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HomeMy WebLinkAboutBuilding Permit #79-12 - 544 SHARPNERS POND ROAD 7/28/2011BUILDING PERMIT TOWN OF NORTH ANDOVER APPLICATION FOR PLAN .EXAMINATION Permit NO: f� Date Received /v F'"o ,6=•ryC TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic Well a Floodplain Wetlands ` 2 Watershed District; WaterlSewer DESCRIPTION OF WORK TO BE PREFORMED: -, OWNER: NameIdentification Please Type or Print ClMv: �3�,Phone: Address: ..S11wF %cpu /)-D IGal CONTRACTOR Name- f ` ' v� «Phoned/,a x. rJ 7 i Address; Supervisor's Construction `license.: � .� `" � '/ � Exp. Date: . . 6 ll, Home Improver aentLicense. Ext .. date ARCHITECT/ENGINEER 6)6)Al/� /' ,cl Phone: 97S-Y4,;t-q!13 Address: ,5.la/ Ok Reg. No. FEE SCHEDULE: BULDING P RMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COSTBASED ON $125.00 PER S.F. Total Project C ;;' �Qi FEE: $ 0 Check No.: Receipt No:: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund 5lgnature of 6gent/Owner r gnature of�contractor , Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales krivate (septic tank; etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS CONSERVATION Reviewed COMMENTS — HEALTH Reviewed o COMMENTS --� larhl Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: . Comments Water & Sewer Connection/Signature ,$ Date Driveway.Permit DPW Town Engineer: Signature: Located 384 Osdo� .FIRE DEPARTMENT -Temp Dumpsteron site yes': w no, 'Located,at 124 MainStreet ' - Am, Fire Departiment:signature/date ' COMMENTS �. Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine NOTES and DATA — (For department use ❑ Notified for pickup - Date x --..__ ........ ............. .... ..---- - -...---................................. ---- -- Doc.Building Permit Revised 2009 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks d Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract LiFloor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products. NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.-I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of. Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application- A Doc: Building Permit Revised 2008 Locationz���i3O.fi-fin No. _ Date '� l v�- . %ORTN TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame /Frame Permit Fee $ sACHust 9 Foundation Permit Fee $' Other Permit Fee _ $ TOTAL $ Check # 244) 6 1 , Building Inspector FIX E N G I N E E R I N G 2 Silver Ledge Road, Newbury, MA 01951 Office: 978-462-4331 • Cell: 978-973-2366 • Fax: 978-462-5528 • email: jfix@comcast.net November 16, 2011 Inspector of Buildings — Town of North Andover 1600 Osgood Street North Andover, MA 01845 Re: Residential gara eat 544 Sharpners Pond Rd., No Andover, MA Dear Building Inspector: Today, I visited the residential garage at 544 Sharpners Pond Rd. in North Andover and made observations of the new construction. I observed that the structural framing, which was substantially complete, had been constructed in general accordance with — or met the intent of — the drawings which I had stamped. If you have any questions, please feel free to contact me. Sincerely, 'A OF 4d{\ O� PH P. FIX STRUCTURAL No. 34o&1 TV- Joseph P. Fix, P.E. �s�,� .,t ��Q V4 .10 O z O � a a V4 .10 O z i3. MA N O i N C 0 cm m cm c m O cm C 'c N co L 0 Z O CD F. u .10 Z 0 U co O G3 L O Z CD 0. O y D C O cm Q 'D O .� Eca mm O O O CL O O i CMa ca c Q � c ev ev C.3 J .� FL C3 O C Z CD �..± ca c C C C CO Q. is LLI LLI 0 W W 19 W cn a a � O W w A C aha -o w U) cn a w a U cd u. o w �, C i�. w w o rx c9i w o a; —Mo � iw o W z cn Q cn i3. MA N O i N C 0 cm m cm c m O cm C 'c N co L 0 Z O CD F. u .10 Z 0 U co O G3 L O Z CD 0. O y D C O cm Q 'D O .� Eca mm O O O CL O O i CMa ca c Q � c ev ev C.3 J .� FL C3 O C Z CD �..