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0172 ZENO CROCKER ROAD
,. , . . . .: a p k A - n � .. Ii y � y �l—_..� .J. _.m_....._..:�_ ..s�._._...� ... :....:... _ � _ Y TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION I` Ma I p Parcel �4/u Application # 1 Health Division 0 Date Issued, To G'0 AT Conservation Division '14?g Application Fee Planning Dept. BgR�ST Permit Feer Date Definitive Plan Approved by Planning Board �B<F .Historic - OKH _ Preservation/ Hyannis Project Street Address Village / Owner i'/�_��,cA �.�^ I. � Address /',>2 Telephone Permit Requester ,e � .., 4r Square feet: 1 st floor: existing 7610 proposed 4Q 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation / 1 o Construction Type G✓ , Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family J Two Family ❑ Multi-Family (# units) Age of Existing Structure Ali' b 6 Historic House: ❑Yes ❑ No On Old'King's Highway: ❑Yes ❑ No Basement Type: ull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing_ new Half: existing e2 _new Number of Bedrooms: �. existing Onew Total Room Count (not including baths): existing /�new First Floor Room Count Heat Type and Fuel: 2rGas ❑ Oil ❑ Electric ❑ Other Central Air: f-Yes ❑ No Fireplaces: Existing New 0 Existing wood/coal stove: ❑Yes Thlo 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) J Name _ �� Telephone Number Address d j- A �. � License # C'FX,4 0 7/6-02 i� Home Improvement Contractor# I ` Email Worker's Compensation # &,,cC s"oo 1---7 eiy9nt o13� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATEZ��r�✓``-� FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED , MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 1 L ZENo v� FA�.P CEt jeP.ViLIZ: A 71C Guide io 'i ood d.onstracdon w agigr. WkidAi-ea. 116;apfi 7;FTi;.-,d Zw,w- . 1'v a��:g6aa.aae s a a e.� mottle (6 a9sa s� �. �kl�w�a;ahasaa-ZC- (76 ' lN+aa*a Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)................................................................... .................................................. 110 mph Wind Exposure Category............... 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) Z stories <_2 stories. ✓' Roof Pitch ........................................ ....(Fig 2) ...10:IL <12:12 Mean Roof Height ..(Fig 2).................................................f.L ft <_33' t' - Building Width,W ................................................................(Fig 3).............................................:Z6_T ft <-80, 1� BuildingLength, L ..............................................................(Fig 3)................................. ........... ft 5 80' JL Building Aspect Ratio(L/W) ...............................................(Fig 4)........ ........�..60'..... .1C <3:1............ ...... ...... Nominal Height of Tallest Opening (Fig 4)...................... . L 18 5 6'8" l ................................... ......................... 1.3 FRAMING CONNECTIONS T� General compliance with framing connections....................(Table 2) .C�� HED 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.................................................................................r........ .... ✓ ConcreteMasonry........................... ........................................ ................................................................ . 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general..........................................(Table 4).................-:............................ - in. Bolt Spacing from endroint of plate ............................(Fig 5).......... ...5—in.:5 6"-12" _— Bolt Embedment-.concrete..................... (Fig 5)...... >: " JG m. 7 Bolt Embedment-masonry.........................................(Fig.5) .)................. in.>_15" Plate Washer...............................................................(Fig 5)............... Si��XS/..X.�� TM......>_3"x 3"x 1/a" 10 3.1 FLOORS - Floor framing memberspans checked :.(per 780 CMR Chapter 55 - iV ; Maximum Floor Opening.Dimension...................................(Fig 6)......... ............................... ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).....................................:: Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft -<d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft :5 d Floor Bracing at Endwalls...................................................(Fig 9)................::.................................. ..............:. 'Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).......................... ........ Floor Sheathing Thickness..................................................(per 780 C Chapter 55 .............. ........W*in. �- Floor Sheathing Fastening..................................................(Table 2)..�d nails at_tP in edge/�in field 4.1 WALLS Wall Height p Loadbearing walls........................................................(Fig 10 and Table 5)...........................-2 ft <_10' Non-Loadbearing walls.......................................... -......(Fig 10 and Table 5).................... .. ft :5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)...................I in.<_24"o.c. t� Wall Story Offsets ........................................................(Figs 7&8)........................... ..................0 ft <_d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................ able 5 2x - I ft v in. Non-Loadbearing walls................................................(Table 5) ............................2x-4 ft in. _(,L Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10). ......... ......................................... �/ WSPAttic Floor Length................................................(Fig 11)............:.:............... .............. ft M3 Gypsum Ceiling Length(if WSP not used).......:...........(Fig 11)............................................ 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 ft.spacing in end joist or truss bays Double Top Plate Splice Length .......................................................(Fig 13 and Table 6).....................................A ft Splice Connection(no.of 16d common nails)..............(Table 6).......................................................... ✓l®at6, ..x! FFEY �.. Ne C E h6'_ LLB rJt ,� a, 1°J1b«w�e ��L��s�3 �{!,, ,✓if A� CL'4 _ISIti . ift ��+I�tt_i111 J_�.El, °��y�y 17 G - Loadbearing Wall Connections " Lateral(no.of 16d common nails)..:..............................(Tables 7)::.................................................... t� Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)......... ........ ....:....(Table 8)......................................... ............... _(G Load Bearing Wall Openings(record largest opening but check.all openings for corn Aiance.to Table 9) Header Spans .................................. (Table 9) ft Q m.<11' Sill Plate Spans .......................... (Table 9) ........A ft-AQ-in._<11' 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) Header Spans.......................... (Table 9) ft_in.512' Sill Plate Spans........................ .... (Table 9) ft in <12" Full Height Studs(no.of studs). ......... ........(Table 9)..............................:.... ......... ...... - WA Exterior Wall Sheathing to Resist Uplift and Shear Simultaneousiy° Minimum Building Dimension,W p Nominal Height of Tallest Opening2 : . ...:..... ... <68. V Sheathing Type .(note 4)..........:..........:...: ..W5P J� Edge Nail Spacing..................................... (Table 10 or note 4 if less),.....:. .. .. b in. ... Field Nail Spacing................... ................. Table 10 2 an: ✓ Shear Connection(no.of 16d common nails)(Table 10)......... ......: Percent Full-Height Sheathing.........................(Table 10)........; ........ ........: .. V 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...:. ....... ... . Maximum Building Dimension,L ' Nominal Height of Tallest Opemng2.................. <6'8" _ _ Sheathing Type .... (note 4) Edge Nail Spacing ...(Table 11 or note 4 if less).......I.................6 in. ✓ Field Nail Spacing...........................................(Table-11} ............ in, Shear Connection(no.of 16d common nails)(Table 11)................................................. ........'4s V. Percent Full-Height Sheathing .::::. .......,(Table 11) ;..11�...,. ....... joo % 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), V b` Roof Overhang..................................................... (Figure.19).,..............:Q-jft':5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls - Proprietary Connectors Uplift ......... able 12 11= If !� p . Lateral ..:............................. .........(Table 12)................. ... .....................L=-17t—pif Shear............ ....:...(fable 12 S--!M plf Lj Ridge Strap Connections,if collar ties not used per page 21... (Table 13) .... ...., T=Q-7 plf Gable Rake Outlooker .. .................................... (Figure.20)..... ..... -ft<smaller of 2 o U2AIA Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors e Uplift............. (Table 14) U= Ib. ; Lateral(no.of 16d common nails)...(Table 14) ...... ., L Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 an 5�a)' 'k" .X Pt?LND. 1 Roof Sheathing Thickness .... .................... tl in >_7/16"WSP' ....... Roof Sheathing Fastening............................................(Table 2) �Q�.' 4-.X* 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: ,I 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 18b 2. Exception:Opening heights of up to 8 ft.shall be a permitted when 5%is added to'the full-height sheathing requirements shown in7ables 10 and 11::,' 3. The bottom sill plate in exterior walls shall be a minimum 2 in-nominal thickness pressure treated#2=grade. p . GENERAL CARPENTRY ROOFING FULLY INSURED PLOWING I,r�nnell�arteaPn�rses HOME IMPROVEMENT I REMODELWG l DAVE LINNELL,JFL' 508-M-1294 Yem Whport,MA 02675 ,r Property Owner Must Complete and Sign This Section I, `L ` 1 { %D ,as.Owner of the subject property hereby authorize Pf V i D N U to act on my behalf, in all matters relative to work authorized by this building permit application for. 17 (Address of Job) 116 c� Signature of Owner Date Print Name Q:FORMS:OWNERPERMISSION _ I TRO Joists with Flak Jacket® Protection Meet the Newest Massachusetts Residential Code In December of 2013,the Massachusetts Board of Building Regulations and Standards(BBRS)amended the 8"' Edition of the Mass Residential Building Code to include subsection R501.3 Floor Fire Protection.Full compliance of this new amendment is effective July I"of this year. Subsection R501.3 requires that floor assemblies not using dimension lumber or structural composite lumber equal to or greater.than 2 inch nominal dimension be provided with "membrane protection".It defines membrane protection as a layer of 1/2"gypsum wallboard or 5/8"wood structural panel or equivalent. It also provides for 4 exceptions: 1. Other approved floor assemblies demonstrating equivalent fire performance. 2. Floor assemblies located directly over a space protected by an automatic sprinkler system in accordance with Section P2904,NFPA131),or other approved equivalent sprinkler system. 3. Floor assemblies located directly over a crawl space not intended for storage or fuel-fired appliances. 4. One room or alcove per story not exceeding 80 square feet,when supported between structural walls. The full text of the amendment is available on the BBRS website hq://www.mass.gov/eopss/consumer-prot-and- bus-lic/license-type/csVbuilding-codebbrs.html How does someone design and build a floor that provides"equivalent fire performance"? This equivalency standard has caused a significant amount of confusion. In an effort to clarify,The Massachusetts BBRS approved an official interpretation-that establishes the provisions contained in ICC-ES Acceptance Criteria 14(AC14)as the means of demonstrating equivalent fire performance for I joists.The full text of the official interpretation is available on the BBRS website:http://www.mass. og v/eopss/consumer-prot-and-bus-lic/license-type/buildings/official-building- code-interpretations/ THO Joists with Flak Jacket®Protection complies with AC 14 and therefore meets this new provision of the Massachusetts Residential Building Code.Builders can continue to realize the benefits of using TJl®joists while meeting the new code. Please contact me with any questions you may have about the new standards or TJI®Joists with Flak Jacket® protection. Thank you, Mark Collins Email:mark.collins@weyerhaeuser.com Ph: 860-306-9433 "UIL®ING DEPT AU6 22 2016 TOWN OF EMaNSTAELI_ f 4. A% imiummor Weyerhacuser P R 0 T G C T f 0 R ENGINEERED WOOD PRODUCTS ® TM TJI Joists with Flak Jacket Protection Frequently Asked Questions , General Questions Q1 Are TJI joists with Flak Jacket protection code approved? Yes. ICC-ES Evaluation Report ESR-1153 (http://www.icc-es.org/reports/pdf files/ICC-ES/ESR- 1153.pdf) section 4.17 indicates that TJI Joists with Flak Jacket protection are "an alternative to the 2-by-10 dimension lumber,prescribed in the 20121RCSection 501.3 Exception 4, and have met the requirements of a floor assembly demonstrating equivalent floor performance." A one-hour rated single layer assembly(H) has also been added to ESR-1153. Q2 When will TJI joists with Flak Jacket protection be available in my market? TJI Joists with Flak Jacket protection are being supplied to specific projects in 2012. Contact your Trus Joist® representative if you would like to take part. Q3 How much do TJI joists with Flak Jacket protection cost? Contact your Trus Joist sales representative for more information about pricing and availability. Q4 Is a Material Safety Data Sheet(MSDS)available for TJI joists with Flak Jacket protection? Yes. Download a copy here(http://www.weyerhaeuser.com/pdfs/msds/496.pdf). QS Are TJI joist design values reduced because of the Flak Jacket treatment? The Flak Jacket treatment does not change the structural properties of TJI joists,'Hnowever, the 1 hour rated fire assembly(Assembly H) requires a 10% reduction in TJI Joist Me M6Mcapacity. This reduction is reflected in the design properties shown in literature and software. Residential (single family) applications do not require any change in TJI joist AiLrQjhuals Coating Questions TOWN OF BARNSTAq Q6 What is the coating made out of? L� Flak Jacket protection is a factory-applied patented pending intumescent coating Q7 How does the Flak Jacket treatment work? As a specialized intumescent coating,the Flak Jacket coating swells as a result of exposure to elevated temperatures which provides passive fire protection for the TJI joist. Q8 At what temperature does the coating activate? When it is exposed to temperatures in excess of 165'C (330° F). Q9 Can heat from dryer ducts or hot water pipes in contact with the coating cause it to activate? No. Q10 Can construction heaters(such as torpedo and radiant heaters)cause sufficient heat to activate the Flak Jacket treatment? No. Activation cannot occur at typical temperature ranges under normal usage. Contractors should keep combustible materials away from these devices in accordance with our recommendations. Q11 What if the coating is inadvertently activated?Can it still protect the joist after it swells? If the TJI joist with Flak Jacket protection has been exposed to temperatures sufficient to activate the coating,the product should no longer be used as the structural capacity and fire endurance may have been compromised. October 25, 2012 Page 1 of 5 Flak JacketIm