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Miscellaneous - 259 CAMPBELL ROAD 4/30/2018 (2)
Location ��� ��p�}� j� 9 J No. r Date ,&ORTol TOWN OF NORTH ANDOVER L Certificate of Occupancy $ O�_ •x,.1.0 1 CMusE<<' Building/Frame Permit Fee $ L -5 r Foundation Permit Fee $ Other Permit Fee $ TOTAL $' Check # co-- c r 154'U4 �y( r -ac" / Building Inspector a Z M 90 O r M r r 11111111z ^ �i TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR, RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: DATE ISSUED: �Y SIGNATURE: / Lxu� Building Contrnissioifer/12gWor of Buildings Date SECTION 1- SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: /0 Map Number Parcel Number 1.3 Zoning Information: Zoning Diad Proposed Use 1.4 Property Dimensions: Lot Area (so Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided R 'red Provided 1.7 Water Supply M.G.LC,40. 54) Public 0 Private ❑ 1.5. Flood Zone Information: Zone Outside Flood Zone 0 1.8 Sewerage Disposal System: Municipal 0 On Site Disposal System ❑ SECTION 2 - PROPERTY OWNERSIiIP/AUTHORIZED AGENT 2.1 Owner of Record Aame(rint) Address for Service Signatu e � Telephone 0 2.2 Orwner of Record: Name Print Address for Service: Signature Telephone SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Licensed Cons ction Supervisor: Address Signature Telephone Not Applicable ❑ License Number Expiration Date 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number Address Expiration Date Signature Telephone a Z M 90 O r M r r 11111111z ^ �i Q-2 SECTION 4 - WORKERS COMPENSATION (1VLG.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes .......❑ No ....... ❑ SECTION 5 Description of Proposed Work check all applicable) New Construction 0 Existing Building 0 Repair(s) ❑ Alterations(s) 0 Addition ❑ Accessory Bldg. 0 Demolition 0 Other ❑ Specify Brief Description of Proposed Work: 13 4 -i -C -M E107 (1J� SECTION 6 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollar) to be Completed by permit applicant OfFICIAL USE ONLY 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Phunbing Building Permit fee (a) X (b) _ C/ 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 DD O U Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner/Authorized Agent of subject property Hereby authorize to act on My behqlWail all m_atrs r tive t ork authorized by this building permit application./z3l �� Si nattue of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION 1, as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true dnd accurate, to the best of my knowledge and belief Print Name r Signature of Owner/Agent Date a NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS 1 ST 2ND 3 RD SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHRvMY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE E FORM U -LOT REL ASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. ****************************APPLICANT FILLS OUT THIS SECTION APPLICANT rC ` PHON0 %00 0 y - S6 /3 LOCATION: Assessor's Map Number 06 PARCEL d,5 SUBDIVISION /� � LOT (S) STREET�i��I ( fJ1M�i✓r;C /`d� ST. NUMBERS USE R CONSERVA COMMENTS TIONS OF TOWN AGENTS: I vn DATE APPROVI5D DATE REJECTED TOWN PLANNER DATE APPROVED DATE REJECTED f FOOD INSPECTOR -HEALTH SEPTIC INSPECTOR -HEALTH COMM DATE APPROVED DATE REJECTED - Z_ V,/ C9 I? EJECTED DATE APPROVED DATE REJECTED PUBLIC WORKS - SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR Revised 9\97 jm LyiC9I TE D. Robert Nicetta Building Commissioner (978) 688-9545 -..1(978) 688-9542 Fax Please print _�3 / 0 DATE .I / 0 JOB LOCATION 92S Number "HOMEOWNER Name Town of North Andover Building Department 27 Charles Street North Andover, MA. 01.845 HOMEOWNER LICENSE EXEMPTION M G� eG,q- � Street Address �1711�_).6ef--36 i3 Home Phone 'oe / lot '7d= 7� � - 7 2� Work Phone PRESENT MAILING ADDRESS C�?S City Town State Zip Code The current exemption for "homeowners" was extended to include owner -occupied dwellings of two units or less and to allow such homeowners to engage an individual for hire who does . not possess a license, provided that the owner acts as supervisor. (State Building Code Section 108.3.5.1) .DEFINITION OF HOMEWOWNER. Person(s) who owns a parcel of land on which helshe resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures ac- cessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not beconsidered a homeowner. The undersigned "homeowner" assumes responsibility for compliance with the State Building Code and other Applicable codes, by-laws, rules and regulations, The undersigned "homeowner" certifies that he/she understands the Town of No. Andover Building Department minimum inspection procedures and requirements and that helshe will comply with said procedures and requirements. A HOMEOWNER'S SIGNATURE 9 APPROVAL OF BUILDING OFFICIAL C/) m m CD 0 m v y .0 C � d � O Z y CD 06 �. � O C. = y O c v CD CD o Q M CD cc CDD G CD CA CD =0 CO) O ' COD C) H O CD CD Z o CD C CD to W p C O O Z o. 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G ,+rL o �Oroy rA x Location No. Date MART" TOWN OF NORTH ANDOVER pt��ao ,a�1,0 p Certificate of Occupancy $ - t Building/Frame Permit Fee $ ,SSACH Foundation Permit Fee $ Other Permit Fee $ Sewer Connection Fee $ vefor Connection Fee $ TOTAL $ - r- C� a� Building Inspector Div. Public Works PER -811T Ni . 45�W_ APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. ,+/PAGE 1 MAP KVO. LOT NO./ 2 RECORD OF OWNERSHIP iDATE BOOK iPAGE ZONE SUB DIV. LOT NO. a/6p> I Zc; LOCATION _ 1 ^ n i 1 iia F1 SCG,e0 PURPOSE OF BUILDING / ,T OWNER'S NAME r /�A� u/7d `l�IA"'I'I /�— NO. OF STORIES SIZE Al 17 OWNER'S ADDRESS(^/`�1` �JHC� ��in BASEMENT OR SLAB ARCHITECT'S NAME LJfrr/4116HCA` : SIZE OF FLOOR TIMBERS 1ST.2x,,) 2ND 3RD BUILDER'S NAME / /14,�PEnc /1/ Se' / �T /`/ SPAN /�3 � It DISTANCE TO NEAREST BUILDING / /��� :t� y� --- DIMENSIONS OF SILLS DISTANCE FROM STREET .� O'Z7 I -_ --_ POSTS DISTANCE FROM LOT LINES - SIDES ,G! 60 REAR w�J % " GIRDERS 32? AREA OF LOT ,Jy -*er FRONTAGE6� HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW - SIZE OF FOOTING 2 /I X IS BUILDING ADDITION AJ?V ITIeAt MATERIAL OF CHIMNEY IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE C !7 IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS :. SEE BOTH SIDES A %3v� b-,S7-sq� 4jepftL[ 5/6Ngr771, PAGE 1 FILL OUT SECTIONS 1 - 3 �iC�l `- �-t'� ' SL 'l T? PAGE 2 FILL OUT SECTIONS 1 - 12 ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR 1 DATE FILED I* SIGNATURE OF OWNER OR AUTHORIZED A E T OWNER TEL. # F E E / 3d �- CONTR. TEL. # --05'2& CONTR. LIC. PERMIT GRANTED JUNQ�lQa� 536k. 3 PROPERTY INFORMATION LAND COST EST. BLDG. COST CZ B EST. BLDG. COST PER SQ. FT. EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. 4 APPROVED BY BOARD OF HEALTH PLANNING BOARD BOARD OF SELECTMEN BUILDING INSPECTOR BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY STORIES MULTI. FAMILY OFFICES APARTMENTS _ CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE B 1 2 13 CONCRETE BL'K. _ PINE BRICK OR STONE HARDW"D PIERS PLASTER DRY WALL _ UNFIN. 3 BASEMENT 11 AREA FULL FIN. B'M'TAREA _ Ih 1/7 1/1 FIN. ATTIC AREA _ N_O B -M'T v FIRE PLACES MODERN KITCHEN _ HEAD ROOM 4 WALLS I 9 FLOORS CLAPBOARDS B _ 1 2 �_ 3 _ _ DROP SIDING WOOD SHINGLES CONCRETE EARTH ASPHALT SIDING ASBESTOS SIDING VERT. SIDING _ HARDNr✓'D COMIACN ASPH. TILE STUCCO ON MASONRY STUCCO ON FRAME _ BRICK ON MASONRY BRICK ON FRAME CONC. OR CINDER BLK. ATTIC STRS. & FLOOR _ WIRING STONE ON MASONRY STONE ON FRAME SUPERIOR I- I POOR ADEQUATE NONE 5 R9,OF 10 PLUMBING GABLE V GAMBRELMANSARD FLAT HIP BATH 13BATH 13 FIX) TOILET RM. 12 FIX.) SHED WATER CLOSET _ _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING _ TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING 11 HEATING WOOD JOIST V PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. & COLS. STEAM STEEL BMS. & COLS. HOT W'T'R OR VAPOR WOOD RAFTERS AIR CONDITIONING _ RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ 10 13rd ELECTRIC NO -HEATING THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES, GA- RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. V ios ° a 30 f fu n C a i go ou a .0 tD 3, H H O :,"(D n b •+ Mf w � � S -i _ � dap: o A cn ao z la a c s A m _ O f CL W 3 '"' •� CL C •� A d • A j/ '�� aa w !