± ca c C C C CO Q. is LLI LLI 0 W W 19 W cn O C f�..t C.a p, C A !O m C ' =:g O c CD .$ Cs N E c CO .o :cam C, $ ® c yCD t�0 o m CT 3�p m J 'O Ca 3 N R y W O aC, Y a cCIO CL c �o o V y O. t a m CL. L- 4D _ °D H ;ago COD y0+ N m s ca ,= m Z W O r C _�' 'N ; W 'dZ H' w N E O w... 'o m C.3 n Q ,coy o:fl o� � _ H.= CL i3. MA N O i N C 0 cm m cm c m O cm C 'c N co L 0 Z O CD F. u .10 Z 0 U co O G3 L O Z CD 0. O y D C O cm Q 'D O .� Eca mm O O O CL O O i CMa ca c Q � c ev ev C.3 J .� FL C3 O C Z CD �..± ca c C C C CO Q. is LLI LLI 0 W W 19 W cn Eli -a t='i s � I } j e z I 1 i i , 1 1 1 a , t 1 I � T - , t _f � i t r i ) ACORD - CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) ,, 06/17/2011 :10VCER 603.382.4600 FAX 603.382.2034 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 'Isurance Solutions Corporation ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 0 Westville Rd ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. laistow, NH 03865 ISR, CPIW, Kathleen Miller _ vaeo Jean Morin Construction 143 Hunt Rd East Hampstead, NH 03826 ]VFRAGES INSURERS AFFORDING COVERAGE IN$VRFRA: Travelers INSUMER B: United Financial Casual ty INSURER C: ------ .-- ..--- _ INSURER D: INSUMEN E: NAIC # 11770 _ I -HE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING NNY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR NAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THC TERMS, EXCLUSIONS AND CONDITIONS OF SUCH DOLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R 4,B15. TYPE OF INSURANCE POLICY NUMBER OlTCYEFFECTNE' POLICY EXPIRATION I LIMITS I INSR DATE MM/DD/YYYY DATE MM/DD/YYYY 09NORALLIASILITY X6808S77XO65 04/19/2011 04/19/2012 CACMOCCURRCNCE S 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMACE YO HINTED - PREMISES Eo occurrence) $ 300 000 CLAIMS MADE F�] OCCUR $ 51000 __ MED EXP (Any ono porson) PFRSONAL @ ADV INJURY S _ 1 000 r 000 GENERAL AGGREGATE S 2,000,000 GEN'L AGGREGATE LIMIT APPLIES rER: PRODUCTS - COMP/OP ACC S 21000,000 POLICY JEPRCT O- LOC AUTOMOBILE LIABILITY 07817187-0 02/05/2011 08/05/2011 COMBINED SINGLE LIMIT ANY AUTO (Ca aGCidCAI) S 1, 000 , 000 BODILY INJURY S ALL OWNED AUTOS X SCHEDULCDAUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-0WNED AUTOS (Par accident) PROPERTY DAMAGE _ $ (Per accident) (jAKA( I= LrA ILIT Y AUTO ONLY - EA ACCIDENT $ $ ANY AUTO OTHER THAN EA ACC S AUTO ONLY: AGG EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR U CLAIMS MADE _ AGGREGATE $ — ...—_.... ...... S $ DEDUCTIBLC RETENTION $ $ WORKERS COMPENSATION SEE BELOWWC STATU- TORY LIMITS I I ER AND.EMPLOYERS' LIABILITY YIN $ ANY PROPRIF„TOR/PARTNER/CXECUTIVC� E.L. EACH ACCIDENT OFFICEWMEMBEREXCLUDED?— (Mandatory In NH) E.L. DISEASE - EA EMPLOYEE $ If yes, describe under ._..... ...... ---------._..._ SPCCIAL PROVISIONS balow E.L. DISEASE - POLICY LIMIT $ OTHER :SCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS : 544 Sharpners Town Rd, No Andover MA 01845 he insured has purchased Workers' Compensation coverage through the MA Worker's Compensation Assigned sk Pool. We have requested the servicing carrier issue a Certificate of Insurance on your behalf. ents are not permitted to issue Certificates of Insurance for Workers' Compensation coverage on licies issued through the MA Worker's Compensation Assigned Risk Pool. ERTIFICATE HOLDER Town of No Andover ATTN: Brian Leathe 1600 Osgood Si No Andover, MA 01845 CANCELLATION SHOULD ANY OF THE ADOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 30 SMALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON YHE INSURER, ITS AGENTS OR 26 (2009/01) FAX: 978.688.9542 ` / ©19887100VACOR[ The ACORD name and logo are registered marks of ACORD T 00' d ;D I NOSVNvd TION. All rights reserved. 