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Wcl I�N��o� 2 �R� 1�a �36 5��� • Property owner's name Telephone number �a xao' 534010003 Size of Shed Map/Parcel# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT'PLAN Q forms-sbedreg REV:08/6/17 �WNI Town of Barnstable Building Y e Post This Card,So Thatrts,Visible1From..the Street ApprovedPlans Must be:;Retarned on Joband this,Gard Mus!be=:Kept .r �ABLE; • � - � �6 Posted Until Final Inspect�onsHasgBeen Made Nix, Permit R Where a=Cert�fiCateof�.Occu anc "s'Re u redm such:Buildm rshall Not be Occu ied-until a Final lns ection his b°een:ma;de-- <� ° >:'npY q s. '�„r�.� .<-•�.�`s - �.*,«.�„ p °�,"k. �.% Permit No. B-18-194 Applicant Name: Alex B Braga Approvals Date Issued: 05/25/2018 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 11/25/2018 Foundation: Location: 100 CYPRESS POINT, BARNSTABLE Map/Lot 334-010 003 Zoning District: RF-1 Sheathing: VT Owner on Record: SOARES,WELLINGTON R& MILENE Contractor Name Alex B Braga F�aaa+a�g�f 1 Address: 49 POINT OF PINES AVE pGointractor Lic nsej 6717 QG/�/ 2 .., � CENTERVILLE, MA 02632 � Es"t Project Cost: $20,000.00 Chimney: Description: suppply and install 2 hydro air handlers to service wh I liK house P,grmlt Fee: $85.00 with heating and cooling. 1st floor and 2nd floor will hav ,�2.5t. of V 1 Insulation: Fee1Paid 1 $85.00 cooling each ®ate �° 5/25/2018 Final S EA 0 Plumbing/Gas u Rough Plumbing: Project Review Req: permit contingent upon submittal of owner authonzdtion Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved appl cationand theapproved construction documents fior which this permit has been granted. All construction,alterations and changes of use of any building and structureslshall be in compliance with the local zornngjby laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access s eet or road.and shall be maintained open for�put lic inspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signaturesh B'°il' in° n ire- I " r ded on�this permit. Service: p cy pp by# e u d gad e�f— s a .p o p t Minimum of Five Call Inspections Required for All Construction Work: _ Rough: 1.Foundation or Footing ...W -. .• 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Commonwealth of Massachusetts l� Sheet Metal Permit Date: 01/16/2018 Permit# —1 Q l T 1 V Estimated Job Cost: $ 20,000.00 Permit Fee: $ Plans Submitted: YES NO Plans Reviewed: YES NO Business License# 612 Applicant License# 6717 Business Information: Property Owner/Job Location Information: Name: Braga Brothers, Inc. Name: Wellington Soares Street: 110 Breeds Hill Rd, Unit 5 Street: 100 Cypress Pt City/Town: Hyannis City/Town: Barnstable Telephone: 508-827-4260 Telephone: 508-778-5936 Photo I.D. required/Copy of Photo I.D. attached: YES NOX e,-- ?K7 Staff itial J-1 /M-1-unrestricted license J-2 /M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family x Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Institutional Other Square Footage: under 10,000 sq. ft. x over 10,000 sq. ft. Number of Stories: 2 Sheet metal work to be completed: New Work: x Renovation: HVAC x Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: Supply and install 2 Hydro Air Handlers to serve whole house with heating and cooling. -1-f} f vas c� A X"' �(ov r w�'L/ kcu,4 o2.57-, 01-24-' 18 09:18 FROM- T-488 P0001/0001 F-756 q Town of Barnstable e Regulatory Services � �Nsrneca, is Huss , Thous F.Goiter,'Director �►�, Building Di vision Tom perry,Building ComMssioner , 200 Mak Street,fl�annis,MA 02601 www.town.barnstable,W s.us � z Q Office: 508-962-403 8 P 508-79f--6230n z en c?� a w rTIV Property Ownet Must Complete acid Sign TD.x7isg Section j If IJsiri . wilder I, Wellington Soares as Owner of the subjectpzoperty hereby autho=e Braga 15rj2thurs, InrAlex Braga to act on my behalf, in all matters relative to work authorize d b this bil ' Y o pert. 100 Cypress point, Barnstable (!Address of Job) **Pool fences and alarms are the responsibility of th.e applicant. fools are not to be £filled before fence is installed and pools are of to be utilized until all fiaal inspections are performed a' epted. Sipature f OWIDerj a e of.Applicant Wellington Soares Alex Braga _ Print Name Print Name ^_ 01/22/2018 Date Q;FOPM3:OWNERPERMIM810NPOOLS I cOV— ED��� - ATIO �I Xs C.J. „ -------- --------- --------------------- p STEPS DH DH = 9TEP9 GLAS GLASS ' ----------------- IDEF ,yb+ s i 12'SLIDER -� DH GLASS 9'-6`>a (H SIZED 9.5" LVL's (A SIZED L Lb H7ADER 24X2 ....- I - <V Q Q W S m 9 I/2" EN I JOIST p p OVE ER MANUF, INING MASTER x ---- W 3 GREAT BEDROOM i Q _ N N ROOM i 9-1/2" ENG 1 JOIST R r z z ---- N p ABOVE PER MANUF, a wEN�i. I JOIST—� — O ----- ------------------------==-------- ABOVE ER MANUF. N ,�� �(� U KITCHEN A 9-1/2" ENG. I OI T to o �n1 UF. N N 8 Q {� V f ABO E PER M (0)SI ED 9.5 LVL s o24fPr � Jp (K)SIZED 9.5"LYL's ABOVE (-_ ® i.6'-O' ------ ---------- ------------------ G �q STORAGE 0 Y STORAGE CLOSET ';� _____ ---- r-a• 2'b' `4 T° (F)SIZED 9.5" LVL's m e . I �QCV ------ -- ----------- ---- _ _ ___ — _ 9 n . • u _ ---- OFFICE Q . LAy, m ------. N _ N n CEILING LINE M/BATH 2-s^ FOYEID R CdTHEORGL I�9-I/2' ENG I JOIST ® e o -----a - b i ABOVE P R MANUF. / m n a = SIZED WS SEAM (N SIZED DH DH SHOWER m SHOWER 9.5"LVL'9 2 �a GL. ',LASS 15/8" F.G. DRYWALL Q ya> 4x2a g WALLS t CEILING. W _ _ - (Q _________ ______________ ______ [ _________ __- .TUB - Q - - -- _ q'_p"- sEar FUnT GLASS _ - TYP.4 THK 0 OVAL CE ' U 2OX16 DH DH GLASS GLASS W/FIBERMESH N1 GONG.SLAB N GARAGE 24"X36 O Q S 24X22 24X22 0 N OR El31JAL. `-9 TEMP. TEMP. LLl _ £ ry @co _ — COVERED Q —PORCH F—9-1/2" ENG, I JOIST—3 F—9-1/2" ENG, I JOIST zn CUSTOM COLUMNS ABOVE PER MANUF. ABOVE PER MANUF. H I STEP x --------------------------- --------------• 4'-l`3a" ------- l'2" ------- Id 6 a i 22'-&" .o Q ' N J N �7 Q FIRST FLOOR FLAN O" ;12'- 2'S" 4'4" 5 O" 5'2" 8'6" 2'8" -I'-6" Z-6" 24'-0" 12'-0" 16'-4" 15'-O" 6-T-4" 44'-6" ROOFMilli 11".111111 ,0 -- __ -- _ _- _ ROOF DHr& D DH - H in N GLASS ASS 6S ASS GLSS GLASS GLA S 24X22 24 2 24X 2 2� 22 24 2 24X22 2 N vi \ N J Q 14-10 14-10" 14'_IO" u J n S STORAGE O U U BEDROOM 04 U p BEDROOM •3 U ' n uT — INI m m BEDROgM-2 OO -------------------------------------------- N 16'-10" (4x14 y��Y 44 U O HERS O O°•TUB/HOWER O ., �yxl4 N @ O I LANDING 10 T-T/4 9'-l" T-IOW' 'O" RAILING _________________________________________ BATH = f r (P)SIZED VL i g II I HEADER BOVE :Q X : CEILI -'-"' "'---- - NGLINE - II " i _________ . '_. ._________ �Q Ip II - STORAGE AILING F WTI.rFOYER BATH LAUNDRY -a BELOW O OVAL 5'-63jau 9'-Iliq" T-211qx 0 m n F 2X12 G.J. —� 5 r _ _ — _ 15'O" - --- --- - - --- -- --- - AREA , IIW G //''^^ y����'''yy FLAN y� �4'-O" _14'-a" 4'-O"ry 6ECOI D FLOOR I—L1�'tl�l M in 4'-0" 9'-3%4" 4'-0" 12'O" 24'-0" 26'-%" i Page 1 Residential Heat Loss and Heat Gain Calculation 1/13/2018 In accordance with ACCA Manual J Report Prepared By: Braga Bros. Inc For: Wellington Soares 100 Cypress point Yarmouth Port, MA 02675 Design Conditions: Cape Cod Indoor: Outdoor: Summer temperature: 75 Summer temperature: 90 Winter temperature: 72 Winter temperature: 0 Relative humidity: 55 Summer grains of moisture: 100 Daily temperature range: High Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Whole House 6,273 sq.ft. 42,806 14,781 57,587 141,460 ( 5 tons ) First Floor 19,549 9,090 28,639 69,401 All Rooms 1,936 sq.ft. 19,549 9,090 28,639 69,401 Infiltration 6,067 7,250 13,317 39,615 -Tightness:Avg.; Winter ACH: .7 ; Summer ACH: .4 Duct 0 0 0 6,309 -Supply above 120; Enclosed in unheated space; R-6 People 8 2,400 1,840 4,240 0 Miscellaneous 2,400 0 2,400 0 Fireplace 0 0 0 4,580 - Best-combustion air from outdoors, glass doors, damper Floor 1,936 sq.ft. 0 0 0 5,297 - Over unheated basement; Hardwood or tile; R-13 (3.5-4 inch) N Wall 307.4 sq.ft. 251 0 251 1,328 -Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Window 3.7 sq.ft. 78 0 78 147 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 3.7 sq.ft. 78 0 78 147 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(3) 2.2 sq.ft. 46 0 46 87 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(4) 4 sq.ft. 84 0 84 159 - Double pane; Wood frame; Clear glass Page 2 Wellington Soares 1/13/2018 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) - No inside shading; Coating: None (clear glass); No outside shading. Window(5) 4 sq.ft. 84 0 84 159 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(6) 6 sq.ft. 126 0 126 238 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Door 21 sq.ft. 103 0 103 544 -Wood; Hollow; Metal storm E Wall 337.6 sq.ft. 275 0 275 1,458 -Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Window 7.2 sq.ft. 504 0 504 286 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 7.2 sq.ft. 504 0 504 286 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None(clear glass); No outside shading. S Wall 198.5 sq.ft. 162 0 162 858 -Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Window 8.3 sq.ft. 299 0 299 329 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 7.2 sq.ft. 259 0 259 286 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(3) 12 sq.ft. 432 0 432 476 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Glassdoor 42 sq.ft. 1,512 0 1,512 1,666 -Sliding glass door; Double pane; Wood or vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Glassdoor(2) 84 sq.ft. 3,024 0 3,024 3,332 -Sliding glass door; Double pane; Wood or vinyl frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. W Wall 343.7 sq.ft. 280 0 280 1,485 -Wood frame, with sheathing, siding or brick; R-19 5 1/2 in.; none Window 8.3 sq.ft. 581 0 581 329 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Second Floor 21,757 4,541 26,298 63,918 All Rooms 2,401 sq.ft. 21,757 4,541 26,298 63,918 Infiltration 1,875 2,241 4,116 12,244 -Tightness:Avg.; WinterACH: .7 ; SummerACH: .4 Page 3 Wellington Soares 1/13/2018 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Duct 1,036 0 1,036 5,811 -Supply above 120; Exposed to outdoor ambient; R-8 People 10 31000 2,300 5,300 0 Miscellaneous 1,200 0 1,200 0 Floor 2,401 sq.ft. 1,008 0 1,008 13,830 -Over garage or open crawl space; Hardwood or tile; R-11 (3-3.5 inch) N Wall 373.2 sq.ft. 406 0 406 2,150 -Wood frame, with sheathing, siding or brick; R-13 4 in.; none Window 3.7 sq.ft. 78 0 78 147 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 3.7 sq.ft. 78 0 78 147 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(3) 2.7 sq.ft. 57 0 57 107 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(4) 2.7 sq.ft. 57 0 57 107 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. i Window(5) 6 sq.ft. 126 0 126 238 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. E Wall 380 sq.ft. 413 0 413 2,189 -Wood frame, with sheathing, siding or brick; R-13 4 in.; none Window 8.3 sq.ft. 581 0 581 329 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Window(2) 3.7 sq.ft. 259 0 259 147 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. S Wall 366.3 sq.ft. 399 0 399 2,110 -Wood frame, with sheathing, siding or brick; R-13 4 in.; none Window 25.7 sq.ft. 925 0 925 1,020 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. W Wall 382 sq.ft. 416 0 416 2,200 -Wood frame, with sheathing, siding or brick; R-13 4 in.; none Window 10 sq.ft. 700 0 700 397 - Double pane; Wood frame; Clear glass - No inside shading; Coating: None (clear glass); No outside shading. Ceiling 2,401 sq.ft. 9,143 0 9,143 20,745 - Under ventilated attic; R-7 (2 -2.75 inch); Dark Page 4 Wellington Soares 1/13/2018 Building Component Sensible Latent Total Total Gain Gain Heat Gain Heat Loss (BTUH) (BTUH) (BTUH) (BTUH) Basement 1,500 1,150 2,650 8,141 All Rooms 1,936 sq.ft. 1,500 1,150 2,650 8,141 Infiltration 0 0 0 0 -Tightness:Avg.; WinterACH: .7 ; SummerACH: .4 Duct 0 0 0 740 -Supply above 120; Enclosed in unheated space; R-6 People 5 1,500 1,150 2,650 0 Floor 1,936 sq.ft. 0 0 0 3,345 - Basement floor, 2' or more below grade; Concrete; Not applicable W Wall BelowGr 352 sq.ft. 0 0 0 1,014 - ICF, extends over 5' below grade; not applicable; R-12 to R-14 N Wall BelowGr 352 sq.ft. 0 0 0 1,014 - ICF, extends over 5' below grade; not applicable; R-12 to R-14 E Wall BelowGr 352 sq.ft. 0 0 0 1,014 - ICF, extends over 5' below grade; not applicable; R-12 to R-14 S Wall BelowGr 352 sq.ft. 0 0 0 1,014 - ICF, extends over 5' below grade; not applicable; R-12 to R-14 Whole House 6,273 sq.ft. 42,806 14,781 57,587 141,460 ( 5 tons ) HVAC-Calc Residential 4.0 by HVAC Computer Systems Ltd. 888 736-1101 Load calculations are estimates only,actual loads may vary due to weather and construction differences. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIOiN Map Parcel 010 09S Application # — Health Division Date Issued Conservation Division BUILDING DEPT. . Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ HTa(A sN OF BARNSTABLE Project Street Address ti O 0 Village II��1�� �46 v�'�1 Owner // * k6care� Address ff POINT 01C Telephone719 3316 a-7-7 Permit Request Cll , 6k'%-v e- �A c vu 5`►'L,kL Square feet: 1 st floor: existing proposed A76 2nd floorAxi5tf ��proposed IN I Total new 3g7-3 Zoning District RR Flood Plain Groundwater Overlay Construction Type W o-OA- vh� , Lot Size /d y, 061 f s&?-r I Grandfathered:. ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Id Two Family ❑ Multi-Family (# units) Age of Existing Structure A1. Historic House: ❑Yes ❑ No On Old King's Highway: V(Yes ❑ No Basement Type: 5d Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) © Basement Unfinished Area (sq.ft) t-7 Number of Baths: Full: existing new 3 Half: existing new Number of Bedrooms: existing Y new Total Room Count (not including baths): existing new First Floor Room Count 3 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name (r6 (\ANNA . 1�ti�v c�►��c,� Telephone Number s R "7 W Address{` ` � License# ®ate /9/11 M14 Home Improvement Contractor# Email C t M�A 10 Q� UAAC-A-6 - V& Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN P f DATE SIGNATURE �1 7 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: �og� FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. i FT"E`T Town of Barnstable : . er►sr.�s�, Building Department-200 Main Street . Hyannis, MA 02601 "'FQ Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-17-2252 CO Issue Date: 5/30/2018 Parcel ID: 334-010-003 Zoning Classification: RF-1 Location: 100 CYPRESS POINT, BARNSTABLE Proposed Use: R-3: one or two family dwellings Name of Tenant: Sprinklers Provided: Gen Contractor: WILLI AM LIIMATAINEN Permit Type: Residential - Land Type of Construction: VB: Any building material permitted by code Design Occupant Load: 0 P Comments: 22 I � O Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Building Permit , Permit No. B-17-2252 Applicant Name: WILL IAM LIIMATAINEN BUILDER Approvals Date Issued: 08/03/2017 Current Use: Structure :. Permit Type: Building-New Construction-1 or 2 family Expiration Date: 02/03/2018 Foundation Residential MaP/Lo,t 334-010-003 Zoning District: RF-1 Sheathing: Location: 100 CYPRESS POINT,BARNSTABLE z WILLIAM LIIMATAINEN Framing: Owner on Record: GEMINIANI,MATTHEW P TR CfitE acne Oti/ /ab l n ntr ctor L ce s CS-001414 2 Address: 55 KING ARTHUR WAY Y ,�• zµs Est Tact Cost: $250,000.00 Chimney: MANSFIELD, MA 02048 Aai.