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BP-281 _ - --------- E.:0J I i. ID 1 ,1\ii.; c:§1--,1 km 1: I . . LI ,i10 28 r3 tt . ,„.,„... ... “;:i : ,.-_ ii. . ,.),;, ,-0 z 131 . /7 -, -- - I t%.i. 1. t ,,". l , ( e3 .t:In 7 I '. r' I 4 , 1,. t ;!:* . . s?.......4..... • . ." .1 ! '-. - : . .7. ',:t i k'. . 1,-.., , -, -j„ i-;, f . n,' . 1_. I. I 1`..,. --,,i ::: 3 r- ','.- ..--1 C - rnth-i t f. ' 'X 7'7, " (.a ..,/, ;2 ''• . - -i" i A t ; , U ) '. ;,,.;;i7 ' t -, . . •;- . /1 ' 't i i L L,,, BUILDING PERMIT Dartmouth Building Department Plat : 66 400 Slocum Road-P. O. Box 9399 Lot (s) : a-aa North Dartmouth, MA 02747 Lot Size: 45, 209 Telephone 508-999-0720 Zoning Dist. : SRA September 8, 1?tl98(I3uped) Permit No. : 281 Issued Date: Clerk: lls Project Location: 9 Blueberry Lane Number Subdivision Name: Nearest Cross Street : off Reed Road between Rt. 195 & Hixville Applicant/Agent : Gary P. Pelletier Address: 904 Broadway. Fall River. MA 02724 Contact Person Phone It: ( ) 508-676-7861 Type of License: Owner: (x) Const. Superv. License #: ( ) Architect : ( ) Engineer: ( ) Other: ( ) Proposed Use: Residential Residential. CoaercHl. ladatnfal. etc. Permit Issued To: New Construction Typo o1 l.peavennt. Add. Slop. New Coast.. DOA. lend/lbw. etc. New Qne-Family Dwell •nni3 bedrooms/3 baths/septic system/well/oil heat Indicate no and tutbnne.e and other roan Gross Area of Const. : Cost of Const. $95, 000. 00 Cost-Other Const. : TOTAL FEE: $ 328. 00 Owners) of Record: Gary P. Pelletier Address: 904 Broadway. Fall River. MA 02724 All work shall comply with 780 CMR 5th Ed. (MGL Chap. 142) and any other applicable Mass. Laws or codes and plans on file. I hereby certify that the proposed work is authorized by the owner of record and I have been authorized by the owner to make this application as his author zedV/ �////7 Signature of Owner/Agent : -�'C_ ) Address: Signature: Approved/Issued By: William A. Braga, Loc/Building Inspector COMME S: ORIGINAL 0 APPLICANT 0 ASSESSORS 0 CLERK 0 COPY BUILDING PERMIT rommvirgi FIELD INSPECTION Dartmouth Building Department Plat: 66 400 Slocum Road-P.O. Box 9399 Lot(s) : 2-28 North Dartmouth, MA 02747 Lot Size: 45, 209 Telephone 508-999-0720 Zone Dist. : SRA Issued Date: 10/28/93 Permit No. : 281 Project Location: 9 Blueberry Lane Number Street Subdivision Name: Nearest Cross Street: off Reed Road between Rt. 195 & Hixville Applicant/Agent: Gary P. Pelletier Contact Person Phone #: ( ) 508-676-7861 Proposed Use: Residential Residential, Commercial, Industrial,etc. Permit__I sued_To_ _ -- New__Comstr„ction__ Type of Improvement,Add,Alter,New Count.,Demo,Land/Move,etc. New One-Family Dwelling/3 bedrooms/3 baths/septic system/well/oil heat/3280 sq. ft. indicate no of bedrooms and bathrooms and other rooms Owner(s) of Record: Gary P. Pelletier Address: 904 Broadway, Fall River, MA 02724 DATE TIME TYPE OF INSPECTION REMARKS INITIAL / pp l�c�o .tea,o_ itz Y— ...tt7st Qie1 Or aS � Sat F/LL cia_s /7- !`f_ r _c. /fir... r G r ✓�7 91L. T 5,14` 7`J Noe �AJccLJi e;„, /1/2)7,--Q_(_o1ctot <20 £tab" em u,r raga_ TD _tee 4Cy C. s N,G I✓iti �/U e�lLw.//!J i—GIC'1- 5'- /— 9�/ w/o�i o-s> Q CED.4x /er%A OCCUPANCY PERMIT GARY P . PELLETIER NEW DWELLING Occupancy is hereby granted for the premises located at 9 Blueberry Lane Assessors Plat 066 Lot 2-28 The premise has been found to meet the requirements of the Massachusetts State Building Code in effect as of the date of issue and other applicable Massachusetts Codes as evidenced by approvals affixed to the reverse of this permit. The use is further found to be in compliance with the Local Zoning By—laws for use as indicated, as of this date of issue. -..-. _ This. permit - i3 --rssrthci^ CGry aw Yay'oiEu on ti5r - -. continued maintenance of permitted conditions as provided by law. ZONING DISTRICT— Single Residence District APPROVED USE Residential OCCUPANCY LORD VARIANCE/SPECIAL PERMIT (case #) N/A AO ey by Date of issue : David . Silveira Building Commissioner & 9-Z 9 V Zoning Enforcement Officer 5 k00#A E2;r0G: I. 0.04C*:*A5.0 tfi El+I040.AL•: :fIP000. •.i[:: : ::::t ii : tiie: :s:a:grie `.'tip: ie;acti:::i33.44: L:osiAilligOi4in:g:;:;: BUILDING SPECIFICATIONS PER 780 CMR 119. 5: USE GROUP CLASSIFICATION TYPE OF CONSTRUCTION MAXIMUM LIVE LOAD FLOORS SPECIAL CONDITIONS BUILDING P rmit No. 281 Approved by �SDate p-Z C Y Comment PLUMBING Permit No. 016" Approved by _,eeau) Date /3/•5t Comment 4 r' ozeinxt, ,c8- 7-it-Ai-iC wire, , GAS Permit No. Approved by Date _ Comment /tom Co, ,�.te t:o cur "3/i/ ELECTRICAL Permit No. S/0�i Approved by,'71,.2a, Are� �.c_Q ° ..p Date A�o?-Cr; Comment (gypr�y ATJ/P. ier - a,;, sJ FIRE Di5'r3 Permit No. Approved by '//A /77 C,44rr%0.e# Dat a S'-A 6..4y Comment BOARD OF HEALT er }t No. Approved by \ „a, q�,c� C, Date 9•a--9y Comment 0 DPW-WATER / Permit No. Approved by X { Date Comment DPW-SEWER Permit No. Approved by N/1 Date Comments WATER DIVISION-CR SS CONNECTION - JOB * Approved by Art; Date Cnmmenty 'V -�f/I ,-°'7?c4-z___ -C. i,` -“%U,_ '7 -.; -��,y , • _ REQUEST FOR ASSIGNMENT OF HOUSE NUMBER Owners) of Property _ Cr eR y 9- _5"X eo„/ ,47�E72 >e Present Address g#9 PA 'e.—.c , /// ,Ad.F,e /.94 029 2 c7 Telephone Number fa$rC7j_ 77C/ House Location: Plat 6 6 Lot 2- 2 S' • Subdivision igESE¢Ry Agfa Lot i3 (7) `\: Corner Lot ? Yes No X Street t3/i,-e6. e/7 4,40ik Single family X Multi Family Condominium # of Units • Site Pldn Submitted ? Yes Hoo/ Date Submitted 7- - ? 3 Signature of Owner House Number Assigned 9 auEPEsz2YLANG Date Assigned 9- g -93 Date Assessors Notified q-.9'_93 Date Building Dept. Notified 9_9 -93 1\� Date Owner Notified /4-etck Department�. P vent of Public Works ICY `6+A 310 cNR 10.99 ' DF3 File No- SE 15-1040 Form 8 - R r C',PI E D (To be provided by DEP) '99 SE? 16 PH 3 !T°-° nnuth Appboat Sharon & Gary Pelletier Commonwealth PARTIAL✓ L �JG DEPT. 02 � of Massachusetts Certificate of Compliance - Massachusetts Wetlands Protection Act, G.L. c. 131, 540 From Dartmouth Conservation Camassion Issuing Authority 9 Blueberry Lane To Sharon & Gary Pelletier No. Dartmouth, MA 02747 (Name) (Address) Date of Issuance Septenber 7, 1994 This certificate is issued for work regulated by an Order of conditions issued to Richard G. Hawes Revocable Trust dated 7/22/93 and issued by the Dartmouth Conservation Caanission 1. ❑ It is hereby certified that the work regulated by the above-referenced Order of conditions has been satisfactorily completed. 