60:60 T103-9Z-riIIP V'J. 44 IJ104OZ463o FIX ENGINEERING 2 Silver Ledge Road Newbury, MAO 1951 978-462-4331 Email; ifix@comcast.net f- 1A tNU1Nttt<1NU PAGE M/ b5 SHM NO. '-'e OF_____�_ /_7 CALWUTED eyAe� DATE rea . BY A __ DATE SGALE Ir zv A 77 >A '—M 4 j -4— J ... ....... ...... . .. i LCL. .......... . ........ .. .. . . . . . . -- -------- . '� 10 . ..... .... ............ ........... t To ........... _4 ------ Cr j- !_J ............... ...... . ..... ..... .. ..... , ...... .... ... ...... . . .... . ........ . ny L ...... L ....... L.I.-I 4 14 :i 4 ~ .. Newbuty, MA 01951 978-462-4331 Email: #bo@comcAsLnet �CALCULAM OAU * JV A * 4JJ/13/LI011 k77:44 1�/t34bL�i 7�. rIn r-111711'4=MIITJ rm%;Ir- uY/WJ FIX ENGINEERING 2 Silver Ledge Road Newbury, MA 01951 978-462-4331 Email: Mx@comcast.net F OWZTNO.— 4t CK 6e CA�0�11� XD W eg-50 M'M 'P7�:�/ Ar am -913Y_ BY_„ ,�f7 DATE WALE : ..._-.-i.__._.......,••pw_.yL-._1......-..i.�.�._..•n.�.w..__.—.�__ �- _ _ - 4..�r L• AcVO _ ___ -__ .�'♦,^'-T_ _---�___.._• w.�.r __. ! ...__ ._.. I 74I �._ _..C..._..... ! i , .nY,. ,,_,,;� - ......t_.. _ , . �.---'--j- . ' _�-_._ r i '—'?4-y7•,�..... (.. r,/-I•I[�JGr.":_....._.....__...1_.__. _ _ ._ _.rr.. _..._d._.,•....I ,.r.._. a 1Ai' 4"1„x•^` i i ! i : i ! i i FI _ ..__.nj,♦.,.nn r.j.r. .x.._. ' _ �..�._. �._l. ��1.0 ♦♦t .j�,......._?nN. �•..}_,_...1.___.' �---3,-/-�.C�•f� `�.�. __•b.�._..p.._.,,,.r.' .ri,,,,.. _..n..;,.,r♦n... �,.r.,.._� •� j____..-!-_ I � •-♦-.•_ L I _' . i !•.---�----:.._.__{---.w...} : ! ••?�/C�i,!fi���llY ._l.__••f-•-•-�•---^•__t•__ _.._«.._._....__.. , � 1 •t.___.l-.,n,•..•,.♦i....._.J._-_�._._...+_ : _ s._ , Ai41 ._._._ fi ! ._ _.,r,N,• ._{._ _ `-ice `.. __.ro ! i -- �---- ------------ !r !-V!�........!...,---- : ____._' .....-.:.._._.. ..__..I _.-... __••_•_-'w...♦-•.._..__.i._.._�._vr....i -•__ _ __ �. er_{ +.0 i..,..^.^�__.. _- �.�'..vnT.r-..__1_ _ _ ..a 1 ( r ! , JQS -T- PJ : ! i -'//2011 09:44 19784624335 FIX ENGINEERING PAGE 05/05 FIX ENGINEERING 4/ 2 Silver Ledge Road SHEET NO. OF Newbury, MA 01951 OALCMATFDAY_ DATE 978-462-4331 Email: ifix@comcast.net DA 7 r. SCALP. ..... ........... . ........ . . A-4 ....... .... . . ...... ... ..... ......... . . ......... tL t. ....... U. .......... ... --- ---- i A ..... ...... ...... .... . -4 o"d Ale ............... .......... .. ........... ... I ......... ------------ ......... .. ...... ........ . . . ........ .......... ......... . ..... ... r A ky �,O . .. .... ...... ...... . ... . ........ ...... ... I ......... A .......... . db® H ---------- ------ FIX t l tv; �dz — I],"I T . . . . .......... ..... •......... .....................i........_. . ... ...... ...... ..... . .......... FIX ENGINEERING 2 Silver Ledge Road • Newbury, MA 01951 978-462-4331 Email: jfix@comcast.net STRUCTURAL NOTES GENERAL JOB / / 1 �/�+E✓ !/i p/ f 140_1061` / SHEET NO. ✓ / OF CALCULATED BY J DATE���/ CHECKED BY SCALE DATE 1. CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE, SEVENTH EDITION. 2. BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND ALL DIMENSIONS AND BRING ANY DISCEPANCIES, OMISSIONS, AND QUESTIONS TO THE ATTENTION OF THE ENGINEER. 3. THE CONTRACTOR IS RESPONSIBLE FOR DETAILS AND CONSTRUCTION PERTAINING TO UTILITIES, INSULATION, VENTING, ROOFING, FLASHING, SHEATHING, ETC. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SAFETY. FOUNDATIONS 1. BOTTOM OF FOOTING ELEVATIONS SHOWN ON DRAWINGS REPRESENT MINIMUM DEPTH OF FOOTING. CONTRACTOR SHALL CONFIRM THAT FOOTINGS AND SLABS ARE PLACED ON UNDISTURBED MATERIAL WITHOUT ORGANICS OR COMPACTED STRUCTURAL FILL WITH A MINIMUM ALLOWABLE BEARING CAPACITY OF 3000 POUNDS PER SQUARE FOOT. 2. BOTTOM OF EXTERIOR FOOTINGS SHALL BE SET AT LEAST 4 FEET BELOW FINAL GRADE. 3. IF STRUCTURAL FILL IS NEEDED, PLACE GRANULAR STRUCTURAL FILL IN 8 -INCH LIFTS AND COMPACT TO 95% DENSITY AS DETERMINED BY MODIFIED PROCTOR TEST -ASTM D1557. CONTRACTOR IS RESPONSIBLE FOR RETAINING A TESTING AGENCY/ GEOTECHNICAL ENGINEER. 