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Chapter 111, Section I50A. 1 , , Signa e .f Application Date Permit No. �Th JOLOU-1 OP ID-PS 4CORO' CERTIFICATE OF LIABILITY INSURANCE DATEIMW ) 12/27/20172017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONF ERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND or r ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the pollcy(les)mast have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,cer'ain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorser ent(s). PRODUCER 508.385-2454 CONTACT E.J.McGrath Insurance Agency Edward J.McGrath Insurance PHONE HHOO Me,Ekg:`08.385.2454 1(ac,„),508-385-5991 P.O.BOX 1003 Dennis,MA 02638 1E-MAI-troDREss.____ E.J.McGrath Insurance Agency INSURER B AFFQROItlG_CDVERASE . NAICI_ 1t. INSURER A:A;adia Insurance Company INSURED J O'Loughlin Inc 1 INSURERS: 2 Harold St Harwichport,MA 02646 iI INSURER C: INSURER D: INSURER E: INSURER R: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN 1551ED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR 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. -. IEXP t LTR I TYPE OR INSURANCE ADM SUER wan POLICY NUMBER IMM/LO TEFF QIYYYYI IMIO.LLDDIYYYYI LIMITS COMMERCIAL GENERAL UABILITY 'EACHOCCURRENCE 1S I CLAIMS-MADE 1 I OCCUR I I L DAMAGE TO RENTED '� i i ' 3REhll5E31EeJzdu(tencal '$ --.. MED EXP(My anl5penbnl I S_ rGEML AGGREGATPERSONAL B ADV IBIURY $ E LIMIT APPLIES PER: I GENERAL AGGREGATE I rt_ii POLICY!! 1jEta I I LOC 3OD11DTS-CMMPIOP AIX; '$ 1 I OTHER �. I S AUTOMOBILE LIABILITY f . COMBINEDaccaDSINGLEI __.-LIMIT S L IANY AUTO 1 BODILY INJURY(Per parson) IS ' OWNED SCHEDULED I I AUTOS ONLY ET AUTOS BODILY INJUpRYLPer actideM)lS Mp�� Np�J t t 1 PROPERTY P OPERTTYenIRAMAGE a AUTOS ONLY I AUTOS ONLY 13 UMBRELLA LIAR I OCCURI 1 'EACH OCCURRENCE___}__. EXCESS LIAO I CLAIMS-MADE I j IACWGRgQ _ -i-$ - I l OED 1 i RETENTIONS I $ A (WORKERS COMPENSATION I -_UUNCUTE I X I FRH AND EMPL IETCR, ARTNE Y MAARP300998 , 12(2 112017 1 1 2)2412018 500,000 MANY PROPRIETgOR RIEXEOUTIVE YIN I €L.EACH ACCIDENT IS I'R nAi oryEin N„'EXCLUDED? I N I N M I E L.DISEASE_EA EMPLQYEE S 500'000 If yea describe under IE L DISFASE-POQCY LIMIT I S 500'000 DESCRIPTION OF OPERATIONS Nelms! 1 , I I I DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule.may be attac NSW more space Is moulred) CERTIFICATE HOLDER CANCFI.I ATION YARMT01 SHOULD kNY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX(!RATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Yarmouth ACCORD INCE WITH THE POLICY PROVISIONS. 1148 Route 28 S Yarmouth,MA 02664 AUTHORIZED REPRESENTATW E E.J.MGG'ath Insurance Agency ACORD 26(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD massacnusens Department of Public Safety V, Board of Building Regulations and Standards License: CS-003741 ' ""4""" Construction Supervisor 'JOSEPH P OLOUGHLIN y 24 CHEYENNE LN YARMOUTHPORT MA 02675 N Ilz n Expiration: Commissioner 05/23/2018 V no l o' mita itveaih a/aW amaC PL6 Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 100398 Type: Private Corporation Expiration: 6/16/2018 ' TrP 419291 J. O'LOUGHLIN, INC. Joseph O'Loughlin 2 Harold St Harwichport, MA 02646 — Update Address and return card.Mark reason for change. '-, - 0 Address ❑ Renewal ❑ Employment ❑ Lost Card sus 1 a Zorn-osm �/ //// JLC r/O ii,inc IItPrw/fl. /7 l(llalarl,nrfCt Office of Consumer Affairs&Business Regulation License or registration