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Home My WebLink About0538 WHISTLEBERRY DRIVE �3 1his�l bey-�x p . D � °� � .�' ev u. � ii � u n . � Q ,� ❑" n ao "q °a �� ., a � �11 q p" � n ° ak'�00 ¶ ° e ° o e p - ❑ R f�° r u Q n e e . 0 0 It 41 I I ,� � � . ., a t� 'u � 0 �04 . p n n ,.� (1 f n o•q ❑ - qr " � �U 00 u ❑ 4 p - ° ° .. ,� n° I, � e, ❑�. a o, o no F r � °u a �;. 9° o Il,D n e o n p n o° I 00 ID II �r (I, n �f o , Vll u ' it e � 9 ° . ' 1' e " 1, , ,. � o „ �.,y ..d � ❑i. Y ,ii � „AD °�la nQ Ra e o ° u 0 �6 o Q � e n ° ��'�� 0 a o _� ❑ o R ❑ Oo a 11 o i U • t TbwN OF' BARNSTABLE _ ' CERTIFICATE OF OCCUPANCY - ---- - PARCEL ID 061 052 GEOBASE ID 3477 ADDRESS 538 WHISTLEBERRY DRIVE PHONE MARSTONS MILLS ZIP - LOT 62 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 35729,' DESCRIPTION CERTIFICATE OF OCCUPANCY PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL* FEES: BOND - $.00 1CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P `(*I JBARN 31'ABLE, MASS. 039. A`0� ED Mpd ,/ BUILDI • IO�T BY DATE ISSUED 01/06/1999 EXPIRAT.1O� ,,16ATE TOWN OF BARFSTABLE qy E• : y. BUILDING PHRMIT 061 052 GEVBASR ID :3477 338 WHISTLEBERRY DRIVE PHONE �' MARSTONS MILLS GIP LOT F3G BLOCIK LOT 5IZ9 LOT DEVELOPMENT DISTRIC,"r CO 1 PR.RMIT i1318 DESCRIPTION NEW ',*BDRM SING FAM HOME situn,498-318 PF-101I T TYPE 13UILD TITLE Nl.aW RESIDENTIAL I3LDG PMT CowrmeI'oks: GARLAND, S(Y)T'r Department of Health, Safety ARCHITECTS-: and Environmental Services TOTAL FEES: $542.50 BOND $.00 Ox1NE c-oNaTRUCTfON COSTS $1.75,000.00 Qi► .aiNGLR FAM HOME DETACHED I PRIVATF * BARNSTABLE, + MASS. 1639. A�O� BUILDING DIVISION BY DATR 1 SSURD, 06/01./199H EXP11,A'1`1.ON DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE 2. PRIOR TO COVERING ING STRUCTURAL MEMBERS 1.FOUNDATIONS FOOTINGS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4,FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 �� 1 �1TpiG 1% v✓�� I � 4 ' itia�2 -a 9 j 2 �1,� l� `l � 2 2 Elinl �5 �p is// fl a"f Gi'u o �•AG �� 2/y7 � I1� �� /9PP s p j.,: t Z -2 Z- 1 AEATIOG INSPECTION XP0ROVALS ENGINEERIN EPARTMENT Gl srtp House TO 6��t. �� hs x 8- 9�3�Y /fa/ f �,� if 2 BO RD F HEA TH llj� _ !>n v, r OTHER: 7 k►2�- DL- t SITE L. N REVIEW APPROVAL �99 WORE: SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. F. 1 I. Ir I I, r a 4 `r � 1 j ` r 1 i • I _X,� 4S �f Eagineeriftg4)ept_prd floor) Map lo Parcel Z Permit# 31 n�t R House* 5 38 ,i Date Issued (0 t�- 48 ap Board of Health(3rd floor)(8:15 - 9:30/1:00-�°:36j ��,��Fee � , o 2 4 Conservation Office(4th floor)(8:30-9:30/ 1:00-2:00) rj 2 4fe; 3 i®ry A"' Public Health Div! Ion Planning Dept. (1st floor/School Admin. Bldg.) of IKE rq Definitive Plan Approved by Planning Board 19 a4qBox 534 �: �—?—P 3 ya(508)175- a �l TOWN OF BARNSTABL�; °"'°y� one(508)790-6[ _ Building Permit Application Project Street Address l Village A kc . Owner� � {��KIZ.A, Address D Z! Ao Telephone J Dg ��'- _Permit Request - Zlaa First Floor (�}-� sqLreffeft'� loor p?�I� square feet Construction Type \j\[pbn !FiZ�A f _ o� Estimated Project Cost $ Zoning District 1<1 Flood Plain Iry Water Protection 1 P Lot Size �"�j, O g Z_ Grandfathered ❑Yes ❑No Dwelling Type: Single Family RTO'- Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑No On Old King's Highway ❑Yes ❑No Basement Type: d'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing New Z Half: Existing New t No. of Bedrooms: Existing New _5 Total Room Count(not including baths): Existing New First Floor Room Count Heat Type and Fuel: P Gas ❑Oil ❑Electric ❑Other Central Air CYes ❑No Fireplaces: Existing New I Zw OtExisting wood/coal stove ❑Yes [ No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) Attached(size) IZ& K 2.& - 49 5 F ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ r Commercial ❑Yes ErNo If yes, site plan review# Current Use Proposed Use 1%Lc- ''l kt 11,1,tA.e1— NEW Builder Information ^Name d_D n Telephone Number (� • �V V Q to Address 'j 0 ice-. License# 0 3!� 8 l C� �Zcj Home Improvement Contractor# OgZ(at'Q Worker's Compensation# I SJ 1€3 O 3ag D-71 CO NEW CONSTRUCTION-OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Itil S`C Z ��.�tJiAt- �u �•�� ac..� tic SIGNATURE BUILDING PERMIT DENIED FOR T FOLLOWING REASO ) FOR OFFICIAL USE ONLY L� PERMIT NO. 1 l (J t * y DATE ISSUED ► '# MAP/PARCEL NO. ADDRESS r VILLAGE z OWNER DATE OF INSPECTION:, FOUNDATION FRAME. - ;Di _ 1 �- � �/1.y`],+�� d""" _ �f • ' .. INSULAT ON y FIREPLACE ELECTRICAL: ROiJGH.: f FINAL.- PLUMBING: FINAL r GAS: FINAL _ FINAL BUILDI i y ti. o co ; r-- - r rv, DATE CLOSEAUT ASSOCIATION PLAN NO: r 1 � •.,tip. :•::r,;,.:,...