• �e xff ee: $1,400.00 ,�k �✓sl— Description: CONSTRUCT NEW SINGLE FAMILY DWELLING W/ATrT` GHE, TWO CAR Insulation: i GARAGE $1,400.00 cite 8/3/2017 Final: y � -g-q Project Review Req: CONSTRUCT NEW SINGLE FAMILY DWE Plumbing/Gas /c./ 11`Z�(rf , CAR GARAGE ,s4 ,.we'!� F Rough Plumbing: !.t •l�� r Building Official Final Plumbing: d/f; i'•:S'•/ This permit shall be deemed abandoned and invalid unless the work hbri`@d bythis permit is commenced wit to si, cl ' after issuance. All work authorized b this permit shall conform to the a � Rough Gas: y p approved appi�cation and ttie approved construction docurrnen for w#adthis permit has been granted. All construction,alterations and changes of use of any building and s�ajlbe in compliance with the local'zoning aws and codes. 1 T8 Final Gas: C- This permit shall be displayed in a location clearly visible from acces tre rd and shall be maintained open fc� bhc etion for the entire duration of the work until the completion of the same. r\ Electrical The Certificate of Occupancy will not be issued until all applicable si reSby the uildang" Ii tCi S rti}Yi gthis permit. Service: Minimum of Five Call Inspections Required for All Construction Wor k 1.Foundation or Footing Rough: 2.Sheathing inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Depart Building plans are to be available on siteir Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT r , r Town of Barnstable Regulatory Services PLAM ' ` Richard V.Sca14 Director �y[l II hi h4si6n. Pant Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.ns Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ' I �� ,as Owner of the subject property hereby authorize (:eZd J�JV-M /b 4� \ fri,���� to act on my behalf in all matters relative to work authorized by this building pem it application for: (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. S' e o er Signature of Applicant Vtl M IWI to444,r ".x �0 y1�Gc.�J�2� Print N e Print Name r 1 �5 ) Date QYORNMOWNEUERMISSIONK OLS �I Town of Barnstable Regulatory Services o� Richard V.Scali,Director Building Division . * Paul Roma,Building Commissioner NAM 5 &�� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSK EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MALL.ING ADDRESS: cityhown state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section eP g 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing M,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMtTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,drat such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used-by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFLL.ES\FORMS\building permit fomis\EXPRESS.doc 06/20/16 Braqa Bros. Plumbing & Heating i May 28, 2018 To Town of Barnstable, Wellington Soares, owner of the property located at-100 Cypress Point, Barnstable decided not to have the 1st flooT master bathroom finished at this time. Also they are not going to have the gas stove. Please note them on the permits TP-18-58 and TG-18-88. Let us know if yo have any questions. Be egards, Alex Braga 110 Breeds Hill Road, Unit 5, Hyannis MA 02601 Phone: 508-827-4260 bragabros@comcast.net Visit us at www.bragabros.com and join us at www.facebook.com/bragabrothers t AWC Guide to Wood Construction in ugh Wind Areas:110 milli Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301 27.1.1)'1 Q Check 1.1 SCOPE Compliance WindSpeed(3-sec.gust)..................................................................................................................110 h WindExposure Category:................................................................................................................a.........�B 1.2.APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 02 stories 5 2 stories RoofPitch ..........................................................................(Fig 2)...........................................IA 14 s 12:'2 MeanRoof Height..............................................................(Fig 2)................................................4L ft 5 3T BuildingWidth,W...............................................................(Fig 3).........................................../"All ft 5 87 Building Length,L ..(Fig 3)........................................ G. Building Aspect Ratio(LN11) ...(Fig 4)....................................... ... ..Is s 3•.1 �— Nominal Height of Tallest Opening2 (Fig 4)............................... G'B ' 1.3 FRAMING CONNECTIONS General compliance with framing connections..:...........:. (fable 2)..................... i i� . ... .................. ................... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete............................................................................................................................... ConcreteMasonry.................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION1'3 �V 5/8'Anchor Bolts imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete o Bolt Spacing—general.........................................(fable 4)......................................a.. .. in. Bolt Spacing from endroint of late .................... .................... P 9 1 P ........(Fig 5)........... ...�-7 Bolt Embedment—concrete........................................(Fig 5)............................................ ''in. 7° BoltEmbedment—masonry.........................................(Fig 5):........................................... 0 in.>15 PlateWasher...............................................................(Fig 5)...............................................z 3'x 3'x'/.' 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)................................... Maximum Floor Opening Dimension............................... .(Fig 6)................................................�ft 512 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)....................................... Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Sheaiwall................(Fig 7)...... ........................................./ &�'ft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.... ..........(Fig 8).............,....................................... ft d Floor Bracing at Endwalls...................................................(Fig 9)........ ....................................... 5.......... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).................................... Floor Sheathing Thickness ........(per 780 CMR Chapter 55). Floor Sheathing Fastening..................................................(Table 2)...$d nails at 6 in edge/ 0L in field 4.1 .WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... S4 ft 510, Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)....................&in.5 24'o.c. WallStory Offsets ........................................................(Figs 7&8).......................................... ft s d 4.2 .EXTERIOR WALLS' Wood Studs Loadbearingwalls...................................................... (Table 5)..............................2xjC-- ft O in. Non-Loadbearing walls................................................(Table 5)..............................2x_f, -�_ft in. Gable End Wall Bracing I / Full Height Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length...............................................(Fig 11).............................................. Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................ O ft 2�0.9W and 2 x 4.Continuous Lateral Brace @ 6 ft o.c.. (Fig 11). ............................ .............................. or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 fL spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6). ... .......................... ft Splice Connection(no.of 16d common nails) ....:.......(Table 6). ....................................................... _T_ AWC Guide to Wood Construction in Sigh WIndAreas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Tables 7)....................................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(table 8). ..................................................... C;z Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans ........................................................(Table 9)..................................iA_ft 0 in.511 SillPlate Spans ........................................................(Table 9).................................. O ft_IL in.s 1 ' Full Height Studs (no.of studs)...................................(Table 9)........................................................ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(Table 9)............................ 12' Sill Plate Spans..........................: �ft_,'in.s 12' ................................(Table 9).................................. Full Height Studs(no.of studs)....................................(Table 9)........................................................ c9- Exterior Wall Sheathing to Resist.Upli t and Shear SimultaneousV Minimum Building Dimension,W o! Nominal Height of.Tallest Opening2 ............................................................................t5 6'8' SheathingType..............................................(note 4) ............................................ in. Edge Nail Spacing....................:...................(Table 10 or note 4 if less)....................... FieldNail Spacing...........................................(Table 10)................................................. in. Shear Connection(no.of 16d common nails)(Table 10)...................................................... _ Percent Full-Height Sheathing.......................(Table 10)....................................................._% T 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..................... Maximum Building Dimension,L �• Nominal Height of Tallest Opening2............... C b 5 6'8" ✓ ........................................................ note 4 ................................. 6�o ' Sheathing Type.............................................( )..................... Edge Nail Spacing..........................................(Table 11 or note 4 if less)....................... in. Field Nail Spacing.........................................(Table 11)................................................: in. Shear Connection(no.of 16d common nails)(Table 11)...................................................... _ Percent Full-Height Sheathing ..(Table 11)........................... ° 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?............................................................................................................................. 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) .....(Figure 19 ........... "ft s smaller of 2'or L/3 ,Roof Overhang .............................................. � 9 ) '�� Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U= ptf Lateral.............................................(Table 12).............................................L 1-7k Pt Shear..............................................(Table 12).............................................S=--z2 plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T=,W plf Gable Rake OuUooker.........................................(Figure 20)............. ®ft s smaller of 2'or Ll2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)..........,:................................U=Ali 71b. Lateral(no.of 16d common nails)...(Table 14).......................................L Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness.........................................................................................A in.Z 7/16'WSP Roof Sheathing Fastening ........(Table 2)........................... Notes: 1. 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 1.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: Comer Stud Hold Downs per Figure 18a and Figure 18tr 2. 'Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. f AWC Guide to Wood Construction in Sigh Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(7so CMR 5301.2.1.1)1 r � a ; i l FRAMNG tJE16317S ( I 1 1 � ED6E�lTERMF-MATE �� � AL STAGGERED i 3'MIX XAf1.PATMRN PAN& PAN EWE DOME NAL EDGE SPACING DETAL Detail Vertioal and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High MndAreas:410 mph.Wind Zone Massachusetts Checklist for Compliance(780 CAIR 5301.2.1.1)I 4• a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: 1. Panels shall be installed with strength a)as parallel to studs. I All horizontal joints shall occur over and be nailed to framing. ill. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -VA4M TM EDM REM ON FRAMDJG UW8d NALS A•rKI I-A • II 11 N 1 O 11 1•F 6 - F Ir I{O Q u Ir 4i 1 I I J 11 i'1 1 II .Q _ II II W 1 11 � • 1 � N II 1 11 It ' - .-r4 v .•I1 Y.Y Lrr ' tJAH.SPAG'M�N3 _�l t See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment ENERGY STAR Qualified Homes Thermal Bypass Inspection Checklist „ Home Address: City: VC_ State: Thermal Bypass Inspection Guidelines Corrections Builder . Rater NIA Needed Verified Verified 1. Overall Air Barrier Requirements: and Thermal Insulation shall be installed in full contact with sealed interior and exterior air barrier except for alternate to interior air barrier Barrier Alignment under item no.2 Walls Adjoining Exterior Walls or Unconditioned Spaces) All Climate Zones: 1.1 Overall Alignment Throughout Home 1.2 Garage Band Joist Air Barrier(at bays adjoining conditioned space) 1.3 Attic Eave Baffles Where Vents/Leakage Exist Only at Climate Zones 4 and Higher: 1.4 Slab-edge Insulation(A maximum of 25%of the slab edge may be / uninsulated in Climate Zones 4 and 5. 