2. 12 It is hereby certified that only the following portions of the work regulated by the above-referenced Order of Conditions have been satisfactorily completed: (If the certificate of Compliance does not include the entire project, specify what portions are included. ) Lot 13, Blueberry Lane 3 - ❑ It is hereby certified that the work regulated by the above-referenced order of conditions was never commenced. The Order of conditions has lapsed and is therefore no longer valid. No future work subject to •regulation under the Act may be commenced without filing a new Notice of Intent and receiving a new order of Conditions. • (Leave Space Blank) • Sharon & Gary Pelletier - PARTIAL CERTIFICATE OF COMPLIANCE FILE NO. 15-1040 4. Et The certificate shall be recorded in the Registry of Deeds or the Land Court_for the district in whg; e land is located. The order was originally recorded on / (date) at the Registry of Bristol , Book 3107 , Page 3R 5. ❑ The following conditions of the Order shall continue: (set forth any - conditions contained in the Final order, such as maintenance or monitoring, which are to continue for a longer period.) Issued by Ilartimuth Conservation Cmmi.ssion signature(s) NLY .( R� When issued by the conservation commission this certificate must be signed by a majority of is members. on this 6th day of September , 19 94 , before me personally appeared George A. Levesque - , to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. ,%S • 6/28/96 Notary Public Rita Costa My commission expires Detach on clotted Line and submit to the Dartmouth ...:nservation Comm i n ion To Dartmouth Conservation Commission issuing Authority partial Please be advised that the Certificate of Compliance for the project at: File Number 15— 1040 has been recorded at the Registry of end has been noted in the chain of title of the affected property on , 19 If recorded land the instrument number Which identifies this transaction is If registered land the document number Which identifies this transaction is Signature Applicant 8-2 r C z Ph ( RECEIvED D :3 ' '93 HOU 15 Aft 8 19 m DARTMOUTH €EUILDIRG DEPT. r - Z n 0 Cn ? z r) mm o cc z0 •1 i+ .:10 n v O ' n D [1. y,a,$ igo. 1ate, O j.... z C 67 Oar- I > O FL'. m • O Fi z w C m p izic N.. k k III Nri ‘ 1 I N m 0 3 I � { ` J 88, z � b\10 N i P \rq ?2\\ s. Fr Dtp - Y \ .fl' • ` u o. 1 r, b/ ' xVi 1*7' f 31 5 3 r.. i,, til 2 -111: -il 2 Q 0 R1 il CC s I- Lti a I o C z U. a 41 1 p m r6 � 1 .......Thii.. .._ , 11,...) rd Nth \I ,,,1/4 , _, s CC It Required approval Approvals received please (H! approvals Please (X) approvals and required for this project Initial as received DATE INITIALS Board of Appeals - Water Card Sever Card 5rpitoard of Health _ rl— N Bond Selectmen Conservation cc�� 54' p, Fire Chief Ok 21- Cross Connections Licensed Contractor Controlled Const. Aff id. - P Other information required _ _ RECEIPT FOR PERMIT t UT TOWN OF DARTMOUTH PERMIT NO. \% iS No ' Date t - Received From Owner Location Type Amount Paid Received By RECEIPT FOR PERMIT urx. TOWN OF DARTMOUTH PO'RM �y No t 1/i A c j/1�Y4/r f% ri1> ri Date ,/// hr., s Received From 2-k 1 ➢,c ,./ fie ir l✓ Owner -� '2 Location '1 xt i. -t ?t- _.1'L._ i i Type , _ _._ +i Amount Paid Received By :` ,� .r P PERMIT NO. igr s, ifr TOWN OF DARTMOUTH DATE ISSUED , Ir 'a- ill �� x;' TOTAL COST �1i3 � r f y .APPLICATION FOR C • �, y� LESS APPLICATION FEE c—' °d 1 :c.'y WILDING PERMIT FINAL PERMIT FEE j LOCATION OF BUILDING p 01 Number & Street hit: �i*Vr 01.1 Zoning Districts( 4� Nil:/I � / 02 Cross Streets(between)1 t 4ck/ 4EGK) 6i-"L o;' Az /iC and f/,'r:-,i��,c A...2/ 1 03 Lot 2 -28 Plat !66 04 Subdivision 134:cL5QQv fe 5 Lot /3 I / OWNERSHIP COST 05 Private (individual, cor*oration, 36 Cost of Improvement non-profit institution, etc.) 36.1 To be installed but not 06 El Public (Federal, State, or local government) included in the above cost TYPE OF CONSTRUCTION 36.2 Electrical 07 1K New Construction 36.3 Plumbing 08 ❑ Addition -Type of Room(s) 36.4 HVAC 09 ❑ Alteration 36.5 Other - Specify 10 ❑ Foundation Only example: elevator ire 11 CI (#of units if residential) 37 TOTAL J 12 ❑ Moving (relocation) I I STRUCTURE STATISTICS 38 a Wood Frame - 13 Number of Bedrooms 3 39 ❑ Masonry (wall bearing) 14 Number of Bathrooms (Total) 3 40 ❑ Structural Steel Full-Tub I 2 41 El Reinforced concrete 3/4 - Shower 42 ❑ Other - Specify I. 1/2 - Toilet Only 1 RESIDENTIAL-PROPOSED USE DIMENSIONS 1 15 ®.One-Family I 43 Number of stories 2 16 ❑ Two or more families 44 Total square feet of floor area, all floors, Number of units based on exterior dimensions cSi* 18 ❑ Garage 18 ❑ Shed 45 Total land area, square feet 1# 'T 2- 3u7 19 ❑ Carport 20 ❑ Swimming Pool SEWAGE DISPOSAL In-Ground Above-Ground 21 0 Woodstove 46 ❑ Public or private company - 22 ❑ Fireplace 47 0 Private (septic tank, etc.) 23 ❑ Other - Specify WATER SUPPLY 48 ❑ Public or private company 1 NON-RESIDENTIAL- PROPCSED USE 49 A Private, (well, cistern) 24 ❑ Amusement, recreational 25 ❑ Church, other religious PRINCIPAL TYPE OF HEATING FUEL 26 ❑ Industrial 50 ❑ Gas 1 27 El Parking Garage 51 C2-4Oil 28 ❑ Service station, Repair garage 52 ❑ Electricity • 29 ❑ Hospital, institutional 53 ❑ Coal 30 ❑ Office, bank, professional 54 ❑ Other - Specify 31 ❑ Public utility 32 ❑ School, library, other edjcational TYPE OF MECHANICAL 33 ❑ Stores, mercantile 55 Will there be central air conditioning? El Yes ®'No 34 ❑ Tanks, towers 56 Will there be an elevator? ❑Yes ❑ No 35 0 Other- Specify PARKING PER ZONING BY-LAWS 57 0 Enclosed 58 ❑ Outside 59 Does this building contain asbestos? ❑ YES 7 NO If yes complete the followigg: Name & Address of Asbestos Removal Firm: \I IDENTIFICATION - To be completed by all applicants PLEASE PRINT n i 60 Owner (print) C13f y( �/�E/f�L�/ �f4r7A MAILING V ADDRESS �<rF? ��l 0??Z i NEE NO7 ' Vol ,4NAME MAILING ADDRESS TELEPHONE NO. 61 Signature •r-�''t€ DATE '-27/"h.?' Builder's 62 Contractor (print) License No. NAME MAILING ADDRESS TELEPHONE NO. 63 Signature DATE 64 Architect or Engineer (print) NAME MAILING ADDRESS TELEPHONE NO. 65 Signature _ DATE CERTIFICATION TO PERFORM WORK 66 I/We hereby appoint NAME ADDRESS as my/our agent for the purpose of applying for and obtaining a building permit for the work to be done described in this application. Signature DATE ADDITIONAL INFORMATION 67 Has A-1 or Determination been issued by Conservation Commission? Q YES ❑ NO Submit copy of notification sent to DEQE and the State Dept. of Labor Industries and result of air sample analysis after asbestos removal is complete. 