•.�,.:,;_:..,-;.�4 ., !� tiix�ti• f. - ;'•y=+2)�:�E�::j;2�:�,r:'.S:,;c\r�?art'Y>�i=,.'rir '`��~'.titT;T• ��^ ir'� �'Ri>�'t'�R.`f '?.E'er 1 ). G;t• -,:r. 'lid, .•k:• "i-'Z�;�<_, ,J'- i" .. ':wJ:f.;L�ii=_:F�rM:'�r4.''`• i:�:r�,�M •Tti .,R- 1'i•, rJ•rt. rJ�`,� J.C1T��irtE•t`.%';k\i�j. ;:r{,gym �;v,:;i=n5 FaJ_•:•:F' .,-.). 'i��'J.�Y.1 J_r,Y.\�.•?`I•�'�c:�Ri•iJ'its.�a�nti FY 'FT . ::lv :a^' hr.'.;ib...;.--ram.,:�•�/•�� =:3 y�C�3 Y,-till.,. -SS\) ,f)14 r .l�•...,.Y:"� �F�1� ' 'lr'�•r'?'•1��`•'I':ti�)�`��ii�.�iitE�1��.�iT L•.. ML.,. _L,t ). '�•�,✓"J:'' aJS':rF%p:':�,a.}.t.,��YJ:3 � .'r�:y�=•; '•' 'vi'tiiw)!'tii�:,�Siiix:��":c)f+;p.i, 14�;•:,. �.E:tii�k�[k�.,:c�TS7„�r•��?'X�i.��:a;�ir�`�;•%�i1r�;%i�.Gy :.>i3:J:v.L�./.'.•l...r.1•:S:J:,,l J••:l�.J:,•,'LfY r. �'�Z�n`Kt�T,x.•�',a{S.iT,e�,r jr trr.�Yr��r'.,.t�r,. �l)w' tiYw• Ry ti } ��• "•r: fix r_ ..j''Y> :f. J.' •'Y'' ).:"'Z).f, �3nY+. 'l�)��)\:/ ..,(III fry;' iS+`s2„�7�. �tr•Jfc�,:.,rtit'^J'-.r)t :`-tisr,� •:rx;.:•••er:.`•�i'•'tis\>.;'7'�:,r�;s�x'•a4 i '�;4 )tcd :�is iT J^�i?•''JrS i?.•fyti�)t I GILMARTIN PLUMB & HEAT 509 540 8498 P. 01 a. Ij C rarlandEstate 'r 16 HARVEST DRIVE WAQUOIT,FALMOUTH,MA 02536 (508)540-0866 (508)6l~1-FX4 �D C07KKtC- �- [CAq K91 � dXA GILMARTIN PLUMB o HEAT 508 540 849e P. 02 1 508-457-1133 J, Steco�Ucapecod.nc,i p-" �o STRUCTURAL & CONSULTING ENGINEERS 81 RED BROOK ROAD WAQUOIT, MA 02536 C.F. FE.WORE,A.S.C.E., P.E. 3 December 1998 Barnstable Building Department 367 Main Street Hyapnis, MA 02601 Re: False Ridge Framing 538 Whistleberry Drive Marstons Mills, Mass Gerafemen: We have"reviewed the plans for the above referenced house with attention to the false ridge framing done in the central 36' feet of the house. In our opinion,this framing is satisfactory and complies with Sectio�y� 3608.2.3 of the Commonwealth of Massachusetts State Building Code. If you have any further questions, please do not hesitate to call. STECO ENGINEERING COMPANY N OF MgSs9 Charles F Fewore, P.E. �� CMARtE3 F. 6� President FEWORE v STRUCTURAE ti No.34358 M mtR Appeoft j Table JS.2.Ib(coatlaaed) Pmrripdve Packages for One and Two- Woo Residential Balldlagt Heated with Fold Faeb MAXIMUM MINIMUM Glazing Glazing Ceiling Wall Floor Basement Slab Heating/Cooling Ann'('A) U-value= R valuer R-value' Rrvalur.2 Wall pleeimeter Equipment Effdwcy' package R-value' R-values 5"l to 6500 Heatfag Degree D&W tAA I2•/. 0.40 38 13 19 10 6 Normal 12% 0.52 30 19 19 10 6 Normal 12•/. 0.30 38 13 19 10 6 85 AFUE 15% 0.36 38 13 25 w N/A — Normal IVA 0.46 38 19 19 0 6 Normal IS•/. 0.44 38 13 23. MA WA 83 AFUE 13% OM 30 19 19 10 6 83 AFUE 18•/. 032 38 13 ZS N/A N/A Normal 18•/. 0.42 38 19 23 N/A N/A Normal 18% 0.42 3E 13 19 10 6 90 AFUE 18•/. 1 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: ISTI,F-wCr-t1 l J� i 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): ' L°aw 5. SELECT PACKAGE(Q--AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: 5 1Z11) .,Z/� Ct NO: q-forms-080303a D C, l � 730 CUR Appwft 1 Table J32A(condoned) ' Prescriptive Paekaga for One and Two-Fatally Residential Bolldings Heated witb Fossil Fuds MAXIMUM MINIMUM Glazing Glazing ceiling Wall Floor Basement Slab Heating/Cooiiag Area'(%) U-value= R-value' R value' R value Wall perimeter Equipment Efficiency' package R-valut:° R value' 5701 to 6500 Heating Degree Days' Q 12% 1 0.40 38 13 1 19 10 6 Normal R 12% 1 :0.52 30 19 19 10 6 Normal S 12% '0.50 38 13 19 10 " 6 83 AFUE T 15% 0.36 38 13 23 N/A N/A — Normal U 15% 0.46 " 38 19 19 p 6' Normal V 15•/. 0.44 38 13 23. WA WA 85 AFUE W 15% 6.52 30 19 19 1 10 6 SS AFUE X 18% 0.32 38 13 25 N/A N/A Normal Y IS% 0.42 38 19 25_ WA WA Normal Z 18% 0.42 38 13 19` 10 6 90 AFUE 'AA 119% O SO 30 19 19 l0 6 90 AFUE 1. ADDRESS OF PROPERTY: •' U Tt�ALS IVIIULS— ��RI�ISTI�R�t- IAA 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: Z �� 3. SQUARE FOOTAGE OF ALL GLAZING: 3, �. / ti Pik. 4. %GLAZING AREA(#3 DIVIDED BY#2): ' a> 5. SELECT PACKAGE(Q--AA-see chart above): _ NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR /APPROVALc: YES: O I� Q'(_, NO: q-forms-1980303a �C i 780 CMR Appendix J Footnotes to Table J5.2.1b: y` Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights,.and basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft2 of decorative glass may be excluded from a building design with 300 ft2 of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer.in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full j insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. •Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example, an R-19'requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces, basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3, 4, or 5. If you plan to install more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(i.e.,may have a U-value greater than 0.35). c)If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 The Town of Barnstable BARNSTABLE.