� C A O o A •�w m o O z A to `- m CLz y w � � _ Ip .w+ • .meq m z -C .3 no DNA w ba roo _z Z G) 0 SFO m O n C � m z �+ � T T 1T1 T m z -C .3 no DNA w ba roo _z Z G) 0 SFO m t - S ° �N m o N pop M ° N =y 0, v � c } o O m0 ` Z Ac � D 00 ySO m C T CW (A m m ° a o m m ?wj til Z p A to C) m N to x O �000 x 01) m°c N O 00 = y Z; Wr • ..� ; i °m,V _.ii _Oz s ✓ O i I '_z, -oz ( 3Nn •JNoiv moi _ yo Z�+f O OVY O, T r O - Wo m-t- .� o o ,a W n y O 4a22 ♦ m,-. A m m <afll �p � ti O °. rn P 1O m tJf rf o 1e T Cm Tm y "oz 4w 3 r Ff 1 CA N _. C„ mm D b ;am O D<,n ' o 70 r a;�:' m N °Z O N Nn a ° 10 z t� i m y o OD A Z'.. 4! O d r 3s.o z� : .O �• "' 'yin •;� .a. -Z s `x0 r r D m m ~ z 0 z D_p 1 W �m M Z N M C O m tlw H r 00 Iwo N m M z 1 O N Om 3) 0. 3) m O x O M O m Z j M n i O M m FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable local or state law, regulations or requirements. ****************Applicant fills out this section***************** APPLICANT : Rd ly k " /¢}NL L12- RoL / M t1 t0 ,/'Phone LOCATION: Assessor's Map Number Parcel Subdivision Lot(s) / Srtrt eet j14 . -,1& �4 � --St. Number —c2,,3 ************************Official Use Only************************ RECOMMENDATIONS OF TOWN AGENTS: zCSP Date Approved Conservation Administrator Date Rejected Comments Date Approved Town Planner Date Rejected Comments V/,/, Health Agent Comments Public Works - sewer/water connections - driveway permit Fire Department Date Approved la Date Rejected rT �r l IC i Received by Building Inspector JUN '2 199? Date >P JUN 26 '92 13:13 TJM NEW ENGLAND ZHI TM TRUS JOIST MACMILLAN A Limited Partnership June 26,1992 Moynihan Lumber 164 Chestnut St. North Reading, MA 01864 Attn: Bert Alien Subject: Ridge Beam for Larry Larsen Dear Bert; P.1 Attached please find one calculation for a MICRO -LAN O LVL ridge beam which you described to me over the phone. This calculation can be identified by the date and time it was run, 6/26/92, 12:42:12, in the upper left hand corner of the printout. The professional engineer's seal on this letter is to ,indicate that the analysis presented conforms to accepted engineering practice and uses code accepted product design values. I have not reviewed the project plans to verify that the input information is correct. All notes and design information should be reviewed with the Building Designer, building plans, and/or the local code official ensuring the loads, spans, deflections, and other conditions are correct and/or acceptable for the specific application. Building inspectors and/or owners should identify either the Silent FloorO System, MICRO-LAMO LVL or ParallamO BSL markings on Trus Joist MacMillan products to confirm that these calculations are valid for the products actually used. Please feel free to contact me if there are any questions regarding this analysis. Very truly yours, Paul W. Swanson, P.E. New England Regional Engineer cc: Steve Brown Larry Larsen P.S. Note that product verification for this simple span beam condition can also be done w/ NER-119 (Attached) New England Regional Office 548 Donald Street, lis Bedford, New Hampshire 03110 Phone! (603)647-9296 t^ P.Z - Tl1'JS JOIST MacMILLAN Rage t of I Project Nama; LARRY LARSEr4 ADDITION'E-Aln n -- • Page Titie: RINE REAM . •------ TJSizingTn 3.30 _ __ BUildiag code BDCA--------- TYR° of Bala Dlr Hoof Nnon load) ----------- 114 735001 ------ -- Stress Lavel........... Live Loadlpsfl....., 115% Live Total Defl, I Iieaber use...,.,,,,,,, Dead LoaVp