68 Owner or Agent - I certify under peril of the penalties of perjury that the information herein is accurate to the best of my knowledge. ///� G Signature -!� �� :1 liQp DATE Y 3/ i 3 Owner or Agent 69 BQARD OF HEALTH REVIEW DATE Inspector or Authorized Person COMMENTS: 70 DPW =WATER Service No. SEWER Service No. To be completed upon issuance of permit- (if applicable) 71 I will post permit and address so XS to IslbIj'from street. Signature DATE n '. _> Owner or Agent 72 I have received list of required inspections Signature DATE Owner or Agent iY TOWN OF DARTMOUTH BUILDING DEPARTMENT TO: l2_ Board of. Health L'J-- Fire Chief Dist. 1, 2, 3 171- Conservation Comm. ❑ DPW Engineering ❑ Selectmen-Licensing ❑ DPW Water/Sewer ❑ Board of Appeals ❑ Planning Board ,� -- — EE L Town Clerk � Other , "��E.�i ci - ❑ Police Department ❑ Other The following is forwarded to your office for your information only - no response is required. The Building Department is in receipt of an application for Plat c‘. Lot 2 - 2$ , Address 2/, ,,6.r�;e� �r9.✓e b ?A . e cCrc7-t 6 e tic a n owl appijeu£ �„E, demo,construct,alter,occupy,etc. The plan was received by this office on 7-3-73 date This office will review said plans and subject to availability of potable water, where required, the provisions of Zoning By-law per MGL Chapter 40A and MSBC 780 CMR 5th Edition will have available to issue or will deny a permit for the above-mentioned work within 30 days of date of receipt. The applicant has been advised that your office as indicated above may require them to apply for licenses or permits subject to your jurisdiction and that they should contact your office, as indicated, for specific information. It is not necessary to respond to this notice unless there is a specific issue at hand or you wish to forward material or information required for permitting. When required, an Occupancy Permit will not be issued until all Town Agencies have had the opportunity to "sign off" that the work under their jurisdiction is complete to their satisfaction. To The Applicant: Be advised that this notice will be sent to the Agencies checked above as they may have separate jurisdiction for your project. Any questions about the Agencies Regulations & Policy should be addressed to the individual Agency. Your signature only acknowledges your receipt of a copy of this no ice. IICANT DATE • • f ': ENERGY CALCULATIONS - AVERAGE "U" COMPUTATION OWNER: Gary Pelletier ADDRESS: __. DATE: 7/23/93 Fall River, MA CONTRACTOR: Owner/Miles Homes CALCS BY: John G. Smith PHONE:(612) 888-0171 Determine working square footages of each that applies "U" VALUES ACTUAL CODE 1. TOTAL EXPOSED WALL AREA: 2464 sq. ft. x 0.16 = 394.2 a. Window area: 224 sq. ft. x 0.39 = 87.4 b. Door area: 42 sq. ft. x 0.20 = 8.4 c. Sliding door area: 42. sq. ft. x 0.39 = 16.4 d. Fireplace wall area: 0 sq. ft. x 0.00 = 0.0 e. Rim joist area: 116 sq. ft. x 0.067 - 7.8 f. Exposed foundation area: 95 sq. ft. x 0.08 7.6 g. Knee wall framing area: 0 sq. ft. x 0.00 = 0.0 h. Knee wall cavity area: 0 sq. ft. x 0.000 = 0.0 i. Wall framing area: 195 sq. ft. x 0.15 = 29.3 j. Wall cavity area: 1750 sq. ft. x 0.074 = 129.5 2. WALL TOTAL: 286.4 (a -j) 3. TOTAL ROOF/CEILING AREA: 1054 sq. ft. 0.032 = 33.7 k. Skylight area: 0 sq. ft. x 0.00 = 0.0 I. Cathedral roof framing area: 0 sq. ft. x 0.000 = 0.0 m. Cathedral roof cavity area: 0 sq. ft. x 0.000 = 0.0 n. Attic roof framing area: 105 sq. ft. x 0.160 = 16.8 o. Attic roof cavity area: 949 sq. ft. x 0.048 = 45.6 4. ROOF TOTAL: 62.4 (k - o) 5, FLRS OVER UNHEATED SPACES 0 sq. ft. 0.08 = 0.0 p. Framing area: 0 sq. ft. x 0.00 = 0.0 q. Cavity area: 0 sq. ft. x 0.00 = 0.0 6. FLOOR TOTAL: 0.0 (p - q) GRAND TOTALS:(1) 394.2 + (3) 33.7 + (5) 0 = 427.9 (2) 286.4 + (4) 62.4 + (6) 0 = 348.8 IF (2) + (4) + (6) IS LESS THAN (1) + (3) + (5) THEN BUILDING COMPLIES WITH CODE _X__ BUILDING COMPLIES WITH CODE ____ BUILDING DOES NOT COMPLY WITH CODE t SOIL L 0 C-91 0 1 ✓00 /1 1 '1 L1d?U1p �! G o 5 L E E S �► } to ::.� 5, 2/1 09. Wcldcd s}eel vJire �� I .7 r Cz 640 t• D 0-° L " � f3Lu E8��Y ..F4 � a UT �S �► � .� FAQ � ,� TYPICAL SEPTIC TANK DETAIL '' e,z Not fo Scale o ooh� =W t� •~ �► - � ro� NoPE AMERICAN PRECAST or approved equal •z ' o t C0U Ott LID Guy r� vr�Jc, ,� TES""" TAKEN � Es A3 - .., ' INSI~ ECTOR- ate. elzI ' • IFT P E R �ATI- �J 5 . OL ON RATE SEEPAGEob op 10* .00 LED howl 0 t*%.1 a GR 0`4 N D VMTER,- OJ 4 &g S-. a Ago 1z•.1 1 1 •� N i 1 .1• , 10. I ~•i G a; a R. DESIGN.. DIATA. • ; , ZZ16DESIGN FOR - t tA�J ESTIMATE0 -C3aO = �.�. f `# CALCULAT'YONS'+` x ..�.. �,� �L #. TYPICAL DISTRI6UTI0N SOX DETAIL- Il'ar. --cam 01� LEACH A-REA Not to Scale 1 L Iv AMERICAN PRECAST r a -? V6� _ o approved equal st _ ENERAL NOTES -lot `- 1� ♦ • • t.) This system is designed in accordance with the State Sanitary _�,.-- ,_ _ - o � •:.-• � �; Code (TIf a 5) and an c� r t � �� ° - • O'er y city o own modifications. 2.) Engineer (and Board of Health to inspect sewage disposal sa , system bfnfore backfilling. a 040 oQusuED 5T61Jt 3.) Elevot�ons, based on SuzVIV1 IO&J datum lane . ♦ �� ,. / S P .op5.) Locus beiing LoT' • 6 This .: .) s systQ*rn ( is not) designed for a garbage :�.. a�� ' -. •: :�'�•:d 9 9 ge disposal. wor.4• 0 7.) Leach area to be excavated t �, -4- �� ` . •• •.4; o elevation t I .o _ and 2 - i 1• 4.., • •100, 1,7.