . ,� . . r, y, a r r r _ 4v rT. 77 Tf 3i EXIST. IRON PIN .,w: rlt" �: E s, t r ! .; i` t t. , r r;.'. ��. - _ .. i �. ,�. - "i'' . S . .:i 3 ry ty _ J- yt.�. r * r a ,.�'yy i •t ^,' . . i' _ .. .. 3 r r) �.i . -b �,• ., if ii i' , a. t Y" i^ �. i 4 �yy fTT``� r ' I' , I r,. �fm ,r.. } _i 4 4 5 -- ' 9d v r t 1. s r y sr y'r+ DETAIL OF FREE STANDING BUSINESS SIGN — NOT TO SCALE `I (( rvv - a V I !�— . - +, . EXIST. IRON PIN PROPOSED PAINTED DIRECT70NAL ARROW PROPOSED 4' HIGH CONCRETE FILLED STEEL BOLLARD COMPANY NAME WILL BE ADDED IN THE SHADED AREA Ann, Ir%AKIT HLIGt I-UKU l-tKKAINA, IKUSItt 0/0 MR. DAN J. FERRAINA 780 PROSPECT HILL ROAD W/NDSOR, CONNEC77CUT 06095 TEL. ,# (860) 688- 7519 GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch = 20 ft ��-�r ra T v 1 yi ! �1 t t aAi '-. Y _ �' � . GRAY SPLIT FACE CONCRETE BLOCK ` -�'' * . z ` ; t' rr< r , ' (COLOR TO MATCH BUILD/NG) � - n n d r { :, ' rr.. ; , ! i�F { �` }� '.�,' a' 4t y � k'• j 7e,�p. ai'i •i •f`'e, .yp LETTERING WILL BE BLACK z s;, . k s P., *, t7 4 9• : �i , .2 ,, AND WILL BE PLACED ON BOTH SIDES OF SIGN i 4x <, r r " ,r r « r ,y'y+�y� - ° , E - S , lIT r r� 34K , ice; \ 7 ' ,�[ :t ). i1` SIGN WILL HAVE GROUND MOUNTED LIGHTING, - s * K E f,gL . ; TTTT� +; DIRECTED TO SIGN FACES fi , 't f s+ J ,x �. � " 1' r- + r f t ,: .' 1 t r- ,y i d t i w k. 'I J) r S le '• f Fiyc ..+ I t , 6 ,�.Y j d r'�4t i 6 -' fi y + l S - +, _ - r.; + kr �. ; Y ,:l r `^ t r J} t r t . gf } ,i,I S4.1'- �• ...5 1 , , • , , ,.}y� - 'i' } lr S f, �C 7t• .l •.4 t �,;,�'G t ,: i z 3�" i a fir; } .' ( : i i «c a * 4tt�.'' �i i {Pr 41 f 3�yii��rr � e }g ) i� ,1 :, LANDSCAPE DESIGN BY .; r4 PLAN/METRICS THIS SURVEY AND MAP HAS BEEN PREPARED /N ACCORDANCE W 771 SEC77ONS ,: 136 S/MSBUR Y ROAD 20-300b-1 THROUGH 2O0-300b-20 OF THE REGULA77ONS OF COTINEC77CUT � ` 1-' 1 STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE � A VON, CONNECTICUT 06001 STATE OF CONNECTICUT" AS ENDORSED BY THE CONNEC77CUT ASS)C/AT70N ,,-.A OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY �•' TEL (860) 677 5267 4ASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY ' �a I t , , w -'*t4m '.zO , �''��' '' CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY. '" �>-* -` �; SHEET 2 OF 4 s "f. 'gr, TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS A-2 AS DEFINED BY C.A.L.S. L.S. NO. 9344 3-11-97 INCORPORATED STAFF COMMENTS I MIL Et"NEERS Wr�DSOR, CONNECT0ff REVISED PROPOSED PLANTING PLAN TO INCORPORATE DESIGN BY 0 3-4-97 PLAN/METR/CS WILSON M. ALFORD•\lF2.R.E.13 LS. TEL. 860 -688-7288 DATE REVISION r r`,syi<sIF't;. SCALE: 1 IN. = 20 FT. DATE: FEBRUARY 6, 1997 0o! OF �N�'Q-1.. �o� 'Qa �` g , 4 *1. V..* , NO. 9344 r � I ,� W" Pv .L...SS CEWS,�a�' OI /�L .0 ��'' F C:ONIV, 1pw•• 1�����'�;O'�. ALFp'~T�q•�•• ;`� I god JPo v r- \3 �-,* No. 9344 '' -. c /Cem o •t'o�• �g• 'r�;. ,- PLOT PLAN ;aW AND LANDSCAPING PLAN 4 ^a* ., ,, Div°, PREPARED FOR SLICE FORD FERRAINA, TRUSTEE IMPROVEMENT LOCATION SURVEY LOT 24 — 171 COMMERCE WAY SOUTH WINDSOR, CONNECTICUT NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL I P: F96298 D: F96298LL FOLDER: FERRAINA FILE: FERRAINA COMMERCE WAY-S.WINDSOR - _ .. .,, h ...--.1 Y _ � i W 4 C. '9 . 1 ) f.. _ .. . l . �•+F" C 4 sir,. a.. a.,,�-•a,..�>},>,,�, .,r� f,..,,.�z.- mow_. _s- � .a r :sz., a�sm► .. u�.�x.ta:�,ar,.a. s✓r _� .�F�u +�cr , :, �.� ,�. .L_..�. r -- -..Y. a� � . ,, _ ,, -pro-�.. t �.►,- . �, z-,� wn..�e2.�,`�r_a7 1.. .. , I.z.�,P . -�.,� .7,r, _:s r,�rv� �<, ..rv� rR«� -a, -r� - a� .:."�:er��^ri� *.. a�ssf�s•,.su3 , ��tit•�sk-��zw�+n,.���^u�f:r � ru�v:� n �.a i ..r+) �• _ IC A . ,a ,tea; t� �S3 qy ; . jjj .. rpgq,, �' 'PA. ?, k.y� � � � '�'<- .:. '� ' '�!l �,% 1� t b �. { a '.'I'i' t � �{, e� { Y� �W-,. ''�'� • ' �• - EROSION AND _ KEY MAP I f.`, r j t4,r{� q •'� NOTES CURB DE TA l L SCALE: 1 INCH = 200 FEET x NOT TO SCALE SEDIMEN TA TION CONTROL NA RRA Tl l/E 2 3 4. 5. PARCEL AREA = 31,489 SQ.FT. = 0.7229 ACRES. FINISHED GRADE ,> , PARCEL IS ZONED I' INDUSTRIAL 1. THE SITE IS A 0.7229 ACRE PARCEL LOCATED ON THE NORTH SIDE OF COMMERCE �I I :I � III I�II�', IIPARCEL IS SHOWN AS LOT 24 ON PLAN ENTITLED - WAY, IN SOUTH WINDSOR, CONNECTICUT. THE MAJORITY OF THE SITE HAS OVERGROWN �II IIIIIIrLOT34 A21 rv�"PHASE Ii, JOHN FITCH INDUSTRIAL CENTRE PROPERTY AT SULLIVAN SCRUBBY GROWTH WITH MATURE TREES LOCATED TOWARDS THE REAR OF THE PARCEL. THERE ARE NO WETLANDS LOCATED ON THE SITE. 48 ' in ~II~ �.'