� Department of Health Safety and Environmental Services MASS. t639' �e prFo►�►�• Building Division 367 Main Street, Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection t Location Permit Number -0 1 Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: j It S fi c-l" l\T U C C Y-) --N Please call: 508-790-6227 for re-inspection. '— Inspected by Se Date Sic i c The NASCOR JOISTS QU iet TM Yp �` r _ e•, i.,qY .� .—_ Y__..s ��l��i(• �T�� j 411 a � _ ....... NASCOIZ M SPAN TABLES AND INSTALLATION GUIDE FO R(NJ10 J12 Available at: FALMOUTH LUMBER INC. GE Fabricators, Inc. 670 Teaticket Highway A licensed manufacturer of the NASCOR Joist System East Falmouth, MA 02536 269 Walnut Street Road,Salem NJ 08079 Tel. 548-6868 Phone: (609)935-1830 FAX: (609)935-5417 NASCOR JOIST SPAN TABLES -Incorporating MSR 2100 Chords ON CENTER NASCOR JOIS ft- in NG NJ12 LIVE LOAD 1 23'-5" 21'-3" 40 1 16'-lot 19'-3" DEAD LOAD 19.2" '-8" -6' 15'-2" 18'.291 10 24" 14'-0" 16'-10" LIVE LOAD 12" -7" '-7- 23'-5" 30 19'-7" 23'-5" 21'-3" DEAD LOW 18'-5" 22'-1" of of 0 24" 17'-1" 20'-5" 15,-6" NASCOR JOIST SPAN TABLES -Incorporating #2 & Better Chords- For use in the United States Only LOAD ON CENTER NASCOR JOIST SPAN(ft- in) U360 NASCOR JOIST SPAN(ft- in) U480 (PSF) SPACING NJ10 NJ12 NJ10 NJ12 LIVE LOAD 12" 18'=3" 221.210 --16'-8"— 20'-1" 40 16" 16'-8" 19'-8" 15'-0" 18'-4" DEAD LOAD 19.2" 15'-7" 171.2" 14'-2" 17'-3" 10 24" 14'-6" 16'-1" 13'-2" 15'- 11" LIVE LOAD 12" 20'-1" 24'-5" 18'-4" 22'-2" 30 16" 18'-3" 22'-1" 16'-8" 20'-1" DEAD LOAD 19.2" 17'-2" 20'-1" 15 -7" 18'- 11" 10 1 24" 15'- 11" 18'-0" 14'-6" 17'-7" , NOTES ON SPAN CHARTS: Spans above reflect composite action on'/4".T&G subfloor nailed and glued. Using the following conditions decrease the spans by: �� `;" 9 5%%"T&G subfloor nailed only 3%5/a"T&G subfloor nailed and glued. Sq - 3%%"T&G subfloor nailed only. Spans are based on uniform loading conditions only,for any other loading conditions,please contact NASCOR. Span lengths are based on clear span,from inside of support to inside of support. Minimum bearing required-1'/z". —�U360 deflection is code minimum. U480(33%stiffer is recommended by NASCOR). Permissible spans are based upon the requirements of CAN3 086-M84,Engineering Design in Wood,Working Stress Design,and in accordance with ASTM Standard D5055-92.`Standard Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood Joists". NJ INS TALLATION - DETAILS DETAILS DO NOT.... DO NOT.... DO NOT...: DO NOT_ J' r SPLIT THE s BEVEL CUT THE a�' DRILL ANY CUT OR FLANGE. o JOIST PAST THE ,.: HOLES OVER NOTCH TOP ENSURE INSIDE FACE OF +�` •• A SUPPORT. OR BOTTOM PROPER WALL. CHORDS. TOE NAILING. ',J1. HANGERS J2. NAILING TO PLATE J3. NJ RIM SQPG\aG Top Mount o�SyPP��s hanger Face nail hanger ' Face nail hanger 5MIN. nPIO PLATES ; with web stiffeners TWO 3'NAILS TOP&BOTTOM J4. SQUASH BLOCKS J5.JOIST AT BEAM J6. BRIDGING: W or other code 2 x 4 min. approved bridging @ 7'O/C between Load bearing squash blocks SECURELY NAIL rows of bridging wall from above TOP& BOTTOM CHORDS SPACING VARIES y. Bridging not required but will enhance floor performance • CONCENTRATED&POINT LOADS when installed properly I minimum distance Holes from chart no holes allowed I 4— — — —4 over support keep all rectangular holes in 4J4 the middle 1/3 portion of span rim joists I h1 h2 a - p — — —►l�f l� T —►) 1-1/2"dia. holes allowed anywhere min.2-11/2 x h2 I length(b no in web min.5 x b greater 1-1/2 x(a) Round Holes •A 1-1/2" diameter hole can be drilled anywhere in the web except directly over a support. •The maximum size hole must leave a minimum of 3/4" of uncut web above and below the hole. Rectangular Openings •All rectangular openings must be located in the middle 1/3 of the joist. • Maximum height of a rectangular opening is to be 1/2 the distance between the joist flanges. •The opening must be centered vertically in the middle of the web. • Cutting a radius on the corners of a rectangular opening is recommended. . •The length of a rectangular opening (parallel to flanges) must be less than 1.5 times the height. Multiple Holes •The spacing required between the edges of round holes must be a minimum of 2-1/2 times the diameter of the largest hole. •The spacing required between the edges of rectangular openings must be a