��4 with clean clay -free gravel to bottom of bed. 00, 10.1 PLAN LEGE7Nn 'r TOP OF. FOUNDATION ELEV. I.g7 DISTRIBUTION BOX LEVEL STABLE 1 ONO% LEAGI•-I I NC, Camp � P TY I CA L PROFILE OF SEWAGE :SYSTEfitt Not to Scole 1 Note:. Discrepancies of soils or water table during construction must be reported t p o the engineer for inspection. Note. Any changes to tbts plan must be approved by the i Board of Health and the Engineer. 4PLASTIC PIPE (Tight joints) SEPTIC TANK 'z •�= J, -'�T 4'1 C.1, PIP[ (Tight joints). ❑ DISTRIBUTION BOX I •4- A �P------- 4" PERFORA�i ED PLASTIC PIPE � TEST PIT I EXISTING CONTOURS B.M.- BENCH MgRK 95z— 5� PROPOSED CONTOURS W. WATER LINE l PRECAST LEACHING CHAMBER' ��ff RESERVE ILE,gCH AREA o oRAtry SINE Not to Scale Q WELL OTONDO or approved equal B-0.1H. STAMP p.E. STAM,P SUBSURFACE SEWAGE DISPOSAL of M CLIIEK i' ' _—qss• G� ABC � �i �I�L� > > �:._.iz mw GERAL°D !Z � MICHAEL r^, FITZGERALD y .70 �A No. isaos�o p- �/'�°_7... 7�1 Vr= 1Co7Co - 1961 5 9a FGI T6Q` ��' I S �FFSS,aNA�� FT, R M TITLE : 8►2� 193 F`ITZ-GERALD ENGIiVEERIf�G --� 6.0. H. NOTES P. L.S. STAMP. cA.�L. f 'D2,p.FT T3Y Tee, A., j S,0:'FC I F I CA T 10 N S 1 L env I.A. CONTACT: GERALD' M. FITZGERALD A[DDRESS: 13 CHURCH. STREETp�/� R�ATi�4P01SETT /�� (.p.OL739 1 TELEPHONE: 758- 3823 1 state ySanitary - to y' o� ',�;;� '.•- . 1. in accordance with the This sys gem is designed • 3.� �. f t - ••- • or town modifications _ •;•-;• Code (� itle 5) and any city • • a 'f 2 Engineer and Board of Health to inspect sewage disposal t � �� •t ��SFECTICI� , . • - � g . . f KR4 OV i system before backfilling. `N� "low, Eyke, g R�� o _ .. 3.) Elevatior;s based on SoSvt�1S1an.1 datum plane . •ti, - / i -- '`.. OZU6W Eb 6T6Nt / ' .. _ Qom„ zU ePI\-/ k - � � •_ � � 5•) Locus being Loi' 13 -6u}�t��'� �• /� /z �- t designed for.. P is no ) a gorboge dEs osal -6,) This sys em ( 9 �� i �i o. 7.) Leach c rea to be e to elevation t I Z .off" and .e•.":a _ f bed •�.�: backfi II ed with clean clay -free gravel to bottom o d • I•• { PLANLE{ E SEND quo. . 40 ,05 =:a• • �i - o o PTIC TANK SE ,,-•o , .. • �' - - 4 P LAST ►IC PIPE ( Tight Joints), o 4 C I P 1 PE (Ti ht points T B N 0 Yr •� •' - U> ' . _,..�' PIT TES T •. _ — -- FO D STIC --- 4 P tg •' '• �, ER rATE PLA, BENIt & -v = - �� EXIST IN CO_ ;- s G �EI�'S-AIL' � , PLf f �f W. - - UVAT .R L CA €3�._ URS •a • •9 i:. , OPOS:._.. D C ONTO N I .� STATELIEN ' ICE UII-c , 1993 7Z27ZJRESERVE LEACH AREA rF B RCHAM EPRECAST LEACHi- s� •. ARTfOUTH WELL D -• - Not to Scale COARD OF HEALTH .TOP OF a•• , i1 _ �t .� OTONDO -or approved equal FINISH GRADE FOUNDATION _ ELEV. 115.E ::• '�`y�. �r� �� ii, i, R�=ACE :SEWAG E DI SPOSAL 8.0 H. STAMP STAMP • IEN 1....1O%L.. • . .. , . w • •• - + • `• , r is {\ ,4 .0 W"�S"JW It"41, il f �� EDo� GERALD t t i z a M1CHAEL •V • . , • • r• . FITZGERALD cn p �'G �D 70 r:e _ l.�_ No.19309 O .•. ABLE -_ • . •• . _ � LEVEL STABLE �� TITLE- . ��2 3 t oo S�� I M o �o F R BASE►-s T7 • I/ per foot N CONCRETE.of • 3 Note. 8, P GAL LO • Jj4 slope m� . I .,.:�, .-. ...- SEPTI� TANS , DISTRIBUTION .BOX. -ENGINEERIN , 1AMP 7 Ir �ay 0H. N0TES0 ,,..o..p. STABLE , • L EAG t-� I NG� C3�fl r SPECIFICATIONS, �D S Y S T E I PO SALVA AGE ®Sf �-�TEE TYPICALP R O F I L E 0 h S EL E VPOH 0 KI S IM U .� ,� OLD "FILE BE Not to_.SC*01C E Do •. INSTq � ��Y ALD M, F11TZGERALD -CHAN��%f�111TI-110[ff � �� iQ;� CONTACT. GE RET BOA,F � �r • f soils or water table during constructio��17D o _ _ � �� 13 CHURCH, ST'�EENote. Discrepancies �_k'U:��T ADDRESSot739 must be reported to the engineer, for inspection.0 _t.�.�'ic.a ... �.,. MATTAPOISETT A. TELEPHONE. t be approved by the Nose: Any changes to thus plan must PP and the E - f Ith n-gineer. Board o H e a GENED,AL�....�N04I`7::� AS BEEN TAKEN �- PREPARATION OF THIS PLAN EVERY ATTEMPT H 1. DURING THE PREP�,RATIO TQ AVOID OR ELIMINATE ERRORS. H OW tV ER, MILES H 0 FYI ES CANNOT GUARANTEE � RESPONSIBILITY ITY OF HaUMAN ERRORS. iT IS THE R�.SPONAGAINST THE POSSIBILITY OF T� DETAILS AND ON T RACTOR TO CHECK AND VERIFY ALL THE ON —SITE BUILD�.R OR C �' ;S THE BU Y ER'S ' �' � ALLY RESPON�iBLE FOR T�-�E�'�. 1 DIMENSl0NS AND BE PERSON r� UIREMENTS HOMES OF ANY BUILDING CODE R Q RESPONSIBILITY TO INFORM MILES H „�, CONTRACT. RESPO D ON TH13 PLAN OR HIS/HER Tom; V r FROM THE SPECIFICATIONS NOTE { ..AT ,/LRY 2• DO N OT SCALE THIS PLAN. WRITTEN DIMENSIONS SHALL ALWAYS TAKE � ON -THIS HiS PLAN. Lr ~ OVER ANY SCALED DIMENSIONS ON T PRECEDENCE A. 04 4 ..... .- Y — BUILDING CODES AND REGULATIONS AS T1-1`Y rl—C)UNDA i r ORti�i � Y WITH H ALL LOCAL BU ILLII� ^ T� � � i ,- � .COi� �T DE.P l H Or FOU IIIAAATION FOOTINGS, SIZES R�.INFORCING AND FROPrERTAIN � — VENTILATION OF FOUNDATION REINFORCING, WATERPROOFING ERPROOFING AND _ THICKNESS, L DIMENSIONAL OR NO ► ED REFERENCES MUST TAKE PRECEDENCE OVER AL WALLS, ON THIS PLAN, 2. ALL FOOTINGS MUST BEAR ON UNDISTURBED SOIL HAVING A MINIMUM SOIL BFARING CAPACITY O 22,000 P.S.F. � LOCATION AND INSTALLATION O F GAS -BUYER IS R�.sPo14sI�L E FOR THE 3. TH EATING MATERIALS OR _SERVICES t r' WIRING PLUMBING AND,/OR H „ LINES, ELECTRICAL � SUCH ROUGH --IN SER-- OR BENEATH CONCRETE SLAB FLOORS. TO 8E LOCATED IN ,,, �, �, BEFORE T B IS POURED. IT IS r,r-S , -r- r ^ TLD AND 11`1 P Af`E C]EFOf�E THE SLAB V1t...�.J MUS I Br- COIv1rLE ..� -r � LOCATIONS FOR -- �� i RESPONSIBILITY TO VERIFY I HA 1 THE SUGGESTL.D HrE BUYERS RESPONSI — IN CONFLICT c t G ENTRANCES/EXITS, WILL NOT BE SERVICES, �SPEGIALLY PL .! I�ISIN _ REGULATIONS. f AND OR LOCAL BUILDING CODES AND �" EXISTING SITE CONDITIONS / �ITn �XISTI "'ROUGH —IN SERVICE MATERIALS(GAS ICES HOMES aoES NOT. FURNISH __ �• M HEATING DUCTWORK) WOR�C FOR USE BE— NEATH PLUMBING, OR HE LINE'S, ELECTRICAL WIRING, PLUM � � SUCH BE BURIED BELOW GRADE. WHPREVER NEATH FooTl�iGs, SLABS, OR TO JOINTS OR C* NECESSARY, INCLUDING EXPANSION J ROUGH —IN MAT�.�.IALS MAC BE DOUGH A OUND . PIPING RUNNING VERTICALLY THROUGH EXPANSION COLLARS FOR USE AR — E THESE THE- MUST MAKE 'ARRANGEMENT S ► a PURCHASE _ CONCRETE .S LAB, THE- BUYER M MATERIALS LOCALLY. -- MILES HOMES. THE BUYER MUST BOLTS ARE NOT FURNISHED BY r �.