- �� + AVENUE AND RYE STREET, SOUTH WINDSOR, CONNECTICUT, SCALE I BIT. CONCRETE BERM �y ' S'�' +N,t '.y4 1"=100', JANUARY 1987, REVISED NOV. 17, 1987, ZONE I, PREPARED _ �� /� LOT 35 wl ly •� . _ �I BY LUZZI ENGINEERING &SURVEYING, 412 WEST AVON ROAD, AVON, 2. THE PROPOSAL IS FOR A WAREHOUSE/DISTRIBUTION FACILITY FOR LANDSCAPE SUPPLIES. 9„ 3^ PAVING MATERIAL CONNECTICUT NO ZONING VIOLATIONS, WITH RESPECT TO LOCATION OF BUILDING, IF ERECTED AS SHOWN. 3. THE MAJOR CONSTRUCTION ACTIVITIES WILL CONSIST OF A 5,000 SQ.FT. BUILDING, ca `: DRIVES, PARKING AREA AND ASSOCIATED UTILITIES NECESSARY BY THE FACILITY. BASE MATERIAL LOT3s x�� �, t�. 4. THE START OF CONSTRUCTION WILL BE IN THE SPRING OF 1997_ AND FINAL lIIJJJ // / LI LOT 21 i ., to ALL CONS IRUC I ION SHALL BE IN CONFORMANCE WITH THE TOWN OF COMPLETION WITHIN 6 MONTHS. LOT 37 U SOUTH WINDSOR SPECIFICATIONS. / W 5. CONSTRUCTION WILL BE IN ONE PHASE. o LOT 22 ,� .4 , ,�,{. 6. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL RFGUI ATIONS E)l I l� �/n In/ 1 c, inn I�ocTc n n I /cA A/ -A 1 7-1 !nr .3R _..- ..-_--...._.-_- L7l IVIVIIIVVVJ uU/vur. L_ IC, r-m VE/VIEIV I V LOT 23 6 6. THE SEQUENCE OF GRADING AND CONSTRUCTION ACTIVITIES IS AS SCALE: 1 /2" = 1'-0" 7. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS. ANY DISCREPANCIES ' N/f B W ASSOGATES LLC W FOLLOWS: SHALL BE REPORTED TO THE DESIGN ENGINEER PRIOR TO CONSTRUCTION. I PARCEL C Lor 3s z I s : s' -" �`;"�' 91 A. INSTALLATION OF CONSTRUCTION ENTRANCE. 1 1/4' BIT. GONG. Y•JEARING C.OUR5E NA COMMERCE WAY ASSOCIATES SITE U ELEVATIONS ARE BASED ON M.D.C. DATUM. B. INSTALLATION OF FILTER FENCE ALONG AREAS SHOWN ON PLAN. + +" + ';� I I/2° BIT. GONG. BINDER COURSE woosED allw `c - SITE TOPOGRAPHY HAS BEEN FIELD VERIFIED BY ALFORD ASSOCIATES, INC. C. STUMPING AND REMOVAL OF UNSUITABLE MATERIAL OFF SITE IN ++++'`+ +t i.+ '+ ` ++ y +,++ r+#+ + '* f+ + ' r+;;�+ b" PRocEssEn STONE I LOT 40 - ' ON JANUARY 14, 1997. LOCATION AND ELEVATION OF EXISTING IMPROVEMENTS AREA OF BUILDING. + +++ �, *,+ +tit; #„� + NIF COMMERCE WAY ASSOCIATES LOT25 _ _ IN COMMERCE WAY HAS BEEN TAKEN FROM A PLAN ENTITLED- D. STRIPPING OF TOPSOIL AND REMOVAL OF UNSUITABLE MATERIAL. III-11I- _ __ _ _ I IIEIII-111 1I - III=III:=11 �7° BANK RUN GRAVEL i N/F DANlEL P. E77ENN Q I ? X » AS -BUILT JOHN FITCH INDUSTRIAL CENTRE COMMERCE WAY SOUTH WINDSOR, E. THIS MATERIAL IS TO BE STOCKPILED AND EXCESS REMOVED FROM SITE. INSPECTION OF FILTER FENCES AND/OR II_IIi- ,� =1I1- �-III-III ON COMPACTED STABLE SUB -BASE AND CYNTHIA C. E7IENNE I,:, , �.,. ,f �'•'., CONNECTICUT, SCALE 1 =40 , JANUARY, 1995, SHEET 2 OF 2, PREPARED BY / MAINTENANCE _ LUZZI ENGINEERING & SURVEYING 412 WEST AVON ROAD, AVON, CONNECTICUT" TO INSURE FILTER FENCES ARE IN PROPER WORKING LOT 41 CONDITION.; LOT 26 s. PRInR Tn C.C)K]gTRI IC`TIC)NI TNF rnNTRArTnR CI-IAI I \/FRIFY TWF I r)r ATInKI ANIn F. EXCAVATE AND GRADE FOR DETENTION BASIN. ra = :•; .. .. v.. . v v v.. v. l, v v. l v,,, , ♦ V,\ 1 1 I I I I l_ L V V/\ I I V I •1 ! l I Y V ELEVATION OF EXISTING UTILITIESINCOMMERCE WAY. G. TEMPORARY EROSION CONTROL MEASURE FOR STOCKPILED MATERIAL. x 100.0 iou ---- EXISTING ELEVATION EXISTING CONTOUR PROPOSED ELEVATION PROPOSED CONTOUR 9. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND. FILTER FENCE AROUND PILES, NETTING TO COVER PILES, AND/OR DUMPSTER PAD DETAIL .Q TEMPORARY VEGETATION IF PILES ARE TO REMAIN IN PLACE FOR LOT 27 EXTENDED PERIODS OF TIME. SCALE: 1 /2"=1'0" \ s� / ' ," ' n H. CONSTRUCT BUILDING. I. BOX OUT DRIVES AND PARKING. PITCH 1/4" PER 12" �•� n ) . . J. PERFORM OTHER ON -SITE CONSTRUCTION. > ° > ° " -- - 5' 4000 PSI CONGRETE LOT 2s .»,✓•--.- a...°s •-`-+ �1�-..-a..••-`.-.- '+--.tea �-•- - 1 � � � � � � �� K. ALL FILTER FENCES AND TEMPORARY VEGETATIVE , ° - ro"xt�° 10/10 Ywa�1 COVER TO BE INSPECTED AND MAINTENANCE PERFORMED IF ; '` ;' `, r; _ , r': ; 6° PROGE55E05TONE =} t IDE'nl 111DE-1 _rn IAIC`I IOC f]f�nl7CI7 1AlnMl/IAIn nor\rn _ I\L_wuIRGU IV IIVJVI C_ rT\Vr GT\ VVVT\TVIVV U\UCT\. "-" - - - Jt I -I i 1-1I�-I 1=1 11=1 I L-I- I_ ----- COMPACTED 5TABLE L. INSTALL PLANT MATERIAL. LOAM AND SEED FOR PERMANENT 11-1il=III=III-III-''' "'=11I-_II ;II SUB -BASE 1. LOTS 18-28, 34 41 AND PARCEL C ARE WITHIN THE SUBDIVISION ,. COVER. IF PERMANENT COVER IS NOT DESIRABLE AT THE TIME REFERRED TO AS 'JOHN FITCH INDUSTRIAL CENTRE" 10. FINAL LOCATION OF UTILITIES SERVING PROPOSED BUILDING SHALL BE OF SEEDING, USE TEMPORARY SEEDING COVER PER VEGETATIVE +, DETERMINED BY THE UTILITY COMPANIES. COVER SCHEDULE. 