valid for individual use only ^` r" HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: ti Registration: 100398 Type: Office of Consumer Affairs and Business Regulation� J Expiration: 81162018 Private Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 • J.O'LOUGHLIN,INC. Joseph O'Loughlin 2 Harold St Harwichport,MA 02646Undersecretary Not valid without signature f,y TOWN OF YARMOUTH 0• 4 WATER DEPARTMENT stbmcy� 99 Buck Island Road West Yarmouth, MA 02673 Telephone: (508) 771-7921 • Fax: (508) 771-7998 Letter of Water Availability Date of Issue: DECEMBER 29, 2017 , 1. Single Family Dwelling X 4. Commercial / Industrial 2. Duplex Family Dwelling 5. Other (Specify) 3. Condominium Dwelling Reference; Massachusetts General Laws Chapter 40, Section 54 To: Town of Yarmouth Building Inspector Please be advised that the Town of Yarmouth public water supply is available to service lot/ Parcel (s) 125.154; Street: /22 FREEBOARD LN As shown of Assessors sheet/ map 125 • Issuance of this Letter of Availability is subject to the following provisions/ restrictions: (1) The property owner agrees to comply with all federal State, and Local Laws, Rules and Regulations as they pertain to the use of the public water supply. (2) The Yarmouth Water Department shall have exclusive rights as to the size, ri"umber, type and location of all water service lines, fire service lines or appurtenant items connected to the water distribution system. (3) The Yarmouth Water Department reserves the right to require, at the property owner's expense, the installation of water mains and appurtenant items to meet water demands requisites within any structure relevant to this Letter of Availability. (4) This Letter of Availability will expire 180 days from the date of issue I have read and understand the provisions/ restrictions of this Letter of Water Availability. I , ( 1 a a ir ner(sign ari Yarmouth Water Depart. e • ' YARMOUTH WATER DIVISION . 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 : PH.: 508.771.7921 FAX: 508-771-7998 • • BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET Bldg. Site Location 1ZZ ?ter ko b t \,,, Map #: I a S.- Lot #: IS Proposed Improvement: 5t,. Lit • C-i Applicant: \, L.noLl `r. . 2 A Address. NoPol 1 Sk Tel. #: Sae. 36Z 1419 7...Date Filed: Arcvt c4Adoo,- RESIDENTIAL AND / OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water Availability and or Existing Location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Acts; i.e. If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Ocean, Bogs, Bays, Marshland, Etc... Health Department: Determines Compliance to State and Town Regulations, i.e., Requirements for Septage Disposal and other Public Health Activities , Fire Department: Determines Compliance to State and Town Requirements for Personal, Safety, Property Protection;, i.e. Smoke Detectors, Sprinkler Systems, Etc... \IS)" L•T ature of applicant Date PLEASE NOTE: COMMENTS: • • Reviewed by: Wate ivi Date , 6/7/. Sears, Tim a r. From: Sears,Tim / 2L.o_tc,J Sent: / \ Monday,January 8, 2018 2:09 PM To: J� 3r j.Mirk@verizon.net' . Subject: 122 freeboard Joe, \thave reviewed your application for 122 Freeboard Lane,and there are some items to address 11. e _ • . itta nee's . .