�. ANCHORr r SPACING REQUIRED AND MAKE r CAL BUILDING CODES FOR THE �S IZ t_ AND CH �CK LOCAL iALS LOCALLY. ARRANGEMENTS TO PURCHASE 'THESE tiIA T ER YOUR FOUNDATION TYPE AT RIGHT. 6. SEE ADDiT10NAL INFORMATION ON a R 'N s D �ESHOWN FROM FACE TO FACE OF SHEATHED ALL �XTERIOs, DIMENSIONS ARE S �, �, -- a TING AN INTERIOR WALL POSITION ARE l PRIOR WALLS. DIMENSIONS COCA THEE EX � � , — -- � T� E WALL. ALWAYS SHOWN i 0 THE CEENTERLINE OF s — �-"WINDOW. ~ ,. INCLUDED IN THIS SET OF PLANS FOR REFER TO THE SCHEDULE � S. z' — ORS DESIGNA ► ED ON THE FLOOR PLAN THE SIZE OF WINDOWS AND/OR PATIO DO _ r •f L BE DRAWN AND PRICE QUOTED BY t FINAL KITCHEN CABINET LA OUT WILL �. THE �, � S HOMES INTERIOR SYSTEMS DEPARTM ENT. ADDITIONS OR MODiF1CATlONS TO MILE ANY STANDARD PLAN KITCHEN CABINET LAYOUT WILL BE SUBJECT TO ADDITIONAL COST AND CREDIT APPROVAL. T THE PRICE OF ON THiS PLAN ARE NOT INCLUDED IN VANITY CABINETS SHOWN UGH THE HOME THE HOME BUT MAY BE PURCHASED AT AN ADDITIONAL COST TH RO INTERIOR SYSTEMS DEPARTMENT ENT SUBJECT TO CREDIT APPROVAL. U M SIZE 22" x 30") WITH A MINIMUM dPROVIDE AN AT <1C ACCESS (MINIM �� E FRAMED AND LOCATED BY . . � CLEARANCE O F 2 B ACCESS 'IS TO B H PEADROOM BUYER. BATH AREA VENTILATION REC�UiRE�1�-N �S ARE INDICATED F (BY BUYER). 5. FANS FOR 69 SMOKE DETECTORS ARE INDICATED SD • • � 7. PLUMBING ACCESS POINTS ARE INDICATED AS P.A. OR A.P. 8 AL L S -I- D U C'TLR.aL FRAMING � �1N G IS 1� O.C. UNLESS NOTED OTHERWISE. —� LUMBER IS GRADE STAMP`D 7L CR BETTE 9. ALL STRUCTURAL RUC i URAL R. FRAMING GS(SHOWN, AS BPO) INDICATE THE OPENING PARTITION OPENINGS 10. BEARING , r r- HAS 2x10 HEADER MI LMBE-RS. ' �� S ARE GENERAL LAMINA l ED 2x 10 MEMBERS. 1 •I . ALL WINDOWS HEADER �, � CONDITIONS. REFER F EE USED ONLY FOR SPECIAL FRAMING CONDITIO 2xa OR �x8 H,�ADL,.S ARL 10 D {,i-- - RAWINGS AND/OR R ATTACHED 1 ACH ED WINDOW S H cyi. ".""w mono s CRAWLSPACE NO I E 1. CRAWLSPAGE FOUNDATIONS MUST BE VENTILATED TO REMOVE EXCESSIVE CLIMATIC REGIONS. THE SIZE, LOCATION, QUAjNTI T Y MOISTURE IN CERTAIN OF VENTS NEEDED, AND PL ACEMENT OF SUCH VENTS ARE DETERMINED BY LOCAL BUILDING CODES. MILES HOMES DOES NOT SUPPLY VENTS FOR THIS PURPOSE. THESE VENTS MUST BE PURCHASED LOCALLY BY THE BUYER, IF NECESSARY.IST TO SUPPORT SUPPLIES AN ADDITIONAL FLOOR JOIST 2. MILES HOMES -- A\N S WHEN THE PARTITION LENGTH iS GREATER T H PARALLEL PARTITION HALF THE SPAN OF WILLTHE FLOOR JOIST AND WHERE THE PARTITION STANDARD 16" ON CENTER SPACED FLOOR JQ01STS. BE LOCATED BETWEEN ACCESS(MINIMUM,SIZE 18" x 24") -TO B E A CRAWLSPACE AC 3. PROVIDE, BY B;. ER. G TO LOCAL BUILDING CODES AND FRAMED UY LOCATED ACCORDING RED CONCRETE USED FOR THE COt,� STRUCTION OF 4. CONCRETE BLOCKS OR POU EITHER 8" 10" , 0 R 12" THICK. CH E(CK YOUR LOCAL FOUNDATION MALLS MAY BE D `� THICKNESS REQUIRED FOR USE IN YOUR AREA. REGARD — BUILDING CODES FOR HE THICKN t, , USED THE FACE OF MASONRY DI;M�ENSiONS MUST LESS OF THE MALL THICKNESS � OUT ANY WAY FROM THE DIMENSIONS; NOT BE CHANGED SHOWN WITH OR ALTERED IN . TH E WRITTEN PERMISSION OF MILES HOMES. 8. CRAWLSPACE FOUNDATION WALLS SHOULD BE HIGH ENOUGH T 0 PERMIT A MINIMUM CLEARANCE OF 2l10 ►► FROM THE SURFACE OF THE UNEXC;AVA I ED AREA OOR JOISTS. CHECK LOCAL BUILDING CODES FOR 10 Th c BO I TO I,/1 EDGE 0 F FL _ . YO UR EXACT HEIGHT CLEARANCE REQUIREMENTS., S., MUTES 1. CONCRETE BLOCKS OR POURED CONCRETE USED FOR THE GC)NSTRUGTION OF p THICKENED —EDGE SLAMS MONOLITHIC), SUPPORT OF FOUNDATION WALLS I N Dl> >ECT � r ;. rr ►r " THICK. CHECK YOUR LOCAL BUILDING CODES FOR MAY .BE EITHER 8 1 a OR 12 . FOR U S E IN YOUR AREA, REGARDLESS OF THE WALL THE THICKNESS REQUIRED l� "FACE OF MASONRY DIMENSIONS SHOWN INDICATING THE THICKNESS USED, THE FA r SHOULD ALSO INDICATE THE EXTERIOR FACE OF THE EDGE OF THE POURED SLAB, . G THE SLAB, UNLESS SPECIFIED AND)/OR DETAILED FOUNDATION MALL SUPPORTING _ „ . "FACE OF MASONRY DIMENSIONS MUST NOT BE OTHERWISE ON THIS P LAN. 1 }-i Y FROM THE DIMENSIONS SHOWN Wl'""I'HOUT THE CHANGED OR ALTERED IN ANY WA. WRITTEN PERMISSION OF MILES HOMES. EN 0 vi'PI- i3 AS l 7t. Is ...... SUPPLIES AN ADDITIONAL FLOOR JOIST TO SUPPORT 1 . MILES HOMES _ � T S WHEN THE PARTITION LENGTH IS GREAT:.R HAN PARALLEL. PAR � I s ION � �. . - ;, �.� HALE ► H � S PA��I 0 F THE FLOOR JOIST AND WHERE TH'. PARTIFION� :ILL WEEN STANDARD 15" ON CENTER SPACED FLOOR,, JOISTS% BE LOCATED BET FOR THE CONSTRUCTION OF 2. CONCRETE BLOCKS OR POURED CONCRETE USED �t 8' ► 11 0 R' 12 THICK. CHECK YOUR LOCAL FOUNDATION WALLS, MAY BE EITHER7 o THICKNESS REQUIRED FOR USE IN YOUI[R AREA. REGAIRD BUILDING CODES FOR THE IH ,� „ T ' E'SS USED THE _FACE OF MASONRY DIMENSIONS MUST LESS OF THE E WALL � l� ICKN �. CHANGED OR ALTERED NOT pQL C�IN ANY WAY FROM THE DIMENSION SHOWN WIT.HOUT THE WRITTEN PERMISSION OF MILES HOMES. RD HEIGHT OF BASEMENT WALL IS ASSUMED TCO BE -THE" 3. THE STANDARD �, E 2 COUDSES CIF- NOMINALLY SIZED 8 HIGH CONCRETE EQUIVALENT OF TWELVE (1 ) , �. � OF FOOTINGS TO THE TOP OF FOUNIDA I ION WALLBLOCK (96"FROM THE TOP UNLESS SPECIFICALLY STATED OTHERWISE ON THIS PLAN. 4. BASEMENT WINDOWS BSMT WDW ARE BY BUYER, UNLESS OTHERWISE NOTED ON THE FOUNDATION PLAN. V 54FI F---, f. F. roaft 1 1 , s , t ' s ' f 1 � t i 1 i 1 r i I i t S i t i 1 7s.- 9;,3 BILDIR i DEPARTS ` TO`1€ OR DRUMM of York lam has been revleved and accepted as a record copy This plant ith Tad C��R 5th Edition; proposed to be perf owed in compliance p ntla ent and/or architect/engineer is responsible The ovnert appiica g • •n final compliance vith the above-rTntioned coda for insure g .n an errors or omissions in the record plan. Any notvithstand� g y license contractor or engineer gust be reported to chai nge n orner, • etilatel . Any change in plan rust be subritted to this of f ace i y ,date 1 „ this office it a tirelp Banner. Signatur Miles Homes; Inc. �iT;iIVjJ �?OL+i%...r L�il`tt'tLSOTt� 5�cr`-`0 P LL_ -~ Y J fir. - L RIVER lk!A 0� � 2� 0 iD 0 t- 0 to O i0 M BEAM � POCKET (TYP.) 7 3I al3 F-Im I 56rof t 23'8" 10'0 t' Fr — 5 COURSES 8" CONC. BLOCK F1 COURSE 4" CONC. BLOCK 16" X 8" CONC. FOOTING 5 COURSES 12" CONC. BLOCK (REFER TO TYP. NOTES 9-10) 24" X 12" CONC. FOOTING (REFER TO TYP. NOTES 9-10) AIR WELLS TO BE SUPPLIED BY BUYER (IF REQUIRED) / FILL OF SLAB BSMT WDW J L M M SOIL—� III III STACK ' 21'1 /4rr I 3'5-1 /2� 9t6-1 /4tt FACE OF MASONRY TO CENTER OF DOUBLE JOISTS CENTER OF DOUBLE JOISTS1 COURSE 8" CONC. BLOCK t}' r III 11111 COURSES 12" CONC. BLOC I X 2 CONC. FOOTING '-III Ill(REFER TO TYP. NOTES 9 10) Qi I�IiD-SP N = �iil Ill 2 A BRIDGING o 0111 Ill (METAL) i wo111 (2) 2X10 HEADER WITH FURNACE W III �I�_ JOIST HANGERS r---- --- r---------.