2. PROPOSED STORM DRAINAGE WILL BE SERVED BY ON -SITE DRYWELLS «x� 11. MATERIAL THICKNESSES SPECIFIED ARE COMPACTED THICKNESSES. M. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND AND DETENTION BASIN. r "' MAINTENANCE OF EROSION CONTROL MEASURES DURING CONSTRUCTION ENTRANCE PAD - J. S INDICATES PROPOSED SANITARY SEWER I CONSTRUCTION. WITH DIRECTION OF FLOW 12. PROPOSED CURBING SHALL BE 6 HIGH BITUMINOUS CONCRETE BERMS,. N. THE OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE OF STORM 13. PROPOSED PAVEMENT SHALL MAKE A SMOOTH TRANSITION WITH EXISTING PAVEMENT. 14. ROUND TOPS AND TOES OF ALL PAVED AND PLANTED SLOPES. 15 NOT TO SCALE DRAINAGE AND PLANTED AREAS AFTER CONSTRUCTION.? i GOMMERGE 1NA'r' GENERAL NOTES - o 0 0 o O o 0 0 0 o l 0 0° o --- I k Oo 000 000 0°0 000 000 0°0 000 '. 1. LAND DISTURBANCE IS TO BE KEPT TO A MINIMUM. oCPoCPoCTo 2. RESTABILIZATION SHALL BE SCHEDULED AS SOON AS PRACTICAL. 000 000 000 00 .6000 ° 3. GRADED AREAS TO BE LOAMED AND SEEDED AS SOON AS POSSIBLE AFTER °�°°��o° °�O°° (-".0 PROJECT ANAL YSI S 0 o°o 000 000 000 00 E; ; PROPOSED PLANTING BEDS SHALL BE EXCAVATED TO A DEPTH OF 12' CONSTRUCTION WORK IS COMPLETED. O�o°o�o°o�o°o�oo°o s AND FILLED WITH A MIXTURE OF 80% TOPSOIL AND 20% PEAT MOSS. 4. SEDIMENT REMOVED FROM CONTROL STRUCTURES SHALL BE DISPOSED OF IN A ZONE: l" INDUSTRIAL a O o°o o°o 000 0°0 00 C�,oc,oc,0CP,oc, PROPOSED USE: WAREHOUSE AND DISTRIBUTION FACILITY y ALL PLANTING BEDS SHALL BE MULCHED WITH 4" OF WOOD CHIPS OR MANNER WHICH IS CONSISTENT WITH THE INTENT OF THIS PLAN. o o O o O o 0 0 0 0 0 000 0°0 000 000 00 FOR LANDSCAPE SUPPLIES (DOES NOT INCLUDE PLANT MA TER/A' S) PINE BARK MULCH. 5 THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN SHALL BE CONSIDERED C}' CP CP CE AS MINIMUM REQUIREMENTS. ADDITIONAL MEASURES MAY BE REQUIRED AT o 000 000 000 0000oc << 16. ADJUSTMENTS IN THE LOCATION AND/OR NUMBER OF PROPOSED PLANTS DIRECTION OF THE TOWN STAFF. ,CPoo(:po(:poCP°oCco, ITEM REQUIRED / PERMITTED PROPOSED MAY BE NECESSARY DUE TO FIELD CONDITIONS. SUCH ADJUSTMENTS 0 000 0°0 000 0°0 00 _ SHALL BE APPROVED BY THE DESIGN ENGINEER AND THE TOWN PLANNER. oC�'oo,c,o,c,o-C,o(y,o, 0 000 000 000 000 00 LOT AREA 20,000 SQ.FT. MINIMUM 31,489 SQ.FT. = 0.7229 ACRES PoCPo of LOT WIDTH 100 FEET MINIMUM 100.00' 17. SUBSTITUTION OF SPECIES IN THE PLANT SCHEDULE MAY BE MADE,.,- o 00o .06 WITH THE APPROVAL OF THE DESIGN ENGINEER AND THE TOWN PLANNER. PLAN 4° MINIMUM CONK. LOT DEPTH 150 FEET MINIMUM 315 f I r• {-h: �- DOT 2" STONE FRONT YARD 35 FEET MINIMUM 50.0' 18. UNSPECIFIED CONSTRUCTION SHALL BE IN CONFORMANCE WITH `THE o o°o o�0 0°° 00 000 FILTER FABRIC SIDE YARD 10 FEET MINIMUM 11.0' STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION STANDARD * r�" r n,' SPECIFICATIONS FOR ROADS, BRIDGES AND INCIDENTAL VEGETA TI VE COVER SCHEDULE- IDTH AS 5PECIFIED REAR YARD 25 FEET MINIMUM CONSTRUCTION. FORM 813, 1985' OR LATEST EDITION,. ON PLAN AND TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH SEGTION NUMBER OF STORIES 2 STORIES MAX/MUM 1 STORY TOWN OF SOUTH WINDSOR ZONING REGULATIONS, AND CONNECTICUT LANDSCAPE 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL NOTES: BUILDING HEIGHT 40 FEET MAXIMUM 22'f CONTRACTORS ASSOCIATION'S "STANDARD SPECIFICATIONS FOR PLANTING WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. I.. THE PURP05E OF A STABILIZED CON5TRUGTION ENTRANCE 15 TO REDUCE LOT COVERAGE 50% MAXIMUM 15.9� I ". TREES, SHRUBS, VINES ETC.. THE TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. M PERMANENT VEGETATIVE COVER: 2. BEFORE GON5TRUGTION ENTRANCE INSTALLATION, THE AREA OF THE IMPERVIOUS COVERAGE 657. MAXIMUM 59.2% ; SEEDING DATES: APRIL 1 TO JUNE 1 & SEPTEMBER 1 TO OCTOBER 1 ENTRANCE SHOULD BE GLEARED OF ALL VEGETATION, ROOTS AND OTHER 19. PROPOSED LIGHTS SHALL BE SHIELDED TO CONFINE ILLUMINATION TO THE UNDE5IRABLE MATERIAL. PARKING 1 SPACE PER 700 SQ.FT. OF GFA 11 SPACES SUBJECT SITE. LAWN AREAS: 5. THE ENTRANCE SHOULD BWHICH E MAINTAINED IN A CONDITION WILL OR 2/3 EMPLOYEES FOR THE LARGEST (INCLUDES 1 HANDICAPPED SPACE) PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. SHIFT (WHICHEVER IS GREATER) " ' USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: THI5 HILL REQUIRE PERIODIC TOP ORE551NG .WITH ADITIONAL STONE "' ::.y�• 20. THERE AR NO WETLAND SOILS ON THE SUBJECT PARCEL PER PLAN ENTITLED KENTUCKY BLUEGRASS 45% OR ADDITIONAL LENGTH AS CONDITIONS DEMAND. CALCULATION: "OFFICIAL INLAND WETLANDS AND WATERCOURSES MAP, TOWN OF SOUTH CREEPING RED FESCUE 45% WINDSOR, HARTFORD COUNTY, CONNECTICUT, 1984 5000 S.F./700 F. 71 SPACES OR 1 •. r C ��'3; APPLY 1-3 LBS./1000 S.F. 3 EMPLOYEES PER LARGEST SHIFT = 2 SPICES 21. PARKING SPACES SHALL BE DELINEATED WITH 4" WIDE STRIPES OF WHITE TRAFFIC PAINT. DETENTION BASIN: FILTER FABRIC FENCE - THEREFORE. 