minimum of 5 times the length of the largest rectangular opening. •The spacing required between the edges of a round hole and a rectangular opening must be 5 times the length of the largest opening/hole or 5 times the diameter of the round hole, which ever is greatest. General • No holes are allowed directly over a support or bearing point. • Do not drill any size hole within 6 inches of a vertical web to web joint. • Do not cut, notch or drill flanges. • Opening sizes are not necessarily restricted to those stated above. Contact our Nascor Systems and one of our technical representatives will offer assistance for special opening requirements. Hole Chart Hole diameter in inches 2" 3" 4" 5" 6" 7" Distance "d" to center of opening 1' 21611 3' 5" 41411 5' Y 61311 from inside face the nearest support r PRODUCT APPROVALS NJ12 FEATURES: NJ10 BENEFITS: • Light weight • Cost effective • Dimensional Consistency • Quiet floor performance • Greater allowable spans 2 X 3 • Satisfied home owners • No crowning, flat floors CHORD • No call backs • Use single NJ joist as rim 3 „ =� • No old growth trees needed • Use standard hangers /8 in structural component design • Standard bridging creates T • No wasted joists on construction site load sharing • Standard even foot lengths . • No squeaks! 10'to 36' Third Party Certification - 1f/2 11/2 Wamock Horsayl NASCOR•Incorporated retains Inchtape Testing Services-Warnock Hersey �7� as a third party inspection agency for auditing the testing and quality assurance Alry AVO,TFOJ program. Approval Boards o. BOCA'Evaluation Service, Inc. Building Officials and Code Administrators International, Inc. x, +' BOCA#96-30 ICBO Evaluation Service, Inc. Internal Conference of Building Officials ICBO #5138 SBCCI - Public Safety Testing and Evaluation Service Inc. SBCCI #9549 City of New York MEA#280-96-E DHCR (State of N.Y.) 657-96-M & MC LOT 61 LINE BEARING DISTAAfCE 1 N 02000'00'N 60.00 .91.000E N g00.00 r o-a th 'C f to .CLOT 62 4S.F. . OB2 S.F. - v p � � 10y00 � 000N As�E •o0 0 y TORN REFERENCE: ASSESSOR'S MAP 61 PARCEL 52 LOT 62 HOUSE 59B PLOT PLAN OF LAND 'TO THE BEST OF MY KNOMLEDG& THE FOUNDATION LOCATED IN SHONN ON THIS PLAN IS AS IT ACTUALL Y EXISTS AN BARNS TABLE — MASS. THAT I T cower MS TO THE TOMN OF BARNSTABLE �a ZONING RESULA TIO/Va REGALING YARD SETBACKS' � `f PREPARED FOR DATE• Y 20. 1998 FERREIRA L EO SPERANZA No, $130 P.L.S. Q °E�yC j i�`-� c+f:!� DATE lax 20, l99B SCALE 1'!60 FT. FLOGto ZONE C fMOW HAZARD) � FERREIRA ASSOCIA TES D-142 1-6210CIP 131 SPRING BARS RD. FALMOUTH-MA A . The Commonwealth of Massachusetts I•� --_ �— •.�� Department of Industrial Accidents _ ONCO of/nyesti S&ONs - 6), 600 Washington Street Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: C4 r I location: city �J`(- ,�1�✓ 1 Ul phone# 5Q&-Sip-92R(n�D ❑ I am a homeowner performing all work myself. ,Edam an employer providing workers' compensation for my employees working on this job. X. company name c j address:. city �..... hone#.. insurance co. oLcv# V lJ ❑ I am a sole proprietor, general contractor, or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices: company name : . :. address. City` X. o... yhone# insurance co. tility# ....:. .... .:: ...:.. address: city X. atione#. . .::.<... <>::>:: .. OilunranCe;co , Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify unde the pains and penalties ojperjury th17 a inj►motion provided above is truo and corre Signature 2� Date V _ Print name �` � 4 ��/y `1 1 l Phone it C-:�06 ---S 11-1-0 tp(P official use only do not write in this area to be completed by city or town official city or town: permit/license# ❑Building Department ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office ❑Health Department contact person: phone#; ❑Other (revised 9/95 PIA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. r • , r An employer is defined as an individual, partnership, association, corporation or'other legal entity, or any two or more of the foregoing engaged in'a joint enterprise., and including the1egal representatives of a deceased employer, or the receiver or trustee of an.individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every(state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business'or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance.with�the insurance coverage required. Additionally,neither the commonwealth nor any of its.political subdivisions;shall enter into any contract for the'performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. City or Towns Please be sure that the,affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returiR to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. . R ��00�0/�/O/�/�� ///O��//O/�000�0�0�/�O��OOO��/��/��00000�0/O/O�O�O��/�000/��/��/O/�/�/O�O��0�/�/��/i,%,��/%0�00 The Department's address,telephone and fax nui be".', The Commonwealth Of Massachusetts Department of Industrial Accidents Office of Imles"gadons 600 Washington Street Boston;Ma. 02111 fax#: (617) 727-7749 t phone#: (617) 727-4900 ext. 406, 409 or 375 I DATE: 05/22/98 'TIME: 03:1) PM TO: Fax @ + (548) 4611 PAGE: 001-001 ;........................... ::...:...:...:.....:........................... DATE(MM/DD/YY) A CORD :: .'