- .. -. �i 2. Old Kings Highway approval needed V3. Engineering transmittal sheet needs to be submitted 1 4. Bottom of page 2 of permit application needs to be filled out : j 5. Rescheck with all pages completed or HERS certificate needs to be submitted 6. Framing/Structural plans (including decks/porches)with specs for any LVL/Steel beams, as well as specs for roof trusses shown on plan need to be sub itte hldo t- 1w5 5 5(-1)4t.c3 _ Ole--- IS-- a.5 )• I Please submit the above items for review Thank you Timothy Sears CEO //Z y / Atmuc fp? Building Inspector Town of Yarmouth /l e V/ 12_3 it-' 508-398-2231 Ext. 1259 mailto:tsears@yarmouth.ma.us 1 9 Engineering / Surveying Division New House (vacant lot/ never developed/new foundation) Building Permit Review Work Sheet Address: /72 �.Ca-6-Zrewee.i, G'at/i ' Assessors Map &Parcel: ./d /240-.1 Assessors Plan#: (Cr ie'ae3 Plan Type: jethe Recording Date: -iae 'Z C. /re . I•� Planning Board#: • Endorsement Date: SA T,4" Planning Board Release Date: Subdivisions Only&Post-Pcbmui)' 14. (950 ip Oil'tiltils TOWN OF YARMOUTH {O� y 1146 ROUTE 28 SOUTH YARMOUTH MASSACHUSETTS M, _t5Y E I V` • MATTA45 r -'-_-la'*°+.n + Telephone(508) 398-2231,Ext. 1250—Fax(508) 760-4830 MAR 05 2018 Engineering and Surveying Division Building Permit -Zewiei DEPARTMENT _ Residential and /or Commercial Buildines Name of Applicant: ,Jlec" ,z4/ e e",,,,e: 0'0 citC.4" /..C/ . sl ' Telephone or Email Address: 8 LIZ Z - -In Z ti` Proposed Building Location: _,Zer SG,tce" _ii gat' Date Submitted: Z////p� re': 5/p 2:,/c2 9 Requirements for review: / ! ✓✓ • Please submit one (I) copy of plans. to include: 1. For Residential: Site Plan showing proposed and'or existing buildings, proposed contours with bench mark, water service location, and septic system location. For Commercial: Site Plan showing details required by the Zoning By-law and revisions required by Site Plan review, if any. ti# Note: Site plans must be signed and stamped by a Licensed Professional Land Surveyor and Engineer or Sanitarian. ' . 2. House or Building - Floor Plan(s) and Elevation Plan(s) 3. One (1) col 'of application. Reviewed By: / Date: p/co • PLEASE NOTE Comments/Conditions: N til N.6 0 —N. Pnnled an Recycled Paper ay of segLill'"L Town of Yarmouth c 4 /y4. Conservation Commission Building Permit Sign-off Application - �hentl0 p 4i- Jo I /r, c@ Vey- et". cLell TO BE FILLED OUT BY APPLICANT:� Building Site Location: 40 71-le / gra a t 4O d 1 / of Map# 2 ,5"" Lot(s) # �f 3-44 01,74.,--ed Property 4— OL o cc, 4 7/ jl, Applicant: Qui /' GLLGf�1X[ir�-- Applicant Address: a �O /1 U s� H/9-7211/1 /J,,'v C i'1-/ Telephone: 6--- 6) 3(2-1 119 212- Date Filed 12%19 Proposed Project Description: fi.d14411 Ar Plans: Propowd 51+e clan Lai it (inn fviebcam (Bog, yP TO BE FILLED OUT BY CONSERVATION ADMINISTRATOR: Do You Have�AA Valid PermititFrom The Conservation Commission For The Proposed Project? 104 — (l0 NiUVioi ction - Comments from Conserv, 'on Commissi,n: Approved Conditionally Approve' Rejected All work related debris shal .e t. en offsite or disposed in a legal upland location At the end of each day, the area shall be clean and no debris shall be in the Resource Area Refer to: SE83- or DOA permit Conservation Commission Sign-off Signature: Date: I f? hg- s ky TOWN OF YARMOUTH e xO HEALTH DEPARTMENT 3 ; cc �•% PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: ..0 Q Building Site Location: &o't f C as i .T11�p&booAt e dam.. Proposed Improvement: flaw. 3 C�. ,Lo tMf3 Applicant: OW`�tii ` QX�vv d iv.C. Tel.No.: j OR '162..