7.1 SPACES ARE REQUIRED USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: NOT TO SCALE vim" 22. HANDICAPPED PARKING SPACES SHALL BE SIGNED IN ACCORDANCE WITH THE REED CANARY GRASS 80% STATE OF CONNECTICUT BASIC BUILDING CODE. REDTOP 20% SEDIMENT CONTROL SYSTEM APPLY 1 - 3 LBS./1000 S.F. PLAN SECTION „ O.C. 23. ALL SIGNS SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS. 24 25. TEMPORARY VEGETATIVE COVER: 4'-b" TALL NOODEN STAKE MAINTAIN DUST CONTROL BY USE OF CALCIUM CHLORIDE AND/OR WATER AT SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 1 I I I i• r I '�1�' ALL TIMES DURING CONSTRUCTION. USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN I I I I FILTER FABRIC NAIL OR STAPLE TO STAKE. ENGINEER - I I I I IF NOT PRE -ASSEMBLED THE SUBJECT PARCEL IS OUTSIDE OF THE 100-YEAR FLOOD BOUNDARY AS SHOWN ANNUAL RYEGRASS 100% I I I I DI6 TRENCH e° MIN. DEEP, ON A PLAN ENTITLE - "NATIONAL FLOOD INSURANCE PROGRAM, FLOODWAY FLOOD APPLY 1 LB./1000 S.F. N LAY IN FABRIC, d BACKFILL c» BOUNDARY AND FLOODWAY MAP, TOWN OF SOUTH WINDSOR, CONNECTICUT, HARTFORD --. II II `S • COUNTY, PANEL 6 OF 9, COMMUNITY PANEL NUMBER 090036 0006 B, EFFECTIVE DATE. IF FINAL GRADING IS FINISHED T00 LATE IN THE SEASON FOR I I 1 I FLOW � �F MAY 1, 1980, U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL ESTABLISHMENT OF VEGETATIVE COVER, AREAS DISTURBED TO BE ROUGH INSURANCE ADMINISTRATION . GRADED, COVERED WITH HAY MULCH, THEN TENT CLOTH PLACED ON TOP OF I I I II=IiI=III=II HAY. TENT CLOTH TO HAVE A MINIMUM OF 12>, OVERLAP AT SEAMS. -11=III-III I _ °� IF PRE -ASSEMBLED 5Y5TEM 15 USED, STAKE ALL CORNERS AND AT INTERVALS OF 10' IN EACH DIRECTION. DIMENSIONS MAY VARY W1THi `',. t �tdel r'` *r MANUFACTURER. '1I�` V APPLICANT ALICE FORD FERRAINA, TRUSTEE C/O MR. DAN J. FERRAINA 780 PROSPECT HILL ROAD W/NDSOR, CONNECTICUT 06095 TEL. # (860) 688- 7519 THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AN ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL 1-800-922-4455 AND HAVE UTILITIES MARKED ON THE GROUND. SHEET 3 OF 4 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS - AS DEFINED BY C.A.L.S. L.S. NO. 9344 i C IWlLlFulaUrl EMGlIVEERS 1 w�.WR WNNE�n 3-11-97 INCORPORATED STAFF COMMENTS WILSON M. ALFORD„R..P.E.a LS. TEL. 860 -688-7288 DATE REVISION SCALE: 1 IN. _ - FT. DATE: FEBRUARY 6, 1997 1jgAe-,a M, AI�O�Q�C��•: No. 9344 ' e• t4 O'Qp `t No. 9344 KEY MAPS AND NOTES & DETAILS PREPARED FOR ALICE FORD FERRAINA, TRUSTEE NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL P: F9629F' LOT 24 - 171 COMMERCE WAY SOUTH WINDSOR, CONNECTIUCT D: F96298AT FOLDER: FERRAINA FILE: FERRAINA COMMFR('F WAY-l;_NNI)SOR L OCA TION PLAN TYPICAL PLANTING PLAN NOT TO SCALE C eZPE PAPER TREE YYRAP TO SECOND BRANCHING in Na- v C BIJFCL_AF', W1RE BASKET AND TIES FROM TOP AND 51DE5 OF BALLS FOR BOTH TR=_S AND 5HRUBS 1 I/2' MULCH DEPTH • TFJM 6 SHRUB BAD (TAPER TO 1/2' O TRLW,) PLANTING MIX (TYP) I' MUL C+i DEPTH o GROUND COVER / PERENNIAL BEM� (KEEP MULCH OFF CRopo IS) t PLANTING MIX (TYP) NOTE: TREES AND SHRUBS 5HALL BE PLANTED )NITH THE 6A✓1` OP THE BOLE 2To 3' A 30VE EXISTING GRADE TO ALLOA FOR 5ETTLEMLNT PERMANENT PA VEMENT PA TCHI N G n F TA II NOT TO SCALE EXISTING PAVEMENT - I I ' I 12„ MIN. I TRENCH I WIDTH i VARIES I j` SEE i TYPICAL TRENCH SECTION I I I i I d\ I I ILI TRAP HOOD INSTALLATION 4o f fo ap b p.i NEENAH TRAP H00 MODEL NO. R3701 EQUAL WITH HOOKS 0, �,•�� I r SAW CUT AND SEAL JOINT I" (COMPACTED) CLASS 2 BITUMINOUS CONCRETE SURFACE COURSE (OR MATCH EXISTING, IF GREATER) kt,04 211(COMPACTED) CLASS I BITUMINOUS CONCRETE BINDER COURSE (OR MATCH EXISTI NV, IF VREA TERI NI,CY 6"(COMPACTED) PROCESSED TRAPROCK BASE - M,05,v1 611(COMPACTED) PROCESSED GRAVEL SUBASE OVER COMPACTED SUBGRADE (TRENCH BACKFILL) M. 02-GRAZE NOTES I. ALL SAW CUT AND SEALED JOINTS TO BE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTER -LINE OF THE PIPE. 2, ALL MATERIALS ARE TC MEET FORM 814, AS AMENDEC TRAP HOODS SHALL BE INSTALLED IN ALL CATCH BASINS, WHERE REQUIRED BY TOWN ENGINEER TO SATISFY ENVIRONMENTAL CONCERNS. _L OF BASIN TLET PIPE DRYWELLS DETAILS NOT TO SCALE afk of Dkjw6bb -T:Rr-- (YD.:`C?AC i cR. •DN D/0P__ (E PEVt,_O C-v FOR `tuC. REMovc"l_ o�_-: : 13OLCT up SILT «!1= S7URIy(nrN S TRucZuRE s, tL-\-NGE-';COLS Z�-EA SCE 3 [iT-I lcxhcp_:Ss off: PE ---A _at -TCP cx. N(PzAPI 121C .AS o,cA-Ta13 . CA-fCy Ca51N P:?: = Am[> C_jZAT)_-R-25Z5 SERIES,Cx1T.tVo R-25z5-s= AS Mr-�.pY NL��AH �Gi�► �G2Y CO . oR b PP2ov1=D pRc,glo_ COO CROZHEO 12" RACIE NIRAq FASR►C 04 ?CP OP 2 DIED sTok(E . -tpj ojl-�' lc2 -p20_c� M.W. E2as�S R4ISkEp_ C�ZPO E -TOP SCCPON-SST CR`/ \.uaj_ D NnG AS NJG>It1FAGfU>�J�J Vfkoko \50►�S,ik oR b Q J Q (i SCALE: 1 INCH = 1600 FEET APPLICANT ALICE FORD FERRAINA, TRUSTEE C/O MR. DAN J. FERRAINA 780 PROSPECT HILL ROAD W/NDSOR, CONNECTICUT 06095 TEL. # (860) 688- 7519 THE LOCATIONS OF UNDERGROUND U TILI TIES ARE APPROXIMATE AN ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL 1-800-922-4455 AND HAVE UTILITIES MARKED ON THE GROUND. ; � ? AI �,G ►t lof DATE No. 9344 •••••��S3tONAL •������� REVISION ' �d� pF C%ONV!;'. ►�g�e.'C2O� * �3 No. 9344 ••.•••�4.</CEIdS�•p ����, ••4H�,S U RlJ'SD SHEET 4 OF 4 TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT IN ACCORDANCE WITH CLASS - AS DEFINED BY C.A.L.S. L.S. NO. 9344 CNIL ENGINEERS W14)SOR coNNEcTcur • • WILSON M. ALFORD,JR.R.E.8 L.S. TEL. 860 -688-7288 SCALE: 1 IN. _ - FT. I DATE: FEBRUARY 6, 1997 NOTES AND DETAILS PREPARED FOR A -LICE FORD FERRAINA, TRUSTEE I NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL I n. me nno LOT 24 — 171 COMMERCE WAY SOUTH WINDSOR, CONNECTIUCT i . .'v �.. al v. I JV LJ VIA I I VLV LI\. I LI\1\!'111Yn 1 ILL. 1 LI\I\/•tIIY/1 rnMMFRrF WAY—C W MncnP [if LLI>—(n-0zm T L �I Y ClCNJ C L � M a� z N > a: cy) cU rn � Ln , cU O L cD ro o a C Cy CD x �_ z n Q � CL R iz m a o T3 m / CU U O m m CD cL CD � c cc c 0- rn cn Im n) cn LJ 'O S FLOOR PLAN FLOOR MTL VATER C-CS'' ELDNIArEp IHVI:-141,1 #09:-:E " B` E -- 6'�- n- D _ I o' �f 60'x79' CLEAR c -_ FLCGR SPACE I E � va A ) 30'X49" CLEAR FLOOR SPACE III i )�CCF550F\Y 5CNU 21 F A mmaR 5OAP M15PEWP C Rai, PAM TOV& P5PEN5W fmf MR 1101-MER G� [� WZ-AWAY aW PAR W)w CHAP PAR G 5117E aw Pm H RODE I m 1aSULA'_ P,hMLFY # 147i ;8" 06 AF �. TO POffOM PWI .CK # 0-150 a 46" AU f0 cm0 5 00MCK # 0-262 a 46" Mf TO COM5 POWa # P-274 a 2411 AF.F POWJ # 0-4995 a 33" A ff , TO TOP POMCK # 0-6106 X X'I a 36" AF f. TO TOO POPR',CK # 0-6106 X 42" a M I I AF,F. TO fop POWC, # 0-670 a 48" MAX A F,F. OC ( Ml15f PE FRA I,E55 TO MEEf COME RE!MFMENf ) (NOf mmt? PY COME) EMERGENCY CALL FOR AID SWITCH WITH CORD WIRED TO INDICATOR LIGHT OLITcinc mq:-D nnnc• - 3„ h� (50' x 100' 5,000) HEIGHT: 20' MAXIMUM; SINGLE STORY CONSTRUCTION CLASSIFICATION: 2C UNPROTECTED NONCOMBUSTIBLE BUILDING LIMITATION (TABLE 401): 2 STORIES 30' HEIGHT 8,400 SQUARE FEET (COMPLIES) OCCUPANCY: (f i PERSON PER 300 SQUARE FEET: 17 PERSONS (FOR EXIT CALCUATION PURPOSES) MINIMUM NUMBER OF EXITS: 2 (2 PROVIDED) • I Y I G�01 1 GUI C DEAD BOLT P V' CY EXTERIOR ELEV. H.M. pCOFI- F Fes! M E C) pW4- 0 DOOR CLO R I ) I O DOORKNOB NP ACTT GUA , I 15"x32" , KICKPLATE 1 �It fir= _ ✓;-�^ •-:_ INTERIOR ELEV. 4-m- Door, i=r'.'A M'E DOOR SCHEDULE. k NOT TO SCALE i f i i' LEVER HANDLE LOCK.SET I ( i 14' x i 4' O.H. DOOR Y� MAR 31 1991 South Windsor pff Inning & Zoning Commiwatt J 7 ' %�-.:mot-�� C�UjZ� �f�kl �„�+.y►�;Uc'Z._. �-I�o !t�LSU�i�'� �. �tr.�-���� �laJ r� - fi.� � t �(T� T� �C� E►L_ 17CSb '�., G� a` �- G u � c.. I M • Pal;& FKA M E co O �O O 5 U 1- U tlJ Z2 O U 0 F- H cn N H iY LULU O O M M Q R ! w 0. v 0_Uj Z r� 0 _ D �. o r cn JOB NC 97_009 DATE !'Q" SCALE : AS SHOWN DRAWN BY : SVN Al ALUM. GRAVELSTOP (y-w>—o—oZo SIDE FEL E V A T 10 N SCALE 1./4" = 1'-0" — — — — — — — — ---- — — — — — — — — — — — — — — — — — — — — — — — — — --------------------------------- - ---- - - - - - - - - - - - - - - - - - - ct c-- �a cc M > rp CU Lr) E a Lo Irl cr) clu Lo c, cu LLJ Cl --j LLJ C'%i > cz) Cyl C"i u O U') M CU CU C) 7) CC c c- Or Y . , Lr) En c:) a) U-) CD -4- 6x6 SEAMLESS GUTTEir 4.6 RAIN WATEr �7: L-- - - - - - - - - - - - - -- - - - - - - -A 6, -G-' 1,► — are RA:'. A,E: A:! 0 z LU z O O LL. X LLJ cn V) w LU 8 C) w z o uj LU LU I— z o 10 Z W ui ui �, ow JOB NO 97-009 DATE p, -7 SCALE : AS SHOWN DRAWN BY : SVIN' ww>—cn—oZo FABF FLAS a T L T Y I (1J O O C c_ ro C a, a z � ro m Y > ro L N w 7 U U QJ L J LO L!) "T 1 C ro C U o rti 0- O` I CD C.J U W Q Ln L JI C1.1 J m a > ;o •D m / CV O O tl', rr) N CV o cr c (� a o) (n to O U V7 O d 'a S CROSS SECTION A — A SCALE : 1/4" = 1'-O" B 4 PLY BUILT-UP ROOFING OVER 2" RIGID INSULATION 1-1 /2" METAL DECK OVER STEEL BAR JOISTS ( SEE STRUCT.DWG ) Cv�+`L y" - �• �� � j t...