•: 05 22 1998 PRODUCER (508)540-2400 FAX (508)540-6671 CER S TI:• :IS:.S:FICATEI 'S'Ug-49*XMXTT"E"R'*'O"F'I*N"F*ORMATION 9urra & MacDonald Insurance Services ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE y HOLDER.THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 406 ]ones Rd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Falmouth, MA 02540 COMPANIES AFFORDING COVERAGE COMPANY Travel ers Ins .Co Attn: Ext: 3109 A irisuReo ..COMPANY......Wausau Insurance..Co..Bi.1.1.i.ny............................ Garland Homes e ScottGarland DBA .........................._............. .......................... .. ... .. . ... ... Garland Homes COMPANY C 16 Harvest Dr .................................................................................................... E Falmouth, MA 02536 > COMPANY D THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEWISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIO•D INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO : TYPE OF INSURANCE POLICYNUMBER :POLICY EFFECTIVE POLICY EXPIRATION: LIMITS LTA: DATE(MM/DD/YY) DATE(MM/DD/YY) GENERAL LIABILITY :GENERAL AGGREGATE $ 600,OOO ..................................... ...... ...... COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG $ 600,000 CLAIMS MADE : OCCUR: PERSONAL 8 ADV INJURY $ j00 OOO A : ..... 680238A88A : 05/26/1998 : 05/26/1999 :..............................:...................�....... OWNER'S 8 CONTRACTOR'S PROT EACH OCCURRENCE . ...............................:.. FIRE DAMAGE(Any one tire) $ 50,000 MED EXP(Any one person) $ 5,000 AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ ....... ALL OWNED AUTOS BODILYINJURY 4 t SCHEDULED AUTOS (Per person) HIRED AUTOS BODILYINJURY NON-OWNED AUTOS (Per accident) ...........................................: PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ..............................i•::::::. ::::. :::•:::::::: ANY AUTO :OTHER THAN AUTO ONLY: ............................................. EACH ACCIDENT;$ ...........I........................... . AGGREGATE:;$ EXCESS LIABILITY :EACH OCCURRENCE ?$ UMBRELLA FORM :........................................................ AGGREGATE $ OTHER THAN UMBRELLA FORM $ C WORKERS COMPENSATION AND WL;bIAIU- • EMPLOYERS'LIABILITY ...• .� :• ••••••••••••?'��'^�•'�' B : :151803090716 : 01/06/1998 01/06/1999 E`EA`"'°`riII—DEN I - .- .....,�........ 100,000 THE PROPRIETOR) ;INCI : :ESL DISEASE POLICY LIMIT $ 50O,OOO PARTNERS/EXECUTIVE . .. OFFICERS ARE: EXCL: :EL DISEASE-EAEMPLOYEE?$ 100,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS 3LIi lder <<<<<;<<<<<<<<<{rrr�rrr�rrrrrrrrrrrrrrr�rrrrrrr��rrrr�rrrrrrr<<rrrrrr ..0.." Yi�a..��.:...::.....:.. :..:::. :::::::...:......................................... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL Barnstable Town Hall 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. Building Department BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 367 Main Street OF ANY KIND UPON THE COMPANY,ITS AGENTS RESENTATIVES. Hyannis, MA 02601 AUTHORIZED REPRESENTATI Garland Real. Estate 16 HARVEST DRIVE WAQUOIT,FALMOUTH,MA 02536 (508) 540-0966 (508) 548-4611-FAX "• 7//ie �oanvnzoouuealt! a�✓�aaaac/waetld DEPARTMENT OF PUBLIC SAFETY I •;; ' `� CONSTRii;4MUPERVISOR LICENSE Cpires: Birthdate: C °�xO111 j1999 10/.11 f 1954 ' 1 _ (n, k 00 i 16 HARVEST'`DR ,� WAQUOIT, NA 02536 LUMBERMENS MUTUAL CASUALTY COMPANY �---� AMERICAN MOTORISTS INSURANCE COMPANY nananaL insuAMERICAN MANUFACTURERS MUTUAL INSURANCE COMPANY coar ies CGIIPdt11L5 LICENSE AND PERMIT BOND Bond No. Know all men by these presents, that Leo S. Speranza 25 Vesper Road, Waltham, MA 02154 (Name and Address) as Principal and The Undersigned Surety, are held and firmly bound unto Marston Mills, Barnstable, MA , as Obligee, in the penal sum of Five Thousand Dollars (S 5,000 ; lawful money of the United States, for which payment, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. Whereas, the Principal has applied to the Obligee for a license