sfl......... 40 0 ;y.G Defl, Span I L/240 L1180 bEAi '1?ebar Slopeiin/f t1„ 0EAh Partition :,Gad{psf1,,,, Deflection ;;,;j Roof Slopelin/ftl,,,, SIuEd critari',, vR Moor....... N °eFeiitive Nezber use „ SPECIAL LG{!D$: Live • ReinforcedOverl;angs,,,,, h 1 f1NlFlplfi uad '#roes DAad Ld3d Width 9a� 1151 135 „ start; ng Point to End Add/Reel 2 Pcs of 1.75t' - 0.011 r;s 0.00° fram Lt kepi -' � MTC�'Q=L <,t, --- ---- SP LVL 2.0E @ 12,011 a/C ----------------:- IMP3kTAVT1 Tne anal 5i Presented product values staa:: are s5 ac[nidancz Seth cur a tatp4t from software develr, r low_ ___________________ Trus Joist Ii Oillan Enginearin n Trus "Dist MaCNIjan Qate eaisiandLScodeSac eptedldesir ,. g has verified the anal sis. T Allhe3h1e others and mast be ve�:f;ed 3:� aApr,yed fa; the specific aAplieaziar?� the and 9i;ensicns have been an Val provided by. Design assuees adeauat; C 4,. f 5tgn p?Gf�55iarta3.for the prrjert, un4.nuaas supplrt of the joist co wession flange, Ma ;ima� S,hAertlh? Design 9116wable Control 3iw5 3044 MOdentlft-lb) 12409 12409 90, ?98X LEFT and S"pan I under IISX stre5� Live Def i.iirl 2309. l86% MID Span l under i -if TUAL Load Total Defi „int .3ti3 4,700 L1440 1ilD c t l.ro straws TOTAL Lead 0.483 n pan . Leder Lire Load criteria -- J - 4s3 L1348 MID Spar. i under Total Load criteria Spar) 1' Max, Reaction T�taliibi 2545 0 LI've,lbl 21526 35415 Min. 8rg. Lengtht7nl 2520 Max. Unbraced Langur;,,,) 1 15 2 15 1471-5 ..� cop/right 1992 by Tris Joist tSac,4il13n, a 1tiCkt7-LAl�R> is a registera„ trademark of YrasljoistrMpc14t1Iant�jp' Seise I 7JSi�in T►, � ► Idaho. 9 is a trade,lark of Trus Joist ttacMllian. Aepbrt W JI�i 26' 92 13.16 TJM NEW E11 LAND FP. fay of ti�4 O NOTI»Si V i. To size a beam for use in a floor it is necessary to check both live load and total load. Make sure the selected beam will work in both columns. 2. Live toad column is based on deflection of L/360. Check local code for other deflection criteria. 3. Total load column limits deflection to U240. 4. For deflection limits of L1240 and L/480 multiply loads shown in live load column by 1,5 and 0.75 respectively. The resulting tive load shall not exceed the total load noted. 5. When no rive load is shown, total load controls. • This table L- based on uniform loads and the most restrictive of simple or continuous span, Shaded areas represent load conditions controlled by a continuous span condition, • Table is for one beam. When properly fastened together, double the values for two beams, triple for three, etc. • MICRO=LAM' LVL beams are made without camber and wilt deltect under toad. + Assumes continuous laterat support of the compression edge of the beam, • Lateral support required at bearing points. • Bearing area to be calculated for specific application; see page 28. • i6"- and 19" -deep beams are to be used In multiple 114" -thick member units only. + To convert pst to pit, see conversion table on m" page 20. TABLE 6:1 3/4" 2.0E SP MICRO= LAM' LVL ALLOWABLE LOAD (FLOOR-PLF) " A �q5-p%ur 11*1/& : 2,K 7 3 + TABLE 7: SIDE LOADED CONNECTION TABLE (see page 28) TABLE 8:13/4" 2.0E SP MICRO=LAM' LVL ALLOWABLE LOAD (ROOF-PLF) Total load column limits deflection to U1 So. For stiffer criteria, check L/240 column. One•1314" x Sth" One•1814" x 7V4" Ono-1tA" x 3�h 1 P4"x111A" 0 1°14" x IA" Ort ITW x 16" OM13/4" x 18" SPAN LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE OTAL LIVE TOTAL LIVE TOTAL LIVE TOTAL SPAN (Ft.) LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD (Ft.) Non - Snow Snow TOTALLOAD Snow 115W0 125% U240 115% 125% 0240 115% 125% L/240 115% 4 6 305 458 660 6 21.2B;r 42311'! 3006'. a 611 611 1458 8. Snow Snow 8 134 201 296 444' 267 267 201 575 591 444 (Ft.) 125% U240 115% 125% 10 139 139 104 $12 312 234 10 70 104 156 234 33 X97 12— 61 81 61 183 183 138 402 402 $01 841 12 41 61 . 