� anti �x I 1 �;'Y . y1 -, 1.��/ '.,'. "�S �� di }-•' L 7'+ �{ 'G � ��`3�'�w��s+".i �p. ,,tie- s , � ` S a F' A r '• • • •• i •1�`,�^ r �..• / �'rw�!�.. �rr.� .. .. �-�s .� . 'xlii ��.�` ++.�'y4.e..._. . ,_.. .. _.» _ --{xiv�+..71.�i�i � .fi..'�: SCALE- : 3/4" = 1'-O" �A- )i ALUM. CAP FLASHING NVEL STOP GUTTER LAT BAR nn�nrc- Jt't"VI-C I J BLOCKING BLOCKING CONT. i TO MAS. WITH 6" A.B. @ 4' C.C. RAIN WATER LEADER SUPPORTS @ 4' C.C. BUILT-UP R 1-1/2"x1-1/2 DE WITH "J" R01I SECTION B — B SCALE : 1 /4" = 1'-0" ALUM. GRAVEL STOP 6x6 ALUM. SEAMLESS GUTTER 2"x1 /4" FL �,T BAR GUTTER SUPPORTS a 32" C.C. 2x6 WOOD BI.00K:i•dG 2x6 WOOD BLOCKING COIvT. ANCHORFD TO MAS. WITH 1 /2"o x 16' r.B. @ 4' C.C. -- 6x4 ALUI,�,. R {'! \^,'/TER LEADDER 1F.rL_ S! ct?TS (-a: 4' TH WG S SCALE : 3/4" = 1'-O" r ��� �r,rnr•sr r� "�~�� v' '' _. 3 4' _ 14' x 14' O.H. ,DOOR Al "M. CAP FLASHING D BLOCK NG WITH Ox16" � .B. @ 32" C.C. 80rt� gE.a� We cr BLOCK COURSE FILLED � OLID. TYP. STEEL E EAM WITH C 12x2C .7 SEE STRUCT. DWG ,.\r Him w Q 0 0 z co Cl .o 0 U U W Z2 O U 0 W Fa- Q F- ui - W F- W 0 M w �a 1 fyz IX �w Imo" Z H a � W Q U en cc Q W Z i V V 1 z 0 » Ww .inR tin 47_t►na I DATE SCALE rS SHOWN DRAWN BY : SVN A3 s Q�w>-0-0z0 o- L CU i Y V a; o c Q) C L � ctii rt7 rr, z > L In rD Iv � U Cu Ln C\.1 LO —I rn CD a� o -o l0 is Q L, (:jro a 1 m o _ 3: a a: _ S L U lL Q U CV cr 0 c� O to (T) raj ru aJ 0 Lm Y-+ Lr) L Co a) i o 2 •o = "�tD>� �OUhtT Dx�rlohj�.L t,.trA TAIL Pt4ONE BOX y�JY I RvLS ! r0.5PA,'0hr, t To �i�U ED:,5 �I 05SK PHONE 1 �1w VJ 1" INS,A! rn ELECTRICAL PLAN SCALE: 1/4" = 1'-0' rF4T?-R 1 P+C\E COVDU�"� TC LL5K NOTE. ALL ELECTRIC/C�)M?1Uh'C= 'BOXES ARE TO BE FLIJ54 n0 1- TALL pr+OKE BOX RADIANT NEAT TNERnJSTAT 10YER GE5Q . CEIL FAN5 3-SPEED CONTROL III/ REl%vTE REVERSE - O'1AD RECEp I . - FL. L4:Y++T 91 I A D>=tr. 0 0 � :.(t icri o tom( C�+� • i - '� - �A L ACSC 5AX W A i,1 eaR..ro.lo-.n,-n w,.7.ts cw �! MC�H (.ALV. O•�r f>•.N � S7Rft11'o 70@/Gf 11nK WATER H�L�i'f=i� DEi�_ yLJ e?1..•� i�e(�EP'1 a .lrE �1'ir Cs1:G'r i L A � � ELECTRICAL NOTES 1. PROVIDE ALL LAMPS AS REQUIRED AND AS INDICATED ON PLANS WITH NECESSARY HANGERS, BRACKETS, SCREWS, FITTINGS, ETC. 2.----PROVIDE ALL WIRING AND CONNECTIONS FOR ALL MECHANICAL EQUIPMENT AS SHOWN_ ON PLANS, INCLUDING DISCONNECT SWITCHES FOR ALL EQUIPMENT AS REQUIRED BY NEC. . 3. ALL BRANCH AND FEEDER CIRCUITS SHALL BE ARRANGED TO BALANCE THE LOAD ON 'THE PHASES AND SERVICE.• 4. ALL ELECTRICAL WORK SHALL CONFORM TO CURRENT NEC, NATIONAL, STATE AND LOCAL BUILDING CODES. . S- ALL MATERIAL AND EQUIPMENT SHALL CONFORM TO APPLICABLE UL AND NEMA STANDARDS. 6. THE ELECTRICAN SHALL COORDINATE HIS WORK WITH•OTHER TRADES AND SHALL PROVIDE LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO CONNECT ALL EQUIPMENT, LIGHTING, AND RECEPTACLES DESIGNED FOR THIS PROJECT. 7. CONDUCTORS SHALL BE TYPE 'THIN/THWN' OR 'THW', 600—VOLT STRANDED COPPER. 8. CONDUIT, WHERE APPLICABLE, SHALL BE ENT CONDUIT. r, 9. THE' CONTRACTOR SHALL BE RESPONSIBLE FOR THE NECESSARY -CLEARANCES AS' REQUIRED BY THE MANUFACTURER OF THE EQUIPMENT. 10. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMISSION OF SEIOP DRAWINGS TO THE ENGINEER FOR HIS REVIEW AND APPROVAL. 11. THE CONTRACTOR SHALL VERITY THE SIZE OF THC EXISTING EQUIpMEYgT F-?' 1.rHE SITE BEFORE COMMENCING WORK. Iwtr"zv e, 7-' O" tIE.�F I. f0-15K 15a.IZ7Z V es 7,44' 6u3*r 1:�rN A%mkavC- Z oo-c- cn. W--o" W/'i5tn� bc.cso*4 MK. :�YtI;�J� f�SODEi..+ ��� FWiS-i h'{ULAfTIrJGc RE'�S!.iV'�S %N^1-11r5 TYR +K uuC;� A 14.4o- 3 400 NlVrAt_ AAL4cr- ;, ),t Svs�P, �1.��. ��1'sFLirtralC Q R u u v Wo- 44�-M melm- �(dur�E �A[141.L +�,��. . t �, w,.. P•wc O•+ ?.�c.cc` 14-rl�-rE ` / roiAmc. 1=xrr &6rw. yv'Lu.«rs 't: SGo %-r- -y Ll" :===-=3 ST� 2v6 P. oerece►rr Lwtrn►w- R�tY►�O� 5-TI�. WAI,LL OV6CWGAt s)00c OftM&f- W/ t"1 VIM WA STD. V[ ILL I7u��.sx +2�rxrnc�ts dwa,v 'g w4Arrn4LA �.--O JTI� WALL U�M% lo•iStZ DFVIGIIZtcD ,V-,`A j- L NUe.lrr .}Je.*rE_ .DtA 4-r LI 1�? •P 13RC�A.hI CPYtr �JTZ7 L,EIL1144K 4SILI144. NNi U M F_.,tc wr wt/ 411AL4-Cw B.D.D, �,vJ-r-crmstict VsAm 7G7-17 WA -LA- N.ou1,4T- S�xs+.wsTr t ST17 Susp '4g'tlw� tLi' RFvsl� tj�' t,�tw.-r,-b.w� ccMr/�:�'>r•� �> GIKtLl11T' eZuy W P�CRPP µ1T� 1Z dr^& . CAP. m Lij 0 z JOB N `- 97-00a DATE; SCALE AS SHOWN DRAWN BY : JD_ rLI T L CU fD a, O m a: a a L co CU cn �m z L a) .Y u-, t > D QJ =3 D Ln la rn 1 --a a CD 'c:� L_ 66 . u LD �Q 1 ®� c� � 3 L U Li- Q U CU Co rn o� ) a o � m / cti 0 u O 1n m a) CU l CD U r O i CL C G_ Qt � !n O Q7 Lr) O n- 'o S \4mf lc Az,m, WATEP "El m-al_sl:Fl - .