4. CONTRACTOR SHALL INFORM THE ENGINEER OF ANY UNUSUAL OR DOUBTFUL SOIL CONDITIONS. CONCRETE 1. CONCRETE FOR FOUNDATION WALLS SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3000 PSI AND BE AIR -ENTRAINED; CONCRETE FOR SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4000 PSI. 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE'S (ACI) "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318), "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301) AND "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING" (ACI 306). 3. NO CONCRETE SHALL BE PLACED ON FROZEN SUBGRADE. 4. ANCHOR BOLTS SHALL BE 1/2 INCH DIAMETER, 12 INCHES LONG, SPACED AT 6 FT. MAXIMUM AND 12 INCHES MAXIMUM FROM CORNERS AND ENDS. 5. VERIFY ALL PLUMBING, MECHANICAL, AND ELECTRICAL REQUIREMENTS BEFORE POURING CONCRETE. 6. PROVISIONS MUST BE MADE TO ENSURE THAT THE WELDED WIRE FABRIC IN THE SLAB IS INSTALLED AT MID -DEPTH OF THE SLAB. N .,AM - y C mQP 7. PROVIDE CONTROL JOINTS IN SLAB TO CONTROL CRACKING. JOSEPH P. FIX STRUCTURAL N0.34051 • t 1 , s FIX ENGINEERING 2 Silver Ledge Road • Newbury, MA 01951 978-462-4331 Email: jfix@comcast.net JOB x/ � � . ��--. -?✓ SHEET NO. OF CALCULATED BY DATE --j .CHECKED BY SCALE DATE FRAMING 1. FRAMING LUMBER SHALL BE SPRUCE -PINE -FIR #2 OR BETTER. 2. LAMINATED VENEER LUMBER (LVL) SHALL HAVE A MODULUS OF ELASTICITY (E) OF 2,000,000 PSI AND AN ALLOWABLE BENDING STRESS (Fb) OF 2,800 PSI. LVL'S SHALL BE INSTALLED AND FASTENED TOGETHER PER MANUFACTURER'S RECOMMENDATIONS. 3. ALL POSTS SHALL BE FULLY BLOCKED BETWEEN FLOORS WITH THE GRAIN OF BLOCKING IN A VERTICAL. ORIENTATION. 4. ALL STRAPS, TIES, HOLDDOWNS, HANGERS AND OTHER HARDWARE SHALL BE HOT -DIPPED GALVANIZED. 5. ALL TRUSSES SHALL BE FASTENED TO THE TOP PLATE WITH HURRICANE TIES. 6. LALLY COLUMNS SHALL HAVE STEEL CAP PLATES AND BASE PLATES. BASE PLATE SHALL BE AT LEAST 1/2 INCH THICK BOLTED TO THE FOOTING. CAP PLATES SHALL BE AT LEAST 1/2 INCH THICK BOLTED OR WELDED TO THE STEEL BEAM. 7. SIMPSON STEEL STRONG -WALL SHEAR WALLS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. USE SIMPSON TEMPLATES TO SET 1 -INCH DIAMETER ANCHOR BOLTS. USE ANCHOR BOLTS RECOMMENDED BY AND PROVIDED BY SIMPSON. 8. ROOF TRUSSES ARE TO DESIGNED BY THE MANUFACTURER FOR SNOW LOADS (INCLUDING UNBALANCED SNOW LOADS) AND WIND LOADS IN ACCORDANCE WITH THE MASSACHUSETTS BUILDING CODE. 9. TRUSSES ARE TO BE INSTALLED, FASTENED, AND BRACED PER RECOMMENDATIONS OF TRUSS MANUFACTURER. OF '. JOSEP � F STIR L e L .� f N.. �'N'�, a ;l C— > 41 m >Z ,J) 0 > Z 0, 0 — z m > OD C', 0 SO 7- �4. z mo M Lu CD w LU OD < m 0� yff 7", W jii�i A.7 m R C14 co� 49 U IL .2 LU (D t. 0 a) X. CL 0 , 1: w W f- Lu F— U) Z tL Z) Z z < c) W w 14, LU C— > 41 m >Z ,J) > Z 0, 0 — z m > OD C', 0 7- M CD w n OD < m (D (D The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. based on the parameters provided by Boise Structural Solutions. Pages or sheets covered by this scat: 117997453 thru 117997454 My license renewal date for the state of Massachusetts is June 30, 2012. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. XUEG.ANG L1 STRUCTURAL NO. 43283 � July 20,2011 Liu, Xuegang The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSIJTPI 1. Job Truss Truss Type V I Qty Pfy I �' 62844$ 001 FINK 19 1 A PMT_el25954_7114/2011 4:42:21 PM SM17997453 ob Reference o ' — Boise Structural Solutions. Biddeford, ME 04005 7.250 s May 14 2011 MiTek Industries, Inc. Wed fuf 2010:47:14 2011 .P&4t1 10:HeKriD7oORstx5gbxyFhidz?Bny-6w\/fVDPC9Lu6RZXDRxhPskePEeStrtQt,_VO (B3Sy tx 13-0-0 19.2-�7 20.0-0 e�7:ha 6-9-14 6-2-2 6.2-2-----, 6.9.14 �iA•e �. Sca1c=1Ab4. 410 = 4 5.00 12 1314 _ \ ?/ .5x4 �. 