0/ Best Practices Encouraged,Not Re 'd.: 1.5 Air Barrier At All Band Joists(Climate Zones 4 and higher) 1.6 Minimize Thermal Bridging(e.g.,OVE framing,SIPs,ICFs) 2. Walls Adjoining Requirements: Exterior Walls or Fully insulated wall aligned with air barrier at both interior and exterior,OR Unconditioned Alternate for Climate Zones 1 thru 3;sealed exterior air barrier aligned with RESNET Grade 1 insulationfully supported Spaces Continuous top and bottom plates or sealed blocking 2.1 Wall Behind Shower/Tub 2.2 Wall Behind Fireplace 2.3 Insulated Attic Slopes/Walls 2.4 Attic Knee Walls 2.5 Skylight Shaft Walls 2.6 Wall Adjoining Porch Roof 2.7 Staircase Walls 2.8 Double Walls 3. Floors between Requirements: Conditioned and Air barrier is installed at any exposed fibrous insulation edges Exterior Spaces Insulation is installed to maintain permanent contact with sub-floor above including necessary supports(e.g.,staves for blankets,netting for blown-in) Blanket insulation is verified to have no gaps,voids or compression. Blown-in insulation is verified to have proper density with firm packing 3.1 Insulated Floor Above Garage 3.2 Cantilevered Floor t/ 4. Shafts Requirements: Openings to unconditioned space are fully sealed with solid blocking or flashing and any remaining gaps are sealed with caulk or foam(provide fire-rated collars and caulking where required) 4.1 Duct Shaft 4.2 Piping Shaft/Penetrations 4.3 Flue Shaft 5. Attic/Ceiling Requirements: Interface All attic penetrations and dropped ceilings include a full interior air barrier aligned with insulation with any gaps fully sealed with caulk,foam or tape Movable insulation fits snugly in opening and air barrier is fully gasketed 5.1 Attic Access Panel(fully gasketed and insulated) 5.2 Attic Drop-down Stair(fully gasketed and insulated) 5.3 Dropped Ceiling/Soffit(full air barrier aligned with insulation) 5.4 Recessed Lighting Fixtures(]CAT labeled and sealed to drywall) 5.5 Whole-house Fan(insulated cover gasketed to the opening) 6. Common Walls Requirements: Between Dwelling Gap between drywall shaft wall(i.e.,common wall)and the structural framing between units is fully sealed at all exterior Units boundary conditions 6.1 Common Wall Between Dwelling Units Home Energy Rating Provider: _P Rater Inspec!ion Date: ' Builder Inspection Date: Home Energy Rater Company Nam Builder Company Name: 12 Home Energy Rater Signature: G i c'. guilder Employee Signature: TOWN OF BARNSTABLE Z016 FIQ -8 Phi 3. 13 DIVISION M F1 CERTIFICATE OF INSULATION �� NATIONAL FIBER NATIONAL FIBER PART I-GENERAL ADDRESS OF RESIDENCE: 1;364 NAME &ADDRESS OF INSTALLER: nn P.O. Box 52 WestDennis,MA 09670 DATE OF INSTALLATION COMPLETION:. � '� PART II-AREAS INSULATED WALLS{ SQ. FT.) CIELINGS{ SQ. FT.) FLOORS ( SQ. FT.) TYPE OF INSULATION: 5�A ,4 POAK TYPE OF INSULATION:,5 FR-.,4y TAA4 TYPE OF INSULATION: MANUFACTURER: LA PC LA- MANUFACTURER: /;,4 i9OL/4 MANUFACTURER: R-VALUE AMOUNT R-VALUE AMOUNT R-VALUE AMOUNT INSTALLED INSTALLED INSTALLED INSTALLED INSTALLED INSTALLED ti PART III=CERTIFICATION ca I, CERTIFY THAT THE RESIDENCE IDENTIFIED IN PART I WAS,�NSULATED AS SPECIFIED IN PARS AND TH -n INSTALLATIONWAS CONDUCTED IN CONFORMANCE TO APPLICABLE CODES, STANDARDS, AND REGULATIONS. � Z cn N ]moo► •• W (AUTHORIZED SIGNATURE) N This certificate must be completed and prominently posted adjacent to all areas which are insulated with program funds. ®BolseCascade Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam\F1301 Dry 11 span I No cantilevers 1 0/12 slope August 1, 2017 07:16:27 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Soares Description:2nd floor ceiling beam P Address: Specifier: City,State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: II I 12i 1 1 1i l At LM03 BO 08-00-00 81 Total Horizontal Product Length=08-00-00 .Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 960/0 C,229/0 1,440/0 B1, 3-1/2" 960/0 1,229/0 1,440/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 roof Unf.Area(lb/ft^2) L F 00-60-00 08-00-00 15 30 " 12-00-00 2 ceiling Unf.Area(lb/ft^2) L 00-00-00 08-00-00 20 10 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 5,384 ft-lbs 55.9% 11"5% 3 04-00-00 End Shear 2,351 Ibs 42.4% 115% 3 00-10-12 Total Load Defl. L/365(0.248") 65.8% n/a 3 04-00-00 Live Load Defl. L/614(0.147") 58.6% n/a 6 04-00-00 Max Defl. 0.248" 24.8% n/a 3 04-00-00 Span/Depth 12.5 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x Value Support Member Material B0. Wall/Plate 3-1/2"x 3-1/2" 3,029 Ibs n/a 33% Unspecified B1 Wall/Plate 3-1/2"x 3-1/2" 3,029 Ibs n/a 33% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 r ®SolseCascade Double 1-3/4" x 7-1/4" VERSA-LAM®2.0 3100 SP Floor Beam\F1301 Dry 1 span No cantilevers 1 0/12 slope August 1,2017 07:16:27 BC CALC®Design Report Build.5966 File Name: BC CALC Project Job Name: Soares Description:2nd floor ceiling beam P Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness if verified by anyone who would ould rely on ut must be ver a output as evidence of suitability for particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered • wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=3-1/4" (800)232-0788 before installation. b minimum=3" d=24" BC CALCO,BC FRAMER®,AJS- Member has no side loads. ALLJOISTO,BC RIM BOARDTM,BCI®, Connectors are: 16d Sinker Nails BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Boise Cascade Quadruple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\FB02 BC CALC®Design Report Dry 11 span No cantilevers 1 0/12 slope August 1,2017 07:16:38 Build 5966 File Name: BC CALC Project Job Name: Soares Description:2nd floor girder H Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: 5 4i i 3 M- BO 13-00-00 B1 Total.Horizontal Product Length=13-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,040/0 2,894/0 3,510/0 B1, 3-1/2" 1,040/0 2,894/0 3,510/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf.Area(lb/ft^2) L 00-00-00 13-00-00 30 12 01-04-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 13-00-00 0 80 n/a 3 low roof Unf.Area(lb/ft^2) L 00-00-00 13-00-00 15 30 02-00-00 4 upper roof Unf.Area(lb/ft^2) L 00-00-00 13-00-00 15 30 16-00-00 5 ceiling Unf.Area(lb/ft^2) L 00-00-00 13-00-00 20 10 06-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 19,372 ft-Ibs 60.3% 115% 2 06-06-00 End Shear 5,337 Ibs 36.7% 115% 2 01-01-00 Total Load Defl. U274(0.548") 87.4% n/a 2 06-06-00 Live Load Defl. L/501 (0.301") 71.9% n/a 5 06-06-00 Max Defl. 0.548" 54.8% n/a 2 06-06-00 Span/Depth 15.8 n/a n/a 0 00-00-00. Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material o �WalUPlate 3-1/2"x 7" ' 6,404 Ibs n/a 34.9% Unspecified B1 Wall/Plate 3-1/2"x 7" 6,404 Ibs n/a 34.9% Unspecified Notes Design meets Code minimum(V240)Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 ®Bolas Cascade Quadruple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beam\FBO2 Dry 11 span No cantilevers 1 0/12 slope August 1,2017 07:16:38 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Soares Description:2nd floor girder H Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►I b d Completeness and accuracy of input must a be verified by anyone who would rely on a output as evidence of suitability for • r• • particular application.Output here based on building code-Eccepted design c properties and analysis methods. Installation of Bois Cascade engineered wood products must be in accordance with • • current Installation Guide and applicable building codes.To obtain Installation Guide 24 or ask questions,please call b minimum=2-1/2"d= " a minimum=2" c= (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJS- Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from ALLJOIST®,BC RIM BOARDTM,BCI®, each side. BOISE GLULAMTM.SIMPLE FRAMING Bolts are assumed to be Grade A307 or Grade 2 or higher. SYSTEM®,VERSA-LAM®,VERSA-RIM Member has no side loads. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Connectors are: 1/2 in. Staggered Through Bolt trademarks of Boise Cascade Wood Products L.L.C. f ®Boise Cascade Quadruple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\FB03 BC CALC®Design Report Dry 1 span No cantilevers 1 0/12 slope August 1, 2017 07:16:47 Build 5966 File Name: BC CALC Project Job Name: Soares Description:2nd floor girder beam 0 Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: : I 3 I I i1 p i I ED I I 1 'min _ ._ :.W 80 16-00-00 81 Total Horizontal Product Length=16-00-00 i Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO 2,240/0 1,722/0 B1 2,240/0 1,722/.0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 7 2nd floor Unf.Area(lb/ft^2) L 00-00-00 16-00-06 30 12 01-64-00 2 wall Unf. Lin.(lb/ft) L 00-00-00 16-00-00 0 60 n/a 3 Unf. Lin. (lb/ft) L 00-00-00 16-00-06 240 120 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 15,438 ft-Ibs 55.3% 100% 1 08-00-00 End Shear 3,487 Ibs 27.6% 100% 1 00-11-08 Total Load Defl. L/274(0.693") 87.7% n/a 1 08-00-00 Live Load Defl. U484(0.392") 74.4% n/a 2 08-00-00 Max Defl. 0.693" 69.3% n/a 1 08-00-00 Span/Depth 19.9 n/a : n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x Value Support Member Material TO-Hanger 2"x 7" 3,962 Ibs n/a 37.76/o Hanger B1 Hanger 2"x 7" 3,962 Ibs n/a 37.7% Hanger Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 l ®Boise Cascade Quadruple 1-3/4'' x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\FB03 Dry 1 span No cantilevers 1 0/12 slope August 1,2017 07:16:47 BC CALC®Design Report Build 5966 File Name: .BC CALC Project Job Name: Scares Description:2nd floor girder beam O Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure r�l b d accuracyCompleteness and be veri ed by anyo ewho u t would re must rely on f a output as evidence of suitability for • r• • particular application.Output here based on building code-accepted design c properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with • • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=5-1/2" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER®,AJSTM Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from ALLJOISTO,BC RIM BOARDTM,BCI®, each side. BOISE GLULAMTM,SIMPLE FRAMING Bolts are assumed to be Grade A307 or Grade 2 or higher. SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Connectors are: 1/2 in.Staggered Through Bolt trademarks of Boise Cascade wood Products L.L.C. r ®Boise cascade Double 1-3/4" x 9-1/2" VERSA-LAMB 2.0 3100 SP Floor Beam\FB04 Dry 2 spans No cantilevers 1 0/12 slope August 1, 2017 07:16:56 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Soares Description:2nd floor girder F Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: 2 i r - ,,tr BO is-oo-oo B1 oa-oo-o0 62 Total Horizontal Product Length=18-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live 90,3-1/2" 999/5 1,954/0 2,N2/0 B1, 5-1/4" 2,632/0 5,173/0 5,923/0 B2, 3-1/2" 349/855 0/995 0/1,532 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref..Start End 100% 90% 115% 160% 125% 1 2nd floor Unf.Area(lb/ft^2) 00-00-00 18-00-00 40 12 01-04-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 18-00-00 0 60 n/a 3 ceiling Unf.Area(lb/ft^2) L 00-00-00 18-00-00 20 10 06-00-00 4 roof Unf.Area(lb/ft^2) L 00-00-00 18-00-00 15 30 13-00-00 Controls Summary Value %Allowable Duration Case Location Pos Moment 11,611 ft-lbs 72.3% P 115% !8 05-08-13 Neg. Moment -14,493 ft-lbs 90.3% 115% 13 14-00-00 End Shear 3,558 lbs 49% 115% 8 01-01-00 Cont. Shear 5,536lbs 76.2% 115% 13 12-11-14 Total Load Defl. L/252(0.656") 95.3% n/a 8 06-03-08 Live Load Dell. L/453(0.365") 79.5% n/a 23 06-03-08 Total Neg. Defl. U999(-0.041") n/a n/a 8 15-06-09 Max Defl. 0.656 65.6% n/a 8 06-03-08 Span/Depth 17.4 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing SSupports Dim.(L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 3-1/2" 4,385 lbs n/a 47 7% Unspecified B1 Post 5-1/4"x 3-1/2" 11,589 lbs n/a 84.1% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 0 lbs n/a n/a Unspecified Cautions Uplift o -2,786 lbs found at span 2- Right. Notes Page 1 of 2 ®Boise cascade Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beam\FB04 Dry 12 spans I No cantilevers 0/12 sloe August 1 2017 07:16:56 `BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Scares Description:2nd floor girder F Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: Design meets Code minimum(L/240)Total load deflection criteria. Disclosure Design meets Code minimum (L/360) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(1") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. output as evidence 3f suitability for particular application.Output here based Design based on Dry Service Condition. on building code-accepted design properties and analysis methods. Connection Diagram Installation of Boise-Cascade engineered wood products must be in accordance with �I b d current Installation Guide and applicable a building codes.To ootain Installation Guide • • • or ask questions,please call (800)232-0788 befo-e installation. c BC CALC®,BC FRAMER®,AJST ALLJOISTO,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, a minimum=2" c=5-1/2" VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood b minimum=3" d=24" Products L.L.C. Member has no side loads. Connectors are: 16d Sinker Nails ®BolseCascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SIP Floor Beam\171305 Dry 1 span ( No cantilevers 1 0/12 slope August 1,2017 07:17:05 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Soares Description:2nd floor girder K Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: BO 15-00-00 131 Total Horizontal Product Length=15-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearina Live Dead Snow Wind Roof Live B6,3 1/2" 400/0 1,635/0 1,913/.0 B1,3-1/2" 400/0 1,635/0 1,912/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 0 1 2nd floor Unf.Area(lb/ft^2) L 00-00-00 15-00-00. 4 12 ., 01-04-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 15-00-00 0 60 n/a 3 roof Unf.Area(lb/ft42) L 00-00-00 15-00-00 15 30 08-06-00 Controls Summary value %Allowable Duration Case Location Pos. Moment 12,501 ft-Ibs 51.9% 1150% 2 07-06-00 End Shear 3,035 Ibs 27.8% 115% 2 01-01-00 Total Load Defl. U275(0.634") 87.2% n/a 2 07-06-00 Live Load Defl. U510(0.342") 70.6% n/a 5 07-06-00 Max Defl. 0.634" 63.4% n/a 2 07-06-00 Span/Depth 18.4 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 5-1/4" 3,547 Ibs n/a 25.7% Unspecified B1 Wall/Plate 3-1/2"x 5-1/4" 3,547 Ibs n/a 25.7% Unspecified Notes Design meets Code minimum(1-/240)Total load deflection criteria. Design meets Code minimum(V360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 ®BolseCascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F13O5 BC CALC®Design Report Dry 1 span No cantilevers 1 0/12 slope August 1, 2017 07:17:05 Build 5966 File Name: BC CALC Project Job Name: Soares Description:2nd floor girder K Address: Specifier: City,State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure b d Completeness and accuracy of input must 1— be verified by anyone who would rely on a _• • output as evidence of suitability foe 0 0 particular application.Output here based on cl properties building and analysis methods. I • 1 • Installation of Boise Cascade engineered e 0 0 0 wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=4-1/2" (800)232-0788 before installation. b minimum=3" d=24" e minimum=3" BC CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARD-,BCIO, Nailing schedule applies to both sides of the member. BOISE GLULAMTM SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are: 16d Sinker Nails PLUS®,VERSA-RIMS, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. I ®Boise cascade Quadruple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\FB06 Dry 11 span No cantilevers 1 0/12 slope August 1, 2017 07:17:13 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Soares Description:2nd floor girder N Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: i I 4 ' i 2 1 I I I i 7 .,�,<x,a„�,...