92 138 201 301 370 193 471 861 131 334 16 35 35 26 79 79 59 14 26 39 58 88 129 193 245 367 390 X57 666 714 781 90 90 16 17 28 39 59 87 131 167 250 288 401 390 547 542 881 18 26 42 62 93 119 178 191 286 280 420 390 538 20 20 30 45 58 87 131 141 211 207 311 290 436 22 34 51 6e 99 107 160 157 238 221 331 2426 420 40 51 77 83 124 122 163 172 2$6 26 501 545 435 40 60 6$ 98 97 145 136 206 28 331 22 32 49 53 79 78 117 110 165 30 24 81 26 40 43 64 64 95 90 135 A �q5-p%ur 11*1/& : 2,K 7 3 + TABLE 7: SIDE LOADED CONNECTION TABLE (see page 28) TABLE 8:13/4" 2.0E SP MICRO=LAM' LVL ALLOWABLE LOAD (ROOF-PLF) Total load column limits deflection to U1 So. For stiffer criteria, check L/240 column. 31411X 11710" One -PA" x 511x" One -1314" x 7114" Ona 1111"" x 9/h" one One -1214'x TOTAL LOAD DEFL OTA LOAD DEFL OTAL LOAD DEFL TOTAL SPAN (Ft.) Non- Snow Snow Non- Snow Snow Non - Snow Snow TOTALLOAD Snow 115W0 125% U240 115% 125% 0240 115% 125% L/240 115% 4 130301 ' t 46 r 1569 21.2B;r 42311'! 3006'. a 611 611 1458 8. Snow Snow 8 267 267 201 575 591 444 (Ft.) 125% U240 115% 125% 10 139 139 104 $12 312 234 6091--6-6 507 i.,. 12— 61 81 61 183 183 138 402 402 $01 841 14 52 62 39 117 117 BB 257 257' 193 471 174 1741 131 334 16 35 35 26 79 79 59 18 56 56 42 123 123 T 93 237 20 41 41 30 90 90 68 174 68 68 51 132 22 24 1 10 53 53 40 102 42 42 31 81 26 12 496 36 65 586 822 89$ 849 53 P328 0 31411X 11710" One•ta14" x 14" One -111/4" x 16" One -1214'x 18" LOAD DEFL TOTALLOAD DEFL TOTALLOAD DEFL TOTALLOAD DEFL Non- Non• Non• Non• SPAN Snow snow Snow Snow Snow Snow Snaw (Ft.) 125% U240 115% 125% U240 116% 125°h U240 115°!0 12S% U240 ;828$3 ;!14`t5� ,•. 64 fi244t =.fi700 `68 4 I20`l2f : 5 .2A 3881..: k e 5 10 697 569 12 496 36 640 696 586 822 89$ 849 14 334 250 490 533 401 629 684 1 586 783 852 813 16 237 178 382 382 286 497 540 420 619 673 586 18 174 1$1 2821 282 211 403 414 311 501 545 435 20 132 99 213 213 160 315 $15 236 414 442 331 22 10277 166 186 124 244 244 183 344 344 258 24 81 60 131 131 98 194 194 145 273 273 205 28 65 49 105 105 79 156 1$6 117 220 220 165 28 53 40 88 86 64 127 121 95 180 180 133 1 30 NOTES: • This table is based on uniform loads and the most restriclive Of Simple Or continuous span. Shaded areas represent load conditions controlled by a continuous span condition, • Table is for one beam. When properly fastened together, double the values for two beams, triple for three. When top loaded, fasten together with a minimum of two rows of 16d nails at 12" o.c. Use three rows of 16d nails at 12" o.a. fo* 14; 16; and 18" (seams. • MICRO=LAMm LVL beams are made without camber; therefore, in addition to complying with the deflection limits of the applicable building Code. other deflection considerations shall be evaluated, such as ponding (positive drainage is essential) and aesthetics. • Roof members shall either be sloped for drainage or designed to account for load and delteotion as specified in the applicable building code. + Assumes continuous lateral suppon of the compression edge of the beam, • Lateral support required at bearing paints. • Searing area to be calculated for specific application; see page 28. • 16". and 18" -deep beams are to be used in multiple 1314"•thick member units only. • To convert pst to pif, secs conversion table on page 20. JUN 26 '92 13:16 TJM NEW ENGLAND P.4 rt • Page 2 of 2 Report No., NER-119 loads are beyond the scope of the residential products installation. . quirements given in the residential products installation guide. guide. 