-L19 qa Address: 71`{ t r lQAIY 1 `� Lv '�I�,Tui i Ma, Date Filed: ••lfyou would like e-mail notification of sign off please provide e-mail address: 3.01111C0 1f e r i t ot\ . A Zit /� art Owner Name: L Owner Address: Owner Tel.No.: RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed)– Note:Floor plans not required for decks,sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: /r�/ DATE: /-723 rig PLEASE NOTE COMM,E TS/CONDITIONS !/ 777-60 c– 1 - �_ /^ —tel/ '_/_ ems f Ad i • III SNIT Tilli 1 II 140040I /011 ' a • iill iiiiinal • ii a gi e � � I� R.. l3 N1 i 11111.1SW RS VI 1a 11 is i E0 a '', -n li Is III a I g1 - 11 . IIIIFMI Ilse II ilI I es . .. ISI t 1 I I;-Iii . 11 11 i /� / 1 la - L__H - .- li 0 11 i O D II v Op C5Riy ..KI .mm4mm 1 amm mato 23 O nz 'woro 0Ci 2 o S 53 DIMENSION KEY LOADING CHART(pef=USI OMEN: DRAWN BY: JOH S: ©BDlas Cascada Fat 0rh.. TOLL • 50.0 MIDCAPE HOME CENTERS P E, 892810 Materials Distribution 6 v n (on Ground Snow) JOB NAME SCALE: Shvaunl So4Rbnut TOOL • 10.0 GREAT ROOM 4 MUDROOM NONE 1/1 •�•�ens e • BCDL • 10.0 AODRLSS: DATE: 1-t-ta .r•r eam n iari4 u'a YARMOUTH,MA REVISED: /2 2 P2eray. t CN d niiI4LO 'PM) ybY'Wn Snare Ti.u rw •ars n manmaedQ YMinu u ATMlan a Y/nivnf fawn au umlleaAwfwW AMJt9116 <mea rpm ono I w'AlwVeitai roNl rise n mini a IYb ems-wianuwa u uranl fourrw onions cask mann ammo mon wueao'•owbwo TKO Mariann irons.vouwaAlw wr m enrwMS main:twin TW aov'inn(II __ x na�'YtlmmAYl 90Jll Al tense f in SAL Al ulNMlem au Surma LwaYAM®WVIdOfaaaOla Will aafS 3© -nn mon now wemaoera 101111•11louw WPM Mt int mafnnTolman ann •OLV tAl=raid II'S nm mod°in s 3•cawe1aw tunas Yu Tama ba sneak.YwY II »m carom MISS- omau Alatafm aurow lOUMIJun'Sl Aat ai w at®n Tfaam�fnavb Iaew eO bue Yurnb w wY osis wino,r amt au'exe aao no:,tawecwe MlvaomrYfast Merin Walla 551-ant a9eaY31awnewafmufn aweOrMl4—II aaow Yeas n nm stvia minim Yu waste amrnr in awin axion S mimic Pu b -lice toursve Tea an NOSS tw.'IAt f YeaWey cootie Yyb 11 m a mama , 1 S310N hl. 3NJs p O m inoAM7 ssnal 4OOa 55 2•1.am o Y • maua mms SSWK menu 50011 9 a ; . n o F Bram.® win e m ili�1! 1; ..: mi8 n _ feef on '-S eooe10 A _pI 73 �_- oea e b —_ ® Olt m v a �E_ s; pw €m A �1 �Ft•S. SAII 11 iiig SWM • ® �I � — IIIIIIII ii� i — IIn w `—�� � 11� 1am w m € 111•�11 o; w II io II m .11 i In MI i m II--I■11 II��'I - eo» m9One,m vo -- ooe . o 00005 m• NOLLOnHSSNOO JOd SON '03UIn0381YAOaddtl • Quote Page 1 of 2 Agility#: Quote#: 692610 Customer.MASDOO-MID CAPE HOME CTR-SOUTH DENIS- Job Name: GREAT ROOM AND MUDROOM 68 Industrial Park Rd ENAP Saco Me,04072 465 ROUTE 134 YARMOUTH,MA SOUTH DENNIS,MA02660 Boise Cascade Banding materials Tel: 877-291-5276 Contact BRIAN FLAGG • Distribution Fax:877-782-0999 Email: BFLAGG@MIDCAPE.NET Boise Simard SM/bons Phone: Fax: Prepared By: Date Quoted: Delivery Date: Last Revised: Price Protected Until: PEDRO EXT 2832 01/02/2018 01/09/2018 ROOF TRUSSES - Designed per:IBC2009ITP12007 Code. QTY OVRALL PITCH OVERHANG C LOADING CANTILEVER BRG SIZE LGTH NET TLL.TDL-BLL-SDL PROFILE LBL — SPAN TYPE SPC U Heel Height PLY WEIGHT TOP BOT LEFT RIGHT T Left I Riant LEFT RIGHT LEFT RIGHT 1 28-00-00Roof nooof Sno-10 Alb. w=30 00-05-08 00-05-08 ol+i- -.ci% 001 28-00-00 7.00 3.50 SCISSOR 24 01-0P-00 01-00-00 P 00-00-00 00-00-00 . A692610-0001 1 135 Its 01-00-00 01-00-00 BRG#: 2 /� 12 28-00-00 30-10-0-10 00-05-08 00-05-08 441. +��T�. 