Frequently Asked Questions Q12 Can the TJI joists be used after exposure to a fire? No. Once exposed to a fire,the structural and fire endurance properties may have been compromised. The structure should be evaluated by a qualified professional. Q13 Are the dust particles created when the joist is cut or drilled hazardous or irritating? Dust particles are no more hazardous or irritating than those resulting from cutting a standard TJI joist. Refer to the MSDS sheet(http://www.weyerhaeuser.com/pdfs/msds/496.pdf)for more information: Q14 Does the product give off any gases during the life of the structure(such as formaldehyde)? Emissions from products coated with Flak Jacket protection are no different than other Trus Joist Engineered Wood Products. For more information about adhesives and formaldehyde emissions refer to our Technical Resource Sheet#1505 (http://www.woodbywy.com/literature/1505.pdf). MSDS sheets for all EWP products and the Flak Jacket coating are available here (http://www.weyerhaeuser.com/Sustainability/Planet/Products/MSDS). Q15 Does the Flak Jacket protection increase smoke toxicity compared to ordinary wood? No. The leading cause of death in fires is smoke inhalation. Testing shows that there is no significant difference between the smoke toxicity of ordinary wood and that of Flak Jacket coated EWP products of the same species. Q16 Are there any compatibility issues with typical sealants,spray on termite treatments,or other products it may come into contact within the home? While it is impossible to test our product with all possible construction materials,we are not aware of any compatibility issues. Once cured,the Flak Jacket coating can generally be considered as chemically inert and benign. Durability Questions Q17 Is the coating durable? Will the coating fall off due to handling and installation? The Flak Jacket coating bonds to the wood fiber and is extremely durable. Fire endurance will not be impacted if a small amount of coating is chipped off due to cutting or handling. Storage handling procedures are the same for all TJI joists. Refer to our storage and handling guide for specific instructions..http://woodbywy.com/literature/1507.pdf Q18 How moisture resistant is the product? The coating is water repellant and the fire resistant properties are unaffected by moisture. Q19 Will the coating crack and flake off as a result of typical swelling and shrinkage of the wood substrate? Because of the strong bonding characteristics of the Flak Jacket coating, it will remain intact through typical moisture fluctuations during the construction and life of the home. Should hairline cracks occur in the coating,they will not impact the fire performance because of the intumescing characteristics of the Flak Jacket coating. Q20 Why isn't the entire TJI joist coated? The Flak Jacket coating is only applied to the web surfaces and the edge of the bottom flange. The top and bottom surfaces of the bottom flange will not normally be coated nor will the top flange of the joist. However, it is possible that these other surfaces may inadvertently contain coating. This may vary from joist to joist with no loss in performance. October 25,2012 Page 2 of 5 Flak JacketTM Frequently Asked Questions Installation Questions Q21 Do TJI joists with Flak Jacket protection need to be installed in a certain orientation? Yes. Unlike uncoated joists which don't have an "up/down" orientation,TJI joists with Flak Jacket protection must be installed with the untreated flange up (away from a potential fire). Joists webs will be marked with an arrow to indicate the proper orientation. TOP �:������ TOP -a56s 09M4/2012 s HAUT rjl Zr� JRtiIlCla r HAUT rv�roty TrusJO%SLCOm ICCES ESR-1153 Q22 What can be done if joists are installed upside down? For a single family membrane protection application, install a single layer of%2"gypsum wall board or 5/8" structural panel membrane in accordance with section R501.3 of the 2012 IRC. Alternatively, if only a few joists are installed upside down, it would also be acceptable to sister an additional TJI joists with Flak Jacket protection (properly oriented)or an equivalent depth piece of Microllam® LVL or TimberStrand® LSL beside each joist. For a 1-hour rated assembly, install a second layer of 5/8"type X gypsum. Q23 Are special hangers required? No. Standard TJI joist hangers can be used. Q24 Are special web stiffeners required? Because of the Flak Jacket coating thickness,thinner web stiffeners are required. However, no special material or coating is required for web stiffeners. Q25 Are the web knockouts present and accessible?Can I cut larger holes in web? TJI joists with Flak Jacket protection do not have web knockouts. However, holes for wiring as well as round and rectangular holes may be cut or drilled for other mechanicals through the web so long as they meet the requirements found in Trus Joist literature or software. Refer to the following guides for more information: TJI Joist Specifier's Guide (http://www.woodbywy.com/literature/TJ-4000.pdf) or Framer's Pocket Guide (http://www.woodbywy.com/literature/TJ-9001.pdf). Forte Software(http://www.woodbywy.com/services/s forte.aspx). Q26 Does the fire performance remain intact when holes are cut in the webs? Yes.As long as the holes conform to the requirements of our published hole charts or software analysis,the fire durability will meet specified requirements. Q27 Can TJI joists with Flak Jacket protection be used for flush headers within a floor system? Yes. Alternatively,structural composite lumber(Microllam® LVL, Parallam® PSL and TimberStrand® LSL) can be used within the floor system without Flak Jacket protection. Q28 Is the surface of the product slipperier than an untreated TJI joist? The coating will be slippery when wet. However, only the web and the side of the flange are coated. TJI joists should not be stored, loaded or walked on in the flat orientation. The top of the flange is not coated. Unsheathed joists should only be loaded or walked on when properly braced and compliant with OSHA safety requirements. Refer to the Framer's Pocket Guide (http://www.woodbywy.com/literature/TJ-9001.pdf)for more information. October 25, 2012 Page 3 of 5 Flak JacketTM Frequently Asked Questions Single Family WO Equivalence Questions Q29 What test procedure was used to demonstrate equivalence to 2x10 lumber? Exception 4 of section R501.3 of the 2012 IRC allows for other assemblies that demonstrate equivalent fire performance of 2x10 dimension lumber. The test method for demonstrating this equivalence is documented in Acceptance Criteria for Prefabricated Wood I-Joists(AC14) (http://www.icc-es.org/Criteria/pdf_files/acl4.pdf) published by the ICC Evaluation Service. AC14 includes the following provisions: • The test specimen shall be subjected to an ASTM E119 time/temperature exposure for the duration of the test. • Each framing member e shall support a load corresponding to 50/of its full Allowable Stress Design (ASD) bending design load. • The test duration shall be defined as the time from the start of the test until structural member failure. • The test duration shall equal or exceed the required minimum duration calculated using the methodology specified in Chapter 16 of the National Design Specification(NDS),for Wood Construction assuming unprotected solid-sawn 2x10 floor joists,a 3-sided fire exposure,a nominal char rate of 1.5 inches/hr,a bending strength to ASD ratio of 2.85 and a load corresponding to 50%of the full ASD bending design load. Q30 Does Flak Jacket protection allow fire endurance of TJI joists to be considered equivalent to that of 2x10 dimension lumber joists? , Yes. TJI joists with Flak Jacket protection assemblies were tested by third-party test agencies using the AC 14 procedures and ASTM E 119 time-temperature curves. The proprietary test reports were reviewed by the ICC Evaluation Service and were accepted as demonstrating equivalence as required by exception 4 of R501.3. Q31 How long will the product last in a "real"fire? Every fire is unique and the progression of the fire varies based upon many factors including the source of ignition,ventilation,fuel load, etc. However,the ASTM E119 test procedure has long been accepted as the standard for establishing time durations for rated assemblies and comparing the fire endurance of alternative framing methods. October 25,2012 Page 4 of 5 Flak JacketTM Frequently Asked Questions One Hour Assembly Questions Q32 What are the assembly details? Assembly H has been added to the Weyerhaeuser one-hour fire assemblies: 2 1.48/24 tongue-and groove, span-rated sheathing (Exposure 1) 2.TJI° 210, 230, 360, or 560 Series Joists with Flak -- :: Jacket' protection.Joist spaced at 16" on-center, = _ maximum. For 19.2"and 24"on-center systems, 14"deep or greater TJI®230,360 or 560 Series Joists are required. 