5. Joists are not permanently exposed to the weather.,,�"'� 4. No cutting of flanges is permitted. Holes in webs conform to the re - TABLE NO. I -COMPOSITION OF VARIOUS RESIDENTIAL TJI JOIST'S • JOIST $F.ftlEs WEB TNIGSNE$ft (I JOIS7 DEPTN ,. (Inches) Plywood Web Performance Plus'" Web FLANOE SRE (Inctles) nches) PsAcrrurtce Ptywood PIp1TU Web 91/2 - TH/13DF TJUI5SP 1,50 x 1.50 I1 /a - T11/15DF TJVI5SP 1.50 x 1.50 la /a 9112 TJUZ5 TJI/25DF TJ1/ZSSP 1.50 x 1.75 MAXIMUM SKEAR 100 PERCENT TJl/25 I i /p Tilm TJMDF TJI/25SP 1,50 x 1,75 1,733 2,210 14 TIL/25 TJI/2SDF TJI/25SP 1.50 x 1.75 /8 /8 16 , TJV25 -t'JMDF TJJ/25sP 1.50 x 1.75 /a /a 117/g TJI/35 TJI/35DF TJI/35SP 1.50 x 2-30 /a 318 14 '11/35 TJ05DF TJI/35SP 1.50 x 230 /8 18 16 TJI/35 T.11/351)F TJ1135SP 1.50 x 2.30 990 2,415 11 JA T11/55E T11/550F TJI/55SP 1.50 x 3.50 1 132 116 14 T3155E T31(35DF TJ1/55SP 1.50 x 3,50 ' /;Iz '/16 16 TJI/55E Tll/55DF TI1/55SP I 1.50 x 3,50 =/j2 116 TABLE NO.11-TJIS JOIST DESIGN PROPERTIE81 !when the voncer iayup pattem results in flange thicknesses 0 her than 11/2 inches nominal, the adjustment of section properties for moment resistance and of is• permitted 2shcar values taken from NE.R-200. (� 'Flange grades are unique, for each type of T11 and are in accordance with the quality control manual. END EAC ION REACTION (tbe,) MAXIMUM INTERIOR REACTON MOMENT (FL-Lbe.) 100 Percent No Web$lnfaw With Web • . • . Stiffener ' ' t00% SERIES' DEPTH (inches) WEIGHT (plf) V x 1& (101,1311.) MAXIMUM SKEAR 100 PERCENT TJl/25 912 1.9 170 805 805 1,733 2,210 2.940 111/8 2.0 285 990 875 1,733 1210 `' 3,935 14 2.2 424 1,160 1,000 1.733 2,210 4.820 - 16 2.4 578 1,315 1.000 1,733 2,210 5,660 TA/35 11 /a 2.6 374 990 990 2,415 2.915 5.255 14 2.8 $50 1,160 1,100 2,415 2.915 6,450 16 3.0 745 1,315 1,Io0 2,415 2,915 7,570 TJ!/55E : 117/a 3.7 583 1,560 1,200 3.000 3,000 8.080 14 3.9 855 1.no 1.200. 3.000 3,000 : ; 9.905 16 4,1 1,160 1,970 1,200 3,000 • 3.000 11,645 TJ1/15DF ,.: 9% 1.9 161 1.120 940 1,900.. 1,9001 ; 2,800 1% 2,2 280 1,420 940 1,900 '" 11900•.: ' 31715 T11/25DF • , 91/2 • . 2.1 .186 1.120 990 2,100 2.310 • ° : 3.290 111/8 2.4 322 1,420 9% 2,100 2.310 • a" „ >> 4.375 14 .. , , Z.6 480 1,710 990 2,100 2,310 ,. 5,350. . 16 2.9 663 1.970 990 2,100 • 2,310 6.270 TJI/35DF 117/8 2.8 414 1.420 °: 1,050 2,430. 2.640 :.. •5.820 )4 3.0 613 1.710 1.050 2.430... .2. 2,640 ;:,; . 7.120 . 16 '•3-3 841 1.970 1,050 2.43n 2.640. 8.3.50 TJI/5SDF 1 l /8 3.9 619 •1,750 1.400 3,680 3.980 8.925 14 4.2 912 1,935 1.400 3,680 3,980 10.920 '• 16 4.5 1.245 2,120 1,400 3,680 3,980 12,810 '111/15sP 91/, : 2.1 .164 1.120 940 2,090 2.090 2.860 I I i 1 9 2.4 286 1,420 940 2.090• 2,090 3.8110 ' TJ I/'•SSP 91/1 23 190 1.120 990 2,100 2.310. 3,370 111/8 2.6 329 1,420 990 21100 2,310 .. 4.480 14 2.8 490 1,710 990 2,100 2,310 5.480 16 3.1 677, 1,970 040 2.100. 2.310 6.425 TJU35SP11 /s ..3.1 423 1.420 1.050 2.340 2.640 .. 5.960 14 3.3 626 1.7to 1.050 1340 3.640 • 7300 16. 3.6 859 1.970 1,050 2,340 2.640 8.560 TJI/55SP , 117/g 4.4 .633 1.750 1.400 3.680 3.980 9.140. 14 4.7 932 1.935 1,400. 3.680 3.980 11,195 16 5.0 1,273 2.120 1,400 3.680 3.980 13.135 !when the voncer iayup pattem results in flange thicknesses 0 her than 11/2 inches nominal, the adjustment of section properties for moment resistance and of is• permitted 2shcar values taken from NE.R-200. (� 'Flange grades are unique, for each type of T11 and are in accordance with the quality control manual. ' JUN 2E '92 13:14 TJM HEWS � - �� p.3 ouncil of Aimnerican U1 f 'ic�ct� S. , mn SECRETARIAT BUILDING OFFICIAL'S AND CODE INTERNATIONAL CONFERENCE SOUTHERN BUILDING CODE AOMINISTRAIORS INTERNATIONAL, INC. OF BUILDING OFFICIALS CONGRESS INTERNATIONAL, INC, 4051 West Flossmoor Road 5360 South Workman Mill Road 900 Montclair Road Country Club Hills, Illinois 60478 Whittier, California 90601 Birmingham, Alabama 35213 Report No. NIrR-119 NATIONAL EVALUATION REPORT October 1, 1991 Copyright 01991, Council of American Building Officials THIS REPORT IS SUBJECT TO THIS IN TWO YEARS RESIDENTIAL TJI JOIST, MICRO - LAM LVL HEADERS IV, IDENTIFICATION: Each joist, header and beam shall be identified by AND BEAMS AND TJI/96 GARAGE DOOR HFACER a stamp indicating the trade name, the manufacturer's name, the NER re- TAILS JOiST MACMILL H port number and the PFS Corporation Stamps (NER-OA251), 9777 WEST CHiNDEN BOULEVARD V. EVIDENCE SUBMITTED, 1, Report No. PFC-2436, Report Nq. BOISE, IDAHO 83114 7337-79, and Reports Nos. NER-200 and 126. NOTE: TJIG and MICRO = LAM@ are registered trademarks of Trus 2. Load tests by Northern Testing Laboratories, dated March 14,1977, Joist MacMillan, Boise, Idaho. and July 28,1982: ' I. SUBJECT., Residential TJI Joist, MICRO = LAM LVL Headers and 3. Structural calculations, dated October 26, 1979, and January 25, Beams and TJI/96 Garage Door Header. - 1980. 