� . ""tee• i.�` BO 13-00-00 B1 Total Horizontal Product Length=13-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 780/0 2,693/0 4,095/0 B1,3-1/2" 780/0 2,693/0 4,095/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 upper roof Unf.Area(lb/ft^2) L 00-00-00 13-00-00 15 30 16-00-00 2 low roof Unf.Area(lb/ft^2) L 00-00-00 13-00-00 15 30 05-00-00 3 wall Unf. Lin. (lb/ft) L 00-00-00 13-00-00 0 20 n/a 4 ceiling Unf.Area(Ib/ft^2) L 00-00-00 13-00-00 20 10 06-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 20,532 ft-Ibs 640% 1150/6 2 06-06-00 End Shear 5,656 Ibs 38.9% 115% 2 01-01-00 Total Load Defl. U259(0.581") 92.7% n/a 2 06-06-00 Live Load Defl. L/429(0.351") 83.9% n/a 5 06-06-00 Max Defl. 0.581" 58.1% n/a 2 06-06-00 Span/Depth 15.8 n/a n/a 01 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x)N Value Support Member Material BO Wall/Plate 3-1/2"x 7" 6,788 Ibs n/a 36.9% Unspecified B1 Wall/Plate 3-1/2"x 7" 6,788 Ibs n/a 36.9% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 i®Boise cascade Quadruple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1306 Dry( 1 span No cantilevers 1 0/12 slope August 1,2017 07:17:13 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Soares Description:2nd floor girder N Address: Specifier: City,State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure r►I b d Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • r• • particular application.Output here based on building code-accepted design c properties and.analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with • • current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=5-1/2" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER®,AJSTM Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from ALLJOISTO,BC RIM BOARDTM,BCI®, each side. BOISE GLULAMTM,SIMPLE FRAMING Bolts are assumed to be Grade A307 or Grade 2 or higher. SYSTEM®,VERSP:LAM®,VERSA-RIM PLUS®,VERSA-RIM®, Member has no side loads. VERSA-STRAND®,VERSA-STUD®are Connectors are: 1/2 in.Staggered Through Bolt trademarks of Boise Cascade Wood Products L.L.C. ®Boise Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\FB07 Dry 1 span No cantilevers 1 0/12 slope August 1,2017 07:17:22 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Soares Description:slider header J Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: PO� y vat m„ aO 12-06700 131 Total Horizontal Product Length=12-06-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,583/0 2,838/0 3,000/0 B1,3-1/2" 1,583/0 2,838/0 3,000/0 . Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 2nd floor Unf.Area(lb/ft^2) L 00-00-00 12-06-Oo 40 12 01-04-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 12-06-00 0 80 n/a 3 roof Unf.Area(lb/ft42) L 00-00-00 12-06-00 15 30 16-00-00 4 ceiling Unf.Area(lb/ft^2) L 00-00-00 12-06-00 20 10 10-00-00 Controls Summary value %Allowable Duration Case Location Pos. Moment 18,199 ft-Ibs 49.6% 115% 3 06-03-00 End Shear 4,989 Ibs 36.6% 115% 3 01-03-06 Total Load Defl. L1446(0.324") 53.8% n/a 3 06-03-00 Live Load Defl. L/814(0.178") 44.2% n/a 6 06-03-00 Max Defl. 0.324" 32.4% n/a 3 06-03-00 Span/Depth 12.2 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 5-1/4" 6,275 Ibs n/a 45.5% Unspecified B1 Wall/Plate 3-1/2"x 5-1/4" 6,275 Ibs n/a 45.5% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1.of 2 i Bolas Cascade Triple 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beam\FB07 Dry 11 span I No cantilevers 1 0/12 slope August 1,2017 07:17:22 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Soares Description:slider header J Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure , �{b d Completeness and accuracy of input must a be verified by anyone who would rely on a • • output as evidence of suitability for o o particular application.Output here based c on building code-accepted design properties and analysis methods. • • Installation of Boise Cascade engineered e. o 0 o wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" C=6-7/8" or ask questions,please call (800)232-0788 before installation. b minimum=3" d=24" e minimum=3" BC CALC®,BC FRAMER®,AJS- ALLJOIST®,BC RIM BOARDT-,BCI®, Nailing schedule applies to both sides of the member. BOISE GLULAMT"" SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are: 16d Sinker Nails PLUS®,VERSA-RIM®,VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. T Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SID Floor Beam\FB08 Dry 1 span No cantilevers 10/12 slope August 1,2017 07:17:30 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Soares Description: 1 st floor girder C Address: Specifier: City,State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: s� 80 12-00-00 Bt Total Horizontal Product Length=12-00-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO,3-1/2" 2,700/0 897/0 B1,3-1/2" 2,700/0 897/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Descrietion Load Tyee Ref. Start End 100% 90% 115% 160% 125% 1 1st floor Unf.Area(lb/ft^2) L 00-00-00 12-00-00 40 12 ' ' 11-03-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 9,981 It-Ibs 47.1% 1 d0% ' 1 06-00-00 End Shear 2,947 Ibs 31.1% 100% 1 01-01-00 Total Load Defl. L/434(0.319") 55.3% n/a 1 06-00-00 Live Load Defl. U578(0.239") 62.3% n/a 2 06-00-00 Max Defl. 0.319" 31.9% n/a 1 06-00-00 Span/Depth 14.6 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO .. Wall/Plate ` 3-1/2"x 5-1/4" 3,597 Ibs n/a 26.1% Unspecified B1 Wall/Plate 3-1/2"x 5-1/4" 3,597 Ibs. n/a 26.1% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 ®Boise Cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\FBO8 Dry 1 span No cantilevers 1 0/12 slope August 1,2017 07:17:30 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Scares Description: 1 st floor girder C Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure �I b d Completeness and a curacy of input must a be verified by anyone who would rely on a • • • output as evidence of suitability for o o particular application.Output here based c on building code-accepted design properties and analysis methods. • • Installation of Boise Cascade engineered e ° ° ° wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=4-1/2" (800)232-0788 before installation. b minimum=3" d=24" e minimum=3" BC CALC®,BC FRAMER®,AJS- ALLJOISTO BC RIM BOARDTM,BCI®, Nailing schedule applies to both sides of the member. BOISE GLULAMT.,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-_AM®,VERSA-RIM PLUS®,VERSA-RIM®, Connectors are: 16d Sinker Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. I�BolseCaseade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\FB09 Dry 13 spans No cantilevers 1 0/12 slope August 1, 2017 07:17:39 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Soares Description: 1 st floor girder beam B Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: 3 4 Ar BO 10-06-00 B 1 B2 10-00-00 10-06-00 B3 Total of Horizontal Design Spans=31-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO 3,048/310 1,030/0 0/33 B1 8,268/0 4,302/0 1,846/0 B2 8,294/0 4,471 /0 2,009/0 B3 3,055/305 1,080/0 39/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Descrietion Load Type Ref. Start End 100% 90% 115% 160% 125% 1 1st floor Unf.Area(lb/ft"2) L P00-00-00 31-0 00 0 40 12 —�^� r 08-00-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 31-00-00 0 60 n/a 3 Reaction from Desi... Conc. Pt. (Ibs) L 11-00-00 11-00-00 400 1,635 1,913 n/a 4 Reaction from Desi... Conc. Pt. (Ibs) L 21-00-00 21-00-00 400 1,635 1,913 n/a 5 2nd floor Unf.Area(lb/ft^2) L 00-00.00 31-00-00 40 10 08-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 9,311 ft-Ibs 66.7% 100%, 2 26-03-07 Neg. Moment -11,088 ft-Ibs 79.4% 100% 5 20-06-00 End Shear 3,305 Ibs 52.3% 100% 2 21-05-04 Cont.Shear 5,660lbs 89.6% 100% 5 21-05-04 Total Load Defl. L/372(0.336") 64.4% n/a 2 26-00-04 Live Load Defl. U484(0.258") 74.40/6 n/a 25 .25-10-10 Total Neg. Defl. L,/774(-0.155") 31% n/a 2 15-07-08 Max Defl. 0.336" 33.6% n/a 2 26-00-04 Span/Depth 13.2 n/a n/a 0 00-00-00 Squash Blocks Valid Notes Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ 1/2 intermediate bearing Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Minimum bearing length for BO is 1-9/16". Minimum bearing length for B1 is 4-13/16". Minimum bearing length for 82 is 4-7/8". Minimum bearing length for B3 is 1-9/16". Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 ®BotseCascade Double 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\F1309 Dry 13 spans No cantilevers 1 0/12 slope August 1,2017 0.7:17:39 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Soares Description: 1 st floor girder beam B Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure �I b d— Completeness and accuracy of input must L� be verified by anyone who would rely on a I output as evidence o:suitability for 0 r 0 0 particular application.Output here based on building code-accepted design o properties and analysis methods. Installation of Boise Cascade engineered • wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" C=5-1/2" (800)232-0788 before installation. b minimum=3" d=24" BC CALC®,BC FRAMER®,AJST"" Connection design assumes point load is top-loaded. For connection design of side-loaded ALLJOISTO,BC RIM BOARD-,Bcl®, point loads, please consult a technical representative or professional of Record. BOISE GLULAMTM" SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-L AMO,VERSA-RIM PLUS®,VERSA-Rllvl®, Connectors are: 16d Sinker Nails VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. ®BolseCascade Quadruple 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beam\F1310 Dry 1 span No cantilevers 1 0/12 slope August 1,2017 07:17:47 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Soares Description: 1 st floor girder beam E Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: 2 3 s i r.3 E - All 13.00-00 BO 1311 Total Horizontal Product Length=13-00-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 4,290/0 1,750/0 B1, 3-1/2" . 4,290/0 1,750/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load TyQe Ref. Start End 100% 90% 115% 160% 125% 1 1st floor Unf.Area(Ib/ft^2) L: 00-60-00 13-00-00 40 12 12-06-00 2 wall Unf. Lin. (lb/ft) L 00-00-00 13-06-00 0 60 n/a 3 2nd floor Unf.Area(lb/ft^2) L 00-00-00 13-00-00 40 10 04-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 18,271 ft-Ibs 65.5% 100% 1 06-06-00 End Shear 5,033 Ibs 39.8% 100% 1 01-01-00 Total Load Dell. U291 (0.517") 82.5% n/a 1 06-06-00 Live Load Dell. U410(0.367") 87.9% n/a 2 06-06-00 Max Defl. 0.517" 51.7% n/a 1 06-06-00 Span/Depth 15.8 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.�L x W) Value Support Member Material BO Wall/Plate 3-1/2"x 7" 6,040 Ibs n/a 32.9% Unspecified B1 Wall/Plate 3-1/2"x 7 6,040 Ibs n/a 32.9% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Fastener Manufacturer:Simpson Strong-Tie, Inc. Page 1 of 2 ®Boise Cascade Quadruple 1-3/4" x 9-1/2" VERSA-LAMB 2.0 3100 SP Floor Beam\F131O Dry 11 span No cantilevers 1 0/12 slope August 1,2017 07:17:47 BC CALC®Design Report Build 5966 File Name:. BC CALC Project Job Name: Soares Description: 1 st floor girder beam E Address: Specifier: City,State,Zip:, Designer: Customer: Company: Code"reports: ESR-1040 Misc: Connection Dlaqram Disclosure b - d Completeness and accuracy of input must ' be verified by anyone who would rely on a output as evidence of suitability for • • • particular application.Output here based e on building code-accepted design properties and analysis methods. • • • Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum= 1-1/2%=6-1/2" (800)232-0788 before installation. b minimum=6" d=24" e minimum= 1" BC CALC®,BC FRAMER®,AJSTM ALLJOISTO,BC RIM BOARDTM,BCI®, Beams 7 inches wide will be assumed to be either top-loaded only, or equally loaded from BOISE GLULAMTM SIMPLE FRAMING each side. SYSTEM®,VERSA-LAM®,VERSA-RIM Install Screws with screw heads in the loaded .I PLUS®,VERSA-RIM®, ply. VERSA-STRAND®,VERSA-STUD®are Member has no side loads. trademarks of Boise Cascade Wood Connectors are:SDW22634 Products L.L.C. ®Boise cascade Triple 1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam\FB11 Dry 1 span No cantilevers 1 0/12 slope August 1,2017 07:17:57 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Scares Description: 1 st floor girder beam D Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: MIS 10-02.00 BO B1 Total Horizontal Product Length=10-02-00 Reaction Summary(Down/Uplift) ;lbs) Bearing Live Dead Snow Wind Roof Live BO 3-1/2" 2,288/0 4,118/0 4,538/0 B1, 3-1/2" 887 i 0 1,364/0 1,385/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref: Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ftA2) L 00-00-00 10-02-00 40 12 01-04-00 2 Reaction from Desi... Conc. Pt. (Ibs) L 02-06-00 02-06-00 2,632 5,173 5,923 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 20,752 ft-Ibs 86.2% 115% 3 02-66-00 End Shear 9,161 Ibs 84.1% 115% 3 01-01-00 Total Load Defl. U328(0.355") 73.2% n/a 3 04-06-11 Live Load Defl. U592(0.197") 60.9% n/a 6 04-06-11 Max Deft 0.355" 35.5% n/a 3 04-06-11 .Span/Depth 12.3 n/a n/a 0 00-00-00 Squash Blocks Valid %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Wall/Pla a 3-1/2"x 5-1/4"_ 9,237 Ibs n/a 67% Unspecified B1 Wall/Plate 3-1/2"x 5-1/4" 3,068 Ibs n/a 22.3% Unspecified Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1")Maximum total load deflection criteria. Calculations assume member is fully braced. Design based on Dry Service Condition. Page 1 of 2 ®Boise Cascade Tripte 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor Beam\FB11 Dry 1 span I No cantilevers 1 0/12 slope August:1,2017 07:17:57 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Soares Description: 1 st floor girder beam D Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: Connection Diagram Disclosure b —d Completeness and accuracy of input must #— be verified by anyone who would rely on a output as evidence of suitability for 0 0 particular application.Output here based c on building code-accepted design l properties and analysis methods. • _L---• Installation of Boise Cascade engineered e 0 0 0 wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,pleats call a minimum=2" c.=4-1/2" (800)232-0788 before nstallation. b minimum=3" d=24" e minimum=3" BC CALC®,BC FRAMER®,AJSTM ALLJOISTO,BC RIM BOARDT-,BCI®, Connection design assumes point load is top-loaded. For connection design of side-loaded BOISE GLULAMT"^ SIMPLE FRAMING point loads, please consult a technical representative or professional of Record. SYSTEM®,VERSA-LAM®,VERSA RIM PLUS®,VERSA-RIMS, Nailing schedule applies to both sides of the member. VERSA-STRAND®,VERSA-STUD®are Member has no side loads. trademarks of Boise Cascade Wood Connectors are: 16d Sinker Nails Products L.L.C. ®Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\FB12 Dry 3 spans I No cantilevers 1 0/12 slope August 1,2017 07:18:06 BC CALC®Design Report Build 5966 File Name: BC CALC Project Job Name: Soares Description: 1 st floor girder beam A Address: Specifier: City, State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: a 2 I i3 41 k � gnQ . � ` r . 