1.5x4 / 12 - �16 .. -'x6 17' 18 8 ' US I{ 3.6 = 3x6 II Bx6 F-- -- i — --- 17A-0 I 26-0-0 __ Ba3 Q 6-8-0 8 8fi Plate Offsets (X,Y): (2:0-4-11 Edgel.t6i0.4-11,Edgel LOADING (psi) 42.3 SPACING 2-0-0 CSI DEFL in (loc) Udell Ud PLATES GRiP` (Ground Snow -55.0) Plates Increase 1.15 TC 0.96 Vert(LL) -0.32 8-10 >962 240 MT20 169/123 TCDL 10.0 Lumber increase 1.15 BC 0,85 Vert(TL) -0.52 8-10 >584 180 BCLL 0.0 Rep Stress Incr YES WS 0.42 Horz(TL) 0.12 6 n/a n9a BCDL 10.0 Code IRC2003/TP12002 (Matrix) Weight: 84 lb FT = 0% LUMBER BRACtNG TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 7-5.4 oc bracing. WEBS 2 X 4 SPF -S Not MiTek recommends that Stabilizers and re4 iired cross bracing be Installed during truss erection, inaccordance With Stabilizer --- REACTIONS (Ibisiae) 2=176910-" (min.0-3-1),6=1769/0-6-8 (min.0-3-1) Max Horz 2=-87(LC 9) Max Uplift2=-645(LC 8), 6=645(1-C 9) Max Grav2-19eO(LC 2), 6=1960(LC 3) FORCES (1b) - Max. Comp,/Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-11=-3445,'1152, 11-12=3274/1159, 3-12=-3101/1175, 3-13=-2937/1119, 4-13x•280691132, 4-14=-2806/1132, 5-14=-293711119, 5-15=-3101/1175,15-16=-327411159, 6-16=-3445/1152 BOT CHORD 2-10=-904/3001,9 10=-529!1@88,9 17=-52911986,17-18=-529(1988,6-18=-529/1988- "r 90413001 WEBS 4-8=-293/1316.5-8=926/387,4-10=-293/1316,3-10=-926/387 NOTES (8) 1) Wind: ASCE 7-02; 120mph; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. II; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) -1-" to 2-0-0, Interior(1) 2-0-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 16-0-0 to 24-0-0 zone; cantilever left and right exposed -,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-02; Pg= 55.0 psf (ground snow); Pf-42.3 psf (flat roof snow); Category 11; Exp C; Partially Exp.; Ct=1,1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live toad of 16.0 psf or 1.00 times flat roof load of 42.3 psi on overhangs non-concurren( with other live toads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 61 ' This truss has been designed for a live load of 20.0psf on the bottom chord in 441 areas where a rectangle 3-6-0 tail by 14,0 wide wig fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 8) Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard ,� WARH3'Ms 7rrifly deign. prarwno <�rw and RP,,,AD r91R7S8 4N iYrr3A[@ lA�t•tl'rTRQ XS:T£ft RSPI ENCB PAOfi Df7f-T4Tg rce. Io -0$ BR€ EMB r3R8. Design valid for use oNy w&h Mires, connec fors. This design is based only upon parameters shown, and is for on Individual budding component. Appficobility of design paromenters and proper incorporation of component is responsibility or budding designer - not truss designer. Bracing shown 4s 101 1oivat s pon of intlfvdual weq membersorAy. Additional temxrary bracing ?o etsure siabifily du:ir. constvction is fie rospansiU;Gty of t?1e. erecfor. Additional permanent bracing of the overall structure is the responsibility, of the building designer. FN general guidance regarding fabrication, quality control, storage, defivery. erection and brocing, consult ANSI/TPII Ovoflty Criteria, OS8.84 and SCSI Building Component Safety information available from Truss Plate Institute, 781 N. Lee Sheet, Suite 312. Al—ondrin VA 7731 e July 20,2011 14515 N. Outer Forty, Suite 9300 B01se ',z4:uctur2l $010ions, Slddetord, ME 04005 1-" 3x4 = LOADING (psi) TOLL 42.3 (Ground Snow=55.0) TCDL 10.0 BOLL 0.0 13-" 4x4 7.250 s May 112011 MtTek Industries, Inc. Wed Jut 2010:47:15 209 i Page 1 ID:HeKrID7oORslx5gbxyFhkfz?Bny-x631 iZPgwfOz2j5P?eCeOyAn$ I eUMsPf l I RfbJywBtw 9)� 8 5.00 12 6 �^_ 4 255 27 26 25 24 23 22 21 20 3x6 SPACING 2-0-0 C CSI Plates Increase 1.15 TC 0.17 Lumber Increase 1.15 Ij SC 0.05 Rep Stress Ina YES- diB 0.15 Code IRC2IGfTP12002 � (Matrix) 31 32 DEFL In (loc) Vdefl Ud PLATES GRIP Vert(LL) -0.01 15 n/r 180 MT20 169/123 