002 28-00-00 7.00 3.50 SCISSOR 24 01-00-00 01-00-00 P Roof Snow=30 00-00-00 00-00-00 A692610-0002 1 111 lbs 01-00-00 01-00-00 BRG#: 2 8 24-00-00 30-10-0-10 00-05-08 00-05-08 003 24-00-00 7.00 0.00 COMMON 24 01-00-00 01-00-00 P Roof Snow=30 00,0000 00-00-00 A692610-0003 1 99 lbs 01-00-00 01-00-00 BRG#: 2 �AV�� 1 28-00-00 COMMONRoof Snow30 00-05-08 00-05-08 301 28-00-00 7.00 0.00 GIRDER 24 00-00-00 00-00-00 P 00-00.00 00.00-00 A692610-0301 2 516 lbs 01-00-00 01-00-00 BRG#: 2 Total Weight: 2775 lbs • Report Date/Time: 1/2/2018 12:22:17 PM Quote Page 2 of 2 Agility#: Quote#: 692610 Customer:MASDOO-MID CAPE HOME CTR-SOUTH DENIS- Job Name: GREAT ROOM AND MUDROOM 68 Industrial Park Rd ENAP Saco Me,04072 465 ROUTE 134 YARMOUTH,MA SOUTH DENNIS,MA02660 Boise Cascade Building Materials Tel:877-291-5276 Contact BRIAN FLAGG Distribution Fax:877-782-0999 Email: BFLAGG(MIDCAPE.NET Burse Sim:tur f Solutions Phone: Fax: Prepared By: Date Quoted: Delivery Date: Last Revised: Price Protected Until: PEDRO EXT 2832 01/02/2018 01/09/2016 Quote Source: BSS PLAN TAKE OFF Plan Date: SUB-TOTAL: Job Notes To Customer: Special Instructions For Design: - 1'TOP CHORD OVERHANGS WITH 12"RAISED HEELS FIGURED. DISCOUNTS: VALLEY FRAMING BY OTHERS. GRAND TOTAL: QUANTITY CHANGES WILL EFFECT PRICES*MAXIMUM UNLOADING TIME IS 1 HOUR' HOLIDAY SCHEDULE! BSS WILL BE CLOSED MONDAY/TUESDAY TRUSS SYMBOLS CONCEPTUAL ONLY NOT FOR DESIGN 12/25,12/26 FOR CHRISTMAS&WILL BE CLOSED MONDAY 1/1/18 a*" ALL TRUSSES ARE CUSTOM BUILT AND CANNOT BE RETURNED FOR NEW YEARS. UNLESS SPECIFICALLY NOTED ON THIS QUOTE PRICE DOES NOT INCLUDE: MERRY CHRISTMAS&HAPPY NEW YEAR TREATED LUMBER, SEALED LAYOUTS,BRACING AND/OR HANDLING DRAWINGS METAL HARDWARE, ENGINEERED LUMBER (LVL,WOISTS,ETC.) • Report Date/Time: 1/2/2018 12:22:17 PM Quote. Page 1 of 3 Agility#: Quote#: 692611 Customer:MASDOO-MID CAPE HOME CTR-SOUTH DENIS- Job Name: REMAINDER OF HOUSE 0 68 Industrial Park Rd ENAP 122 FREEBOARD LANE Saco Me,04072 465 ROUTE 134 YARMOUTH,MA SOUTH DENNIS,MA02660 Boise Cascade Tel:877-291-5276 BuildingNiatedals Contact BRIAN FLAGG Distribution Fax:877-782-0999 Email: BFLAGGtMIDCAPE.NET Boise Stne ral Solutions Phone: Fax: Prepared By: Date Quoted: Delivery Date: Last Revised: Price Protected Until: PEDRO EXT 2832 01/02/2018 01/09/2018 ROOF TRUSSES Designed per:IBC2009/TP12007 Code. OVRALL LOADING OTY LGTH PITCH OVERHANG C CANTILEVER BRG SIZE NET ILL-11x-BLL-BOL PROFILE LBL — TYPE SPC U PLY WEIGHT SPAN TOP BOT LEFT RIGHT T LQft Heel�e1Rant LEFT RIGHT LEFT RIGHT /II 1 1 12-00-00 COMMON 30-10-0-10 12-00-00 00-00-00 .SII 1\. 001 12-00-00 7.00 0.00 SUPPORTE 24 01-00-00 01-00-00 P Roof Snovr-30 00-00-00 00-00-00 A692611-0001 1 46 lbs D GABLE 01-00-00 01-00-00 BRG#: 1 1 12-00-00 30-10-0-10 00-05-08 00-05-08 002 12-00-00 7.00 0.00 COMMON 24 01-00-00 01-00-00 P Roof Snow=30 00-00-00 00-00-00 A692611-0002 1 37 lbs 01-00-00 01-00-00 BRG#: 2 • 1 28-00-00 COMMON 30.1010 28-00-00100-00.00 . 411111h1119- 003 28-00-00 7.00 0.00 STRUCTURA 24 01-00-00 01-00-00 P Roof Snow-30 00-00-00 00-00-00 . A692611-0003 1 134 lbs LGA 01-00-00 01-00-00 BRG#: 1 /J� 2 28-00-00 30-10-0-10 00-05-08 00-05-08 • ...