-- 00 Q 3-2X 12 SPLICED BEAM (HEM FIR) = ' I� —r 3-1 /2rrDIA. ADJUSTABLE STEEL POST, ON 301"X30"X8" CONC. FTG. M III FLUE ----- ..... ............ )H- _- ,.......... . �............ -: •-"�._..( SOIL L ---- ----• ---- ---.....- .... STACK J t t1 II I 6I 411II 411 4 3f 1 4►� M_ CENTM o w OF POSTS DOUBLE FLOOR MillIF i t� Q JOISTS FOR STAIR 00 =olll SUPPORT S„ o in - ry . wzlF =lMz v (2) 2X10 HEADER _w MID -SPAN pill WITH JOIST ~ HANGERS o w BRIDGING I� Wo (M ETAL) w A �Z �- O o SII :---- --- ; ••----- sow 0 . 1 > 2X6 TREATED SILL PLATE W/ SILL SEALER. _°G III ' ANCHOR BOLTS (BY BUYER) 1 /Z" DIA. X 10" � �z - 6 0 O.C. - Z �0" FROM ENDS OF PLATES Ole III : AND CORNERS W o """'r """"' """" '- a ~ III to 5.3' r 4'3. —----�II CENTER OF POSTS i1 I • — I LEDGE FOR LINE INDICATES SLAB SUPPORT EXTERIOR HOUSE I I 12 COURSES 12" CONC. BLOCK WALL. LOCATION I D 24" X 12" CONC. FOOTING I REFER TO TYP, NOTES 9-10) ( I i I 6 COURSES 8" CONC. BLOCK \ / 16" X 8" CONC. FOOTING (REFER TO TYP. NOTES 9-10) 2210f r 34'O" 3•s•' 1 5'0• • BASEMENT FOUNDATION PLAN SCALE: 1/4„ = 1,0„ 3tst i� ►i 00 co iD M 9 t3f f M.O. 22'4" 1 COURSE 4" CONC. BLOCK 5 COURSES 8" CONC. BLOCK 16" X 8" CONC. FOOTING (REFER TO TYP. NOTES 9-10) UNEXCAVATED (III FILL FOR SLAB LEDGE FOR SLAB SUPPORT -OMIT TOP COURSE OF BLOCK I I FOR GARAGE DOOR OPENING J 99•• I 9r3r• J M.O. 22'0" POURED FOUNDATION: FOR A POURED CONCRETE FOUNDATION, HEIGHT OF WALLS TO BE DETERMINED BY NUMBER OF BLOCK COURSES SHOWN. FACE OF MASONRY EQUAL TO FACE OF SHEATHING 0 N N V) It 10-1 V21' i0 Ml*te s Homes nc. 4700 NATHAN LANE, P.O. BOX 9495 MINNEAPOLIS, MINNESOTA 55440 BASEMENT WINDOWS AND THEIR EXACT LOCATIONS ARE TO BE SUPPLIED BY BUYER TYPICAL FOUNDATION NOTES 1. BEAM, GIRDER AND OTHER CONCENTRATED LOADS SHALL BE PROVIDED WITH A BEARING OF SOLID MASONRY OR FILLED CORES CIF HOLLOW UNIT MASONRY AT LEAST FOUR (4) INCHES IN HEIGINT OR WITH A BEARING PLATE OF ADEQUATE DESIGN AND D1141ENSIONS TO DISTRIBUTE THE LOAD SAFELY ON THE WALL OIR PIER. 2. BEAMS 1;- RAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX (6) INCHES AND BE NAILED TOGETHER. 3. BEAM PCOCKETS SHALL NOT HAVE LESS THAN FOUR (4) INCHES OF SOLIIsD MASONRY BETWEEN THEIR ENDS AND THE OUTSIDE FACE 01" THE WALL. 4. AN AIR `SPACE OF ONE-HALF �V24 INCH SHALL BE PROVIDED AT THE TOP, END AND SIDES TE MEMBER IN BEAM POCKET 5. THE BU'i; ER MUST MAKE ARRANGEMENTS TO PURCHASE EXPANSION JOINTS (OR EXPANSION COLLARS FOR USE AROUND PIPING RUNNING VERTICALLY THROUGH A CONCRETE SLAB. 'S ARE TO EXTEND BELOW THE FROST LINE OF THE 6. FOOTING LOCALM,"( AND SPREAD FOOTINGS OF ADEQUATE SIZE SHALL BE PROAY/IDED. 7. CONCRETE IN FOOTINGS TO HAVE A RECOMMENDED COMPRESSIVE STRENGt"H OF NOT LESS THAN TWENTY-FIVE HUNDRED 3500) POUNDS; PER SQUARE FOOT (PSF) AT TWENTY-EIGHT (2) DAYS. 8. IN REINFORCED CONCRETE FOOTINGS THE THICKNESS AT THE EDGE Ar:53OVE THE BOTTOM REINFORCEMENT SHALL BE NOT LESS THAN SIX (6) INCHES FOR FOOTINGS. 9. MASONR',Y UNIT FOOTINGS DEPTH SHALL BE NOT LESS THAN TWICE 70HE PROJECTION BEYOND THE WALL, PIER OR COLUMN; AND THiv WIDTH SHALL BE NOT LESS THAN EIGHT (8) INCHES WIDER THAN THE WALL SUPPORTED THEREON. 10. COMPLIA\NCE WITH ALL BUILDING CODES AND REGULATIONS (AS THEY PC:RTAIN TO SIZES, REINFORCING AND FROST DEPTH OF FOUINDATION FOOTINGS, THICKNESS, REINFORCING, WATERPROOFING AND VENTILATION OF FOUNDATION WALLS MUST T/A\KE PRECEDENCE OVER ALL DIMENSIONAL OR NOT D REFERENCES ON THIS PLAN. i 1-SUMP 1344SKET AND SUMP PUi;P LOCATED -FURNISHED AND INSTALLC_D BY' BUYER/MASONRY CONTRACTOR PER. BUILDING CODE: 16d NAI! 2X4 BLOCKING 32.' O.C. IS TO BE NAILED B EEN FLO R JOISTS FOR THE NAILING OF NON -BEARING PARALLEL PARTITIONS BLOCKING A 3-2X12 SPLICED BEAM (HEM FIR) 3-1�2" DIA. STEEL •ADJUSTABLE POS i, ON 30 X3% X8 CONC. FTG. .� 2X10 FLOOR JOISTS 14 0 LONG - 16 O.C. (S.P.F. #2 OR BETTER) 2 2X10 FLOOR JOISTS 12 0 LONG - 16 O.C. (S.P.F. #2 OR BETTER) NOTE: ALL FLOOR JOISTS ARE 2X 10 (S.P.F. #2) 16" O.C. UNLESS OTHERWISE NOTED. NE-M RESIDENCE FOR: PELLETIER CITY: STATE: TALL RIVER MA DRAWN BY: DATE: 6/28/9 3 CHECKED E; ; : REVISION DATE: HUNTINGTON BASEMENT PAGE: 1 GE 7 ACCOUNT NUMBER: 470L2068X 56'O" 33'7-1 /2" 2 2'4-1 /2" 0 6 0 N 0 iD W 141 " 5.5•• 14'1-1 2•• FROM CENTER OF STUD TO FACE OF SHEATHING 11'7 1" 4.4•• 1205" 4'11-1/2•, I I 10.o.. I (2) 2X10 W00i BEAM 4,4 TREATED POSTS ,PORCH CONC SLAB a FLOOR 6'3-1 2" FACE OF SHEATHING 2X6 HIP S TO CENTER OF I ,A.4. I A2 RAFTER � QUAD JOISTS — Its FORTJOIST SOIL III III UDS (2MICR0 1-3/4" LAM XHEADER4r, III III�� SUPPORT 1 /Z O D � III III W/ DBL. STUDS EA. END 1 J )1 IIIII BATH o ;D Ill 4—DOUBLE FLOOR 310 rjA f� "i 1* 0 V GARAGE STUDS AREA, &.ZI RD IN 10'0" LENGTHS O LY. /BUYER TO 0 CUT STUDS � TO � �T R�LENGTH. � ..•� � . � 3�0 ._5e O � w 7coNcle , . GARAGE E o STEP 104. CONC. FLOOR THRU—OUT w N W/ 6X6 10 GA. W.W.M. C cv (SLOPED TO DOOR) m Q Qa- JOISTS FOR 1-3/4" 1 HR. SOLID CORE DOOR w �' _.111 11111 O F ain ;!! III STAIR SUPPORT (W SEL —CLO ING HINGES) 0 Illy II CL N .� N III III , , co cfl 5 8 X TYPE i HR. FIRERATED x jill N 1 t ,� ; ill 2 S EETROCK WITH TAPED JOINTS. FOUNDATION THING 1 ON TO ROOF SHEATHING. III�I i ? III III ALL FRAMING COMMON TO HOUSE ��-- (2) 2X6 CEILING � -J ; N A JOISTS DEN 24 ,; ; DINETTE AND GARAGE) 1 III 2X6 STUB JOISTS 6 III LINE ..OF ..OVERHEAD DOOR O.C. .._----------------------- ...................._....._..._.____._........_..__.._._______._..._.. 3,4,•2.z,, • . • 2'6 ; • Q Mitt c0 4,5,. 2.6., .S►. 7►0,. 2,6.. FLUE 5o IIIII 2 6 3'0 spo '1117 ----------------- (2)-2X 10 . . CLOSET CLOSETIBROOM � 9x7 OVHD GAR. DOOR 9x7 OVHD GAR. DOUR . _ r _ _ DROPPED _ N------------" - I°+ ----- -- --- !CLOSET w E- _ : • in R& S I ,— R 8c S I� HEADER z • i SOIL V • 4 STUDS FOR FSTACK (2) 1-3/4" X 9-1/4 (2) 1-3/4" X 9-1/4 2X6 JOIST SUPPORT ! !