Vert(TL) -0.00 15 Mr 120 Hor,M) 0.01 14 nta n/a Weight; 96 lb FT = 0% LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1,5E TOP CHORD Structural wood sheathing directly applied, or 640.0 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-4-0 oc bracing, _ OTHERS 2 X 4 SPF -S No.2 e ec recommends that Stabilizers and required class bracing.be installed during truss erection, in accordance with Stabilizer II ti 'd REACTIONS All bearings 26-0-0. a a on gul e (ib) - Max Horz 2=87(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) 22, 24, 25, 20, 19, 18 except 2=-150(LC 8), 14=-165(LC 9), 26=-121(LC 8), 27=180(LC 8), 17=-121(LC 9), 16=179(1-C 9) Max Grav Ali reactions 250 ib or less at joint(s) except 2=391(LC 2), 14=391(LC 3), 21=310(LC 1), 22=434(LC 2), 24=370(LC 2), 25=340(LC 2), 26=289(LC 2), 27=468(LC 2), 20=434(LC 3), 19=370(LC 3), 18=340(LC 3), 17=289(LC 3), 16=468(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=-78/289, 8-9=-78/289 WEBS 7-22=-3081163, 6-24=-291/132, 5.25-3021123, 4-26=-2611443, 3-27=-3941210, 9-20=-308/163, 10-19=-2911132,11-18=-3021123, 12-17=-261!143,13-16=-394/209 NOTES (12) 1) Wind: ASCE 7-02; 12011110; TCDL=6.Opsf; BCDL=6.Opsf; h=35ft; Cat. ii; Exp C; enclosed; MWFRS (low-rise) gable end zone and C -C Exterior(2) -1-0-0 to 2-0-0. Interlor(1) 2-0-0 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 16-0-0 to 24-0-0 zone; cantilever left and right exposed ;C -C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1-60 plate grip DOE =1,60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 3) TCLL: ASCE 7-02; Pg= 55.0 psf (ground snow); P1=42.3 psf (flat roof snow); Category It; Earp C; Partially Exp.: Ct=1.1 4) Unbalanced snow toads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 42.3 psf on overhangs non -concurrent with other live loads. 6) Ail plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord Viva load noncorlcurrent with any other I've loads. 10) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 1-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 11) This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802,10.2 and referenced standard ANSVTPI 1. 12) Drawing prepared exclusively for manufacturing by Boise Structural Solutions LOAD CASE(S) Standard wARAPIND v-0 rico'-- P -,--t— axd RFAD N[?rrs+s ON 77118 AND tNCLUDL� KT7Wrj9Fr4RItNCB PAGIR MI 7473— 10-Va JWFORFr 0311 Design vaFld far use oNy with MiTek connectors. This design is based only upon parameters shown, antl is for on individual building component. ApolkabiNty of design paromenten and proper inr_arparot on of car. bonen) g;esppnsi},i sy o! ;;na 3 for a er -not buss designer. r. &acme shown f: for blarol svpppers at inalvidudt.web rnomben only, Atldrtional temporary bracing to it wre stablttfy Burin- construction is the responsibUty of the eseclor. Additional permanent Niacin- of the overall structure is the respons3a�Fty of the building designer. Far general guidance regarding fabrication, Quality contra(, storage, deffvery, erection and bracing, consult ANSt/rPll Qswrdy Criteria, 058.89 and aCSI 8uf ding Component Sof.h, Iafra 0— ......a..tirm r...... r...... o,,-,_ ,--.-,.._ ... _ .. 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CD OHO qr_-, I m [n TOP CHORD TOP CHORD 1b V P El a W N - T w O�n o ° cr< 00mr �o °Qn 5o(0'Dm 3m nij a? (Q Xm Dc a(D a ��o �� =r o� (T)0 t* � CD `D3 mnD oQ octDO10 x� O -n Vr ° c5"� ae W I.,ro ��o ? ° n c o 0.- tD 0. a 3 £� ate m ? P. '. 01,03W c' O Q :o £c Doo °0 O$ m3°. C 0m Sc `Z -a° Qa 0 a PLO ou ° ° O Q ° ro J O.2 O 0� �,. a til N 4. a ^ a 3�('o (D m a o. ° m fl. 3 3 c A �c rnh v P--T;��: 0 cr O �6 Q z — O � CA a a 36 � z �K0v: 4p v m 7' @ m O.fl rn t3 rt N O 4D > {4ppO�IDO. 0 tD , it SN z c Q X @ O (D 1b V P El a W N - T w O�n o ° cr< 00mr �o °Qn 5o(0'Dm 3m nij a? (Q Xm Dc a(D a ��o �� =r o� (T)0 t* � CD `D3 mnD oQ octDO10 x� O -n Vr ° c5"� ae W I.,ro ��o ? ° n c o 0.