���/Ceee//// \�7�A 004 28-00-00 7.00 0.00 COMMON 24 01-00-00 01-00-00 p Roof Snow=30 00-00-00 00-00-00 A692611-000< 1 1131bs 01-00-00 01-00-00 BRG#: - 2 • �R\ 13 27-06-08 30-10-0-10fSnow= 00-05-08 00-01-08 �� \V7�® 005 27-06-08 7.00 0.00 COMMON 24 01-00-00 00-00-00 P Roof Snow=30 00-00A0 00-00.00 • A692611-0005 1 113 lbs 01-00-00 01-03-03 BRG#: 2 1 27-06-08 COMMON 30-10-0-10 27-06-08 00-00-00 4ill1��11119006 27-06-08 7.00 0.00 SUPPORTE 24 01-00-00 00-00-00 P Roof Snow=30 00-00-00 00-00-00 A692611-0006 1 138 lbs D GABLE 01-00-00 01-03-03 BRG#: 1 ''_ , 1 14-00-00 COMMON 30-10-0-10 14-00-00 00-00-00 i,/�'i_ ii►,., 007 14-00-00 7.00 0.00 SUPPORTE 24 01-00-00 01-00-00 P Roof Snow=30 00-00-00 00-00-00 A692611-0007 1 55 lbs D GABLE 01-00-00 01-00-00 BRG#: 1 Report Date/Time: 1/2/2018 12:32:47 PM Quote Page 2 of 3 Agility#: Quote#: 692611 Customer:MASDOO-MID CAPE HOME CTR-SOUTH DENIS- Job Name: REMAINDER OF HOUSE 68 Industrial Park Rd ENAP 122 FREEBOARD LANE Saco Me,04072 465 ROUTE 134 YARMOUTH,MA SOUTH DENNIS,MA02660 Boise Cascade Building Materials Tel:877-291-5276 Contact BRIAN FLAGG Distribution Fax:877-782-0999 Email: BFLAGG@MIDCAPE.NET Boise Seu lSolutolns Phone: Fax: Prepared By: Date Quoted: Delivery Date: Last Revised: Price Protected Until: PEDRO EXT 2832 01/02/2018 01/09/2018 7 14-00-00 30-10-0-10 00-05-08 00-05-08 008 14-00-00 7.00 0.00 COMMON 24 01-00-00 01-00-00 P Roof Snovr30 00-00-00 00-00-00 A692611-0008 1 431bs i 01-00-00 01-00-00 BRG#: 2 ! 30-10-0-10 1 22-05-08 COMMON 22-05-03 00-00-00 A 11'111 11i. 009 22-05-08Roof Snow30 7.00 0.00 SUPPORTE 24 01-00-00 01-00-00 P 00-00-00 00-00-00 A692611-0009 1 100 lbs D GABLE 01-00-00 01-00-00 BRG#: 1 1 22-05-08 3 f Snov10 00-05-08 00-05-08 010 22-05-08 7.00 0.00 COMMON 24 01-00-00 01-00-00 P Roof SnovF30 00-00-00 00-00-00 A692611-001O 1 94 lbs 01-00-00 01-00-00 BRG#: 2 11 22-03-08 30-10-0-10 00-05-08 00-03-08 011 22-03-08 7.00 0.00 COMMON 24 01-00-00 00-00-00 P Rooi Sno1�30 00-00-00 00-00-00 A692611-0011 1 921bs 01-00-00 01-01-03 BRG#: 2 30-10-0-10 1 22-03-08 COMMON Roof Snovr30 22-03-08 00-00-00 ,. 1111,1111,,,_, 012 22-03-08 7.00 0.00 SUPPORTE 24 01-00-00 00-00-00 P 00-00-00 00-00-00 A692611-0012 1 98 lbs DOABLE 01-00-00 01-01-03 BRG#: 1 Total Weight: 3710 lbs Report DateTme: 1/2/2018 12:32:47 PM Quote Page 3 of 3 Agility#: Quote#: 692611 Customer:MASDO0-MID CAPE HOME CTR-SOUTH DENIS- Job Name: REMAINDER OF HOUSE 68 Industrial Park Rd ENAP 122 FREEBOARD LANE Saco Me,04072 465 ROUTE 134 YARMOUTH,MA SOUTH DENNIS,MA02660 Boise Cascade Buildingmaterials Tel:877-291-5276 Contact BRIAN FLAGG Distribution Fax:877-782-0999 Email: BFLAGG@MIDCAPE.NET Boise Structural Sohlors Phone: Fax: Prepared By: Date Quoted: Delivery Date: Last Revised: Price Protected Until: PEDRO EXT 2832 01/02/2018 01/09/2018 Quote Source: BSS PLAN TAKE OFF - Plan Date: SUB-TOTAL: ` Job Notes To Customer: Special Instructions For Design: 1'TOP CHORD OVERHANGS WITH 12"RAISED HEELS FIGURED. DISCOUNTS: GRAND TOTAL: '"•' QUANTITY CHANGES WILL EFFECT PRICES*MAXIMUM UNLOADING TIME IS 1 HOUR* HOLIDAY SCHEDULE! BSS WILL BE CLOSED MONDAY/TUESDAY TRUSS SYMBOLS CONCEPTUAL ONLY NOT FOR DESIGN 12/25, 12/26 FOR CHRISTMAS&WILL BE CLOSED MONDAY 1/1/18 ""' ALL TRUSSES ARE CUSTOM BUILT AND CANNOT BE RETURNED FOR NEW YEARS. UNLESS SPECIFICALLY NOTED ON THIS QUOTE PRICE DOES NOT INCLUDE: MERRY CHRISTMAS&HAPPY NEW YEAR TREATED LUMBER, SEALED LAYOUTS,BRACING AND/OR HANDLING DRAWINGS METAL HARDWARE, ENGINEERED LUMBER (LVL,I-JOISTS,ETC.) Report Date/Time: 1/2/2018 12:32:47 PM • • CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD FIGURE 1 NARROW WALL OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) I Top plate continuityis /required per R602.3.2 Era . . ta J Sheathing filler Min.3'x 11.1/4'net header a �• if needed 47s-'s's_ ' —1 II I I MI 2'to 18'(finished width) + ' •"• 16d sinker nails •:"IFasten sheathing to header with 8d commonI I t (0.148'x 3.1/41 w • nails(0.131'x 2-1/21 In 3'grid pattern as shown II I in 2 rows @ w e and 3'o.c.In all framing(studs and sills)yp1 { 3'o.e• ' 1,000 lb.header-to-jack-stud strap J I i i 1,000 lb.header- '1'' on both sides of opening ;1 I I to•jack-stud strap Max. ^'1 (install on backside as shown on r I' S on both sides height " Side Elevation,Ret No.LSTA24) ',1 I j of opening(Ref. 10'. 