}dos � '�► c� PLUMBI SCALE: 1/4" = - GW F-W P 2 r,►k�.��y-�Ay��� �� - �L- �1�L-ate _. _- -_ -`e P- 4 'f) L ry 6-1 Af< � 1 LaT L� i Z„ ZM. t' Z" Z4x P 5 -- w- �>� Z� �2 uT55 ," - 3�t►K ,4• 12�6-4L LEG EN D SANMARY COLE) WAT EF '• •• •• HOT WATER -0-- a GAS PIPING ,r� M ■ 3.06 GAS PIP:NG SYSRT GAS MPTANY Nr.L PAOYMC ICN GAT SWICC AND REM. O7etttt,: TO CLnLC SIDC Or Rca AND PYt r= A1L CAS PIPING LiS=MALLY AS IMICA= CH = UW`INCS, I =12C MRMC:10C 10 ALL MM= AND CQLa?? Q .. PIPC PuRICAxim Am Nr.,DDC SRALL 1C =a IN AccamAN= Ifm -m PROVLsicHs or SL'_ W 4 a T*1E Anil 0=, U1.1-199S. REMMM OXMI)A'S SHALL BE = PX ALL ROUC-ICTAS IN PIK SZES: K.'9fDYZ ARM = ACCCn)kX[. L _ RErCREy= TO 'C:PC=M W A"TIONS' SHALT. W DCVk2Rr.L7 AS KING DO 1Gk=, NCN-AL`t71'ALE CCL =, CR ANY Oil= ICI AUDILT AC=S:lLE LOCO^.CNS. - PIPC AND rT:PDNGi TMCAM SWZ CWU WMI TWC A-MICAR SV7C1 C PCR Pin .WZAW. MLSI, 92.1-INS. PIK WM TWMAD4 WHICH ARE S:RIPP©. O.IP►M, C7tPa-LC, OR C.AZRW1SE DAI%L= MOO "DT K 1S _ . Ir A NPR OPDiS DLItIC M OFMA-ION Or C1TITDC Ot T1/tf.1012C, THAT PCRTIOH Cr THC Pin 2WL NCT K OM. NDRISCb`TU ►IPES SHALT. OIADI TO TW RISER AID PXN Tt= RIM TO A DRIP, AM PISS SMALL K f= PRC". SACS• MI. A T= PTTIDC Or AN = rrrrDC. SN1E L15m AT TH9 20MM Or A::. R== AID DRIPS. mxm AND DRIPS, I"= REQtI:Rz:7, SRALL Owom � �/� r/l"•��• \l��.�r� N PARAGRAPH 2 rX ANSI 171. R S= SS. ALL IRAI60 == A P.?CS u0 TH9PrLm0 9m. sRALt K suml rAC" T1NC TA a sma Or adtisONrtAL LDNP3 AID IDT PX?t r+s 4oTTo1. . Tw Pr= cr TINE PIPING WJL K ID LESS TW 1/4' Do 15 r . MO IO M16PS IN Firm.TRC /L). DRIPS SRut K DOULLM ONLY Mott 7dtY Co K Rt.:DILY &%PTIED at at CLERIC. PTK Room Cl, C3CCM A AND S=X. A -T HIV ITS 0 1CM OMM mm= AND c1J)m. so% K LO Xm AT EACH LON JDDa DN THE LIMN. P.J IGM XV CAaU..s. ==114 TRYDI l)G=A ATTOt. WLL CDWCRfl M PARAGRAPH 209 (c). Am= 01.1.3-1N4. My= GASR= MY K t2TUM Mz rl%= Cot RIM TYPO, MCC PR01 A SJNDANO GRAM MIMI% of A R1PotzriON 3K= PAO NG. M2TRM Pat GASR3.TS SHALT. K Or A TYK M1101 IS 10T AT: = DCRIPCfiJ%= tY MC GkS HNCLPJ IN Tie PIPDC SYSIM. Rvr-" SI= FM PIPM C34=AU%Dt M1.0 A10 CLIS.DCS JH" K 3/4'. VJX LS, X-M J1.S. AIO ANNOPS SIWIL Caa' M TO PWAPAPH 213. A?= 331.2.2-1955. ►IPIC SMALL MA K RRPMG, SM%PPZD, CR 0TWb IA RJPT = MR NA= PIPLS Ot CLSC:Ric C70LZT3. 1. 1/2' PUT: 4 PT21: 2. 3/4' CR I• Pin .a': X 3.1I/2' a LAA= (WM=rSAL): I0 .t1=. 4. 1 1/4' a LAP= (Y9MCAL): S1�ERY rLOCR LrrG. , �I HV44 &C PLa lBING DX3TES PLUMBING INSTALLATION SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. PLUMBING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLY AND INSTALLATION OF ALL PLUMBING FIXTURES AND PIPING, INCLUDING VALVES, TANKS, FITTINGS, ETC. FO(Z A COMPLETE PROJECT. HOT AND COLD WATER PIPES SHALL BE COPPER. WASTE AND VENT PIPES SHALL BP. COPPER OR PLASTIC AS ALLOWED BY LOCAL CODES. UNDERGROUND WASTE PIPE SHALL BE EXTRA HEAVY CAST IRON WITH APPROVED FITTINGS. INSULATE HOT AND COLD WATER PIPING WITH 'k" WALL THICKNESS ARMAFLEX. HANDICAP? SINK WASTE AND DRAIN PIPING SHALL BE INSULATED WITH k" WALL THICKNESS ARMAFLEX ALSO. CONCEAL ALL PIPES IN WALLS, ABOVE CEILING CR UNDERFLOOR. PROVIDE SHUTOFF VALVES ON ALL HOT AND COW -WATER BRANCH LINES AND UNDER EAC -1 FIXTURE OR PIECE OF EQUIPMENT SUCH AS A HOT WATER HEATER. PROVIDE AIR COLUMNS OR OTHER WATER HAMMER ARRESTOR DEVICES AT ALL FIXTURES. PLUMBING SUBCONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES AND MAKE, MINOR AWUS04 NTS IN THE FIELD WHERE REQUIRED. HANDICAP WATER CLOSET SHALL HAVE ITS SEAT AT 17"-19" ABOVE THE; I;Ft►i& 4z 10. ALL.'GAS PIPING TO CONFORM TO NFPA 54 AND UTILITY COMPANY REQUIREMENTS. 11. ALL PLUMBING FIXTURES TO BE AMERICAN STANDARD, ELGERP KOHLER CR EQUAL -UNLESS NOTED OTHERWISE. COLOR TO BE WHITE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE EM THE SUBMISSION OF SHOP DRAWINGS TO► THE ENGINEER EM HIS REVIEW. 13. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR THE NECESSARY CLEARANCES FOR. SERVICING AS REQUIRED BY THE OQUIPMENT'MANUFACiURER. 1. HEATING AND VENTILATING SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE ASHRAE, SMACNA, AND BOCA CODES. 2. DRAWINGS ARE SCHEMATIC AND SHOW SIZES AND LOCATIONS OF INSTALLED EQUIPMENT. HVAC CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES AND MAKE MINOR ADJUSTMENTS WHERE FIELD CONDITIONS NECESSITATE, TO SATISFY THE INTENT OF THE PROJECT. 