as a (or permit for) Street Permit Now, therefore, the condition of this obligation is such, that if said Principal shall faithfully perform the duties of such licensee or permitee, and in all things comply with the ordinances, rules and regu- lations appertaining thereto, then this obligation shall be voi otherwise to remain in full force and effect: until May 27, 19 9 This bond may be terminated at any time by the Surety upon sending notice in writing, by certifed mail, to the clerk of the municipality with whom this bond is filed and at the expiration of thirty (30) days from the mailing of said notice, the liability of such Surety is the reby.terminated and .cancelled; and provided further, that nothing herein shall affect any right or liability which shall have accrued.under this bond prior to the date of such termination. SIGNED, sealed and dated this 27th day of Ma 19 98 Co un sig rincipal: —' Surety: American dent agent Name of Comp By- 42 Attorney in-Fact Carol A. Brown Important: Accounting Information r' Producer Name Lehrer & Madden, Inc. AFFIX ` Address 10 Union St., Natick, MA 01760 CGf:PCiIZATE ;' Producer Code 619228 SEAL;HERIE � Y Send one copy of the bond to your supervising office on the same day executed. ` r FK 0735 (Ed. 06 93) Printed in U.S.A. i IrEMPER° Home Office: Long Grove, IL 60049 POWER OF ATTORNEY Know All Men By These Presents: That the Lumbermens Mutual Casualty Company,the American Motorists Insurance Company, and the American Manufacturers Mutual Insurance Company,corporations organized and existing under the laws of the State of Ilinois, having their principal office in Long Grove, Illinois, (hereinafter collectively referred to as the"Company")do hereby appoint John F. Doherty, Richard C. Sargent, Constance Nehila, Robert MacTaggart and Carol Brown of Natick, Massachusetts their true and lawful agent(s)and attorney(s)-in-fact,to make,execute,seal,and deliver during the period beginning with the date of issuance of this power and ending on the date specified below,unless sooner revoked for and on its behalf as surety,and as their act and deed: Any and all bonds and undertakings provided the amount of no one bond or undertaking exceeds TWO HUNDRED FIFTY THOUSAND DOLLARS($250,000.00)+.+++.+++.+.+++++:.+,.♦+++++++++:++++++++++++++++++f+ EXCEPTION: NO AUTHORITY is granted to make, execute,seal and deliver any bond or undertaking which guarantees the payment or collection of any promissory note,check,draft or letter of credit. This authority does not permit the same obligation to be split into two or more bonds in order to bring each such bond within the dollar limit of authority as set forth herein. This appointment may be revoked at any time by the Company. The execution of such bonds and undertakings in pursuance of these presents shall be as binding upon the said Company as fully and amply to all intents and purposes,as if the same had been duly executed and acknowledged by their regularly elected officers at their principal office in Long Grove, Illinois. THIS APPOINTMENT SHALL CEASE AND TERMINATE WITHOUT NOTICE AS OF December 31,2001 This Power of Attorney is executed by authority of resolutions adopted by the Executive Committees of the Boards of Directors of the Company on February 23, 1988 at Chicago, Illinois,true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOTED, That the Chairman of the Board, the President, or any Vice President, or their appointees designated in writing and filed with the Secretary,or the Secretary shall have the power and authority to appoint agents and attorneys-in-fact,and to authorize them to execute on behalf of the Company,and attach the seal of the Company thereto,bonds and undertakings, recognizances, contracts of indemnity and other writings,obligatory in the nature thereof,and any such officers of the Company may appoint agents for acceptance of process." This Power of Attorney is signed,sealed and certified by facsimile under and by authority of the following resolution adopted by the Executive Committee of the Boards of Directors of the Company at a meeting duly called and held on the 23rd day of February, 1988: "VOTED,That the signature of the Chairman of the Board,the President,any Vice President,or their appointees designated in writing and filed with the Secretary,and the signature of the Secretary,the seal of the Company,and certifications by the Secretary,may be affixed by facsimile on any power of attorney or bond executed pursuant to resolution adopted by the Executive Committee of the Board of Directors on February 23, 1988 