11. PROPERTY FOR WHICH EVALUATION IS SOUGHT: Structural Wood 4. Descriptive details, allowable load-bearing tables and calculations Members. submitted with cover letters, dated July 10, 1984, and September 12, Ill. DESCRIPTION: A. General: The Residential TJI Joist is a wood com- 1984, and December 21, 1984, by Joseph Pisclone, R E. ponent "I" beam as described in Table No. I. Web sections are installed 5. Installation guide, dated November, 1991. _ with their face grain vertical and are joined by a glued -butt joint to form 6. Revised constructions details, revised load span tables, new load ' 9 Y tables along with justifying data submitted in a manual with a cover letter, a continuous web. The web/flan a connection is made b inserting the compression -beveled edge of the web into a beveled groove in the wide dated April 25, 1991 prepared by Trus Joist Corporation. face of the flange. The glue used in the joints is an exterior -type conform- 7. Supporting data and analyses for requested changes to the evalua- ing to ASTM D 2559. tion report concerning shear, bearing length, holes and bending strength, MICRO =LAM LVL headers and beams are fabricated by vertically Jami- along with data on. the TJI/15, Brick Cantilever Detail and TJi/96 Garage nating 14/4 -inch -thick MICRO = LAM LVL or directly from 3112 -inch -thick Door Header, in a manual, dated February 28,1991. MiCRO = LAM lumber of the grades shown in this report in compliance w 8. Letter, dated March 12;1991; with data, prepared by Trus Joist Cor. - with National Evaluation Report No. NER-126. When more than one thick- ness of 13/4 -inch material is required, the members are fastened together Donation, concerning holes in plywood and OSB webs. with two rows of 16 -penny common nails spaced 12 inches on center. S. Manual, dated January 4,1991, containing results of bearing length, B. Design: The Residential TJI Joist shall be used in accordance with hole and bending strength tests along with test data an TJI/15. the residential products Installation guide, dated November, 1991, distrib- 10. Letter, dated May 14,1991, with data prepared by Trus Joist Gorpo- uted as part Of this evaluation report or designed in accordance with Re- ration, concerning results of bearing length tests conducted on TJ1i15DF port No. NER-200. Section properties for the Residential TJI Joist are pro- and TJI/15$P joists.* vided in Table No. il. The installation guide is identified by the evaluation 11. Revised quality control manual for TJI joists, dated March, 1991.. report number (NER-119) in the upper right corner ofthe cover sheet and VI. CONDITIONS OF USE: The National Evaluation Service Committee the code JM1191/10M/5013, in the bottom right corner of the back cover finds that the Residential TJI(b Joist and MICRO - LAMO LVL Headers If the design option is used, drawings, calculations and details must be and Beams as described in this report are acceptable alternate materials, prepared in accordance with Section IV and CONDITION OF USE No. 4 in products, and methods of construction to that specified in the 1990 BOCA Report No. NER-200. MICRO = LAM LVL Headers and Beams are de- National Building Code, with 1991 Supplement, the 1991 Standard Build - signed in accordance with Report No. NER-125 or used in accordance ing Code and the 1988 Uniform Building Code with 1990 Accumulative with the residential products installation guide reprinted herein. Supplement, subject to the following