- tD 0. a 3 £� ate m ? P. '. 01,03W c' O Q :o £c Doo °0 O$ m3°. C 0m Sc `Z -a° Qa 0 a PLO ou ° ° O Q ° ro J O.2 O 0� �,. a til N 4. a ^ a 3�('o (D m a o. ° m fl. 3 3 c A �c O :01- O O � 0 w � m x� m 7' 1b V P El a W N - T w O�n o ° cr< 00mr �o °Qn 5o(0'Dm 3m nij a? (Q Xm Dc a(D a ��o �� =r o� (T)0 t* � CD `D3 mnD oQ octDO10 x� O -n Vr ° c5"� ae W I.,ro ��o ? ° n c o 0.- tD 0. a 3 £� ate m ? P. '. 01,03W c' O Q :o £c Doo °0 O$ m3°. C 0m Sc `Z -a° Qa 0 a PLO ou ° ° O Q ° ro J O.2 O 0� �,. a til N 4. a ^ a 3�('o (D m a o. ° m fl. 3 3 Torr vi 1 NTno l 1 Vlnri vi v vwir i ♦ vvr arivi rir CARPENTRY CONTRACTOR AGREEMENT Property Owner 13 ItIV JA X1.11, M9Ry, h` d IVy Date old Street ti U� h �y Job Eocation- ,�- yv .5 h1AR P ly,M s City, State, Zip /VC)/? t# A /?IT Property Owner's Phone 8c We hereby submit estimates and specifications for / -loolfl l/- PRO PO S/�,9 o A3/1_,0 `) 00I yd DOORS 6 0X67, z � P 5�V 3/' J) o v o ` w Xq` I. R//o P� Ra ijF A111V ,boa- 3 DOA A/t r = ip 00P tlq U S - la til . h C, ,V\ Ii1/ 1) /)21 f/R//A/i - P ycR/rm ARA04WP -Y4 0 6 /T s2 J This contract is at the option of the Property Owner cancellable within 3 working days after the signing date. Failure to exercise this option will render the agreement in full force and effect and work will commence immediately thereafter. WE AGREE hereby to furnish material and labor complete in accordance with above specifications for the sum of: Sl�o Ck --- � A R o l?- 6 PAI air /.• /`l8 ! G % c$8M Payments to be made as follows: yA17F Alrs- l d tXd,,, Axrr C0A"! (i All work to be c ompl ted in a workmanlike manner accord- ing to standard practices. Any alterations or deviation. from the above specifications involving extra costs will be exe- cuted only upon written orders, and will become and extra gA,74,d4i charge over and above the estimate. All Agreements con_ Buyer tingent upon strikes, accidents or delays beyond our control. ACCEPTANCE OF CONTRACT — The above prices, specifica- tions and conditions' are ,satisfactory and are hereby ac- Signature cepted. You are authorized to do the work as specified Seller Payments will be made as outlined above.. Date of Acceptance e/ Signature —c" Buyer Massachusetts Home Improvement Sample Contract This form satisfies all basic requirements of the state's Home Improvement Contractor Law (MGL chapter 142A), but does not include standard language to protect homeowners. Seek legal advice if necessary. Any person planning home improvements should first obtain a copy of "A Massachusetts Consumer Guide to Home Improvement" before agreeing to any work on your residence. You may obtain a free copy by calling the Office of Consumer Affairs and Business Regulation's Consumer Information Hotline at 617-973-8787 or 1-888-283-3757 or on our website. (do not use a Post Office Box address) City/Town Daytime Phone State Zip Code Address (It different from Phone Contractor/ Salesperson/ Owner Name Business Address (must include a street address) 0 7 Ii__ I P APIPsT�_, City/Town Business Phone Law requires that most home improvement contractors have a vnlid registration member J, d A"7 (, tam Zip Code Federal Employer ID or S.S. Number me improvement Contractor Reg. Number Expiration date 14716 )all, AAwil The Contractor agrees to do the following work for the Homeowner: (Describe in detail the work to completed, specifying the type, brand, and grade of materials to be used,, se additional sheets if necessary.) s4aP%` e Required Permits - The following building permits are required Proposed Start and Completion Schedule -The following schedule will and will be secured by the contractor as the homeowner's agent: be adhered to unless circumstances beyond the contractor's control arise - (Owners who secure their own permits will be excluded from the Guaranty Fund provisions of ddalo f ) Date when contractor will begin contracted work. MGL chapter 142A.) , when contracted work will be substantially completed. Total rnnfroof Prion -1 D.,..»