and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached,shall continue to be valid and binding upon the Company." In Testimony Whereof,the Company has caused this instrument to be signed and their corporate seals to be affixed by their authorized officers, this October 18, 1996. Attested and Certified: Lumbermens Mutual Casualty Company American Motorists Insurance Company American Manufacturers Mutual Insurance Company �utu°I pyJ pout 4y ° p S CG6Pgt112 ` AN Iwuas e 1 M !!Al oarowAno�p FAY °W Robert P. Hames,Secretary by J. S. Kemper, III,Exec.Vice President i STATE OF ILLINOIS SS COUNTY OF LAKE I, Irene Klewer,a Notary Public,do hereby certify that J. S. Kemper, III and Robert P. Harries personally known to me to be the same persons whose names are respectively as Exec.Vice President and Secretary of the Lumbermens Mutual Casualty Company,the American Motorists Insurance Company,and the American Manufacturers Mutual Insurance Company,Corporations organized and existing under the laws of the State of Illinois,subscribed to the foregoing instrument, appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seals and delivered the said instrument as the free and voluntary act of said corporations and as their own free and voluntary acts for the uses and purposes therein set forth. 4 "OFFICIAL SEAL" ► 4 Irene Klewer ► 4 Notary Public,We of Olincis ► My Commisslon Expires IlYM ► My commission expires 1-28-98 V1WV'r'WV'WV'1WVV'WV' Irene Klewer, Notary Public CERTIFICATION I,J.K.Conway,Corporate Secretary of the Lumbermens Mutual Casualty Company,the American Motorists Insurance Company, and the American Manufacturers Mutual Insurance Company,do hereby certify that the attached Power of Attorney dated October 18, 1996 on behalf of the person(s)as listed above is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this certificate;and I do further certify that the said J.S.Kemper, III and Robert P. Hames,who executed the Power of Attorney as Executive Vice President and Secretary respectively were on the date of the execution of the attached Power of Attorney the duly elected Executive Vice President and Secretary of the Lumbermens Mutual Casualty Company, the American Motorists Insurance Company,and the American Manufacturers Mutual Insurance Company. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Lumbermens Mutual Casualty Company, the American Motorists Insurance Company,and the American Manufacturers Mutual Insurance Company on this May 27 , 19 98 . dowel� n p�L iy o,P�tsu Ind,. $� arj �r a A •, /JJ/ E 1 11r P. 9 C AA IW�018 0 ��i•,� V e l up P iiAt Y�coarORATIOl: 0 °my Gco+� J.K. Conway, Corporate Secretary This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind the Company except in the manner and to the extent herein stated. FK 0362 6-96 Power of Attorney-Term Printed in U.S.A 1 Design Information TGCDtL)= 30.0 psi 5 Plating Information TPI 13C(DtL)= 1G{C FS} DeG N0. R79-3010-TP2'S- 7G6 TL(DtL)= 40,C PSF JT. MAX-SPANS(FT-IF:) H)DRG-I/AIL LOCATION(1m) SHT NO, 12 DATE 4/ 9/19 STRESS INC = 2.15 140. SPF PLATE SIZE --X-- --Y-- _...._...._.__... ,__,_..._„_......_. __ _. . ... _,.... J 1 Y5- 5 2 1/2 X 6 PT 2 Maximum Chord Spans (Ft.-in.) 30- 6 4 1/2 X 4 PT i T.. _. ...... �,.. _ 33-11 2 1/2 X b PT LUMBER GkACE ?GP CHORD BGTTUF` CHGkC 35- 7 3 1/2 X 6 PT =SPRUCE-PINE-FIR= 2X4 2X6 2X4 2X6 38- 1 4 1/2 X 5 PT NO 2 24- 5 36- 7 26-10 34- 1 39- 7 3 X b PT NO 1 27- 9 40- Bf 30- 6 39- 0 41- 0 4 1/2 X 6 PT SEL STRU 30-10 41- 0f 30-10 39- 0 zMSR-SPF= J 2 41- 0 1 X 4 PT 165OF-1.SE MSR 33- b 41- Of 37- 0 41- Of 1600E-1.6E MSF 35- 1 41- 0; 39- 1 41- Of SJ 2 41- 0 4 1/2 X . 4 PT 4 1 1/4 195OF-1.7E P-SR 36'- 2 41- Gr 41- Of 41- 04 210OF-1.BE h:SR 37- 3 41- 0* 41- 07 41- Of J 3 407 1 3 X 4 PT 3 1 7/(? 2250E-1.9E A*-SF 3b- 4 41- of 41- 0► 41- Of 41- 0 3 X 5 P: 3 2 3/2 = 240OF-2.OF v S R 39- 5 41- by 41 Ot 41- 0f *REOUIRES 2X6 BEARING $REQUIRES 2X6 BEAF1l+G J 7 39- 1 2 1/2 X 4 PT 2 1/2 41c 0 3 X I PT 3 5' 7 37-11 4 1/2 X 4' PT 4 1 1/4 41- U 4 1/2 X 5 PT 5 1 1/4 3 yyeb Requirements (Ft,-1rt.) CHURL) SPLICE OPTIGNS U7+cRACED BRACED C 2 41- 0 3 X 4 PT 2X4 WEBS W1 Y:2 WI W'L STD-SPF 41- 0 41- 0 41- 0 41- 0 C 0 41- 0 3 X 4 PT CON-SPF 41- 0 41- 0 41- 0 41- 0 NO2-SPF 41- 0 41- OF 41- 0 41- 0 PLATES MARKED t REQUIRE; 2X 6 CHORDS U �,to N01-SPF 41- 0 41- 0 41- D 41- U GROSS PLATE RATING(PSI) FOR PT=146(SPF) Z CO N NO2-SPF 2X6 WEBS > C)47- 0 41- 0 41- 0 41- 0 NO1LLJ Go -SPF 41- 0 41•- C 4l- 0 41- 0 � (D +' co 4 Force Information L=Span (Ft.) I*CHURD F'OkCES"' r•Ed TURCi;S 1;GtiG5 r' O ""' C 1= ,64.3E P' 1= -13.4L J 1= 11.31, (DE (D C 2= ,56.4E K 2= 21.5L J 2= 15.1L FAILOO H I.Up1ER. u1C. 0�'UL�' C 6c 39.OL J 3c 14.4E �r � O N C 7= 57.6L REACT= -40.OL J 7= 6.6E F� i � _J co � DESIGNED I.N ACCORDANCE KITH TPI-78 AND NDS-77 Tan^Asm LLl11 HOTN1: 1.Cut pJI fT!n+bfn tc bear. .. _, ...... .. .... I.C"W all Plaraa on both tides of joint tC OF CO unlit X or Y locations are specified. ? TRUSS IS LTC"E OM .rtr✓��s��H 3.The Iruttt Atbr ator n resoonsfble to F STM iTRIC/IL SJ2 Provide Waning for is as required. P2.L= ABOUT 4 is T� <, X See Usage Guide. �'01%144,'t �t 4•See Table 3 for web lateral bracing NO� requirements. X Fevsram fie; RO7E`.SIOtK L�"t.:. '{,1l Of P 1`�$ -S :fi 5��uM�.