44 '' Min.(2)2x4 hp. IINo.LST42 ' C^, " If panel splice is needed it shall Braced wall I1 t 1 M •• occur within 24'of mid-height. segment per 1 l 1 1 3/8'min. R602.10.5 thickness wood 4d blocking is not required. j 1 1 j ^` 0. -'(f It structural panel «I Mtn.width based on 6:1 No.of sheathin • M height-to-width ratio:For jack studs g ,n •• example:16'min.for&height, per table I! 11 1 k' 20'for 10'height,etc. R502.5(182) 1 i �, Min.2'x2k3/16'plate washer ,' 7 i In . all Anchor bolt per R403.1.6 Typ. `Foundation per code Not to scale 'Or other code•recognised fasteners providing lateral resistance equal to or better than the prescribed nails. Note:This narrow wall bracing segment meets the minimum requirements for wall bracing FIGURE 2 (racking loads in the plane of the wall). The building designer should determine what spa- EXAMPLE OF REQUIRED OUTSIDE CORNER DETAIL(IRC R602.10.5) cific details are necessary to provide a complete load path for using this bracing in the structure. At corners,connect the two walls tether as lbd nail at lZ'a.c. outlined in this detail to provide overturning I Orientation of stud may vary restraint. Gypsum,when required, installed In accordance AI with IRC Chapter 7 Al. Wood structural panel • 6 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE .4IVC Guide to Wood Construction in High ii'a i Areas:HO mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Check Compliance 1.1 SCOPE 110 mph - t/ Wind Speed(3-sec.gust) B -42Wind Exposure Category 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories _ Roof Pitch (Fig 2) 7/la 5 12:12 /V Mean Roof Height (Fig 2) 19.5 ft 533' f....-7- Building /Building Width,W (Fig 3) '-(Co ft 5 80' r..."- Building %Building Length,L (Fig 3) Fbg ft 580' t..--- Building Aspect Ratio(L/W) -BuildingAspectRatio(L/W) (Fig 4) t-9 5 3:1 Nominal Height of Tallest Opening' (Fig 4) G 99 5 6'8" � 13 FRAMING CONNECTIONS General compliance with framing connections (Table 2) t. 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 v"..... Concrete 1)�.. Concrete Masonry 2.2 ANCHORAGE TO FOUNDATION" _"Anchor Bolts imbedded or=Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general (Table4) L_in. _1, ----- Bolt �Bolt Spacing from end/joint of plate (Fig 5) _in.5 6"-12" ,...-- Bolt iBolt Embedment-concrete (Fig 5) . 7 in.a 7" Bolt Embedment-masonry (Fig 5) _in.t 15" A)A Plate Washer (Fig 5) i 3"x 3"x Y:' _ 3.1 FLOORS f Floor(taming member spans checked (per 780 CMR 55.00) Maximum Floor Opening Dimension (Fig 6) (_O_ft 5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) Maximum Floor Joist Setbacks ft 5 d Supporting Loadbearing Walls or Sheanvall..(Fig 7) — 47. Maximum Cantilevered Floor Joists ft 5 d Nf}' Supporting Loadbearing Walls or Sheanvall..