4 3 5 3. One layer of W Type C gypsum board. 4.Resilient channels at 16" on-center. 5. Flak JacketTM protection applied to both sides of Typical resilient channel and web and the vertical sides of the bottom flange. gypsum board attachment Note: For TJI®Joists used in this assembly, use 90% of the published TJI® 210, 230 360 and 560 Joist bending moment. Optional: Glass fiber insulation, 3%2"thick in plenum, between TJI®joists above the bottom flange: Q33 What are the minimum permitted joist size and spacing allowed for a one-hour assembly? The following joist sizes are approved for use in the 1 hour assembly: TJI 210, 230, 360, 560, 560D joists. The minimum joist depth is 9%Z" and the maximum joist spacing is 16"on-center. Q34 Is insulation required in a one-hour assembly? No. Insulation is not required for fire endurance, but may be required to achieve required sound ratings. Q35 What are the IIC and STC assembly ratings? Sound ratings can currently be calculated or taken from existing sources. More testing is being completed to bring a greater variety of options for sound ratings for all TJI joists. Q36 How does the weight of a single layer assembly compare to a two layer assembly? The Flak JacketTM coating on the TJI®Joists as shown in Assembly H adds less than 0.3 psf to the floor system. The second layer of%2" or %"gypsum required in a two layer system (Assembly B) adds 2.2 or 2.8 psf of dead load, respectively. Therefore,the one-hour Flak JacketTm assembly reduces the floor dead load by approximately 2 psf compared to the typical two layer assembly. This reduced dead load may provide significant benefit for the seismic design of multi-story buildings. October 25, 2012 Page 5 of 5 - TRUS JOIST® TJI® JOISTS WITH FLAK JACKET" HOT DEADLINES. TIGHT BUDGETS. WHY TJI JOISTS CHANGING FIRE CODES. PROTECTION? FLAK JACKET PROTECTION? TJI®JOISTS WITH FLAK JACKETrm PROTECTION TO THE RESCUE. Helps ensure effective fire When building codes change, keep your cool under fire,and rely on.the quality,cost protection using existing designs and procedures efficiency,and innovation of Trus Joist®engineered lumber products.TJI®joists with Flak JacketTm protection help homes to meet the 2012 IRC Extremely durable,does not R501.3 fire-protection requirements in single-family homes Is.' WK require special handling or storage without the Use of sprinklers or gypsum board. Use the TJl joist ,x Faster,more efficient solution to with Flak Jacket protection for unfinished basements,exactly J r achieve fire safety requirements � Munm where and how you have relied on TJI joists in the past. P R 0 T E C TJ 0 N Easily drilled and cut for Flak Jacket protection offers proven fire.resistance and meets the challenges of mechanicals and ductwork shifting code requirements,without requiring you to shift your whole process. Customizable,predictable floor performance with TJ-ProTm Rating Solid.Footing,Superior Support • Includes the security of the Every TJI joist comes with decades of research and real-world experience—proven TJI joist limited lifetime product to keep floors smooth and strong. Backed by Weyerhaeuser support and customer warranty service,Trus Joist solutions stand with you over the long haul. Available in multiple series and depths For more information,contact your Trus Joist or Weyerhaeuser representative. BUILLINIr .. AUG 22 2a lopTOWN OF brerVAUr , f h PRODUCT WARRANTY eaaxaa�aa.a",a a x�a - .. emmun.wzeim�a>anen werea.a.auomaamaaienamaw,,. '. o-mas*oxen.anamwarvpa�rs«+ooeac+wmos SUSTAINABLE ! w FORESTRY CONTACT t INITIATIVE W W_. WA74 ""U 'M 888.453.8358 TrusJoist.com Certified sourcing www.sfiprogram.org January2013 A Weyerhaeuser,TJI and Trus Joistare registered trademarks and TJ Proand Flak Jacket are - Reorder TJ-4032 trademarks of Weyerhaeuser NR.©2013 Weyerhaeuser NR Company.All rights reserved. ENGINEERED WOOD PRODUCTS TM PRODUCT SOLUTIONS, FROM TRUS JOIST ; I FLOOR PERFORMANCE MEETS : FIRE RESISTANCE TJI®JOISTS WITH FLAK JACKfTT"' PROTECTION Hot button issues are flaring up in the construction world,especially with new residential building code requirements and fire safety concerns.When the heat.is on,TJ.l®joists with Flak JacketTA°.protection; �— offer,the high-performanceflooringyou rely on.with the fire-resistance that new regulations require.. , For.years,Trus Joist"solutions,backed by .. Weyerhaeuser support have streamlined $; the ease,efficiency,and quality of floor . t system installation.As the first 1-joist in `�f i the industry to offer a factory applied fire I`t resistance capabilities continue to enjoy. FLAK Ti the speed and superior.end results you • + - I Joist 1 count on with TJI®joists,now with Flak --� JACKET' JacketTm,protection to stay on top of IRC S =~ Z �INEEREo w000 vRoouczs rrrtccrn� Y requirements. Cost effective solution for builders that: }+ Appreciate the benefits of TJI Joists • Are impacted bythe.changing codes • Want to keep their basements unfinished i r ® MEMBER REPORT Level,Floor:Joist PASSED r O 1 piece(s) 11 7/8" T)I@ 230 @ ifs'° ®C Overall.Length:18 6 0 0 0 1860 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results _ Actual @ Location Allowed' Result LDF Load:'Combination(Pattern) System:Floor Member Reaction(Ibs) 634 @ 0 4 8 1485(3.50") Passed(43%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 610 @ 0 5 8 1655 Passed(37%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 2731 @ 9 3 0 4215 Passed(65%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.321 @ 9 3 0 0.592 Passed(L/664) 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) . 0.417 @ 9 3 0 0.887 Passed(L/511) 1.0 D+1.0 L(All Spans) TJ-Pro—Rating 41 40 IPassed • Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 4 5 13 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A structural analysis of the deck has not been performed. - Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser EdgeTM Panel(24"Span Rating)that is glued and nailed down. Additional considerations for the TJ-Pro'"Rating include:None Bearing Loads to Supports(Ibs) a ;Floor Supports Total Available. Required Dead Total Accessories .Live ...,•_. . 1-Plate on concrete-SPF 5.50" 4.25" 1.75" 148 493 641 1 1/4"Rim Board 2-Plate on concrete-SPF 5.50" 4.25" 1.75" 148 493 641 1 1/4"Rim Board • Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. 