conditions: The term "clinch" used in the residential products installation guide 1. Fabrication is at Trus Joist MacMillan's Eugene. Oregon; Valdosta, means to bend the projecting ends of the nails fiat against the wood mem- Georgia: Junction City, Oregon; Natchetaches. Louisiana; or Boise, bers with a carpenter's hammer. Idaho, facilities with quality control inspections by FFS Corpora - The term "non -snow" used in the residential products installation guide tion. means that a duration of load factor of 1.25 has been applied instead of 2. Allowable loads and framing details comply with the residential 1.15 used with snow loading conditions. products installation guide distributed with this report. The spans noted in tables on pages 21-26,29,30,35-40,42,43.51-57, 3. Engineering calculation and drawings sealed by a registered pro - 59, 60 and 62 of the residential products installation guide are based on fessional engineer or architect are to be provided when required by maximum deflection as noted in footnotes to the tables, the applicable code or when the construction details and design This report is limited to the specific product and data and test reports submitted by the applicant in ite application requesting this report. No independent tests were performed by the National Evaluation Service Committee, and the committee spec{ Gly does not make any warranty, either expressed er implied, as to anyJlading or other Matter In this report or as to any product cuvered by this report. This disclaimer includes, but is not limited to, merchantabilio. This report Is also subject to the limitation listed herein. Page I of 2 SCALE 1/4^= I' PMIGTING HOUSE r!'r �� 1 Cl NAILED 1 r "OC 31 /2" LAC SCREWS 32 OC 2 ' 10 FLOOR JO I ST t5, OC 12 PR&Svff 7'26+ SPAN 13' S" 2X 10 BF—fDfiNG S d.i� gC.ccj� DOUBLE L X 10 4 12" FTG X 48" 4�S /. N.L-` 2x,8 JO(ST HANGERS R 1' - 6" FIBER GLASS -3/4.. INSULATED BOARD UNDERSIDE DOUBLE 2 X 10 SCALE 'i /'4'= 1 2X(";' JO1 ST AMERS 'i`'j' ° A' r� A,f) Al 1 {) ,ql V) JVV) ;)AA i JV) V) AAA P01);t) 4 12" FTG X 48" 4�S /. N.L-` 2x,8 JO(ST HANGERS R 1' - 6" FIBER GLASS -3/4.. INSULATED BOARD UNDERSIDE DOUBLE 2 X 10 SCALE 'i /'4'= 1 SIDI VIEW A 14' 6.0" 6'8" EXISTING HOUSE INSULA EDGLASS 5{i5 SLIDI F.� WAND DECK AREA SIDE VIEW B -d 14' 5X5 EXISTING SLIDING HOUSE 4 SNI NDC WS INSULT EU PRESSURE TREATED LATTICE GL A'3 5X5 SLIDI WIND ` 4X8 HERDER SI DI NG TO MATCH EXISTING HOUSE . " LALLY COL (2) micro ]am bearers 12' x 14' grade MICRO LAM BEAM SECTION 12"x46"ftg 2,/x Z` -v-CS `• 2;10 joist second floor 2x4 =all section et,isting house area -d foundation 2x10 foist first floor ol $!wz Z) //1 -7 "6` -CIL 9ZL& 13.0 9—! .5 -CIL 9ZL& 13.0 MORTGAGE INSPECTION BAY STATE SURVEYING SERVICE INC. 234 CABOT ST., BEVERLY, MA. LOCATION SCALE • I'=/Qa FT. DATE •_�,,_ f¢/_%���.--•-- REFERENCE _ ._/�, . L (v7�.P�: _ �� .......... g To _� �l_C I hereby certify that I have examined the premises and that the building (s) shown on this plan are located on the ground as shown and that they conformed to the zoning setbacks of the �yy�� -a (- Mvnm_ kr dkyca r—._ __ when constructed . Lo7K,4kE4 - 36. OR I 061-f2i NOTES • This is a Mortgage inspection survey and not an instrument survey, therefore this plot plan is for mortgage inspection purposes only. • This survey is based on survey marks of ' others. • Bushes, shrubs, fences and tree lines do not necessarily indicate property lines. • The building(s) are not located in the special flood hazard zone, as defined by H.U.D. s� S Al, 2X8FL( 16" OC PRESURI SPi 2X8', DOU EXISTING HOUSE 1.r 10 NAILED 16"OC 31/2" LAG SCREWS 32 CSC . 1=�lv�fi lam] DECK AREA I 1 DOUBLE 2 Y 8 4 K• a-35 N Ew. SEPr i c TANK �." P V. G; PI PE NEW 0- �©x d E-71 F- bt N V O PEONs CL O OC WN 0 m �o "n 0 m O m c m 20 O 0 0 C Z 0 in 3 CD -n. m n Ci) M 0 0 m C) a m 0 CD c M to r m C 20 CD fA to �:. ' � n. °'� . O m fA \ m z 0 A. ood 0, Ad 0 4 0