14-01-00 B1 62 16-11-00 15-06-08 BO B3 Total of Horizontal Design Spans=46-06-08 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live BO 4,436/585 1,852/0 263/0 B1 21,470/0 12,997/0 5,846/0 B2 12,988/0 3,847/0 0/229 B3 5,577/485 1,714/0 42/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 1st floor Unf.Area(lb/ft^2) L 00-00-00 18-00-00 40 12 16-03-00 2 1 st floor Unf.Area(lb/ft^2) L 18-00-00 30-00.00 40 12 12-06-00 3 1 st floor Unf.Area(lb/ft"2) L 30-00-00 46-06-08 40 12 20-00-00 4 Reaction from Desi... Conc. Pt. (Ibs) L 11-06-00 11-06-00 887 1,364 1,385 n/a 5 Reaction from Desi... Conc. Pt. (Ibs) L 13-06-00 13-06-00 2,288 4,118 4,538 n/a 6 Reaction from Desi... Conc. Pt. (Ibs) L 14-00-00 14-00-00 7,236 3,448 n/a 7 wall Unf. Lin. (lb/ft) L 00-00-00 18-00-00 0 60 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 24,976 ft-Ibs, 58.7% 100% 2 39-07-11 Neg. Moment 25,659 ft-Ibs 60.3% 100% 4 14-01-00 End Shear 6,160 lbs 39% 100% 2 32-01-10 Cont.Shear 11,651 Ibs 73.8% 100% 4 12-11-06 Total Load Defl. L1363(0.514") 66.1% n/a 2 39-02-11 Live Load Defl. U460(0.406") 78.3% n/a 13 39-00-03 Total Neg. Defl. U712(-0.285") 33.7% n/a 2 22-07-10 Max Defl. 0.514" 51.4% n/a 2 39-02-11 Span/Depth 17.1 n/a n/a 0 00-00-00 Squash Blocks Valid Notes Page 1 of 2 ®Boise Cascade Quadruple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\FB12 BC CALC®Design Report Dry 3 spans I No cantilevers 1 0/12 slope August 1, 2017 07:18:06 Build 5966 File Name: BC CALC Project Job Name: Scares Description: 1 st floor girder beam A Address: Specifier: City,State,Zip:, Designer: Customer: Company: Code reports: ESR-1040 Misc: Entered/Displayed Horizontal Span Lengths)=Clear Span+ 1/2 min.end bearing+ Disclosure 1/2 intermediate bearing Completeness and accuracy of input must Design meets Code minimum(U240)Total load deflection criteria. be verified by anyone who would rely on Design meets Code minimum(U360) Live load deflection criteria. output as evidence of suitability for. Design meets arbitrary(1") Maximum total load deflection criteria. particular application.Output here basedon building code-accepted design Minimum bearing length for BO is 1-1/2". properties and analysis methods. Minimum bearing length for B1 is 6-9/16". Installation of Boise Cascade engineered Minimum bearing length for B2 is 3-3/16 wood products must be in accordance with current Installation Guide and applicable Minimum bearing length for B3 is 1-1/2". building codes.To obtain Installation Guide Calculations assume member is fully brazed. or ask questions,please call Design based on Dry Service Condition. (800)232-0788 before installation. Fastener Manufacturer:Simpson Strong-Tie, Inc. BC CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARDTM,BCI®, Connection Diagram BOISE GLULAMTM,SIMPLE FRAMING b d SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIMS, a VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood • • • Products L.L.C. a minimum= 1-1/2%=8-7/8" b minimum=6" d=24" e minimum= 1" Connection design assumes point load is top-loaded. For connection design of side-loaded point loads,please consult a technical representative or professional of Record. Beams 7 inches wide will be assumed to be either top-loaded only,or equally loaded from each side. Install Screws with screw heads in the loaded ply. Member has no side loads. Connectors are:SDW22634 y 6 �? zr.2✓`.�'tr t�i t +�'F' l,� 3' f�' `Sf �� ZS<��7�e � ��4 � � �$✓`� z fr F� ��'�� � �N� irk 4 }"° � y s„�,�� 3�' �{` 54 s ww�5 n� 2 m S a t a, r fy R+b I TOWN OF BAR TABLE 11317 :'119 ' C7 pjrl 7: 1 ' =a i z i� 4 4 c,°x',`., < ✓,.. r'3r, ^ ;. :',�.«r,",:. l y�,>, ..,� as 14 fir" 3 .., ✓ .n:Y. .. .. , r..,.. s.... K. �....• .. nVIV J. , is :set,/x.. / .....«.a, .....s T.... {5«> /.. ,;..: r..., i t / /5- 5 r,-. ,�w :.. � 5/ ::: z3^ �s'rg �l'A' g�9' '�✓/3�y� �'i ."r �l'j�y� y,; - a�` x L;. ,� - -- .�: y�/�" >w �" '`�'"-r//�.�. 8st %/i%/y �i_' /y''y��'`�r.<✓i/ey / f s ar+ gr 71 Vi ` 15, WA \ �.w .r V `nr3 2 a' e a. "n e01 „ ✓ r 7017 V 17 Al,[I 7: Mckechnie, Robert From: Rick Pfautz <RPfautz@barnstablefire.org> Sent: Wednesday, May 23, 2018 5:40 PM To: Mckechnie, Robert Subject: 100 Cypress Point Hi Bob, Just letting you know that I inspected and signed the paper copy of building permit at 100 Cypress Point(permit#B-17- 2252). No Fire tab in View Permit for me to approve. Have a good day Rick Deputy Fire Chief Barnstable Fire Department 508-362-3312 Fax: 508-362-8444 rpfautz@barnstablefire.org 1 was teu r•soa9 �6 aorc w-1 C('� wclxw norY.n rt uwrvw sert,4a,�s9iin �461��tYo ,yY90tA • e"m'••rr�• It0.41 yyyiWl9 S a all I { �a to ti1.H 179A —' Ln 4oast to ut fit'N au.ee EDiW t,War tTmq � t / { - I.ot,YJ"t . ��4EE • C t,tr Kw s t 4.1 N.fe - • Mri•1i'p'� W I$ 7414 yy 1680'f %to•oe'OYr 441.tf 2i•,,,,tlb •t ►nv. CYPRESS POINT m'tws r is a r . Lot to a • 1 VAMAett 6 setsseM r B 4 $ Lo aotm RN iofq ,. r� NEtt' BEDFORD OAS B fDISDN E LIGHT COMPANYEr15fJMEM 4 ILOT ow KwY t9W1 .. � Se 40 I teta • f I esa'1eV1'r nt.o9 ` i - 1 PAN Of LAND, IN DARN STABLE,(CUN1, 4WD) MASS. 11 1In"tea"to Kan ew9awsm FOR US M5 41D tmnUTWe3,V WE MWIP _ a c9e46. �P C MAMOVID REALTY TRUST Motu u.tars fm.I"UMW%%* atom u,IM 400 ppn�'1pJLa'tr-w�R�"a mm scut m rnt . males t nusr4�C.1"W4".4tti. It�M7n.P,t IM4Y6We BPa9 t K"&a.tC LN K 64 Yd(-mm ti 141 REScheck Software !Version 4.6.1 Compliance .Certificate Project Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 100 CYPRESS POINT WELLINGTON SOARES BARNSTABLE,MA 774-836-5877 Compliance: 2.8%Better Than Code Maximum UA: 288 Your UA: 280 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 2,400 49.0 0.0 0.026 62 Wall 1:Wood Frame, 16"D.C. 2,800 21.0 0.0 0.057 160 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,750 30.0 0.0 0.033 58 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the RE eck Inspection Checklist. Name-Title Signature Dat Project Title: Report date: 06/15/17 Data filename: C:\Users\karson.RICH I ES\Documents\ra ndy botelho\WELLINGTON.rck Pagel of 8 Mckechnie, Robert From: Mckechnie, Robert Sent: Wednesday,August 02, 2017 9:30 AM To: 'William Liimatainen' Subject: RE:application for 100 Cypress Point Hi Bill, Sorry, I haven't gotten all of my phone messages yet. If the aspect ratio was correct I wouldn't have any problem with the numbers. No matter how you look at the plan,the footprint is 67'4"x 51'8" (page 4 of 10)and the 67'4" divided by 51' 8", 1 agree, is right around 1.30:1. Per the code,the aspect ratio is then rounded up to 1.50:1 . The submitted plan.and values are all based on the aspect ratio of 1.25:1.Therefore,the information on page 9 and the checklist(and page 10) is not valid and needs to be corrected. The desi ner will have to orrect page 9 and then submit corrected copies but you can correct the checklist. (j(G o p 3 r ,z 19 G�g ( I As far as the fire protection of the I-Joists: several ways, 1-sheetrock,2- mineral wool or other fire rated insulation resting on the bottom flanges between the I-joists,or,3-the armor coated I-joists. I hope this has helped to answer your questions. Please contact me with any other thoughts or questions, Thank you, Bob' Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 From: William Liimatainen [mailto:willy101@comcast.net] Sent: Wednesday, August 02, 2017 8:59 AM To: Mckechnie, Robert 4 Subject: RE: application for 100 Cypress Point Good morning Bob, The numbers on the application were taken off the plan on page 10. There is a filled out checklist as well as a nailing schedule on that page as well. It also has diagrams illustrating the numbers that look like they were taken from the code book. Guess he wanted to.cover everything. Does that nailing schedule suffice or do you need me to copy it on its own sheet? When I divide his numbers I get 1.3:1. 1 will put whatever you want,just tell me how you want me to do it. Do you want me to come in and change and initial? I have the beam calcs in an email I will forward to you. The plan is following shortly. As a new requirement is there an alternative to rocking the basement ceiling? I assumed that was the only recourse. (wonder what they will come up with next year) I will await your reply. I left a message for you to call me. Thanks for your help. Bill 1 From: Mckechnie, Robert [mailto:Robert.McKechnie@town.barnstable.ma.us) Sent: Monday,July 31, 2017 11:22 AM To:willy101@comcast.net Subject:application for 100 Cypress Point Good Morning Bill, I have started the review of the application for the new house at this address and the following item(s) need to be addressed before a permit may be issued: 1.) The Massachusetts Checklist for Compliance needs to be corrected. A.)The aspect ratio of the structure is 1.50:1 and not 1.25:1 as presented. de' , ee-(?Cc&10-317 B.)The sheathing nail spacing must be filled out. 2.) The engineering data sheets from the supplier of the manufactured lumber must be submitted to us. 3.) How will the first floor I joists be protected as required by the code? ' � iscusse c t�1eJ(Iyl f r) 4- Please provide this information so that I can proceed with the review and issue the permit. VS Thank you, Bob Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 2 4 Affidavit of Substantial t-inanciai interest C Xf' ' 1, �1»1 Ll\o•W� 160- Of 0 7 oath depose and state as follows: • 1. I 'am an applicant for a building permit for the property located at Map , Parcel , The address.of the property is 1 c)o Cs, &6 2. 1 have O % legal.or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is iq.)c,vv2 17 , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name j Address 4. Within the last twelve months, from today's.date, which is k4c t,�C 1-? , 1 have had a 1% or greater legal or equitable interest in tine iollowing pi-operties which have been the subject of a buijding-permit application: Map/Parcel /a Address 5. Within this calendar year, i have submitted © building pen-nit applications-for property in which l have a 1% or greater legal or equitable interest. . 6. Within the iast ten days, 1 have submitted '"d. building permit applications for property in which I have a-1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for properly in which .1 have a 1%legal or equitable interest. 8. Within this month, I have received Q building permits for property in which I have a 1% legal or equitable interest. Signed under the painsand penalties of perjury,this-lq day of Awe. .200. 2001-00501a#iin 1 Q/LOT ERY/AFFIDAVIT . •_ B k 26992 P ra 39 *76839 r' ;1,2--2t;--•2ra12 A �1 s1��7a MASSACIMETTS WICLKM DUD TITLE NUT EXAMINED 0 1,MARIO GEMINIANI,having an address of 1708 Rio'Vista Drive,Fort Pierce,Florida 34949,for consideration paid,and in full consideration of less than one hundred dollars, grant to MATTHEW P. GEMINIANI, Trustee of the GEMINIANI FAMILY IRREVOCABLE TRUST, dated December 17, 2012 having an address of 55 King Arthur Way,Mansfield,Massachusetts 02048,see Trustee's Certificate recorded herewith pursuant to M.G.L.e. 184, §35, with qultclahn covenants the land together with the buildings and improvements thereon described in the attached Exhibit A. a° Subject to and with the benefit of all rights, rights of way, easements, appurtenances, reservations,and restrictions of record,insofar as the same are in force and applicable. Being the salve premises conveyed to MARIO GEMMIANI in a deed dated April 13, n 1984, and recorded with the Barnstable County Registry of Deeds in Book 4068, Pago 167. r p Witness my hand and seal on this 17'h day of December,20 ,/ 43EMB41ANI Rctum To: Cody&Cody,UC i Pino Hill Ddvb sullo s01 Quincy,MA 02169 (617)472•5151 Bk 26992 Pg 40 #76839 Commonwealth ofMassachuseas Plymouth,ss. December 17,2012 On this 171h day of December, 2012, before me, the undersigned notary public, personally appeared MARIO OEMINIANI,proved-to me through satisfactory evidence of identification,which was a driver's license,to be the person whose name is signed on the foregoing instrument, and acknowledged to me that she signed it voluntarily for its stated purpose. Witness my hand and official seal. [seal] Michael T. Cody,Notary Public, Commonwealth of Massachusetts My Commission expires:June 3,2016 Retum To: Cody&Cody,LLC l Pine Hill DnVe Suite 501 Quiney,MA 02169 (617)472-5151 Bk 26992 Pg 41 #76839 ,f. EXHIBIT A tAT 3 as shown on plan of land entitled "Plan of Land in aii?iiI;+h�EbU ummaguid}, glass. for Cummaquid ;Realty Trust, October 12, 1978, Scale P - 401, Edward E. Kelley, Rey. Land Burveyor•, Cummaquid, Hasa.", which plan is duly recorded in the Barnstable County Registry of Deeds in Plan Book 338t Page 80. - Is a i!;g: g tsiW".Y'. 4I t�.hex kith �i:�:'z+i. . irf: �v�Y.W. ai x. n1 ii e. fi. kin fab 'A>cS:v :ana �. ' t� a Biz'�'hr:an:` xa>3.> ad �itr.» a>I le :Cgg:t : iFegi y ;:im.0. 3; ft, egt4r j- :itiavAl" . d:.s3�Wow ext. pl+lin >cedQ id .; 8 �i?l; ' c- S wX. s V iec� 'f�ri•.:diuitinb�t: 1e� o,:ui ��ts•Yrililii. fair a11;. '�F�osas for:. I.-tdh.; b' s°-et `dra : i : k ;!rtibo xg�x>�Ynab :e a rtiro.�L ;tzn ,it�f ri l'. a: gh t0•C6iti11sisk said Promises are oonvayed subject to restx•iotiolns of reoord, as referred to in the deed to me fxom Stephen C. aones, Trustee of Golf Course Truett w1itoh dead its dated August 14, 1981, And is recorded in the Barnstable Registry of Deeds in Book 3344 Page 270, to which deed (reference may be made for my title. Rdum To: Cody&Cody,LLC I Pine Hill Drive Suite so 1 Quincy,MA 02169 (617)472-5151 BARNSTABLE REGISTRY OF DEEDS 10. CFPB-TRID: If Buyer's lender is required to provide Buyer new disclosures pursuant to Regulations Z and CFPB-TRID which will extend the time for performance,Seller agrees to extend the time for performance as required by said Lender without prejudice to the Buyer or to the Buyer's deposit,said extension not to exceed 8 business days,the time period required by the Amended Regulations under CFPB-TRIO, 11. The buyers and sellers,and their respective real estate agents,hereby understand that this transaction may be subject to the provisions of TRID,and as such,agree to provide to the Settlement Agent in a timely manner as set forth in the CFPB-TRID regulations,any and all information relative to adjustments between the parties or amounts to be included on the"Settlement Statement" or"Closing Disclosure", including but not limited to payoff statements indicating the full amount required to pay off any and all liens on the property valid through three business days following the closing date, annual HOA dues and ifany balance is owed,fuel value to be credited to seller at closing, final water and sewer bills,broker/agent commission statements and reimbursements,and the like. In addition,the parties hereby authorize the settlement agent to distribute closing disclosure forms and/or settlement statements at closing. 