{ �.- i MICRO —LAM HEADER , MICRO —LAM HEADER 5.2► . �.1.8.. 6.3, , w 1 FACE OF SHEATHING - 4'O O 1iO4 TO CENTER OF STUD I 0 rn CONCRETE APRON z FACE OF SHEATHING EQUAL TO FACE OF MASONRY O T N IIININN DECORATIVE 0 (4) 2X 10 FLOOR �.I N JOISTS RAILING z Ilsl .- BY BUYER = �� , W 5,6„ 1 1,0.. 5.6., 00 . LIVING I � � M III ROOM o j �n KITCHEN I III DOUBLE I w JOISTS , I 5 3 t i 3'0 BPO 22 O lI�II I - ................. ................. . III II�II N III ! �iI II'II 4 STUDS III I� TRIPLE STUDS FOR JOIST ,� 3'0 FOR GIRDER I lI il SUPPORTs�!� III {�. � o TRUSS SUPPORT I LITE N .. � TRIPLE �� 2.6,. 9.6., 2X6X32 STUB �/ D2 STUDS =� f z r- A4 A C� , JOISTS 16 OC /� I ti = w t PORCH all = W�� _ (2) 2X6 PORCH CONCRETE SLAB 4' FLOOR z (2) 2X 10 PORCH / I DINING I �: �,L o ow BEAM ,�.0.. 8.0.. $ 0•' ° ROOM O M ' w 4X4 TREATED v WOOD POSTS ILI 2X6 HIP r ' RAFTER g 3'3" C 6.g.. $.0.. 4.0.. 2.6.. ; 2.6.. 22'0" 1 3.6.. 1 5.0.. 3 4'0" 3'6" FIRST FLOOR PLAN SCALE: 1 /411 = 1'0" SQUARE FOOT AREA HOUSE: UP 885 SQ. FT. DOWN 1054 SQ. FT GARAGE: 484 SO. FT. rp� 0 00 to M NOTES: 1) 22"X30" ATTIC ACCESS WITH 30" HEADROOM, TO BE FRAMED AND LOCATED BY BUYER PER LOCAL BUILDING CODES. 2) ALL EXTERIOR DIMENSIONS RUN FROM FACE OF SHEATHING TO THE CENTERLINE OF THE WALL/ COMPONENT OR FACE SHEATHING UNLESS OTHERWISE NOTED. 3) INTERIOR WALL DIMENSIONS ARE TO THE CENTERLINE UNLESS OTHERWISE NOTED. SHADED PORTION DENOTES 'BAY WINDOW PACKAGE' 2X 10 FLOOR JOISTS 14'0" LONG — 16" O.C. (S.P.F. #2 OR BETTER) 2 2X 10 FLOOR JOISTS 12'0" LONG — 16" O.C. (S.P.F. #2 OR BETTER) NOTE: ALL FLOOR JOISTS ARE 2X 10 (S.P.F. #2) 16tr O.C. ,UNLESS OTHERWISE NOTED. .2X6X14'0" CEILING JOISTS 3 2X6 RAFTER 16" OC (S.P.F. #2 OR BETTER) 4 WX510-1 /2" CEILING JOISTS 2X6 RAFTER 16" OC (S.P.F. #2 OR BETTER) 5 2X6 RAFTER 16" OC (S.P.F. #2 OR BETTER) WALL KEY 92-5/8" STUDS 16" OC BAY WINDOW PACKAGE 2X4X120" STUDS 16" OC ALL GLASS IS LOW—E EXCEPTIONS: SIDELITES,GARAGE WDWS.,AND GLASS OF METAL —CLAD DOOR. NOTE: ALL WINDOWS ARE TO BE VINYL CLAD. k - i I "--k �—, � �� • NEW RESIDENCE FOR: 1 �' S P ELLETI ER Homes CITY: STATE: FALL RIVER MA DRAWN BY:; DATE: Inc � JAH 6/28/93 4700 NATHAN L.kNE, P.O. BOA 9495 CHECKED -- Y: REVISION DATE: • MINNEAPOLIS, MINNESOTA. 55440 HUNTINGTON BASEMENT PAGE: 2 OF 7 ACCOUNT NU v1DER: 470L2068X _" SECOND FLOOR PLAN! SCALE: 1 /4" - S `u" LINE OF GARAGE OVERHANG _err ,i0 1 f6F NOTES: 1) Z2"X30" ATTIC ACCESS WITH :30" HEADROOM, TO BE FRAMED /AND LOCATED BY BUYER PER (LOCAL BUILDING CODES. 2) AlL. EXTERIOR DIMENSIONS RUN I; ROM FACE OF SHEATHING TO 7HE CENTERLINE OF THE WALL/ (COMPONENT OR FACE SHEATHING IUNLESS OTHERWISE NOTED. 3) IINTERIOR WALL DIMENSIONS ARE TO THE CENTERLINE (UNLESS OTHERWISE NOTED. SHADED PORTION DENOTES 'BAY WINDOW PACKAGE' I WALL KEY I • I11111l111111111111111111BAY WINDOWPACKAGE BOSTON STYLE RIDGE r_ S THING ON ALL CORNERS AND 2560" OPEN LENGTHS. SECOND FLOOR CEILING LINE SECOND FLOOR LINE FIRST FLOOR CEILING LINE 191. nvrowAwn FIRST FLOOR LINE BASEMENT FLOOR LINE LEFT ELEVATION 12" OVERHANG r— i i ,MIN- N-J NOTE:, 12" OVERHANG 8" MINIMUM SIDING TO GRADE APPROXIMATE GRADE LINE I FOOTING ' ALL . WINDOWS ARE TO �� ,�, .•.,cis � �,� ��--�--• LINE 8E VINYL CLAD. 4_(Z� \ FRONT ELEVATION SIC.ALE: 1/4" = 1 t0t#_ REAR ELEVATION SCALE: 1/8" = 1,0" 8" HORIZONTAL PRIMED SIDING ALL GLASS IS LOW-E EXCEPTIONS: S I DELITES,GARAGE WD i VS.,AH D GLASS OF lIETAL—CLAD DOOR. RIGHT ELFVATjn\,j v Is I h�lEW RESIDENCE' FOR: Mile s � PEL`FTIER Homes CITY: STATE: BALL RIVER I MA HUNTINGTON BASEMENT T-Lnr-', 4700 NATHAN LANE, P.O. BOX 9495 MINNEAPOLIS, MINNESOTA 55440 DRAW14 BY(: Chi ECKED 8Y: DATE: JAH 6/28/93 REVISION DATE: PAGE: 4 OF 7 ACCOUNT NUMBER: 470E?_068X 1 fi" OVERHA G OVERHANG 5 8" TYPE 'X' 1 HR. FIRERATED S EETROCK WITH TAPED JOINTS. FOUNDATION TO ROOF SHEATHING. ALL FRAMING COMMON TO HOUSE AND GARAGE) CLASS 'A' FIRE UNDERWRITER APPROVED 3 TAB SELF SEALING SHINGLES 15,E FELT PAPER 32/16 AGENCY CERTIFIED ROOF SHEATHING (1 /2" PLYWOOD) 2X4 STAMPED & CODE CERTIFIED TRUSSES 0 2406 O.C. 1 X4 LATERAL BRACING GARAGE STUDS ARE SHIPPED ---- IN 10'0" LENGTHS, ONLY (BUYER TO CUT STUDS FOR EXACT LENGHT) GARAGE 4" MIN. CONCRETE FLOOR W/ 6X6 10 GA. W.W.M. A SECTION 5 SCALE: 1 /4" ... . . � i T A • A 1 11 r% P% SIDING (AS PER CONTRACT SHEATHING (AS PER COACT) INSULATION AS PER CONTRACT) 2X4X120" STUDS - 16" O.C. 1 COURSE 4" CONC. BLOCK 5 COURSES 8" CONC. BLOCK 16" X 8" CONC. FOOTING POURED FOUNDATION: FOR A POURED CONCRETE FOUNDATION, HEIGHT OF WAILS TO BE DETERMINED 3Y N113A8ER OF BLOCK COURSES SHOWN SFCTIQN' SCALE: 1 /41 6 COURSES 8" CONC. BLOCK 16" X 8" CONC. FOOTING 5 COURSES S" CONC. BLOCK 16" X 8" CONC. FOOTING SECTION 1 X6 FASCIA 2X4 FASCIA BACKER 2X4 LOOKOUTS SOFFIT MATEML, WITH VENTS 1 X4 RIBBON ile s e s ncI 4700 NATHAN LANE, P.O. BOX 9495 MINNEAPOLIS? MINNESOTA 55440 {CLASS 'A' FIRE UNDERWRIIER APPROVED, =3 TAB SELF SEALING SHINGLES II5R FELT PAPER 32/16 AGENCY CERTIFIED ROOF SHEATHING (1 /2" PLYWOOD ,,2X4 STAMPED tc CODE CERTIFIED TRUSSES 0 241, O.C. 24" OVERHANG SIDING AS PER CONTRACT SHEATHIN G (AS PER CON ACT INSULATION (AS PER CONTRAC ) 2X4X92-5/8 STUDS - 16 O.C. SIDING (AS PER CONTRACT SHEATHING (AS PER CON CT INSULATION (AS PER CONTRAC ) 2M92-5/8 STUDS - 16 O.C. 2X10 RIM JOIST 2X6 TPEATED SILL PLATE WITH SILL SEALER 1 /2" DiA. X 10" ANCHOR BOLTS 6'0" O.C. - 200" FROM ENDS OF PLATES AND CORNERS. (SUPPLIED BY BUYER) 12 COURSES 12" CONC. BLOCK 24" X 12" CONC. FOOTING � DRAIN TILE (BY BUYER IF REQUIRED FLASHING 2X6 NAILER 2X6 RAFTERS 16" OC (SEE DETAIL G-6) C'-ENTER. OF 4--2X 10 FLOOR JOISTS) � ECTIO1 folf NEV RESIDENCE FOR: PRI I F= T I;--R LI I T: STATE: IFALL RIVER MA DRAWN BY: I DATE: MASTER BEDROOM HUNTINGTON BASEMENT PAGE: 5 0F 7 ACCOUNT NUMBER: 470L2068X JAH CHECKED H 6/28/ 9 3 REVISION DATE: 4 SECTION SCALE: 1 /4" = 1 '0" CUSS 'A' FIRE UNDERWRITER APPROVED 3 TAD SELF SEALING SHINGLES '15.f FELT PAPER 32/16 AGENCY CERTIFIED ROOF SHEATHING (1/2" PLYWOOD) 2X4 STAMPED Zc CODE CERTIFIED TRUSSES 0 24" O.C. 2X4 TRUSS 2X4 FASCIA BACKER 1 X6 FASCIA 2X4 LOOKOUTS SOFFIT MATERIAL WITH VENTS 1 X4 RIBBON 12 61 2X4 TRUSS 2X4 FASCIA BACKER 1 X6 FASCIA 2X4 LOOKOUTS SOFFIT MATERIAL WITH VENTS 1 X4 RIBBON s 0Vc'DHANG- DrTAIL SCALE: i /2„ � 1,0„ 2X6 PORCH RAFTER 2X4 FASCIA BACKER 1 X6 FASCIA 2X4 LOOKOUTS SOFFIT MATERIAL — "WITH VENTS 1 X4 RIBBON 12 2 X 6 PORCH .JOIST SOFFIT MATERIAL D6OVERHANG DETAIL SCALE: 1/2" = 1,0" . 