'Dead; Floor Live - Loads Location(Side) ` Spacing_ (0.90) (1.00) Comments .., 1-Uniform(PSF) 0 0 0 to 18 6 0 16" 12.0 40.0 Residential-Lving 12D 40L Weyerhaeuser Notes s . :', (rj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. �l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. - The product application,input design loads,dimensions and support information have been provided by Forte Software Operator BUILDING DEPT. AUG 22 2016 TOW,TOW,N OF BA R1NSTABLE Forte Software Operator Job Notes 8/19/2016 11:33:03 AM Brandon Sed Broomfield Residence - Forte v5.1,Design Engine:V6.5.1.1 - Mid Cape Home Centers 172 Seno Crocker Road (508)760-4479 Centerville,MA bsecl@midcape.net Page 2 of 2 ,� F O R 1 G° JOB SUMMARY REPORT Member Name Results Current Solution` Comments Floor:Joist Passed 1 Piece(s)11 7/8"TJI@230 @ 16"OC I Forte Software operator Job Notes 8/19/2016 11:33:03 AM Brandon Secl Broomfield Residence Forte v5.1, Design Engine:V6.5.1.1 Mid Cape Home Centers 172 Seno Crocker Road - (508)760-4479 Centerville,MA bsecl@midcape.net Page 1 of 2 i - i lA '6I i f , o 229 LOT Z28 227 30 O%k OF IV 0 '0�'o i WILLIAM yGn 1 v WARWICK y No.19771 , �o `Fps �fCISTE�`5�4'` , 1v1_1iuo,4rro/v C�errF/G9l/,)A< On the basis of my knowledge, information and belief, I certify to The Town of Barnstable, The Boston Five Cents .Savings Dank and Ticor l�r228 22�/O C, S , Title Insurance, Co. that as a. result of a survey made on the ground on G ii 8s, I findthat: The structure (s) are located on the site as shown. UN� �12 /985 S�/LF//"=ZO ` The title lines and lines of occupation of the- site are as *shown hereon. The site is situated in .Flood Zone-AA,co./-/.g- c- > J) 5 Town of Barnstable *Permit# ZDO 5 + G Expires 6 months from issue date Regulatory Services Fee snaxszna . 6 1639 Richard V.Scali,Director . ♦� Building Division Tom Perry,CBO,Building CommissionerENO 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us SCCC p 'O 9 Z015 Office: 508-862-4038 TOWN OF I` I i I `S i,50 790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL O. UV ABLE O Map/parcel Number Not Valid without Red X-Press Imprint U M' n Property Address 1 ';X 2 e-( C:) OC:CSI_� ( �('y► I e 1111-1 ❑Residential Value of Work$ k Minimum fee of$35.00 for work under$6000.00 C\I , Owner's Name&Address 2(\_0 Cc_x_q_y' o_rA+e_( V (( e- ry Contractor's Named arm 1 U \a. Telephone Number Home Improvement Contractor License#(if applicable) I Email: I�Y1T1. -�OIrVIR_Lsiw G 41(,�S4-..g_ Construction, p� (� t o Supervisor's License#(if applicable) C°� 0 L4 t(� ❑Workman's Compensation Insurance " Check one: ❑ I a sole proprietor „ ❑ am the Homeowner I have Worker's Compensation Insurance Insurance Company Name � ) t T aS U r,-_ 1 Workman's Comp.Policy# ( LJ F C 4419 g Q 1 S Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ' ❑ Re=roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ` XRe-siodfe (hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows k, #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required: Separate Electrical&Fire Permits required. • s *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,`Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. - A cop of a Homehnprovement Contractors License&Construction Supervisors License is req ed. y SIGNATURE: - Q:\WPFILES\FORMS\building p it orms\E); SS. Revised 040215 +s. I • "RNSTABLE • i639• Town of Barnstable ti ° Regulatory Services Richard V.Scali,Director , Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 `Property Owner Must Complete and Sign This Section If Using A Builder I h�V as Owner of the subjectproperty i? l A T— hereby authorize o act on my behalf, ° in all matters relative to work authorized by-this building permit application for: ` 7Z (Address of Job) 4,. 45 f, Signature of wnex �i ate goom Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. QAWPFILES\FORMS\building permit formsEXPRESS.doC Revised 040215 I • , Town of Barnstable Regulatory Services oF� roif. Richard v.Scali,Director Building Division BA WSTAB1A ` Tom Perry;Building Commissioner} MA sB s639. `0� 200 Main Street, Hyannis,Na 026011 ATEo � www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 r HOMEOWNER LICENSE EXEMP ON Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# . CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was exte _ed to include owner-o cu ied dwellings of six units or less and to allow homeowners to engage an individual for hire who doe not possess a licens ,provided that the owner acts as supervisor. DE ON OF HOME WNER Person(s)who owns a parcel of land on which he/she resi es or intends to eside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structures accessory such use an or farm structures.'A person who constructs more than one home in a two-year period shall not be considered a homeo er. Such" omeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be res ons' le fora such work erformed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for complian a 'th the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the o , of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said p oced es and requirements. Signature of Homeowner Approval ofBuilding Official Note: Three-family dwellings containing 35,000 cub' feet or larger will be re uired to comply with the State Building Code Section 127.0 Construction Control HOMEO R'S EXEMPTION The Code states that: "Any homeowner perfor ing work for which a buildin ermit is required shall be exempt from the provisions of this section(Section 109.1.1-Lie, sing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such omeowner shall act as supervisor.'" Many homeowners who use this exemption a e unaware that they are assuming the re ponsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing onstruction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the h meowner hires unlicensed persons. In this c e,our Board cannot proceed against the unlicensed person as it would th a licensed Supervisor. The homeowner acg as Supervisor is ultimately responsible. . e To ensure that the homeowner is fully a are of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify at he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by sever towns. You may care t amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 040215 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 'Map- Parcel Application # Q Health:Division Date Issued tfllu Conservation Division Application Fee S� Planning Dept. Permit Fee, "f.a i lo� ') Date Definitive Plan Approved by Planning Board ti Historic - OKH P 1� Preservation/ Hyannis -=-� ,,. Y 4 t.' to nn �w2 Project Street Address ._� ��.. XR4 Village ziY1 Owner ,rhea_ ro0lrn+') Address Telephone n -b-66, 42 I I Permit Request @av O 42 p/L !2 �l�f Square feet: 1 st floor: existing proposed nd floor: existing propose Total new - d Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Y ❑ N 'g g es o On Old King s Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count 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) r Name MTl 40 i A Telephone Number Address License # C�S_ 0,7DLl 1 D kk Q_dWq Home Improvement'Contractor# Email fh-�) &lC_dMC_Q,4, Azi Worker's Compensation # a-t L0 6 CAR 4016 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE T FOR OFFICIAL USE ONLY APPLICATION# I DATE ISSUED i I ' MAP/PARCEL NO. } i i ADDRESS VILLAGE OWNER DATE OF INSPECTION: ! FOUNDATION i . FRAME INSULATION �� �`At�—S���+•t Z�ZgQ�f c FIREPLACE ELECTRICAL: ROUGH FINAL i PLUMBING: ROUGH FINAL i GAS: ROUGH FINAL FINAL BUILDING ® 112J I I DATE CLOSED OUT ASSOCIATION PLAN NO. i i DESIGNS 62 LAKE DR POCASSET MA 02559 E 508-563-1115 FAX 508 563-7930 r /�4ENSAATHSWENWL ONTRAC77NG MA BUILDERS LIC.