12. The Settlement Agent, Sean F. Eagan, Esquire, Massachusetts license number is 631826. Loan Originator's naive and license number is Listing agent name and license number: Buyer's agent name and license number:_-;Gom !;/77A ..If 7 Executed as a sealed instrument this day of SELLER: BUYER: 3 �:-Ilinttn..own■:- ■n ■n...... ■"■ '■In■Ine'nn.'nn■In , '.1tln IN........ .'t1.� � �,_ ��'■ A■.■■'.'n.'■'..."■.I■■.Its I,r. �..nt.l '■.'■■.'n.� 'n"1 ■"■1't.l■t'..m■.'1■■'■I■■'■1"■■1■'■■1■■t■1■'i-a_ - -.. n.. ..E€ _,n'■I■■nl,■'el1■1 le'1„'11■■'■1■■'■: .■1..EI■. I....... I....nnt'.■Y■nt'.IXI.In.'1 ■nun..r-�-- - --- —Yiii■.u'nnnnA. -- - .n■.'O.."'^- ■ ,€ E.t1.'t'.'t■.■an ..■u.■L't1.'tm q1...■I ■■■■.■■1 IO.-n.1■■.L.Im. ■.Oe.' - -�:.:, 11 I'O.O■.'■■.nn ■■ ■■ I.m.n'.mnn.:-. 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I,tu I �.. .i�ii�nii�nii�iii�nii� IIII�It..nE--€.�I.ne.'■�. 1111■11e1111 - / i • T 61-4 13,-0n 2'-S„ 2'-S" T,-4„ 2,-S„ T,$„ IT-10„ -------------- COVEREEM PATIO q � `i�'ti1 ) JJ•��lluu--116LUUllO00--" -------------------------------------- c� D STEPS DH DH ----- A GLASS P� �� ------------ Ap - O___ �ND ________ •rSLIDER ,� 44 12'SLIDER .vN9'-6�s (H)SIZED 9.5 I GLASS GLA9S� GLASS (J)SIZED L L..HEADER 24X24 24X24 24X24 •t q� 15'-8ks" QQ 16'-915" 14'-9Ya" �„ F 9 1/2"ENG.1 JOIST (a O O J ABOVE PER MANUF. 3p DINING 9 MASTER X GREAT BEDROOM 22 ROOM E—S-1/2"ENG. I JOIST a ---' N ABOVE PER MANUF, 17 - v _ E—9-I/2"ENG. I JOIST—� — O ---------- --------------------- QQNr m D ABOVE PER MANUF. U KITCHEN F 9-1/2"ENG. I JOIST—� r ABOVE PER MANUF. m (0)SIZED 9,5"LVL'e (IV SIZED 5.5"LVL�e ABOVE 0-_ IL ® (-------------------------------------------- [ a O 3'-9" N STORAGE P.SIZED STEEL COLU N > a'-0•G.o- STORAGE CLOSETh 2,$, (F)SIZED 9.5"LYL'S a[ :"- "„ ---- ------ - - - -- ---------- --- t.l( = ---- : : Y _Q ---------- -----__------- ------„-- ----- ---- OFFICE Q Q O LAV. Q - r �EIIMG uNE M/BATH D _ r v FOYER IF-9-I/2"ENG. I JOIST ® [ ---- m uruEDRAL a ABOVE PER MANUF (L)SIZED W BEAMI /\ _______ __ ______________ \/ a (N SIZED DH4 _ DP, Y uowER , 5/S' F.G.DRYWALL.: m 5.5'LvL'S 2' � GLASS GLASS Q Q 5 o WALLS CEILING._: W 24X24 24X2a 4'-0" r _ -_ -____-. 3 _________ _ _____________ _ - ' • � O 3'_9SEAT GLASS - R T-P.4 cEIUNG (j 2OXI6 DN DN m CONC.SLAB N GARAGE U O GLASS GLASS , Q W/FIBERMESP N j•-0• - - 24X22 24X22 N OR EfjUAL `—fl TEMP. TEMP. — _! N 0 OYERED Q ORCH - F-9-1/2"ENG,I JOIST I F 9-1/2"ENG, I JOIST—� (p USTOM COLUMNS - ABOVE PER MANUF. ABOVE PER MANUF. n I STEP j n19 15 j FIRST FLOOR FLAN 1 -011 6,_6„ ' 2,48" 4,-4" 5'-0" 5'-2„ 24'-0" f , BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE a/a/wo���OrD �0� 1�o CEO "lI J� Des tg�ns r7-2J-�� N JB S�_OF1Q_ I/4"•I'-O° SOARES RESIDENCE CUSTOM TWO STORY HOME WITH TWO GAR CsARACsE• i- (U LOCAL B II DIO CAODES AND ORDINANCES,M DES GI I S MAY NOY BE MELD RESPONSIBLE E O)MMUST BE DE MIRNEDFBY I-SALT BOIL CADITIONS AD ATCCEPTABLE (4)—IFTOBMU TURAL ELEMENTS FOR DESIGN g MVERIFY DEPTH, p0.BOXTB5 () FOR BITE CADITIONS OR FOR THE USE OF THESE DR ING5 DARING GON5TRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGIN 2 E6 AD BUILDING OFFICIALS. UFAT BARN9rABLE MA OMSS �50B1 494-9534 tr-, • d. 44'-6" 9's" ROO' ryo ODF PH PH PH - PH PH PH - PH GLASS GLASS GLA99 GLASS GLASS GLASS GLA S 24X22 24X22 24X22 24X22 24X22 24X22 24X a XTOR 14'-10.. 14'-10" 14'-10" - STORAGE O - • U .0 BEDROOM•4 U O BEDROOM•3 U p u o x e BEDROOM•2 ° 1 4 ---------------------------------------- ---- L/ :0 O 16,-10" _ U O HERS 4 2W a- W.I_C- O •D•„>B,HDWB3 O LS b O � 0 Q4'fs94" 1'-1V4" 9'-l" l'-1044" '-0" RAWNG _________________________________________ r n T- 5ATHr = ° m m - P)SIB LVL EADER ABOVE `EILING LINE---==--=-==------= - STORAGE W.IG. - FOYER LAUNDRY O a BELOW PH PH sf -LA 99 ® GLASS - 0 � � � '� � Y-•� m - 24X16 24X1 ' _ Y = OVAL 24"X96" m o 0 n F 2X12 C.J. — �5 -- ---- ----------- - - t, 4 UNFHOWED AREA X m � 4'-0" 14'-B" SECOND FLOOR PLAN F 4'-O" m DH _ DH - 4 GLASS GLASS M 24X22 24X22 12'-0., 12'-0F BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE SORES RESIDENCE CUSTOM tW0 StORY,HOME ' � � ' 5-23-I_ " JB OF10 1/4".I'-0" J Des lgns WITH TWO GAR GARAGE. W N POCAL B aDNG CODI F9 AAND ORD NANxCE49lB DRESGNSMAY OTB MHF1D RESPONS BLE 2 MUST SEIDETERMINED ST LOCAL SOIL CONDITIONS AND ACCEPTABLE �)vtTiIFEMENT Of ALL CONCRETE I—TINGS ALL-YDSITRUC RAL ELEMENTS FOR DESGN 0 gERIFY DEP H. P-O.BOX 1G8 . 22^• " ZI FOR 8RE CONDrtION.9 OR FOR THE USE OF THESE DRAWING9p1RSJCa CONSTRUCTIOK PRACTICES OF CONSTRUCTION.VERIFY DESIGN WRN LOCAL ENGINEER. WTH LOCAL ENGINEER AND BUILDING OFFICIALS. I(g3T BARNSTA9LE MA OAIM `�Bf 4. �� t H ap• ill'----- ------"qi ' E 2'-8" �'-4" �,-8" 33'-0" • S"CONCRETE WALL e DAMP.PROOFING CSA •°d' '.":APPROVED. G - CONC °p. • A; , POURED i- ---------'------- ----------`-------------------- -• �' •••'• -•2X6 KEY, a . •e d •'a Q __________ _________________ - ------------ C)SIZEDIWL'e - m ------------------------------- - - 10"X22"GONG.FTC.•' ^COMPACTED. RANULAIY^ N 'e•°p'°•°d'e• S P.TMF BASEMENT CONC.SLPO, _ W/O FI POLY Z D i -------_________i i� ; AND FIBERMESH 6 4" - DREG - _ FOOTING FOOTING DETAILS QTYP.36"X36" 8"X1 m 6(L N ' CONC.FTG.W/SIZED 8" CONCRETE WALL STEEL COLUMN 14'1" W Il" cq A)SIZED;LVL'B ----- - ---- -- ------ --- - - - ~je - JOIST di_� PER UF.( _�Q 2 MAN JABO 1z'-sw" m „ „ ! v �� E-91/ I m. oa ------------ IN E)SIZED 9.5" _ -� (v LVL'e ABOVELc Ul ---- ==i ------- ----- ---- �! jam q � Q, ____________ TYP.-30"X3O"XI9------- N M. - 6(L _ O A O CONC,FTG,W/3-1/2 RD,: CONC.FILLED COL. Z: Q _ tt --------------- LA s! '+� B II LATERAL UPLIFT Q - ANCHOR BOLT AND ' 3"X3"XI/4"PLATE WASHER , MAIN HOUSE SPACING 6 PT PLATE SHEA c GARAGE SPACING —_ --_—_—_ ' °• " O.C. ® .•° °. i"MIN. , ,� E po�•. pe�^<pe�•,ape• ® °p;�^<p;.•.epy,^ape.°.ap;. A _ ' ' FOUNDATION PLAN u FOUNDATION WALL �� Q �� " •n°°d•n�.°Q'A�.°d•• Y�d•o• �Q•°d•e•°On do do d•e 6"-12"FROM END ° d °• OF PLATES ___ __ ____ _ _________________________________ _______________________________ _ ____ _________ A a - . ape °d•e .°de .°d•e .°d•e ap•°• 12'-O" 61,-4n ap;e ap° Ap;• t • TYP. ANCHOR BOLT SPACING BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE j� f� (� Q SOARES RESIDENCE CUSTOM TWO STORY HOME lam.%l.�%lW%ol/ 0 01�1�(� L�✓U V�OI� LJ_23-1'� M JB ��OF�Q I/4%1'-0" J8 D�slgns WITH TWO CAR GARAGE, w N PLOC4L BU DNG fADF9 AND ORDNANCE,J DR",.NS`MAY NOTR BE HFi n REBPONSIwi F WMPLlAN­Tp ALLR)MUST BEI DETERMINED BY LOCAL BOIL CONDITIONS C��OP ALL AND ACCEPTABLE (4)v IPY SIT C RAL MlE I MS FOR OMIG-�TE�I�D�TM P.O.DOX mB ZI FOR BITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS WRING CONSTRUCTION. PRACTICES OF CONSTRUCTION.vER DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. nESI MRNBTASL.E HA Oa6�Ed (50B1 494-9534 r TYP.RIM TYP,2X&PT SILL . GIRDER BELOW 20 id <-S-1/2"ENG. I JOIST-� m PER MANUF. 1 Q - GIRDER BELOW N t --- --- --- --- -- --- -- -- -- --- --- -- --- --- -'- - -- --- -- -- --- - --- - --- --- - -- --- -- - - '-- ------ _ - -- -- - - ' Z ---------------- J �a 1 6 s1zED L�L'e n __________________ ' F 9-I/2"ENG.1 JOIST m TYP.RIM IZED LVL'e SIZED LVL HEADER BELOW PER MANUF. ; TYP.HANGERS L F S-1/2"ENG. I JOIST PER MANLLF. w mn f Q 4 z m N 3 oj�\ryQ" Do _ d 2X10 PT Z =a N = m [ZED LVL'e ~ IU al N a: T a LJ SIZED LVL'e TYP.HANGERS 2XIO P e I6"O.G. 'A Z y —m —a �P�J 3 P.HANGERS I3-2II ICI PT TYP. 12"DIAM.CONC.FILLED _ _• TUBE ON 24"X24"XI2"FTG. T-2" 10'-51h" OR EQUAL. ;; Q ,; BEARING WALL BELOW SIZED LVL'e m m __ SIZED LVL'e a FIRST FLOOR FRAMING FLAN E ry 3 - - SIZED WB BEAM T8 SIZED LVL Zth --------------'------------- N lz u- SECOND FLOOR FRAMING FLAN a / - - TTP.BLOGKIN6 o.c. 000pp0 00D DATE REVISION DRAWN BY PAGE SCALE /}� D�slg�ns BUILDER JOB ADDRESS DESIGN l�.%l.:/w,V m"O//,� nr--�,- Eslaivso co� do SCARES RESIDENCE CUSTOM TWO STORY HOME u)MU//�C�U 5-23-I� w JB •�oF1Q va"�r-o" WITH TWO GAR GARAGE. I fU PLOCAL —34 BU DMG CODES AND ORDMANCES B DRESIGN9 MAM NOTR BE MELD RESPONSIBLE DJ MIST BE DETERMINED BY LOCALGT BOIL CONDITIONS AND TIACOEPTABLE (41 vER1�eTRUO RAL ELEMENTS FOR O""N 81MERIF DEPTH. pa-X e ZFOR SITE OONOITIONS OR FOR THE USE OF THESE DRAWINGS DARING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WTN LOCH.ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. ffEeT BARMBTnn.a MA 026ld (508�494�9� rUl &2XS 16" IIOII.G.I' RIDGE VENT 2Xi2 RIDGE /2"ROOF SHEATHING •G. p e - 15e ASPHALT PAPER e . O f ASPHALT SHINGLES o ® pp pp pp pp pp '0 TYP.PLYWOOD GUSSETS --11---11---11---11---11-- n r 2X8'e 0 16"O.G. 2XI2'e G.J.o Jr."O.G. -- - -- - `- - - - --- --- --- -- --- --- OXI0 RAFTERS m Jr."O.C. 2X4'e o Jr.""O.G. 1/2"ROOF SHEATHING O UNFINISHED IS-ASPHALT PAPER AREA ASPHALT SHINGLES ` 3/4"'T/G PLY. x - NAILED•GLUED. 0. S-1/2"ENG. I JOIST <- -I/2" J IST-� 2XI0'e 0 Jr."O.C. R30 INSUL. SIZED WIO BEAM ST RAPPING 5/8"F.C.WALLBOARD 2X6'e o 16"O.G. GARAGE 1/2"WALL SHEATHING HOUSE WRAP OR EQUAL 2X12 RIDGE 2XI2 RIDGE SIDING 4"CONC,SLAB F 2XIO'e m 16"O.C. -_ - pU.�- ti4j� NAILE O.C. Q ' T, - - ______________ __________ U VL'e BELOWI r U=11W'U 2XIOb m Jr."O.G.-� 1^ I,7.O=� „ , t` CROSS SECTION (A) e ' x X� ---ti --- --- T t— T T RIDGE VENT �-j O - 2X12 RIDGE O O= O Q F 2X8'e m 16"O.G. 2X10 RAFTERS m 16"O.C. 1/2"ROOF SHEATHING ' e e n v - n� a 15•ASPHALT PAPER e SHINGLES , , 2X17e G.J.0 16"O.G. x UNFINISHED m AREA RIDGE VENT 2XI0 RIDGE 2X8 RAFTERS m Jr."O.G. - 3/4"T/G PLY. ROOF SHEATHING - NAILED 4 GLUED_ 4 15-ASPHALT PAPER _-O _- S-1/2"ENG. I JOIST 9-I OIST ASPHALT SHINGLES SIZED W10 BEAM - m R30 INSUL. - IX3 STRAPPING ROOF FRAMING PLAN _ 3-2XI0 T/G BRDS. ® 5/8"F.C.WALLBOARD I19TOM COLUMN .�� - 5/8"F.G.WALLBOARD S 2X6'e0 16"O.G. GARAGE 1/2"WALL SHEATHING COVERED - . HOUSE WRAP OR EQUAL PATIO SIDING 4"CONC.SLAB Y CROSS BE MON (C) CROSS SECTION (5) Q BUILDER JOB ADDRESS DESIGN qQ Q DATE REVISION DRAWN BY PAGE SCALE jPeaI ns n n n�0 ✓B �-23-I� N JB e�20F�Q I/4��"I,_O„ SOARES RESIDENCE CUSTOM TWO STORY HOME ' WITH TWO GAR GARAGE. LUI "'Low a_1D GODI M AAND ORDINANCCM. ,,DESIGNS AT NOTRBE META RESPONSIBLE �)I•WST EIDETERHINED BY LOCAL BOIL CONDITIONS AND ACCEPTABLE (1)VERIFY SIT CN E-EMENiBBFOR DMGN 1 MVERIFY DEP H. P.O.BOX)&S W INGS Kd.omen (50BJ 494-9534 O4 CNSRCTION PRATICS O ONSTRCTION VERIY DIGN W LOCAL ENGINER OFICI— B w%EZ I RIDGE VENT - - RIDGE VENT 2XI2 RIDGE - 2XI2 RIDGE ZXIO RAFTERS o I6"O.G. 2XI0 RAFTERS o 16"O.G. 2XI0 FIR RAFTERS o I6"O.C. I/2"ROOF SHEATHING 2XI0 RAFTERS o I6"O.C. I/2"ROOF SHE, 1/2"ROOF SHEATHING 15•ASPHALT PAPER = I/2"ROOF SHEATHING 15•ASPHALT PAPER ° 15•ASPHALT PAPER ASPHALT SHINGLES IS°ASPHALT PAPER ASPHALT SHINGLES 1 ASPHALT SHINGLES D ASPHALT SHINGLES D 5� 14 2XI2'.C.J.0 16"O.C. 2XI2'e G.J.0 16"O.C. R49 INSUL ® 1/2"WALLBOA D ® R49 INSUL. X IX3 STRAPPING 2X6'e o 16"O. IX3 STRAPPING - 1/2"WALLBOARD R21 INSULATIO 1/2"WALLBOARD 1/2"W LLBOARD 1/2"WALL SHE THING 2X6 RAFTERS o I6"O.C. 2X6'e a I6"O.C. 2X8 RAFTERS o 16"O.G. D BEDROOM•3 HOUSE WRAP OR EQUAL 1/2"ROOF SHEATHING W.I_L BEDROOM•2 R21 IN ULATION 1/2"ROOF SHEATHING 4� SIDING IS-ASPHALT PAPER 1/21,WALL 150 ASPHALT PAPER BALCONY ASPHALT SHINGLES HOUSEWRAP OR EQUAL ASPHALT SHINGLES 3/4"T/G PLY. - 4 1� NAILED 4 GLUED. _ NAILED 4 GLUED. 6 SIDING ® w. 9-1/2"ENG.I JOIST - ® IX6 T/G BRDS. 9-I/2"ENG.I JOIST IX3 STRAPPING SIZED VL'e .,,,,,,,,, R49 INSUL. 3-2XIO'e COVERED SIZED VL'e IX3 STRAPPING COVERED 1/2"WALLBOARD a PORCH FOYER DINING 1/2"WALLBOARD a GREAT � PORCH OFFICE _ a ROOM m m m cwTOn CUB OM cowMN 3/4'T/G PLY. - COLUMN 3/4'T/G PLY. DECICIN NAILED 4 GLUED. IX DECKING NAILED 4 GLUED. - _ nm'.PT•I6° E—9-1/2"ENG. I JOIST F 9-1/2"ENG. I JOIST —-_ -- oIf f8bIffllF 9-1/2"ENG. I JOIST F 9-1/2"ENG. I JOIST _d - . g 0INSUL. SIZED LVL'e SIZED LVL'e SIZED LVL'e 30 INSUL. SIZED LVL'S $ 4"STEEL COLUMN 4"STEEL COLUMN—"' BASEMENT BASEMENT ' e� 4"CONC.SLAB 4"CONC.SLAB CROSS SECTION (D) CROSS SECTION (E) • 2X10 RAFTERS o IS"O.C. _ I/2"ROOF SHEATHING 15•ASPHALT PAPER RIDGE.VENT ASPHALT SHINGLES 2XI2 RIDGE RIDGE VENT RIDGE VENT 2XI2 RIDGE 2XI0 RAFTERS o 16"O.C. - = I/2"ROOF SHEATHING 2XI2 RIDGE 2XI0 RAFTERS o Ir."O.C. 6 AS ASPHALT PAPER - 2 IS G.J.a 16" C. 1/2"ROOF SHEATHING o ASPHALT SHINGLES 15•ASPHALT PAPER ® _- — - ASPHALT SHINGLES STORAGE � 3/4"T/G PLY. NAILED 4 GLUED. - - F 9-1/2 ENG. I JOIST __O _ R49 INSUL I "WALLBOARD SIZED W8 BEAM I JOIST"(SIZED LVL'e _ IX3 STRAPPING 2 6'e o 16"O.C. - - I/2"WALLBOARD R I INSULATION R49 I SUL SIZE=Lyr, ip I "WALL SHEATHING - IX3 STRAPPING MASTER I/2"1 JALLBOARD aosEr BATH eHDuIER HUSE WRAP OR EQUAL 10"WALLBOARD BEDROOM - 2X61 6 16"O.G. - SI ING MASTER R21 I SULATION 3/4"T/G PLY. � BATH - I/2" ALL SHEATHING r 3/4"T/G PLY. HOUSE WRAP OR EQUAL NAILED 4 GLUED. NAILED 4 GLUED. SIDI G F—9-1/2"ENG. I JOIST ---_ 30 INSUL 9-1/2"ENG. I JOIST �R30 INSUL -- — BASEMENT - - Q / BASEMENT 4"CONC,SLAB 4"CONIC.SLAB CROSS SECTION (F) GROSC5 SECTION (G) ' BUILDER JOB ADDRE55 DESIGN DATE REVISION DRAWN BY PAGE SCALE SCARES RESIDENCE CUSTOM TWO STORY HOME �" � � ` ` 'I� " JB •�oF1Q 1/4"4-0" WITH TWO CAR GARAGE, w N PIA E OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WR EXACT N ALL W CT SIZE AN REM D FORCEMENT OF ALL CONCRETE FOOTMG6 0)ALL FOOTINGS$W LL EXTEND BELOW FROS%L VERIFY DEP E- LOCAL BIIaDM(a CODES AND ORDMANCES,JB DESIGNS nAT NOT BE HELD RESPON61Bi c MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND—C TABLE 141 VERIFY 6TRUCTURAL ELEMENTS FOR DESIGN.SIZE P.O.BOX ZD6 (rWo.)494-95-94 ZIC F-SRF f NORIONe OR FOR Thm IlSE OF THESE DRAWINGS DURMG CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WRN LOCAL ENGINEER AND BUILDING OFFICIALe. f rawRN6ZABLE M6 OT6Eie 2XI0 RAFTERS o 16"D.G. RIDGE VENT - I/2"ROOF SHEATHING 2X12 RIDGE ASPHALT PAPER AS RIDGE VENT 2XIO RAFTERS a 16"O.C.ASPHALT SHINGLES 2XI2 RIDGE I/2"ROOF SHEATHING r/ 15'-ASPHALT PAPER I] ASPHALT SHINGLES ♦� �5 / TO G HEADERASPHALT ROOFING .�..;.: _. 15•ASPHALT PAPER 2XI2'e G.J.a 16' O.G. " .:. 2XI2'e C.J.0 16"O.G. ------------- I/2"SHEATHING _ TYP.H2.5A TIES R49 INSUL. - S •';��,',7 .r� 7 I/2"WALLBOARD IX3 STRAPPING ® ~" `' DRIP EDGE UNFINISED I/2"WALLBOARD r M� 2X6'e o 16"O.C. 2X8 RAFTER6 a W'O.G. '"1 ' " 'n' 5"GUTTER R21 INSULATION AREA LAUNDRY BATH - BEDROOM'4 11 ROOF SH THING I/2"WALL SHEATHING - I*.>•ASPHALT PAPER •ti ;'.: , HOUSE WRAP OR EQUAL 3/4"T/G PLY- ASPHALT SHINGLES NAIL TOP PLATE IX8 FACIA SIDING n I .. �' TO HEADER WITH NAILED t GLUED. Q a = NAIL SCHEDULE W:; : TWO ROWS OF Ibd IX SOFFIT --p -- 8d COMMON'' NAILS AT 3"O.G. 2-1/4"VENT 9-1/2"ENG. I JOIST IX3 STRAPPING IX6 T/G BRDS. ® AT 3"O.G. 1-3/8"BED MLDG. R30 INSUL. SIZED LVL'e v` 3-2XIO'e I/2"WALLBOARD _ 1 1 TYP.BGb CAP IX3 STRAPPING 1 5/8"F.C.WALLBOARD STORAGE (UPLIFT 1050) CLOSET KITCHEN COVERED �—,r - 2 5/8"ANCHOR BOLTS WITH a I GARAGE PATIO m 3"X3"PLATE WASHERS - (L GUS OM S ' 3/4"T/G PLY. COLUMNS .xp NAILED t GLUED. . 