6 OVERHANG DETAIL SCALE: 1/2" = 1'0" HOUSE WRAP SUPPLIED BY MILES 2X4 TRUSS - 2X4 FASCIA 1 X6 FASCIA 2X4 LOOKOL SOFFIT MATE WITH VENTS 1X4 RIBBON eOVERHANG DETAIL SCALE: 1/2" = 1'0" ePORCH RAFTER DETAIL. SCALE: 1/21f = 1.0.' FLASHING — 2X6 NAILER 12 a r- STAIR SECTION SCALE: 1/2" = 1'0" Mile s Homes T Inc 4700 NATHAN LANE, P.O. BOX 9495 MINNEAPOLIS, MINNESOTA 55440 NEW RESIDENCE FOR: PELLETIER CITY: STATE: FALL RIVER PEA DRAWN P DATE: JAH 6/28/9 3 CHECKED' BY: REVISiON DATE: HUNTiNGTON BASEMENT PAGE: 6 OF 7 ACCOUNT NUMBER: 47(3L2068X .a ..w` 24" ROOF VENTS 1:250 SQ. FT. OF FLOOR AREA CLASS "A" FIRE UNDERWRITER APPROVED, 3 TAB SELF SEALING SHINGLES 15# BUILDING FELT IFIED ROOF SHEATHING012) 32 16 MINIMUM AGENCY CERTI FIED 2X4 STAMPED AND CODE CERTIFIED TRUSSES 240tOC INSULATION VENT 6" UNFACED FIBERGLASS INSULATION 4 MIL. POLY VAPOR BARRIER 5/8" CEILING SHEETROCK 1 X4 RIBBON 2X4 LOOKOUTS 3/8" PLYWOOD SOFFITS WITH VENTS 2X4 FASCIA BACKER 1 Xfi FASCIA METAL DRIP EDGE 2X10 RIM JOIST 3-1 /2" FIBERGLASS INSULATION (AT RIM JOIST ONLY) (2) 2X4 TOP PLATE 2X4X92-5 8" PRE—CUT STUDS 16" OC 4X8X 1 /2" MALL SHEETROCK 4 MIL. POLY VAPOR BARRIER 3--1 2" UNFACED FIBERGLASS INSULATION 24 16 AGENCY CERTIFIED WALL SHEATHING 7 16" PRIMED HARDBOARD SIDING 2X4 BOTTOM PLATE 3/4" TONGUE AND GROOVE FLOORING 2X10 FLOOR JOISTS (S*PoF,6 ##2 OR B,EiTER) METAL CROSS BRIDGING 16" OC 2X10 RIM JOIST -- SS INSULATIONS(AT RI9 JOIST ONLY) 3 1 2 FI�ERGLA 0 6 PRESSURE TREATED SILL PLATE WITH 2X SILL SEALER �� " ANCHOR BOLTS 6 0 OC(BY BUY�.R) �..•ETER X 10 1 /2 DI. 12" BLOCK !MALL (12 COURSES) BACiCFILL WATERPROOFING WITH RIDGID INSULATION (IF REQUIRED) BY BUYER POURED FOUNDATION: FOR A POURED CONCRETE FOUNDATIONS HEIGHT OF WALLS TO BE DETERMINED BY NU�ABER OF BLOCK COURSES SHOWN. 4" MINIMUM POURED CONCRETE FLOOR 6X6 10 GAUGE MELDED DIRE MESH 6 MIL. POLY VAPOR BARRIER 4" GRAVEL BASE DRAIN TILE TO SUMP PUMP (IF REQUIRED) 24" X 12" CONCRETE E FOOTING (2) 4 REBAR (IF REQUIRED) -TYPICAL WALL SECTION SCALE: 1/2" = 1'0" 'R' VALUE CALCULATIONS CEILING: CAV17j'`Y JOIST EXTERIOR AIR FILM .61 .61 6" INSULATION 19.0r.1 -- 3-1 /2" SOFTWOOD --- 4.35 8 ' SHEETROCK •5� .56 I AIR FILM dTERIOR .61 .61 TOTAL: 20.7,"3 6.13 MALL: CAVI :� Y STUD EXTERIOR AIR FILM .1 '7 •17 SIDING APPROX.) •6% .50 OSB SH TH67 ING - 3-1 /2" INSULATION-- 3--1 /2" SOFTWOOD --- 4.35 1 SHEETROCK .43 .45 INRIOR AIR FILM Z •6�S •6$ TOTAL: 13.47 6.82 RIM JOIST: EXTERIOR, AIR FILM .1::7 SIDING APPROX.) •6-7 OSB SHEATHING .t''(0 1-1 /2 " SOFTWOOD 1 •$;9 3-1 2, INSULATION 11.C+0 INTE IOR AIR FILM •6;$ TOTAL. 14•` 1 FOUNDATION: EXTERIOR AIR FILM CONCRETE BLOCK 1.`.7 15 BLOCK CORE INSUL. 5.CsO INTERIOR AIR FILM .C;8 1 " RIGID INSUL. 4• a0 TOTAL: 12.50 NOTE: FOUNDATION INSULATION IS TO EX ENC) BELOW FROST. ALL MATERIALS AND INSULATION FOR -THE FOUNDATION ARE TO _ BE SUPPLIED BY THE BUYER. Mile s Homes Inc . 4700 NKFHAN LANE, P.O. BOX 9495 MINNF:APOLIS. MINNESOTA 55440 NEW RESIDENCE FOR: PELLETIER CI7TY: DPRAidN BY: C H ECKED BY: STATE: FALL RIVER M,A DATE: JAH i 6/28/93 REVISION DATE: HUNTINGTON BASEMENT PAGE: 7 OF i ACCOUNT NUMBER: 470E2068X 14 WINDOW AND EXTERIOR DOOR S C H E D U L E "mmoomm WEATHERSHIELD WOOD WINDOWS NO. HEADER SIZE MANUFACTURER WINDOW UNIT ROUGH OPENING SIZE MASONRY OPENING SIZE LIGHT AREA OPENABLE AREA TII T 11NITS (DOUE3LE HUNG) ' A2 2-2X10 Tl 1 36X1 6 3'6--1 /4"X 3'5-5/8" 3'9-1 /4"X 3'8-5/8" 8 SQ.FT. 4.29 SQ.FT. A3 2-2X6 Ti 1 36X24 _ 3 6 l/ 4 X _I " 4 9 5 8 3►9 -1 / 4"X 5'0-5 8" / 12 SQ.FT, 6.40 SQ.FT. A4 2-2X10 A6 2-2X10 T1 1 36X1 6-2W 7'2-1 4"X 3'5-5 8" 7'5-1 4"X 3'8-5 8" 16 SQ.FT. 8.58 SQ.FT. A 7 2-2X6 T1 1 - 36X24 2W _ 7 2 1/4 " X ' --5 8" 49 / ►5-- 7 1/ 4"X 5'0-5 8" % 24 SQ.FT. 12.80 SQ.FT. A 2--2X10 AlO 2-2X 10 Tl 1 36X24--3W 10' 10-1/ 2"X 49 -5/8" 1 1 '1-1 /2"X 5'0-5/8" 36 SQ.FT, 19.20 SQ.FT. SLIDE/BY UNITS (GLIDERS) b I iom EXTERIOR DOORS B2 2-2X 10 S 1 l 16X32 3'3-1 /4"X 3'3-5/8" 3'6-1 Z4rlX 3'6-5/8" 7.1 SQ.FT. 3.93 SQ.FT. 84 2-2X10 S1 l 24X36 4'7--1 /4"X 37-5/8" 4'10--1 /4"X 3'10-5/8" 12 SQ.FT, 6.49 SQ.FT, B6 2-2X 10 S 1 l 28X44 53-1 /4"X 4'3-5/8" 516-1 /4"X 4'6-5/8" 17.1 SQ.FT. 9.13 SQ.FT. D1 - 0 2 2X1 3-0 X 6-8 3'2-5 8"X 69-7 8" / I 3'5-5 8"X 6111 3/8" / --- SQ.FT. 2 0. 0 SQ.FT. D2 2-2X 10 3-0 X 6-8 1 -LITE 4'6"X 6'9 -7 8" 4'9 "X 6' 1 1-3 8" 8.8 SQ.FT, 20.0 SQ.FT, D3 2-2X 10 3-0 X 6-8 /2-LITES 59 -1 /2"X 69 -7/8" 6'0-1 /2"X 6' 1 1-3/8" 17.6 SQ.FT. 20.0 SQ.FT. D4 2-2X 12 3-0 X 6-8 SC 3' 1 "X 618-7 8" 3'4"X 6' 10-3/8" --- SQ.FT. 20.0 SQ.FT. AWNING UNITS (STRIP) E2 2-2X10 Al 1 3616 '" 35"X 1 '9-1/2 38 '" X 2'0 -1 / 2" 4 SQ.FT. 2.08 SQ.FT. E4 2-2X 10 Al 1 3616-2W 7'0"X 1 '9-1 /2" 7►3"X 2'0-1 /2" 8 SQ.FT. 4.16 SQ.FT. A /J\ SLIDING PATIO DOOR UNIT Fl 2-2X12 610"X 618" PATIO_I 6'0-1 /4"X 6'8--5/8" 613--1 /4"X 6' 10-1 /8" 31.7 SQ.FT. 15.5 SQ.FT SWINGING PATIO DOOR UNIT G1 2-2X10 j6r0rfX 6110" SW PATIOI 5'l 0"X 6'10--5 8" 6'1 "X 7'0-1 8" 25.4 'SQ.FT. 1 18.0 SQ.FT GARAGE UNIT (VINYL CLAD) . N 1 2-2X10 44X24 3`9-7/8"X 2,3.' 4,0-7/8"X 2'6" 7.3 SQ.FT. (DIRECT SET GARAGE UNIT (WOOD) Hi I 2-2X 10 1 42X 16 1 3'l 0-7/8"X 1 '10"1 411-7/8"X 2'1 " 1 4.7 SQ.FT. 1 3.4 CASEMENT UNITS (SPECIAL) C1 2--2X10 C11 2436 2'5"X 3'5-3 8" 2'8"X 3'8-3 8" 1 6 SQ.FT. 6.46 SQ.FT. C2 2-2X 10 C21 2436 ' 4'9 "X 3'5-3 8" 5'0"X 3'8-3 8" 1 12 SQ.FT. 12.92 SQ.FT. C3 2-2X10 C11 2450 2'5"X 47-3/8" 2'8"X 4'10-3/8" 8.3 SQ.FT. 8.94 SQ.FT. C4 2-2X 10 C21 2450 4`9 "X 47-3 8" 5'0"X 4` l 0-3 8" 16.6 SQ.FT. 17.88 SQ.FT. C5 2-2X 10 C31 2450 7'1 "X 4'7-3/8" 7'4"X 4'l 0-3/8" 24.9 SQ.FT. 2 6.8 2 SQ.FT. C6 2-2X 10 C41 2450 9'5"X 47--3/8" 9'8"X 4'10-3/8" 33.2 SQ.FT. 3.5.76 SQ.FT. SPECIAL UNITS WINDOWS 4/ C SERIES CONFORM WINDOWS TO UNIFORM HAVE EGRESS BUILDING HINGES. CODE, SECTION 1204- EGRESS. UUU13LL WIDE WINDOW FRAMIING DETAIL co s Horries Inc. 4700 NATHAN LANE;, P.O. BOX 0495 101 NINEAFOLIS, IvIDN NESOTA 55440 (2W) A CC UNTO 4701 25vX 904 3 ROAn,i,Ay BALL KI = • t 027 z