�� mot•' 4< utro+ C J7 X Gq Ir�ii% vi ys ^4 � t0� 12 w../ �fio� ,lG•�/f , r t..u:tart SLOPE .tdtiar �atof 411 �W.u�J' �''fiJ 4y .,rw.• 10 4.pW 2.4 IEAKIRG X rW„, •r•'• IN TABLE 2� F3 P7-L 7S.g 4 IP6. TYPE 700 SPAN= L TPI CODE 21- 0" O.C. Design valid mIy Ifr use Will H Oro-Air comeatxs.This utus is oesrpnea as in na votai buiatnp cgmoanent 6/12 SLOPE PT P L A I t:S It Is la be kG11110afed InXa a builOkV design of the=11tCatpn of the aesgnett at saa bunlgtng bracing soecdtea is fa laical sttpgon of wrodual truss members Dine.Atiorlwal bacnp of Ute overall stttrcttte anal tall SPRUCE PINE FIR-VG fi M S k letw a pa tad for puaance see Bang"M Trusses'.Fat soecdc cuss bactop reputerrnems coma. t/s/nR p.wIR, building desgne:For mtormalan repant ig taWtcalttn.0uafny control.sttrape.Oeirvery,election and oracing C 11'� trusses.consull Inc WARTY Comrof Mat ling the Recommanood coos of Sutmard Pra.='. FX911V fEItIfJG,/NC. 2 0/10/0/1 0= 40 PSF @ 1.15 •Aratlade tram rids Plate Inslbtne 7411 htggs Ron.Hyattsville.Maimc.20785. BOX 7359.ST.LOUIS.MO.631T7. -.---�. r - - - - - ------- - - - --- - - - ---- ----- -- - - rL - i I 4-9 _ .. I .......... . ........... . . , - -... - 0 l - __...._. __._. I• d -- I I. 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NX Ism SEGT1O1�1_S_ XCI � Z- D" — _ • I— — — - - - --- - - - � N I � I I 1 I� I --- 1 Iv --its. VIC I L , 1 1 - I c I I 1 tZ>9Ir--SLOPES I 1 —�'. �''.4 .5'.+ ��'-4 S' g•_q 4 I -- —t its Sc.�P�cS I I• ! I Y Kin 'StKsTbc_ 0' 71;' 77- -4 ,w 7wm-�,, WP7 m T4,� V" A's'j" -4 A�- -4L 4 4. x,! w q o, "AREA.; 'PLAN YS TEM ' 40 PROFILE �SCALE I f�INTSH GRADE ro SCA AY �7 APPUCATX0Af AV.; P - 9142 �,N 19M go r, SLEN E. HA RRIA A 9 Ta V TOMN OF,BARNSTABLE -E 1-, �FINTSH,GRADE : 'FINTS141 GRA E 4--o 7 -OVE R TRENCHES TEST hmE I TEST HOLLI 2 0 VER TANK: 0. 'TOP FND 01A 6. 6. Al.:1 -B �'SAAVY LOAN SAAVY 40A OR'' '71-150 I 0y#9 518 10YR 518 Ot. CA T IRON 7EES 0 20 -BSM'T FLR SAM SANO 2.5Y 614 1500 SAL.- EGUALIZERS' Apedium sand A -e DIS T.'BOX coarse send with SAS cobbles 6 stones "",-7,�, %W.V go.- 7*0 D ON A 6 G with cobbles cmcwm ",,LSAFFL BE rNsrALLE 04 . 30, C2. LEVEL 'STABLE,BASE 5� �SAAV see. 2.5Y 714 fRENCH 'SAAV SEPTrC TAW ApedJ uAt fine 2.5Y 614 ENGTH` clean sand clean Awdium sand TO BE ZNSTALLED,ON 'A i2o .................... '38. LEVEL SrABLE,"BASE C3. 5*mrAt.,AErqHr NO M, DO 'NO T RUN HEA V Y EQUrPMEN T 0 VER 'S YS TEM ABOW'OBSSRVED � SAAV 2.5Y"516 GQOU1VD'*A 7EQ coarse sand with A00TF-- cobbles S stones PERO'D At 36' 402' gravel LESS MAN 2 IXN 90 LEACHING INFIL TPA TOR SECTION -4 *C4 SAIC T NOT,: TO SCALE -' SOIL A ND PERCOL A,TION 'DA A 2.SY 714 clean Awdium to 5i FOP FINISH GRA DE AAK MA TXO0V AV. �P- fine sand SEE S YS TEM PROFILE 120, MIN.2 WASHED STONE WrAlll NO AWLMIVA TER ENCOLWrERED PERC.,RA TE MIN, r K, KeA( B Y 49r, 2 a0R0 FEIMIRA 7A kIrTNESSED BY ��SLSV E.�.HARWAGFTOov SOIL . EVA LUA TIONS 11A Y 7. tM po- D4 rE A TES ,"t, 4"DIA PIPE r AYT 'ELEV'�-, is i N�TURA L SOIL so EFFEC TI VE DEP7�H IL g 'N so. aAsw av V.-So 10."t -1� 112 314 WASHED S TONE' so 0 1. ZLEVA 77ONS 2. TOW MA'rER W,Sr7`E EFFEC TI VE WID TH, 4 LOT 63 ZONE V IDEWALL, EXCA VA TED 5 j 4 -0 NUMBER OF TRENCHES 7 t 9"E 0)& INFIL TRA TORS, 4. , S 26*24 NUMSER z PAWMW LEAVMrAW DESIGN':DA TA rj4-XLm47Vm #IXTH S G 4j A 97OW ALL N0,0FLBEDqO0X" 7f .171 F SIDENA L L L AREA 74 GA L'SISF 125 L S "FLOW 10'101hF.Im AF VVEP DrSPOSAL 'AV TOM AREA GAL SISF� 256 GALS. "GAL 74 z S F. BOT 346 Es r.';rO TA L DA rL Y EFFL UENT L ISFL 346,IE PTJC�' TAW wo GALL�'-,: ALS SE G F _4j 5-47 S. F. WAL AREA GALSL 0402 L S V n z NEI?A N E L _0 S L T TAW c T..r T;1 NO TE.s J. YS IZ CbA001vtN Ts SHA L L 'BE: 11VS TA L LEO``iN, Q, ALL 5 rtm' -ft Q1., NJ 5L� OFL THE S TA TE: SA NrL TA L, Ry C JODE A CCORDA NCE PITH. 7ITLE EXCA VA TF TO EL EV OR L OWER A S,1 Reoumw. P�L I dock LL -A DA TED, MARCH 1995 A ND ANY "LOCAL',, RULES,,A'' TO REMOVE AL LOAN A Ni7 CLA Y CON T4 MING 59 ANGE, IN ;rHIS THE LEAcHrw AREA.. 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