4"CO NC.SLAB SIZED LVL'e R30 INSUL. S • Av 4"STEEL COLUMN °° °, °• ° ° ° °o° .°o°'.°o° . »3 Er4VE DETAILS BASEMENT • • 4"GONG.SLAB - — GARAGE OPENING DETAILS CROSS SECTION (N) TYP.2-5/8"XW GALV.CARR.BOLT a I6"O.G. ASPHALT ROOFIN TYP.&X0 PT POST --c-- TYP.A5U66 BASE 15-ASPHALT PAPER (UPLIFT 2300) ASPHALT ROOFING ASPHALT ROOFING - I/2"SHEATHING o SIDING p•o J. GRADE 15-ASPHALT PAPER I5•ASPHALT PAPER - o > IR"SHEATHING In.,SHEATHING o ° o o o••.1 a• ° d On TYP,H2.5A TIES TYP.H2.5A TIES DRIP EDGE ° e D . TYP.H2.5A TIE ` ° - - HOUSE WRAP PLYWOOD GUSSET O o �'°°cu DRIP EDGE DRIP EDGE DRIP EDGE ' o 1/2"SHEATHING 5"GUTTER 5"GUTTER _ • o ° 0 0 5"GUTT IX8 FACIA IX8 FACIA' IX8 FACIA - SHINGLE STARTER °• D'• IX SOFFIT IX SOFFIT 2-1/4"VAT COARSE O 2-1/4"VENT r 2-1/4"VENT IX8 SOFFIT �'° lu ° 1-3/4"BED MLOG. 1-3/4'BED MLOG. - 2X6 P.T.SILL �;o 1-3/4"BED MLDG SILL SEALER NOTCH FRIEZE NOTCH FRIEZE NOTCH FRIEZ ° °•— TO RECEIVE SIDING. TO RECEIVE SIDING. OPTIONAL 2 5 ROD TO RECEIVE SIDING. •° ° -� Oa n TOP RING 2"CLEAR 'a• 5/8"X12"ANCHOR �'° �'°°• �LL BOLTS. Q °On Dn dn° 0•n d•n _ 'aBIG FOOT'. "EAv E 2 E N'� EAVE DETAILS "6 EAVE PETALS BILL SILL DETAILS E VE DETAILS #2 EAVE DETAILS O. BUILDER J08 ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE SOARES RESIDENCE CUSTOM TWO STORY HOME � 5-23— M JB •--5—oF1Q v4"=I'-o" WITH TWO CAR GARAGE. w NLOCAL B IIJJING GODIES AND ORDINANCES,�OF31GN'eHA,NOT BE HELD RESPONSIBLE 1)M T Be PE MIRNED BY LOCAL BOIL CONDITIONS AND TIACCEPTABLE fa)vER-STRIlCT1 F ENTS FOR OESIN INEg ERIFY DEP H. P.O.BOX JDS ZI FOR SITE fONDITONS OR FOR THE IIBE OF THESE DRAWING DURING CONSTRUCTION. PRACTICES OF CON5TI—TION.vMIFY DESIGN WITH LOCAL ENGINEER WITH LOCAL ENGINEER AND BUILDING OFFICIALS. ZEST B4RN8TABLEY4L OXLd (�81 494-9534 - WALL LENGTH= FULL HEIGHT SHEATHING=JL-2" I rWALL.LENGTH•" -—- rWALL LENGTH•'-'"—-—- .r -—-—-—-—-—--I - ACTUAL SHEATHING-�{Z% FULL HEIGHT SHEATHING- 12'-3" WALL LENGTH- -0' (�)y J''pyy, p� (Mtn.Re ulred-4]_%J I FULL HEIGHT SHEATHING-J23' ACTUAL SHEATHING• T V j"� � ✓f��qh I RATIO- I-V) I ACTUAL SHEATHING•��% (Min.Raqulred_A3_%) ACTUAL SHEATHING•% wry ' (J -29 % FULL HEIGHT SHEATHING•6-0"I (Min LE I EDGE NAILING•1�O.C. I•---I RATIO- Required L%) L RATIO= L50 (Min.Requlred-4-7_%) RAT10. 1.50 EDGE NAILING= FIELD NAILING•J2"_O C. - 6"O•C• RATIO.AILI rWALL LENGTH•JL , r-—-—-—-—-—-—--� r1 L._—_—_—_—_-_—_J I EDGE NAILING• 4„O.G. 'FIELD NAILING•JZO G. EDGE NAILING. AILING•J;i'_O.G. FULL HEIGHT SHEATHING•�-CL I ,WALL LENGTH•1] ,� 7 ";. ,-'�, ^ LFIELD NAILING•JZO.C. J L_—_—_ _—_—_-_—_J FIELD NAILING-- O.C. ACTUAL SHEATHING•J�_% I FULL HEIGHT SHEATWtNG•1`2�I .✓ /{�, 13 —-—'—- L_—_—_—_—_—_—_J (Min.Requlred_ff2_%) I ACTUAL SHEATHING•_% RATIO•I.50 (Min.Requlredfz&_%) I . EDGE NAILING•_12L 2 O.C. I _ 2 RATIO. 1.50 .' FIELD NAILING•J2'=O.G. a EDGE NAILING•__,C_O.C. I 6 IT'_3Iy" S FIELD NAILING• -O.C. 2T-0I' 2 . . . . . 2 ir'.`;SHEAR'ri SHEAR,'ra - .:: SHEAR SHEAR WALL SHEAR .SHEAR FEE] SHEA 2 LL WA . .WALL WA WAL L WAL L WALL :, LL '. "!SHEAR ::'.SHEAR�-::'. SH ' SNEA :'�:SHEAR::::'.::'.::�.: SHEA EAR�,�'y,::�;:-; WA -WA WA -WALL :WALL : WAL ,7-9 u 4 CONTINUOUSIZ ED TRIPLE LVL'e a❑ ❑a SH SH '�SHEAR,.� R WALLWALL WALL WALL a.0 wAu iuu.L , '.: i,SH. .' SHEAR. SHEAR SHEAR :SWEAR: EAR' �_1O .I�_9�� '-10 4-lOiS'.i WALL ''WALL '''.;WALL ':.:'WALL '':'WALL IS�I . .. B ly Ui .. .. ' 1y".;'�'::��'�.i''. •"�•'.!.''.i'�.:�''.i�':.12,-3ui°'�-`:'.;�''.i�•:i��.,`. f.'.._.,'.5�-3d.'.;'��'.;� I , 24'-0" 28'-4" 5-0" rWALL L GTH• 'J.�•'-Q;'—•_—_� ' 32'-0" SHEAR WALL FRONT ELEVATION r_------------, , f WALL r------------_J I FULL HEIGHT THING ING•3_�I WALL LENGTH•JL4' SHEAR WALL LEFT ELEVATION WALL LENGTH=32-O" ACTUAL SHEATHING FULL HEIGHT SHEATHING•_IZ-Q I I FULL HEIGHT SHEATHING=�]-'I (Min.Requlred�_%) I 4 I L RFIAELTDIO•JDQ G.ACTUAL SHEATHING•-2�% ACTUAL SHEATHING•�Z_% IEDGE NAILINiO.G (Min.Requiredl�%) (Min.RequlredJA�%) NAILING=JZ_ RATIO 1.50 RATIO= 1.50 - - --- --.-—- EDGE EDGE NAILING•__QLO.C. JI I WALL LENGTH•23,-0„ FIELD NAILING• 12_O.C. FIELD NAILING•J�O,C. I FULL HEIGHT SHEATHING- ---_-----___J ACTUAL SNEATHING•J1S_% I (Min.Required %) RATIO• 1.50 EDGE NAILING•-4LO.C. FIELD NAILING= I2" O.C. 12 L — -------J 12 H � 23'-0• 5� • - 14b rWALL LENGTH•W-Q'----J.. - FULL HEIGHT SHEATHING=I2'-O" ACTUAL SHEATNING•-aB—% WALL LENGTH•46 WALL LENGTH•6,-0„4- SH EA (Mtn.RequlredJ&2—%) _Fit HEIGHT SHEATHING- '- FULL HEIGHTSHEATHING-LL E E LL1.50 6-0„ T�' � A 10 RHEA ���_:�.��'SHEAR.�.�._.,,c.. ..�"�.�.��SHEAR'.����'.•':�.�����".���. EAR,:.:'_i._'.i�''.�:'�� -' R ACTUAL SHEATHING. % ACTUAL SHEATHING•100 % WALL :"':WALL .`.'r ® -:''WALL r. WALL WALL I AGE NAILING- O.C. I (Min-Requlred�L%) I (Min.Required]_%) FIELD NAILING•JZO.C. ROJ.@2 ' ATI 'RAT O 1.50 _ L-------------J EDGE NAILING- O.C. I EDGE NAILING=_fZ' O.G. 'Z�_q6_ :,'.:'.y_6":,;._ .- .. .. . .. . 12 'FIELD NAILING•JZ_O.C. FIELD NAILING•J2-O.C. Q< 1- — — — — — — J L-- — — — — — WALL LENGTH.bl-4 FULL HEIGHT SHEATHING.2LZ'_ ACTUALSHEATH ING• FT a (Min, a ulr %R ed J 9 -'sL_ RATI O O 1.50 �� ��SH��A� ��SHEAR��������'� .loo+�. ,r..SHEAR.::-::�.:.::�:::•r.,c,r..•:�.,r. E R EDGE NAILING 3„ O.G. E R EAR: ' A A :WA - : -WALL ; .(�.N. . .��. H ��.�.WALL �.. W LL :� LL .: 'FIELD NAILING. "O.G. ,SHEAR. .. .S EAR: ,. S EAR':,'.',::. ::,:SHEAR:':.. ,:�:SHEAR::,'�. JZ WA y.. .`. L----------- -J 'WA ' :WALL ` :j:WA :' W ::WA WALL � "�_'.:' WALL :':•.:':�.:': ��'� ALL '.:�:� LL �:':�� 32,-6 u e of 1 RAP' ' .,UNIT UNIT NIT ; . � � IT U STRAP N � � SWEAR:SWEAR ll �., SHEAR WALLI THIS. -WALL WALL WALL I T UNIT , ILLitlr,4oie_-—'=_'inllL-ill 1 —-—-- ---RI HT ELEVATION - - - --- -- 1 WALL LENGTH-3 2-6„ WALL LENGTH•J�Q' FULL HEIGHT SHEATHING-W-F FULL HEIGHT SHEATHING •2�3 a_ '3 -03116 6 ACTUAL SHEATHING�2_% ACTUAL SHEATHING=�&_%� I Ired�L%I 5qulred _%) RATIO, 0RATIO. EDGE NAILING•_f2_O.C. EDGE NAILING• 4" O.C. LFELD NAILING• OC LIELDNAILING•JZQ.C. — _ J SHEAR WALL REAR ELEVATION BUILDER JOB ADDRESS DESIGN ^,, n� n� n p NCO CO NEDSL (� /� �O(`�T��-2 REVISION DRAWN BY PAGE SCALESOARES RESIDENCE CUSTOM TWO STORY HOME l/�lll/ll�lll/ll�llll,�/l/�j/�U7/(' 0//\\V//al �0//,�OJI -1� JB •�o-ja 1/4%1-0° JB .... (ns WITH TWO GAR GARAGE. (U LOCAL B LLONG CODI M AND ORDINANCEE9,DDOI NS AER Y FOR WMF'LIANCE UTN ALL NOT BE WELD RESPONSIBLE D)MMT BE DETERMINED BYR LOCAL BOIL CONDITIONS NDOTIN� TABLE (4)vERIF�YDTINGS S RUCT RAALLMEEI MEMENTO FOR DMIGN 1 NZEeg �I�D_TM P.O•GOX AQ5 ZI FOR SITE CONDITIONS OR FOR.THE USE OF THERE DRAWINGS WRING C-0NSTRUCTION. pRAGTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL EDINFFR. WITH LOCAL ENGINEER AD BUILDING OFFICIALS. -63F 64RN UNX M4 O2", �'108f"494�9534 CONS AWC GUIDE TO WOOD CHECKLIST IN NIGH WIND AREAS O MPH WIND ZONE CHECK J vim/ // // EXPOSURE '/ // J,,\ // J^\ //MASSACHUSETTS CHECKLIST FOR COMPLIANCE(l80 GMR 5301.2.LIj COMPLIANCEUll Ul/ (y//emu(//( U/l\\\l°J/(l WIND SPEED(3-SEC.GUST)-___-__ __________________________________________________________110 MPH . •"` WIND EXPOSURE CATEGORY--------------------------------------------------------------------------------8 . • _. 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS B IN 12 SLOPE SHALL BE CONSIDERED A STORY) , NUMBER OF \ \ NUMBER OF _2_STORIES<2 STORIES�_ JOINT DESCRIPTION COMMON NAIL SPACING 'qV _________________________________ BOX NAILS 7i ROOF PITCH_________________________________________ (FIG 1) ._ -_J2LJZ<12:12 NAILS MEAN ROOF HEIGHT__________________________________ (FIG 2) ._________-_-___________________--_- 23_FT(33'.�_ ROOF FRAMING BUILDING WIDTH,W________________________________--- (FIG 3)------------------------------------ -_-__----51:L FT<so'�- \ TYP.FIELD NAIL SPACING BUILDING LENGTH,L_________________________________ (FIG 3).__-_____-_________________________67-4"FT(SO'_1L Bd COMMON•6"O.C. BLOCKING TO RAFTERS(TOE-NAILED) - 2-Bd 2-IOd EAGN END BUILDING ASPECT RATIO(L/W1________________________ (FIG 4)._-_______________________- _J.�<3:1�_ - `^ RIM BOARD TO RAFTER(END-NAILED) 2-16d 3.Ibd EACH END NOMINAL WE OF TALLEST OPENING>________________ (FIG 4),__-_--______-_--___-_-______-__._____�<6'e"�_ TYP.I/I6"WOOD "•'> '',- - WALL FRAMING ' 1.3 FRAMING CONNECTIONS _ STRUCTURAL PAN TOP PLATE AT INTERBECTION9(FACE-NAILED) 416d 5-16d AT JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS._-, (TABLE 2),_____________________________________________ -I/ ' •• , HEADER TO HEADERN LED) ?6d ?6dd I6" 24"ALONG EDGES STUD TO 0 AILED) i ACE•NAI 2,1 FOUNDATION \\ FLOOR FRAMING FOUNDATION WALLS MEETING REQUIREMENTS OF 100 CMR 5404.1 - \ JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-Bd 4-IOd PER JOIST GONCRETE______________________________________________________________________________________________ �L BLOCKING TO JOIST(TOE-NAILED) ]-Bd 2-IOd EACH END TYP.EDGE NAIL SPACING •', CONCRETE MASONRY------------------------------------------------------------------------------------- �� .>.",> -`.'•• •> BLOCKING TO BILL OR TOP PLATE ROE-NAILED) 3_I6d 416d EACH BLOCK (Bd COMMON•b"O.C.) LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 346d 4-16d EACH JOIST 2.2 ANCHORAGE TO FOUNDATION)' P II \\ \ \\ \ JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3-IOd PER JOIST '8"ANCHOR BOLTS IMBEDDED OR 5/9'PROPRIETARY MECHANICAL ANCHOR$AS AN ALTERNATIVE IN CONCRETE ONLY P �.••••>, BAND JOIST TO JOIST(END-NAIL ) 3-16d 4-Ibd PER JOIST RAFTER CONNECTIONS ED BOLT SPACING{°ENERAL .________________________(TABLE 4)._-________________________________ _.�_IN.�� BAND JOIST TO BILL OR TOP PLATE ROE-NAILED) 2-16d 3-16d PER JOIST ' :: - NON- 77P.H2.5 TIES BOLT$PAGING FROM END/JOINT ETE-- -- PLATE._______-(FIG 5)._________________________________ __12"IN.(.)1"�_ BOLT EMBEDMENT-CONCRETE---------------------(FIG 5).____-______________________________�IN.>In 1L LOADBEARING./ `•;. • ROOF SHEATHING BOLT EMBEDMENT-MASONRY----------------------(FIG 5)------------------------------------ Q IN.>15"-1/ STUD HEIGHT ,>• WOOD STRUCTURAL PANELS PLATE WASHER ____--. (FIG 5) _,)3"X3"XI/4" V` UPLIFT • '„- ',. RAFTERS OR TRUSSES SPACED UP TO 16"O.G. ed IOd 6"EDGE/6"FIELD ____________________________ ._____________-____-___-____________ LOAD WEIGHT NG MAX.WALL r _ STUD HEIGHT RAFTERS OR TRUSSES SPACED OVER 16"O.G. ad IOd 4"EDGE/4"FIELD 3.1 FLOORS • HEGHT 20' 1 GABLE ENDWALL RAKE OR RAKE TRUSS 0d IOd 6"EDGE/6°FIELD FLOOR FRAMING MEMBER SPANS CHECKED------------(PER 100 CMR 55.00)---------------------------------- _�L , , •,•�•.` >• WITH NO GABLE OVERHANG MAXIMUM FLOOR OPENING DIMENSION_________________(FIG 6)--------------------------------------JZ-FT<12'_1L_ - • - MAX.WALL GABLE ENDWALL RAKE OR RAKE TRUSS - ad IOd 6"EDGE/6"FIELD FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)-____________________________ __�- `, •• • HEIGHT 10' W/STRUCTURAL OUTLOOKERS HAXIMUMI FLOOR JOIST SETBACKS GABLE ENOWALL RAKE OR RAKE TRUSS 0d IOd 4"EDGE/4"FIELD SUPPORTING LOADBEARING WALLS OR SHEARIUALL.(FIG l)-------------------------------------Ge-"FT<d I/ - W/I.onKTIT BI HATS MAXIMUM CANTILEVERED FLOOR JOIST • V CEILING SHEATHING \ Po IPPnRTING I.n,A.CTBE^.P.ING WALLS OR BHL1RIllALL.(Fita S)______________________________________Q FT<d�L IP GYPSUM WALLBOARD ad CoOLERB - I'EDGE/I&FIELD FLOOR BRACING AT ENDWALL5_______________________(FIG 9) .____________-_________________________________- �- FLOORSHEATHINGTYPE______________________________(PER ISO CMR 55.00)----------------------_----------- __�L '••.�"•."• WALL SHEATHING FLOOR SHEATHING THICKNESS-------------------------(PER 180 CMR 55.00).________________________-_3L4IN. V` _ � - •',> WOOD STRUCTURAL PANELS FLOOR SHEATHING FASTENING________________________(TABLE 2) $3 d NAILS AT & N EDGE/_J2_IN FIELD�L " "-•'"• STUUDS SPACED UP TO 24'O.G. ad IOd 6"EDGE/-12"FIELD 4.1 WALLS in"GYPSUM W32"ALLBOARD PANELS ad 3"EDGE 6"FIELD 5d COOLERS 1"EDGE/10'FIELD WALL HEIGHT •.,'••,'•.;••'••; LOADBEARING WALLS-----------------------------(FIG 10 AND TABLE 5)----------------------- 8 FT(10'�L •', ',.' •,.` ',.• ', FLOOR SHEATHING NON-LOADBEARING WALLS________________________(FIG 10 AND TABLE 5)--------______________.___�FT<20;_____V` LATERAL •.`. .; .`•� �,.' WOOD STRUCTURAL PANELS • > " I"OR LESS ad IOd 6"EDGE/12"FIELD WALL STUD SPACING_________________________________(FIG 10 AND-ABLE 5)._________________-__ICz IN<24"O.C.�_ •^ `• > GREATER THAN 1° IOd lOd 6"EDGE/6"FIELD WALL STORY OFFSETS_______________________________(FIG l<B).-_______-________________________.I�-6 FT C d�� •.` •.`,',.'..',.-. 4.2 EXTERIOR WALLS' WALL STUDS -'.>` `. NAIL HORIZONTAL DOUBLE GENERAL NAILING SCHEDULE LOADBEARING WALLS-__-________________________-(TABLE 5).______-__-______-_-____-__-2X 12-�FTQIN I/ SHEAR NAIL EDGE(STAGGERED NAIL •- "O.G. NON-LOADBEARING WALLS-------------------------(TABLE 5).__________________________-2X__(TL PATTERN ad COMMON!3 -_A_FT.12_IN__�- ., '•;'•> GABLE END WALL BRACING' FULL HEIGHT ENDWALL STUDS______________________(FIG 10)---------------------------------------------- �- TYP,Vie"WOOD STRUCTURAL WSP ATTIC FLOOR LENGTH_________________________(FIG IU,_-_--_______________-_____________- FT>W13�V , VERTICAL PANEL SHEATHING - GYPSUM CEILING LENGTH(IF WSP NOT USED)---------(FIG IU______________________________________a-FT>0.9W AND 2X4 CONTINUOUS LATERAL BRACE•6 FT.O.C.(FIG IU______________________________________-_______. .�L • ' ' •`•• •`•• "• •" TYP.VERTICAL EDGE NAIL OR IX3 CEILING FURRING STRIPS a Ib'SPACING MIN.WITH 2X4 BLOCKING•4 FT,SPACING IN END____________ _____�L •• -•,; SPACING!8d COMMON DOUBLE TOP PLATE JOIST OR TRUSS BAYS_____________________________________________ �� , •,_____________________________________ e_ DOUBLE TOP PLATE � ^ O.C.) SPLICE LENGTH.________________________________(FIG 13 AND TABLE 6)---------------------------_AFT_�L >.•: ,>.`: PoiYI SPLICE CONNECTION MO.OF 16d COMMON NAILS) (TABLE 6)_________________________ J?- _____V TYP.FIELD NAIL SPACING _ - �. .,...` LOADBEARING WALL CONNECTIONS .• ad COMMON o_O.C. - I LATERAL(NO,of 16D COMMON NAILS)------------(TABLE 1)-----------------------------------------2_ V NON-LOADBEARING WALL CONNECTIONS ; • •; '•; LATERAL(NO.OF Ibd COMMON NAILS)------------(TABLE 8)---------------------------------------� DOUBLE HEADER ___�L ,• LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) ' HEADER$PAN$---------------------------------(TABLE 9)------------------------------ -(2JN.<11' 1/ 1 ••-- SILL PLATE SPANS-------------------------------(TABLE 9)-------------------------------0__FT QJN.(II'_____>L_ - 1I1 FULL FULL HEIGHT STUDS MO.OF STUDS)_______________(TABLE 90--------------------------------------- 4 V` 'L ,. ' - HEIGHT NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9tL1D °•. - HEADER SPANS._______________________________.(TABLE 9J.___________.________________-yFT_QJN.<12'_�� ° SILL PLATE SPANS------------------------------(TABLE%)-___________________________---QJN.<12'�L ,: ° •,^ OUBLE JACK STUD FULL HEIGHT STUDS MO.OF STUDS)._________ ,a° ,o REQUIREMENTS AT EACH END OF HEADER , e ' ____.