(Fig 8) — Floor Bracing at Endwalls (Fig 9) -IGH ' Floor Sheathing Type (per 780 CMR 55.00) ✓G� Floor Sheathing Thickness (per 780 CMR 55.00) Shy in. Floor Sheathing Fastening (Table 2Ltd nails at 6 in edge/Alin field ✓ 4.1 WALLS - Wall Height Qj ft 5 10' ✓ Loadbearing walls (Fig 10 and Table 5) Non-Loadbearing walls (Fig 10 and Table 5) j..ft 5 20' I✓ Wall Stud Spacing (Fig 10 and Table 5) t G in.5 24"o.c. V. Wall Story Offsets (Figs 7&8) 0 ft 5 ,/„Z A 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls (Table 5) 2x h - 7 ft `1' in. i Non-Loadbearing walls (Table5) 2x 4 -_2_11.M..in. 1G Gable End Wall Bracing' Full Height Endwall Studs (Fig 10) NSP Attic Floor Length (Fig 11) • ft 2W/3 NA 1060 780 CMR-Seventh Edition 12/28/07 (Effective 1/1/08) 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS APPENDICES Gypsum Ceiling Length(if 1VSP not used)(Fig 11) 1 _fta0.9W 6L and 2 x 4 Continuous Lateral Brace®6 ft.o.e...(Fig I I) _� • or I x 3 ceiling fluting strips®16"spacing min.with 2 x 4 blocking®4 ft spacing in end joist or truss bays J/ Double Top Plate Splice Length (Fig 13 and Table 6) _a ft e' Splice Connection(no.of 16d common nailsxTable 6) f2 i/' Loadbeating Wall Connections Lateral(no.of I 6d common nails) (Tables 7) 2 ✓ Non-Loadbeadng Wall Connections Lateral(no.of I 6d common nails) (Table 8) Load Beating Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table9) Co ft O in.511' t.. Sill Plate Spans.._ (Table9) j_ft 0in.5II' ./- Full Height Studs(no.of studs) (Table 9) JC Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table)) Header Spans (Table9) ft C' in.512' t/ Sill Plate Spans (Table 9) „rt,ft 0 in.5 12" / Full Height Studs(no.of studs) (Table 9) _3_— _{Z. Exterior Wall Sheathing to Resin Uplift and Shear Simultaneously' Minimum Building Dimension,W r , Nominal Height of Tallest Opening'. far. %6'8" 17"..... Sheathing Type (note 4) 1 y Edge Nail Spacing (Table 10 or note 4 if less) 3 in. ✓ Field Nail Spacing (Table 10) _a in. _� Shear Connection(no.of I 6d common nails)(Table 10) Percent Full-Height Sheathing (Table 10) si% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) Maximum Building Dimension,L , Nominal Height of Tallest Opening' (-•' 6'8" IV Sheathing Type (note4) t 7. rZ Edge Nail Spacing (Table I I or note 4 if less) ..3._in. ✓ Field Nail Spacing (Table 11) .12 in. _l.G Shear Connection(no.of I 6d common nails)(Table II) 3... ..4L, Percent Full-Height Sheathing (Table I I) $Q% _IL 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) ...12- Wall yCWall Cladding Rated for Wind Speed? 5.1 ROOFS rRoofRoof framing member spans checked? (For Rafters use ANC Span Tool,see BBRS Website) c."- Roof Overhang (Figure 19) O ft 5 smaller of 2'or 1)3 t� Truss or Rafter Connections at Loadbearing Walls Proprietary Connector Uplift (Table 12) U=303pif r/ Lateral (Table 12) L=Jjj,plf _2 Shear (Table 12) S= 7-)plf L/ Ridge Strap Connections,if collar ties not used per page 21 (Table 13) T= plf r/ Gable Rake Outlooker (Figure 20) _ft 5 smaller of 2'or L/2 N/1- Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connector . Uplift (Table 14) U3n{rllb. l/ Lateral(no.of 16d conmon nails) (Table 14) L- I4Wb. i Roof Sheathing Type (per 780 CMR 58.00 and 59.00) Roof Sheathing Thickness -Viz in.2 7/16"NSP _.<, Roof Roof Sheathing Fastening (Table 2) _ ,},G Notes: I. This checklist shall be met in its entirety,excluding the specific exception noted in 2, to comply with the requirements of 780 CMR 5301.2.1.1 Item I.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure I 8a and Figure 18b 12/28/07 (Effective 111/08) 780 CMR•Seventh Edition 1061