... e—a—a_.r The Contractor agrees to perform the work, furnish the material and labor specified above for the total sum of. 9,0 c QT (*) Payments will be made according to the following schedule: $ ff � upon signing contract (not to exceed 1/3 of the total contract price or the cost of special order items, whichever is greater) $ M+ , Et by / / or upon completion of 7�t+�-V►9 $ by or / or upon completion of` z�ti !�' �� $ 7) RIO. upon completion of the contract. (Law forbids demanding full payment until contract is completed to both party's satisfaction) The following material/equipment tnust be special $ to be paid for ordered before the contracted work begins in order to meet the completion schedule.(**) $ to be paid for NOTES: (*) Including all finance charges (**) Law requires that any deposit or down -payment required by the contractor before work begins may not exceed the greater of (a) one-third of the total contract price or (b) the actual cost of any special equipment or custom made material which must be special ordered in advance to meet the completion schedule. El xoress Warranty - Is an express warranty being_ provided by the contractors ❑ No ❑ Yes (all terms of the warranty must be attached to the contract Subcontractors The contractor agrees to be solely responsible for completion of the work described regardless of the actions of any third parry/subcontractor utilized by the contractor. The contractor further agrees to be solely responsible for all payments to all subcontractors for materials and labor under this apreement Contract Acceptance - Upon signing, this document becomes a binding contract under law. Unless otherwise noted within this document, the contract shall not imply that any lien or other security interest has been placed on the residence. Review the following cautions and notices carefully before signing this contract. • Don't be pressured into signing the contract. Take time to read and fully understand it. Ask questions if something is unclear, • Make sure the contractor has a valid Home Im rovement Contractor Registration. The law requires most home improvement contractors and subcontractors to be registered with the Director of Home Improvement Contractor Registration. You may inquire about contractor registration by writing to the Director at 10 Park Plaza, Room 5170, Boston, MA 02116 or by calling 617-973-8787 or 888-283-3757. • Does the contractor have insurance? Ask the Contractor for his insurance company information so that you can confirm coverage, or ask to see a copy of a "proof of insurance" document. • Know your rights and responsibilities. Read the Important Information on the reverse side of this form and get a copy of the Consumer Guide to the Home Improvement Contractor Law. You may cancel this agreement if it has been signed at a place other than the contractor's normal place of business, provided you notify the contractor in writing at his/her main office or branch office by ordinary mail posted, by telegram sent or by delivery, not later than midnight of the third business day following the signing of this agreement. See the attached notice of cancellation form for an explanation of this right. DO NOT SIGN THIS CONTRACT IF THERE ARF111 Two identical copies of the contract must be completed and signed. One co ANY BLANK SPACES... copy should go to the homeowner. The other copy should be kept by the contractor. Homeowner's Signature v'v 7 Date tractor's Signature Date