(TABLE 9)________________________________________� �_ ° ° - .•° MINIMUM EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSL-t .°p•e .°p'e a .°d'e .°p• NUMBER OF WINDOW SILL PLATE HEADER SPAN HEADER UPLIFT LATERAL MINIMUM BUILDING DIMENSION,(W) ,. ° RILL-HEIGHT e ° e . e >' ° (FT. SIZE (LB.) (LB.) - NOMINAL HEIGHT OF TALLEST OPENING2.--------------------------------------------------------�C 6'0"_1� � a °••24"O.C.MAX.`°•• ° °°°' 24"O.C.MAX.�' BTUD9 a SHEATHING TYPE--------------------------------(NOTE 4)--------------------------------------- 1/2 IN.___1/ 0•e 1•e p•e 'e B'e EDGE NAIL SPACING_____________________________(TABLE IO OR NOTE 4 IF LESS)-_-__---_-_ STUD SPACING, ,r. .. ° ,. STUD SPACING 2' 24X4 I 2T7 132 - •_ ___ __-- ___-- ___-- __-- --- -------- FIELD NAIL SPACING_____________________________(TABLE 10) .__________-__-:_________-____-______IN.�� SEE PAGE 9 OF 10 °•'a °•�a °•�a •°' "•� °•• '• °• °• 3' 2-2X4 2 416 198 SHEAR CONNECTION MO.OF Ibd COMMON NAILS) (TABLE 10)-------------------------------------- �` '•e p•e pe do .�On •e Ta .°p•e .°pn .°0 4' 2-2X4 2 554 264 PERCENT FULL-WEIG14T SHEATHING_________________(TABLE 10).____________________________________% �V -'°. a '.. a '.' ,.. :>'A A.' 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>VS*(DESIGN CONCEPTS)_________________________ 1/ I •4 a.A•° °,°° °•s ° e• 5 2-2X4 3 693 330 ° °.° a , MAXIMUM BUILDING DIMENSION,(L) 0•e p•e 'e 6 p•e ' b' 2-2X 3 831 396 %-----------------------------------------_________-- NOMINAL HEIGHT OF TALLEST OPENING 2___________________ "(6'B"�L _ •:t ._t .:t .:v_ _______ SHEATHING TYPE_______________________________MOTE 4)-___________________________________--la-IN. V` l' 2-2X8 3 9l0 462 ° EDGE NAIL SPACING-----------------------------(TABLE II OR NOTE 4 IF LESS)--------------------_IN._�L MAXIMUM WALL STUD HEIGHT , STUD SPACING , 8 2-2XI2 3 1,108 528 p'e .°p•e .ape .°0•e .°0; .°0'e .°p•e .�Oe .°d•e .°p•✓r . e r a a ° FIELD NAIL SPACING----------------------------- SEE PAGE'9 OF 10 ° ° o . e :,, ______________(TABLE II1.-_____________________________________-IN._ I/ 9' 3-2XI0 3 1�41 594 .mot° °, .°, •.° o,.° e,• °, t SHEAR CONNECTION MO.OF 16d COMMON NAILS I FABLE IU-_______________________________._____-_- ___�L °•°O•e 0•°°°p•e °p•°••ep'n °A, °A.. A..°°p'e•D p•e PERCENT F1LL+IEIGHT SHEATHING (TABLE IU___________________-____________________% _� RAFTER CONNECTION AND'WALL SHEATHING 10' 3-2XI2 4 1,385 660 °° '°' a '.' a '.' ° '' e T7P.ANCHOR•BOLT9 AND 5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'S"(DESIGN CONCEPTS)-------------------------- _1L II' 4-2XI0 4 1,524 T26 ^° °° ^° °' °.° 3"X3"XNC PLATE WASHER, WALL CLADDING RATED FOR WIND SPEEDt--------------------------------------------------------------------- --------- �L WALL OPENINGS - HEADERS ,°. , ,°. °. °. , 5.1 ROOFS .°p.e•°p.e•.°p.e••°p.e•.°p.e••°p.e °p.s•°p.e•�p.e °p•e ROOF FRAMING MEMBER SPANS CNECKEDT(FOR RAFTERS USE AWC SPAN TOOL,SEE BBRS WEBSITE) �L - IN LOADBEARING WALLS ROOF OVERHANG-----------------------------------(FIGURE Ia)--------------�.5'-FT(SMALLER OF 2'OR L/3_1L_ 1 .. TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS .4 G•e .°p•e .°0•e .°0•e B•e .°p•e .°p•e .°p'e .°0'e .4 b. PROPRIETARY CONNECTORS UPLIFT________________________________________(TABLE 12)-------------------------------------U°336PLF LATERAL------------------------------------- -------------------------------------L•J](v-PLF _ SHEAR---------------------------------------CTABLE I2)-------------------------------------a-mi-LF_V RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE 131--------------------------------T•]g9PLF fit= GABLE RAKE OUTLOOKER-------------------_--------(FIGURE 20)--------------�_FT(SMALLER OF 2'OR L/2 I/ TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALL& ' �. � PROPRIETARY CONNECTORS S UPLIFT--- (TABLE 14)----_--------------------------------U•-4ilLB. t LATERAL(NO.OF Ibd COMMON NAILS)----------(TABLE 14)-------------------------------------L•l48_LB. - - STUDS AND HEADERS ROOF SHEATHING TYPE______________________________(PER ISO CMR 58.00 AND 59.00)-____-____________-__- _ - ROOF SHEATHING THICKNESS--------------------------------------------------------------- 1/2_IN.>1/I6"WSP____ ` ROOF SHEATHING FASTENING__________________________ (TABLE 2)--------------------------------------------- _1L _ AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN �j DATE REVISION DRAWN BY PAGE SCALE SOARES RESIDENCE CUSTOM TWO STORY HOME �am"COMEDE 16vivs,com 8-2-11 N JB •10 r-10 1/4"0--0" J� lies Ig'ns WITH TWO CAR GARAGE, W I G)PURCHASE OF DRAWINGS LEAVES PURCNABER RESPONSIBLE TOR COMPLIANCE WTH ALL R)EXACT 012E AND RBNFORCEMENT OF ALL CONCRETE FOOTINGS 0)ALL F00TING5 SHALL D(TEND BELOW FROSTLINE VERIFY DEPTH. (-' LOCAL BUILDING GODEB AND ORDINANCES.JB DESIGNS MAY NOT BE HELD,RESPONSIBLE MOOT BE DETERMINED BY LOCAL BOIL CONDITIONS AND ACCEPTABLE (4)VERIFY STRUCTURAL ELEMENTS FOR DESIGN•SIZE P.O.COX 2D3 �J�'08f 494-95� ZFOR BITE COImiTIONS OR FOR THE USE OF TNFSE p((AWINGS DURING CONSTRUCTION PRACTICES OF CONSTRUCTION,VERIFY DESIGN WRH LOCAL ENGINEER W((H LOCAL ENGINET32 AND SULDMO OFFICIALS. (IE.T SARNSTABLE MA.O2 rWALLTIO.-I5-0-------- LENGTH-J6-5' II WALL-—-—- —. -—-1 RILL HEIGHT SHEATHING- W-22 LENGTH-If-V r _ _ _ — _rU _G_• FULL HEIGHT SHEATHING- LLENGTH• Q' ACTUAL SHEATHIN •�f�% FULL HEIGHT SHEATHING- '3' ACTUALSHEATHING=��% FULL HEIGHT SHEATHING-A-40"G !iA Mtn,Requi ed�•_%) ACTUAL SHEATHING•_3�z (Mln Required41 %) ACTUAL SHEATHING- %lin Required 3 .%) RATIO- 1-50 (Min Required]—%)t T PLE EDGE NAILINGy O.0 RATIO-. 1 [ I So f——-—-—-— —-—- FIELD NAILING=J2'_O-C, I EDGE NAILING= 6„O,G, I RATIO. I,50 WALL LENGTH• , EDGE NAILING• 4"O,C. FIELD NAILING=J2'_O,C, EDGE NAILING=_jz" O.C, iFULL HEIGHT SHEATHING. I WALL LENGTH-2l_2 ( � �� "S n a FIELD NAILING=J2_O,C. L_ —_—_J FIELD NAILING- 12„O.C. I4-6 a lA (1. L — —-— ----- J ACTUAL SHEATHING•��% I FULL HEIGHT SHEATHING— LZ" I (Min.Required_BL%) I ACTUAL SHEATHING••]2__% RATIO.t-so I (Min.Requiredf2D_%) I D RATIO. 1.50 EDGE NAILING•�O,G. I s,�_� 6 'FIELD NAILING•JZO,C,, I EDGE NAILING-_A_O.C. L_—_—-_-— ___J 'FIELD NAILING•J2LO.C. „• 16'-5 O -' SWEAR:.!. IF - WALL SHEA ...SHEAR' ,.,, '5NEAl WA SHEAR LL SHEAR EAR WA W WALL LL ALL W.WALL ALL ' -. 5 ;5. �:7.:::,: SHEA :':'S ::SH :i,SWEA HEAR�:i,:i,:'. EARN.;. .$H.. . SHEA R, :', ::WALL WALL 'WALL •:WA wA WALL LL L :T-9", 6'-915 71, .:12'-2":' '2'-4"' .'..6'-4"::.::.::.: u FR CONTINU SI E LV DEJ, DO `�; ao ❑Do :::;;''. . .. .. . . .. .. .. .. .. . - -SHEA .EA R..:SHEAR., R:�•'�SH�.� R.... R HF?R' k 9HB• �Sua •'WA L • WALL •'.WALL '. WALL ALL WALL wAu I Li •'SN '.-ASH.. I. _ .'SHEA� EAR � EAR��� �� � 5.R'�� NEAR:'�. '.'•'.WALL ''.• WALL ALL `.' ..�W 4'-10 ALL LL :�:5�_3d.�":-: - - 24'-0" 2B'-4" -15 rWALL L GTH=Ja-Q - 1 i,'-0" 32'-0" SHEAR W LL FRONT ELEVATION I FULL HEIGHT SHEATHING•'-=,�" rWALL LENGTH=J]_-Q—_—_1 rWALL LENGTH=-———-—-1 FULL HEIGHT SHEATHING-I2,-O„ SHEAR WALL LEFT ELEVATION � HEIGHT SHEATHING- RATIO,ACTUAL SHEATHING•_% . I I I � ^ ' / I .1.5Oulred�l_%J ACTUAL SHEATNING•_Q_% ACTUAL SHEATHING•_% ✓_�(/i �L/�L_L— I EDGE NAILING=_�O.G, I I Min.Required_&5_%) I I (Mim Requtred�2—%J I FIELD NAILING=J�O C. RATIO•J.50 RATIO. 1.50 /�id1 �/J --- L_—_—_—_—_-_—_J I EDGE NAILING= 4„ O.C. I I EDGE NAILING•�O.C. I /✓ii V G �f"L L rWALL LENGTH=fir' RELD NAILING•JZO.C, FIELD NAILING=J2_O,C, _ �"- I WLL HEIGHT SHEATHING- .----------J L------------- /f! ACTUAL SHEATHING=_19_% (Min.Requlred_2�%) i RATIO- I-50 EDGE NAILING= d° O.C_ 'FIELD NAILING=JZO.C. I� rWALL LENGTH=JAB' 1 FULL HEIGHT SHEATHING=J2'-0"I WALL LENGTH•' WALL LENGTH,6'-0" - - AGMIrI,LRequlred�2_%)z ' FULL H IGHT SH HING• ' SHEA I I LL E EAT FULL HEIGHT 6HEATHING• 'LL 50 �6"3" �_ 'RATIO 1 '9FI•'..'� .....'._5''.-'A..:�- �'��' �•.-R'.�'-��'.•�'��'.�'��'.�'� -�':SHEAR..••.:'-•'- '.:�.'. �. I I I I EA HE R EA WALL 'ACTUAL SHEATNING•��% 'ACTUAL SHEATHING•JQ�% =, ❑ - .. WALL --'.-:WALL ': :. .WALL '. �'.•':WALL :�- ,. I EDGE NAILING•�O-C, I I MIn,Required_4]_%) I I (Min,Required-41_%) I FIELD NAILING•JZO.C. _J RATIO= L — — — — — —O RATIO=R J.`sI2_ I-50 L: I EDGE NAILING. 6"O.C, I I EDGE NAILING= fiz"_O,C, I .::::.:,:: ::,:::.`::•`::::::.: :,::, ::.:=,'.: FIELD NAILING- 12„O,G. 'FIELD NAILING=J2_O.G, 2-4: •'..:6'_61r_•:: _ :'''.9'-211: „. .. .: 4 L L-- �T` WALL LENGTH•bl,{FULLHEIGHT SH THING•E GHT EA 2I 2„ % �: :x: ACTUAL SHEATHING .. .. .- -�'.:�''.:'''.i'�:'• •. :.�:.�. (Min. a ulred )R 9 I 'RATIO.J-50 I �S HEAR. I EDGE NAILING•�_O,G. 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L-- — ----- — J L---- ----- — J n n n� nn n n p� n n�n n r-�.(,��Q�(� /J� c DATE REVISION DRAWN BY PAGE SCALE �eC% NQ BUILDER OB ADDRESS DESIGN //�//////�//////�//// U// !/�U7/( Q//vQ// //�)J(fir- u//\VV/ �7 �r/'%7 SOARES RESIDENCE CUSTOM TWO STORY HOME 0 8-2-1'I w JB •�oF1Q �./ WITH TWO CAR GARAGE. LU N PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE W ALL r EXACT S=AND REINFORCEMENT OF ALL CONCRETE FOOTINGS w ALL FOoTNGs 5"L1 EXTEND BELOW FR09TLINE vERIFT DEPTH- P-0-GOX�f5 /�/5 OI LOCAL BUILDING CODES AND ORDINANCES•.B pE91GN9 MAY NOT BE WMo RESPONSIBLE MUST BE DETB ,.BT LOCAL SOIL CONDRIOL4 AND ACCEPTABLE rU VBRIFT STRIICNRAL ELE-IEMB FOR DESIGN L SI¢ L�vBJ 494-9-434 Z FOR BITE CONDITIONS OR FOR THE USE OF THESE DRAWNG9 ONRING CON5TRI CnON. PRACTICES OF CONSTRUCTION.vBil DESIGN WI1H LOCAL ENGINEER UATN LOCAL ENGINEER AND BUILDING OF WC -- (tE1T BARAtl T,6BLE Ki OdrsJ 62 S 7$'22'10 E o Rf 6A 61 62] 5s) 441.59' L[60] W W r W 4-/ ^ 61 W W `, // -- W W W C Y1 ES o) w S 60 PAVED o W [59 0 DRIVE - W 60 ] 21 .2 Locus ss a o bS BE C MARK c s W NAIL T BE SET r 0 .-.-._ h i c IN THE '1 Q 1 � i o ti i z o I 56 , Route 6 Q I 60.5 3 GARAGE I 66.4' P R SLAB 63 EL. 1.0 Yarmouth Campground 0.0' TH 2 ° TH1 69 PROP SED DWELLI G EOPL. 60 5 DN 0 100% RESERV �d �� , LOCUS MAP SCALE 1"=2000'f 96.9' s2 U [60.5] COVERED ., - ASSESSORS MAP 334 PARCEL 10-3 PATIO h / J�O�-�\ ZONING SUMMARY 60) SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE ZONING DISTRICT: RF-1 RESIDENTIAL DISTRICT [59] MARKED WITH MAGNETIC TAPE OR `58 53 (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 55� ( ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE MIN. LOT SIZE 43,560 S.F. �57] L56� MIN. LOT FRONTAGE 20' 2" PEASTONE OR GEOTi EXTILE TOP FOUND. EL. 61.5' FILTER FABRIC OVER SITONE MIN, LOT WIDTH 125' 60.5 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 58.0 MIN. FRONT SETBACK 30' 57 LOT 3 PRECAST H WATERTEST D'BOX FOR LEVELNESS BLOCKS OR MIN. SIDE SETBACK 15' RISERS MP.) MIN. 2" WALL THICKNESS PRECAST RISERS -� TREE LINE {' 2'0 4"OSCH40 PVC COMPONENTS MIN. REAR SETBACK 15' 124,061 S.F. PIPES LEVEL 1ST 2' 4' (TYP.) INVERT IN 54.17' 4 MAX. BUILDING HEIGHT 30 ENDS SIDES 55.0' G)6 56.8'* 10" 1500 GAL H-10 14" ° ;e000; 56.40' TEE SEPTIC TANK TEE 6.15 °°°° NOTES s o00000000000 6" MIN. SUMP o ° °° ®®000®®oo®a oo�0000®®®o 0 0 0 0 0 0 °°°°°°°° °°o°o°O° 9, GAS BAFFLE•.• �000000 °09 12" MIN. INT. DIM. 0 �00000°o° ®r7OElO®OOO®®❑ C1O�OEnOElElin�� °° n n_ ��oo 0 00 00000000�00 >°o 000000 ®®��00��®�❑ �0 En En El m D Il M M� .000000000 V 0 ° ° ° ° DATUM IS NAV 88 8 �: 4' LI LEVEL--------------- ACME OR EQUAL ': 54.47' 54.3' D Q Off - 00000000000000000000o000000o0o0o0000000000;; f 2. MUNICIPAL WATER IS AVAILABLE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 . H 20 500 ..GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL . „ 5 �0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0. o 0 o n_n n n-n n o D o n n_n_n_n_n_o.o 0 - - - - DOUBLE WASHED STONIE 4 MIN. 3. MINIMUM PIPE PITCH TO BE 1 8 PER FOOT. 3 4" 1 1 2" DO kg '' � (4) UNITS REQUIRED 4 ALL AROUND PRECAST STRU CTURES � 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE. 42.00' X 12.83' 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS COMPACTION. (15.221 [2]) QR TO BE AASHO H-10 2.5% SLOPE 4 % SLOPE 1 % SLOPE 5. PIPE JOINTS TO BE MADE WATERTIGHT. MIN. LEACHING 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH i 16' 42' ' 45.5' BOTTOM TH-1 FOUNDATION SEPTIC TANK D BOX 15 FACILITY NO GROUNDWATER FOUND 310 CMR 15.000 TITLE 5. 46 ( ) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 44 q3 BE USED FOR LOT LINE STAKING OR ANY OTHER k / *TFIE INSTALLER SHALL VERIFY THE PURPOSE. LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND SYSTEM DESIGN: 8. PIPE FOR SEPTIC SYSTEM TO SOH. 40-4" PVC. ELEVATIONS PRIOR TO INSTALLING ANY 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED PORTION OF SEPTIC SYSTEM GARBAGE DISPOSER IS NOT ALLOWED 4 WITHOUT ION BY OAR HEALTH AN WIT IS INSPECT BOARD RD ...: PERMISSION -OBTAINED FROM BOARD OF HEALTH. Dt'S�iq FLL,�v. 5 'BEDROOMS @ 110 GPD = 550 GPD - 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 38 USE A 550 GPD DESIGN FLOW DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES SEPTIC TANK: 550 GPD (2) = 1100 PRIOR TO COMMENCEMENT OF WORK. \ ELEV. ELEV. ELEV. E=LE'V: N �'� 4 ' 4 `� 4 5i7 0' USE A 1500 GAL. SEPTIC TANK 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE 0" 57.5 0" 58.0 p" 57.0 0" REMOVED BENEATH AND 5' AROUND THE PROPOSED 3� A A A A LEACHING: LEACHING FACILITY. SL SL SL SL 12. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP T SIDES 2 (42.0 + 12.8) 2 (.74) = 172.5 GPD EDGES OR ROOF DRYWELLS. �1 5�� 10YR 3/2 7�� 10YR 3/2 6f� 10YR 3/2 8�� 10YR 3/2 BOTTOM 47.5 x 10.8 (.74) = 379.E GPD B B B B TOTAL: 758 S.F. 561 GPD SL SL SL SL 6 USE (4) �500"GAL. LEACHING CHAMBERS (ACME OR EQUAL) w 10YR 4 4 10YR 4 4 10YR 4 6 10YR 4/6 / / , Q ," / » WITH 4,0 STONE ALL AROUND J � _ 38 54.3 36 55.0 40 53.7 37 5�3.9 �0 O (� N 00 C C C PERC PERC Z ss N� VFS VFS VFS VFS 58 2.5Y 7 3 2.5Y 6/4 -,` 2.5Y 6/4 2.5Y 7/3 / s 59 s a� " 138 ' 138 �45„5 144 45.5 144 46.0TITLE 5 SITE PLAN 45.5 � 37 NO GROUNDWATER ENCOUNTERED 0 8 �� NO . GROUNDWATER 'ENCOUNTERED 0 OF 60 NE B DF-0 40 _L E N I) TEST HOLE LOGS E RD GAS EDIS GH CO PA Y E S100 CYPRESS POINT 99 - EXISTING CONTOUR E 1 87 E. GONSALVES SE 135 . DANIEL � 180 WI E ENGINEER. 99.1 E X EXIST. SPOT ELEV. BARNSTABLE MA WITNESS: DON DESMARAIS, RS 99 PROPOSED CONTOUR�, [ ] 4 14 17 DATE. PREPARED FOR J 198••4] PROPOSED SPOT EL. < 2 MIN INCH PERC. RATE _ / TH 11 �- TEST HOLE SOILS P 15318 WELLINGTON SOARES CLASS C> CATCH BASIN DATE: JULY 10 2017 62 �Qi� UTILITY POLE ti FIRE HYDRANT 631 rr TREE LIGHT 49 o WATER SHUTOFF n1Fnr.,v 4p� -.:.U'4�,` d � %�'��'r10FM � off 508-362-4541 5455 �/o s �, c fax 508-362-9880 C'- GUY WIRE `1 �s qcsDANiEL ' CZ downcope.com O DA�IELA. ,; :d (o f OJAI_A � xsl OJr SIGN %l" CIV L ;t �L A VOW cape engineering, MC N a0,1-'. s� WI WATER LINE "P6� p`c sR��a� ,. o s 5`�0 w civil engineers 66 IN - f _V�d. ,, Scale: 1 = 20 land surveyors /-� G GAS LINE ss� tiN,�.��' ��. �-r ' 60 Sq OIHE OVERHEAD ELECTRIC �� r , 939 Main Street ( Rte 6A) 67 5� �- NOTE: NOT ALL SYMBOLS MAY APPIAR IN DRAWING 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675