#080410 Signature Date — / MEMBER OF BUILDING TRADES ASSOCIA77ON #A40122 BUILDING LICENSEO CS 080410 MA HOME IMPROVEMENT k 156533 t r MICHEAL BLOOMMELD 2 AFT INSULATION CERTIFICATE This form must be filled out and posted to comply with building code requirements. Meets IRC Sections N1101.3, N1101.41, and N1101.8 requirements. The following spray polyurethane foam product(s) has/have been installed. Thermoseal 1200 Open-Cell Spray Foam Cell Spray Foam Insulation Insulation Thermoseal 2000 Closed Thermoseal 500 Open-Cell Spray Foam Insulation Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R314 Foam Plastics forspecific requirements. The spray polyurethanefoam in sulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated 'Aged R-Value Thickness" Attic Open Cell Foam R At inches Sloped Ceilings R At P, inches Walls Closed Cell Foam R21 At nches Basement Walls R At inches Floors Closed Cell R21 At 3 inches Crawl Space Perimeter R At inches Basement Ceiling Fiberglass R At inches Garage Ceiling Fiberglass R At inches **Nominal thicknesses are representative of field,spray-applied foam material Jobsite Address: 172 Zeno Crocker Rd, Centerville, MA Date of Installation: 07/28/15 Building Contractor: MTI Insulation Contractor: ATF Phone: 508-400-7998 Installed By: Arnold Toledo i i 9 200-1 400 Series Patio Doors 2 Panel-FWH 1 $2,787.30 $2,787.30 71.25 x 79.5 Installation Zip Code= 02601 U.S. ENERGY STAR®Climate Zone=.Northern Standard Width = RO: 72" UNIT: 71 1/4" Standard Height= RO: 80" UNIT: 79 1/2 Frame Width = 71 1/4 , Frame Height= 79 1/2 ! '� Unit Code= FWH6068 Venting/Handing = Passive Left-Active Right Exterior Color=White Interior Species= Pine Interior finish Color=White-Vinyl Wrapped i Glassflption'� =ow iH gh Altii de'Br ather Tubes= No. V Glass Strength =Tempered Glass Tint= No Tint \ f Specialty Glass= None 71114 Art Glass Series= None n Hardware Style= Newbury Hardware Color/Finish = Bright Brass Hinge Finish/Color= Bright Brass Panel Stop/Finishes= Bright Brass Temporary Construction Trim,Set= None Exterior Keyed Lock=Yes Lock Cylinder Keyed Alike= None Unit 1 Left Glass: Full Divided Light(FDL) Unit 1 Left Glass: Colonial Unit 1 Left Glass: Grille Pattern =Colonial Unit 1 Left Glass: Grille Bar Width =3/4" Unit 1 Left Glass: Exterior Grille Color=White Unit 1 Left Glass: Interior Grille Species= Pine ' Unit 1 left Glass: Interior Grille Color=White Unit 1 Left Glass: 3W5H Unit 1 Right Glass:full Divided Light(FDL) Unit 1 Right Glass: Colonial Unit.1.Right Glass: Grille Pattern.= Colonial Unit 1 Right Glass: Grille Bar Width = 3/4" Unit 1 Right Glass: Exterior Grille Color=White Unit 1 Right Glass: Interior Grille Species= Pine Unit 1 Right Glass: Interior Grille Color=White Unit 1 Right Glass: Insect Screen Type= Full Screen -Insect Screen Material=Fiberglass Insect Screen Frame Type=Gliding Insect Screen Color=White Double Insect Screen Track= 5 1/4" Exterior Trim Style= None Extension Jamb Type= None Sill Extender= None Room Location = None Trim Set 1 Part Number=2577544 Panel Stop 1 Part Number=2579501 Panel Stop 2 Part Number=2579501 Exterior Keyed lock 1'Part Number=2579499 Insect Screen 1 Part Number=2565308 Insect Screen 2 Part-Number—2565308 Double Screen Track Part Number=2577704 Threshold Part Number= 1207030 Sill Support Part Number= 1997057 Search by Unit Code= No Grille Alignment Type= Standard Grille Alignment www.HomeDepot.com Page 4 of 8 Printed By: MICHAEL Date Printed: 1/8/2015 9:31 AM 100-1 400 Series Awning 2 $608.59 $1,217.18 28.375 x 28.375 Installation Zip Code=02601 U.S. ENERGY STAR®Climate Zone =-Northern Standard Width = RO: 28 7/8" UNIT: 28 3/8" Standard Height= RO: 28 7/8" UNIT: 28 3/8" — - Frame Width =28 3/8 Frame Height=28 3/8 Unit 1: Unit Code=AW251 m Unit 1: Frame Option = Installation Flange Unit 1: Venting/Handing =Vent Unit 1: Electric Operator Prep= No -Unit 2: Unit Code =AW251 Unit 2: Frame Option= Installation Flange. Unit 2: Venting/Handing = Stationary.. Exterior Color=White Interior Species = Pine f / Interior Finish Color m L�=White Painted j 28 A High Altitude Breather Tubes= No Glass Strength = Standard Glass Tint= No Tint Specialty Glass= None Art Glass-Series-= None Hardware Style=Traditional Folding Hardware Color/Finis h =White Corrosion Resistant Hardware= None Finelight Grilles-Between-the-Glass Colonial Grille Pattern = Colonial Grille Bar Width = 3/4" Exterior Grille Color=White' Interior Grille Color=White 2W2H -insect Screen Type=-Full Screen Insect Screen Material=TruScene Insect,Screen Color=White_ Exterior Trim Style= None Extension Jamb Type= Interior Extension Jamb Extension Jamb Profile=Standard Extension Jamb Species= Pine Extension Jamb Color=White-Painted Extension Jamb Width =4-9/16" Extension Jamb Configuration = Head-and-Side Member Extension Jambs Extension-Jamb Application Location—Factory Applied Room Location = None Hardware Part Number= 1521039 Insect Screen 1 Part Number= 1505782 Search by Unit Code=Yes Enter Unit Code = aw251 . Select Unit Code=AW251 D = P/PG Upgrade No - Grille Alignm 1A tam Grille Alignment fait lli factor Unit 1: Unit Solar Heat'Gain-Coefficient-(SHGC)= 0.28 Unit 1: U.S. ENERGY STAR.Certified=.Yes. Unit 2: Unit U-Factor=-- Unit 2: Unit Solar Heat Gain Coefficient(SHGC) _ www.HomeDepot.com Page 2 of 8 Printed By: MICHAEL Date Printed: 1/8/2015 9:31 AM Town of Barnstable 66�) 7/17hy �TME' sti Regulatory Services - �'" Richard V.Scali,Director " 'MMSTAB MASS.M Building Division En9.r1.�� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us ` Office: 508-862-4038 Fax: 508-790-6230 PERMIT# ` Z �Ca FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY _--- --� -- - 200 square feet or less- Location of shed(address) Village Property owner's name Telephone number �+ rya 9st6 Size of Shed Map/Parcel11 # . ' all, ` 4"J Signature Date D .1:70 Hyannis Main'Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? k"0 M If over 120 square feet,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-shedreg REV:040914 G l 0 I i /oo,00 I 0 10 4 EEX/ST' m xOL/NO. v EN 33, i { 4 22 LOT Z2 8 2Z7 V7a 44? �NOF M4S Wii_!_!AM CD /r r ' nn. VVARVJICK- No. 19 71 On the basis of my knowledge, information and " belief, . I certify to The Town of Barnstable, The Boston Five Cents Savings Bank and Ticor . ZO7 � --�V,0 Title Insurance, Co. that as a result of a survey made on the [;round on I find th at The structure (s) are: located on the site as ii_ shown. J-7-Z 11V /� 1,9a-5 �C4iE 1 �� The title lines and lines of occupation of the site are as shown. hereon. The site is situated. in ?Mood. Zone Community. .PaneL.Ao. &141 VX Date: G iz William Flo � anaick,RLS s . k' Town of Barnstable *Permit# ROO P r/g' �y Expires 6 months from issue date O s Regulatory Services Fee X+es. .g Thomas F.Geiler,Director gEo � Building Division V Tom Perry,CBO, Building Commissi 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-.862-4038 10, jN%P�508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Q- Not Valid without Red X-Press Imprint l Map/parcel Number r 1 O I O Property Address 1-7 3- Z erQO ` roc t2 f-� C��it�2��i u i ❑Residential Value of Wo 136 (�ro� Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address Oa fe5 c�a 2P(Qo ernJpf 00 0,0f0fP( jt I11 IA-4/4 Contractor's Name V—` T� Telephone Number" �" Home Improvement Contractor License#(if applicable) y t I Construction Supervisor's License#(if applicable) ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance Insurance Company Name AMAQ ft—In chi Ce NG-P Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) Re-roof(stripping old shingles) All construction debris will be taken to YO i w4 O a� ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows. U-Value (maximum .44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. ,Alome Improvem nt Contractors License is required. SIGNATURE: J�j Q:Forms:expmtrg Revise071405 Sys u.Y 3 .