3. THE PROJECT CONSISTS OF HVAC EQUIPMENT SHOWN. THIS CONTRACTOR SHALL INSTALL TWO GAS FIRED UNIT HEATERS, ONE GAS FIRED RADIANT HEATER AND A BATHROOM EXHAUST FAN WITH DUCT AND WALL CAP. 4. ALL DUCTWORK SHALL BE GALVANIZED STEEL. 5. SEISMIC RESTRAINTS: CONTRACTOR MUST INSTALL ALL DUCTWORK, PIPING, AND MECHANICAL EQUIPMENT IN CONFORMANCE WITH SECTION 1113.0 OF BOCA - 1987-90 AND SMACNA GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS L.A. - 1982. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARANCES AS REQUIRED BY THE MANUFACTURER OF THE EQUIPMENT REGARDING SAFETY AND SERVICING OF THE UNIT. CONTRACTOR SHALL INSTALL EQUIPMENT IN CONFORMANCE WITH MANUFACTURER'S STANDARDS. } • • JOB NO 97-009 DATE .3 -� a-' 7 SCALE : AS SHOWN DRAWN BY : JDL M-1 Ott c-3Z LN �7�0 �'Ot�r MW>-4n--0ZC* Z" � �1CTEt.ti7 "Z`sCT;'Ottr� t,',r{oi<i� � Z N� � y �� DF 'R4aoi� '-•rarS•rvj. ! �t 't'�!5 >� rS '�..�.�. tc � l� A c�it� Imo• \ t �- G.01JL, �LAv ON 4 Go'Jt" .� r • ♦ r ; ' A�l � " 0 1 SL-•� t O-H.DOOR FRAME BE"' OND APRON TO BE 41-a' FLUSH WITH N. APRON UUTH s DOORS FLOOR SLAB AT DOORS 1/2' EXPANSION JO!NT MATERIAL FLOOR4• CONC. ASPHALT SLAB BROOM FINISH z�C PREVENT VERT. MOVEMENT -- . _''' o 0 OF APRON' AT EXP.AHSlON CONPACTcD Flit JXP—A.ND/OR vRAVEL AS REOUTRED BY LOCAL CODEr5) i=OUhD.ATiON AS DES! ;NED FOR SITE SPECIFir- BOND! i iON5 SAC T 10N--ON�. AFRON A` C.L?. DOCK SILL ,I_F _ Vz." L f -p, 1. MATERIAL SHALL CONFARM TO THE FOLLOWING: CONCRETE: F'c 3000 PSI @ 28 DAYS. REINFORCING STEEi',: A-305 & A-15 BILLET, HARD OR INTERMEDIATE GRADE. 2. REINFCXtCING STOOL C:OVIM SHALL BE: 3" WHERE (MM. ETE IS DEPOSITED AGAINST EARTH. 2" WHERE CONCRETE IS EXPOSED TO GROUND BUT FORMED. 3. DOWSL ALL INTERSECTING CORNERS. 4. STONE CONCRETE: ALL CONCRETE WORK TO BE FIc = 3000 PSI 5.CONCRETE WORK SHALL COMPLY WITH ALL OF THE REQUIREMENTS OF RELEVANT SECTIONS OF THE BUILDING CODE. 6. ALL STEEL BAR REINFORCEMENT SHALL BE ASTM A615 GRADE 60 (60,000 PSI MINIMUM YIELD) EXCEPT TIES AND STIRRUPS MAY BE A615-40. ALL STEEL SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE AND, IF NECESSARY, ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL REINFORCING BARS. 7. ALL REINFORCING BARS MARKED CONT. SHALL BE LAPPED AS PER ACI BUILDING CODE AT CORNERS, UNLESS OTHERWISE NOTED. LAP CONT. TOP BARS AT CENTER BETWEEN SUPPORTS AS REQUIRED. 8. CONCRETE CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, PIPE SLEEVES, ANCHOR BOLTS, DUCTS, ETC., AS REQUIRED FOR OTHER TRADES BEFORE - CONCRETE IS PLACED. THESE ITEMS SHALL BE INSTALLED BY THE CONCRETE CONTRACTOR. + tZ'-O"* #•}flc��r iNL.i. - 1 �DIN�Ta�-t� �yRo�t+�Ll_ tZ IN�ou� cT 1►� �I�yr Twit:, f40r-%wwaL Lau�.�t;s o>r Gr�ovr � ��acy �•rlt�rz. C�c��.sC �i�EszEI►aPra�. M Iti Direct Fastening Standard DX Fasteners NK Pins Sh&nk dtamstsr.14S• lot cor agile gird NeeL hem No. Nscriptan Length Item No. Description Leegth 000410571 NK 22 S 12 ?h' 0004/0704 NK St 312 2%* 000410589 NK 27 S12 1' OW410647 NK 62 $12 2vi' N 1 +14• 00041065/ NK 72 312 2?k' ;YJ0.410605 K 37 S 12 1 000412700 NK 62 D 12 3+I4' 0004 t 2719 NK 97 D 12 3a4' 0004,09 21 NK 47 S 12 1'i' #359F Serles - Anchor Straps s 0159F - M1 GoNh4-)I Cop Goiv/StCW--33 Sled - 3/4' w46e 11 12 ga. rk k a r tong. g1 Phg / hcf»s d .•9Ai 4'' 0dK 1%0b tIH - Ctfw ►a +/1• or 3116• Gil %be re. V4' Ids os Ww�1�4 --- ■ j157rx §nEt= -44. bbuf �wm* d d' or 10' (dfseis as 16• O-C) n 01S-;1FH C - Solve 0s •159F-C Dui with 1/r ho+es to town - �y;�• - 1159f mC 0159F-C ore for ailoctrr,enl b sleet. - r15XH and 035911H-C o,e la 0it3ctvnxv to rretat shed. COri0e1R of nxncrwy 11) CaVM w.o SOi�,3,� . VA. the in cv*rciton k4th Voe WOE re "M (Pp or 1s+'4.•. .�;: f3MAW (Pp. 10) 1t+o sy !em Cnchcri mrmorxy 10" sbuchrd tome or,-.,4 q cZerentkc mwnent withoul arFY incruter or $tresses ; 035W .' 0334FH '. Hoh=ry) & Elanard, Inc• LIPmy - - IMF, -ve•e Wall Tie ifMT r Jt•4ot Do Gdv!>folNass Sleet ■ 3/ 16 11r dlaneierf woe 3- wide : Y bng elf• wide r 44' tong 7' w4de s 7' kxv • 5' *4dli r s• b^0 7- w4d10 : 9- krlg K Orns YtOs requrst For use with t4 rs OWIC Series Mch rs (h4rq trick veneer lo sleet OudsJ ar t %Zs 115C Series WNd0n this Q*V rrKnonry woes to sled t.o1 vmR Hohmann & Bonard, !nc• •o • wA / Qfi1E(�p%C.11.( 4 r,z 15Y ,,-• AtjcNoir -rE A P tka54 FN BY Nf8 &- 32' o-C - t- J MIN TIE &3?W . AWaIo¢ s'�D 'TE 1T16sJ MASONRY ANCHORS , ,tj'Y ?,a $% i ZZ 6rh6ee f;*r-j wrv-D t.Nro�-rA 1► 'Roof 'o I -s=eo" L st-&" L zi =Co" L 5`-4" 1, I, 5 =ci" � Irta' io 'S =!i" L Selo" R t T�.{Gs- j r4 x fi'�~X � }�►16ra- � •i-t-oRk Z..o wr I.-. 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