}F �t1iE Tp� ti Town of Barnstable Z iA7 MASM v MAss. g' Regulatory Services gfc> ° Thomas F.Geiler,Director Building Division Tom Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder ltp l d f , as Owner of the subject property I hereby authorize toGA 10 N) to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Owner Date Print Name Q:Forms:expmtrg Revise071405 . ,.4;kX-PRESS PERMIT ���� Town of Barnstable *Permit# 47 JUL 13 2006 Expires 6jaCnihsfirom issue dace TOWN Services Fee WN OF BARNSTABLE Thomas F.Geiler,Director Building Division 1. --7jl�4(v Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address 1— a C rdci4,t� , J Ct Aie c-, I e [a'Kesidential Value of Work $ , � Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address 1 1 1 i V`e, +?rCXo ry-, y i it cJ 11 7--a nC) Crtrltie-( . Contractor's Name �D sa.,w Telephone Number —� 7— �" ✓ Home Improvement Contractor License#(if applicable) 0—�>G Construction Supervisor's License#(if applicable) C- C) ❑Workman's Compensation.Insurance Check one: R"I am a sole proprietor 0 I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ,/� E Re-roof(stripping old shingles) All construction debris will betaken to `)vim D S)er 4 ❑Re-roof(not stripping. Going over existing layers of roof) [EIRe-side [Replacement Windows. U-Value a 3S (maximum.44) . *Where required: issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. . ***Note: Property Owner must sign Property Owner Letter of Permission. me Improvement Contractors License is required. SIGNATURE: Q:Fom-is:expmtrg Revise071405 a vOf1HE�0s, Town of Barnstable Regulatory Services MASS, $ Thomas F.Geller,Director >Eo�u►j'�� ,, Building Division. Tom Perry, Building Commissioner 200 Main Street $yannis,MA b2601 www.town.b arnstab l e.ma.us Office: .508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign TWs Section. -If Using ABuilder L i VIE Wo m' , fAk ,as.Owner of the subject property . hereby.authorize a,wg T to act on my behalf, in all matters relative to work authorized by this building permit application for. �e ZPrrf CCU .e (Address of Job) Signature of Owner Date Print Name Q:F0RMS:0 WNT"ERMl5s10N 4 �R" t= ` 1 V � - TOWN OF BARNSTABLF i• � �, DEPARTMENT OF EEEAl f'il SAFETY AND -a ENVIRONMENTAL SERVICES BUILDING;DMSION STOP WORK. THIS."URUCI'UREANDIOR PRI?,'vIiSI',S fIAS BEEN r a 1,,NSPEC'fEl)AND'I'H E FOI,I,ONV IN(::V IOI.VI'1ONS OF'I'EfE BUILDINGCOUI:ANI)iOR ZONING: ORDINANCE IiAVE I3E i N FOUND: � e i1 r/8o Crag l i t N(, PER(,AZfi u 2) 3) YOU ARE HEREBY NOTIFIEU'1 uxr NO ADDITIONAL WORK SHALL BE UNDERTAKEN UPON THESE PREMISES,OR THE PREMISES I OCCUPIED UNTIL THE ABOVE V10I.AE'IONS �I ARE CORRECTED. =' ANY PERSON REMOVING,THIS NOTICE WITHOUT' PROPER AUTHORIZATION SHALL BE LIABLE? TO A FINE OF NOT LESS THAN FI}•`I'Y,NOR ;�{ORE'I'HAN ONE HUNDRED DOLLARS. �__ Address _ 172— Z no .,rO35er Date 6Ainj Co ss oner rE Y: 4 s , r « i � s .• '. tGi.. shy M + ' i ems_ �.„ �t .: ,F'v t � �.t ►' _ 4T•' C ,��µt s:+4 ` � �". ,". �� .',j� �`-,�� a .5/ a.. "p{t ii ak.� Z rw',3 r'.� : •�` "� �''+9 :,; L,2`� ., lstg.,�T +yn':°�a '��l� `�'fF ��t � ., A S. .Y. ,aj7 r7,s rA •; � a •,�. :,`,� _ � �� ,;�, w •.tv. ',�+ 5 •1+4iy`'fs '�r.' . _.. �...rt. ,.,i;My't.ti t a '..,a^ �,. . l, y`" .. .` •s r rR F r .'..-_!�• .s r a ,� x,T,� ..��.:.-x� .. •rr'' *, �,lw..:�`�."s 3 v y � r a :tom �, p T. *l:t, x. k � �a�s 4y77, r/ 44b91 ? ^ � +. 's' ? oi�, ,S+t xt#xr l S'r . •`� ., ! .t rc ids et * f_ _i 'Q:�. '. "y`�,�,,;;� �i,.. f�����• t1h1 •t \ ''^ S ��t� A ,t .x ,.. xi`• p,x r •f {l 6'Y ;; ` °- 2 �� .r �'\ - .q _ .1 i s�`4„ -t. :7�� :,� r _. •did'r:�_H. Y�' =JT� -4� } _ -v'_ �. Y' �` _� 4' '• pa' <---JC :' xQi{`'de zr - 1`D In ,F-P-'ta �� v,ef°3 i't `C�._�,',wii `�.L _ a �.'..-tS_�• .. `��r r y. �r >. ► . .�±e+. • .ram - _ _ ., _'G 1�`- , ;,,��� ,.e;,� - ��'.-+its.� � w rtt/�X�•; _ .�.� \- `. L � ,f -��. 3:l��9.�@}�+ ,...... �. y' s P _�,a ftC✓�.- .,t..• ,+:�01 'r n�/T t � +.rr ��k��r•0a e� =$ ti n, fte Now MINNS r ..a P �:�- ------ a-7 � � .., c•_,,,;t �t = � `aS d Ott '��`�`'. �, 'R�:~ •+s1�• � �_.J et -,' +;lN..b,,,,.,�• -. �t - I �T!`1 �. �__��� ... ram•.� _ _ o-n> � 0 ,. _ 1 I • TOWN OF BARNSTABLE Permit No. ------------ Building Inspector cash tW 0• c� OCCUPANCY PERMIT Bond 1 � Issued to S TKUST Address t 228 172 -rocker Road. ✓ille _ Wiring Inspector � �� Inspection date Plumbing Inspector Inspection date .fir, Gas Inspector r Inspection date Engineering Department / Inspection date Board of Health Inspection date THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. ....................................................... 19............ L ..... .. ....... .................._._ Building Inspector } T /00,00 0 0 4 Ex�57 N GAR. O h 4 229 LOT Z2 8 227 /OD.44 OF Mgss9p WI LAMM. WARWICK z� ` No. 19771 On the basis of my knowledge, information and belief, I certify to The Tou*n of Barnstable, /,y `� ��� ��o�������,L4\ The Boston Five Cents Savings Bank and Ticor LU Title Insurance, Co. that as a result of a survey made on the ground on G ii Ps , I find that: The structure (s) are located on the .site as shown The title lines and lines of occupation of the site are as shown hereon. The site is situated in Flood. Zone/Vgn•A/ Community-Panel-No. Date: G iz es- 7-7 William M. 'v:artaicic,RLS Assessor's map and lot number ....../................................... of THE To Sewage Permit number gE... +' t yi: ° {l� MUST INSTALLED IN COMPLIA:,.,;, WITH Z 33ARNSTABLL i �'V?i H TITLE 5 NAM , House number ..... . ...................Z........................................ y soo 'Cie39- ♦� ' (ter ENVIRt�I�I iSNTa�I CC3:t F _'ei�awara� " TOWN OF BARNSTXBL� ION BUILDING INSPECTOR ,1: 1 t: f). J l APPLICATION FOR PERMIT TO ) /Cl 1..�� .. ........... ................ Z................................ TYPEOF CONSTRUCTION .....1 �... ........ ........ � ....1�......................................................... t , TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following in/f�oorrmattio�n: Location ...........� """' ..C%?' 1�.. ���..%.1...L-- ?...... ProposedUse ...........C)w.,e,J/ -G ......................................................... . ............................................................ ZoningDistrict ................... ... ... ..................................Fire District .............. ............................. Name of Owner-,/.. . 11. .. ........................Address ....... S /f / d I e Name of Buildee/IIvel,.�..... .�//P.S e................Address ... .. ................................................. ....................... Name of Architect �� �: ! Address Numberof Rooms ................ ......... ......................................Foundation .. . . .......... ........... ... ..... Exierior ...........���/1�... .. ........�.................................Roofing ........� .� .. Floors ..............................................................Interior ............ � Heating � j�.........................................Plumbing .... f ....G �� Fireplace ...................`..'i�/. ..............................................Approximate Cost ............ Definitive Plan Approved by Planning Board - --------19 e�. Area .............. ...... C 76" Diagram of Lot and Building with Dimensions Fee ..............�J.�'°'�--� .................... SUBJECT TO APPROVAL OF BOARD OF HEALTHO oyry OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable r or 'ng the above construction. Name .: .... .. .. . ... .. ................................ 1 Construction pervisor's Licensee... .. S S TRUST 28058 V2 .StOrY No ................. Permit for .................................... Single Fami I;Lr.Ig .................. Lot 228, 172 Zeno Crocker Road Location ................................................................ Centerville . ............................................................................... S L S Trust Owner .................................................................. Frame Type of Construction .......................................... ................................................................................ Plot ............................ Lot ................................ June 20, 85 Permit Granted ........................................19 Date,of Inspection .......... .........................19 mp�t leted .. . .....Date Comp ..........i qd��- EXISTING HOUSE I.RAKE BD.t I x 5HINGIP STOP TO MATCH EXISTING --------------- ceiling npipht __ --------- ---------- ceiling height oenmg height pen'ing n¢ipnl ----------------------------------------- -------------------------------- SKwcHr -------'------------- evOWNER --------------------------- -- Al MATCH TIXOIS p GHINGIPS MATCH EXI5TING ___________________________________________ WHITE CEDAR 5HINGIL5 Q _______________________________________ 6 Ix FASCIA BOARD O!1 ____________________________________________ EXPOSURE TO MATCH IXIST. ______ ______________________ ROOF OVERHANG OVER ____________________________________________ • __ _______ _____________ Ix PRIEZE BD.W/BED MtDG. _____ OR MATCH TO EXISTING TRIM _ __________________---____________________ existingsecontltloor ------------ --------- EXTEND EXI5T.SOFFIT "" """"-"--"'-'"-"'-"""------'_"--"--"'"-- axislinp sacontl IIOoI xislinp ceiling __ _ xislinp secpntl IIOor __ _xi,tin_p calling shop existing ceiling 1 v CORNER BD. CASEDGIN 1.OS TRIM 0 N MATCH IXISTIlIG RED CEDAR OAP50ARD5 ®®IXPOSURE TO MATCH IXIST. ®® - AnoeR::eN raEncnam Mq,1! -N,1.orr I,cnsiNr.ro -I exisr existing first Moor H3 xislinp tirsl Ilool FW168 __xisting test Moor shop first Moor OPEN UNDER,ROOF v I I OPEN UNDER ROOF I I I I I I I I I ' I I I W mN �J\ G. a00 I C_ C _� proposed I I PROPOSED ADDITION EXISTING HOUSE s, PROPO AoolrloN _ FRONT ELEVATION O o a (x V L____ .. ___ _________ ______ proposed W x U LEFT SIDE ELEVATION — ---—. ._ 8 w ^ 4^=1' ISMO aE �6i l tat I Ui\sJ Ie�lII Q U A06 012016 A Af SUILOIN DEFT, DATE 7'0VVN Oj e f?IVS "ABLE FIRE DEPARVJENT [SATE BOTH-SIGNATURES ARE RE"UIRED FOR PERMITTING 6xl:up9 ROOF ______ U EY.IST. SKYLIGHT "---"-------- (d ceiling heipnl --® ® ceillnp neipnt _- ciling heipnl - _____ ceiling_height Q ______________________EIF _-1 F _ ® ___________________________________________________________ ---------- Is 120.<Ix511I1AGIE STOP to TO MATCH EX15TI14G Ix FASCIA BOARD Oil ----------------------------------------------------------------- ----------- -------� ASHALT P.00F SHINGLES ^O U' ________________________________________________________________. _ _____________________________ MATCH EXISTING C 6'+/.POOP OVERHANG OVER __________________ _____________________________ _ WHITE CEDAR 5111n1GI.E5.�n ________________________________________ _____ _____________________________ •C G O MATCH TO W/BD MIDG. ________________________________________ _________________ _____________________________ EXPOSURE TO MATCH EXIST. OP,MATCH TO EX15T1lIG TRIM "--"-"-"------------"--"-"'"-_""-----"_" ---"""'---------- ------------------------- !x RAKE B0.•Ix SHINGLE STOP ((/ ________________________________________ V53D8 __________________ -"------------------ TO MATCH EX15TpIG a IXTElID IXIST.SOFFIT _______________________________________ _________________ ______________ O exsting second floor axis ¢xislinp secpntl IlOor - _ __ tin9 sacontl floor ________________________________ __________________ __ ^ __ p ceiling existing ceiling __ existing tailing xisei g sacontl goon Q> W =nog exislinP ceiling 0 ~ O w ` _ AN41 AI.IDERSEN AWIIIIIG a) U O M!'DOV/5 AN91 �v✓.iQ.�:i5T:fU O C f— I.CORNER BD. O(1.O N lA TcH Exl5TING C I/:X N Lij WHITE CEDAR,SHIlIGlES Q° Q.�.LI '^ W existing Iisi floor xisting first floor- xislinp first poor -_ EXP05URE TO MATCH EY.15T. ' shop IirSI II00! --� U W W I I BILCO'c'BUII.HEAD I I a � I I I I I _I DATE: 05/26/2016 EXISTING HOUSE PROPOSED ADDITION I I proposed . EXISTING HOUSE PROPOSED ADDITION I I I � SCALE: AS NOTED , RIGHT SIDE ELEVATION proposed I I REAR ELEVATION I I DRAWING 1r4—V-0" 114'=V-O" Al - 4 PROPOSED ADDITION EXISTING HOUSE PROPOSED ADDITION EXISTING HOUSE proposed KITCHEN EDGE OF EXISTING SEPTIC TANK e G'G' Y AND.AWNING WINDOWS \ZOD 2)AN41z IN5TALLNMIBILCO'C'BU KNEAD �yS3081 I 3k5'SHWR OUITSIDEDECK I VSBO6 I « \ / PrOP.■ I SHOWER Is I o \ /I:. I BATH 'I P,.O.44 3/4'v 4G 7/8' I I. � I I I° I LL O11 I" FALSE RIDGE,bwe ALIGN N —pose--------------- I I I ?--- —prod r-- N W No r------ -- I I I Prop.ROOF :KITCHEN - . - BUILT III J VAULTED CEILING I. Prop.ROOF exis i I wASN DRv U .4 grow..=e 2'-a" I • t/renov. 0 o I I m OFFICE t]S U d 1 SKYUGNT I _ I K111GNT-pfep. v - Proposetl l0 _ IXI OVE WTURE5 Ul W Lw MUD RM I BREAKFAST NOOK AND DooRs ns snowel x NVA Z •ii.. i ' i m ULTE CLNG U z I v I a W F-❑ IIII-— ---VA—— - exist. -❑ Ii csnp �, FWH 3166 O I SSVG H ,y®nr - OP:. (try BEDROOM proposedW DININGiri oe iIici,\ O I , "VL a �\ p I I I exist. � I I II � III. � II exist. I BATH I ° WOOD DECK I. GI I I iRIDGEN� L VWIQ� i. CLOSET I t V I exist...- I exist. RIDGE I I .proposed .BE - W - I CAR PORT ORKSHOP exist. STALL NEW VELUM. DIN - I I ON ro VVV V NTILATING OPENING LOFT v L, TTOM OF OPENING 44' I I A OVE FLOOR or LE55 � � 4G'/8' —————————— — Q exist. •� (n C prop.ROOP I L �V LIVING J /W/ y . FRAME LIEN' I I I r I -r-4 U • KfIEE N'ALL AROUND 8+/s I ro I I I I I 'I � c Q oro n _ �— I ..En Pcicv (3)13/4'x91/2' VL HEADER above UR O �+ ---- ———————— ----- -------- I c0 'z Z -----------------------� U� Q c a PROPOSED ADDITION EXISTING HOUSE to NO�/ N 0 ' O W N O 4 ILL proposed SECOND FLOOR PLAN proposed W m 1/4— ._D. FIRST FLOOR PLAN a IXlsnrw WALLS . OEMOUTIO14 1/4'=1-D' D'ISTIIJG lA'ALLS - 11�;WALLS , DEMOUTIOIJ DATE: 05/26/2016 - IIEX'\'/ALLS SCALE: AS NOTED DRAWING It: A2 4- PROPOSED ADDITION EXISTING HOUSE s PROPOSED ADDITION EXISTING HOUSE 2x10 ROOF RAFTERS @ 16"O.C. 8'd' SnowN FLOOR JOISTS WIIA-5ATISFY EDGE OF EXISTING SEPTIC TANK ` HOLD-DOWN ANOVED CHOR IMPSON MIN.LIVE LOAD DEFLECTION UNITED TO U480. " (TYF'I FOR STIFFER FLOOR.MIN.UVE LOAD IN LOCATIONS AS SHOWN 6'-6" DEFLECTION UNITED TO U560 USE 117/B•AJS 190 ALLJDISTS@12'O.C. ----- --------------� 8•THICK a N HIGH POURED CONCRETE \ ' FOUNDATION WALL ON 8':16'CONTINUOUS r ' CONCRETE FOOTING I 2 ROWS OF SOLID BLOCNNG @ 48-O.C.AT GABLES • BASEMENT WINDOW-TYPICAL•• I \\ ` TYPICAL N PROVIDE 2J#4 REBAR5 @ TOP I I I D V \ SKYLIGHT O_ "' EXTEND 4•EA.WAY PA55 WND. \ 2G. @7LLI.ISL� �9 1 :,...♦: I b s I z O • ..v2.lo b v I I I £c existing WOOD DECK above 11 7/8"Al.160 % Ln F "� xJ:51n 011-15 T.Q proposed i I a Fo SLItK�eno II FULLL BASEME REMOVE EXIST. ,5 LxJwF.L9 9 x l 5 t l n ROOF I BULKHEAD owL•G-11 9 1 I 4 THICK POURED CONCRETE SLAB FLOOR �o`--TIN.-FOUNDAT— J ON 3 MIL POLY VAPOR BARRIER OVER r— - I e0l V-ICAI " CLEAN COMPACTED GRANULAR BASE I r—————— GALL wAN.IMFR:e�i:UNS rr••••�� (� • A 3'+ OPENING TO Y • I I--I I —• By•KT TQ. AINL 51' n�C(fNG WALL NSTAIt I m ^? .• m 8'CMU OR POURED CONC WALL PROP.FULL BASEMENT V 'i 4eAWAY FROM EXISTING FOUND.•WALL ` - C I I O SITE ADJUST HEIGHT OF THIS WALL I —————— existing I '—' O O SKYUGHT � 2x12 FLOOR JOISTS @ 16"O.C. I LT. d. rx o, I4 2/2+10'IL % — — — — — — — — e .I O Y F1 7/8"AJS 140 ALLJOISTS @ 16.O.C. b a - I ON/ O -jj ausling launeallon lull walls P I' WM U ."j. ZO • Z I L BN FA? le < ♦ • I 1-4 O 0El♦ BEARING WALL BELOW o r = FC1T wut(��♦/.I I Q N W Q w _ Yon existing ROOF w STEP OOWN FND WALL/FTG. n I p [azj Bar -,- TO FULL HEIGHT(79'+/7 HERE W TnICI.,41-11,HIGH W U a _ " O10 4 d POURED COtICP.ETE FnIO.WALL i Q W EXIST. 5KYUGHT " is d existing ROOF s existing' ` EXISTING ROOF RIDGE �'\ FULL BASEMENT • 2X12R.80. 11-1 EXISTING POOP RIDGE / � � I op of cone.slab to lwllom of Ot.jsls-7'-7 17- \T t�- 2M2 RIDGE BD. r N II � exi51.(212x12 � II-c to I. existing ROOF _ r I proposed CARPORT above exstirlg Canc.sleB nooF/unexcaoalee - existing ROOF I unexravaleC - - 511Lz ` o INSTALL LIEN' S,Y GHT _ Id ^ J U co a Fn z existin Q W 2x12 FLOOR JOISTS @ 16"O.C. \ I axisnn9 frost wane I - � �^-•1 C Q �' • • exist.(212x12 LL (3) 3/4" //2'LVL EA_D R / I 1 ' .. ro a O T------------- 5,8„ EXI5TIIIG DORMERS - T/P1cAl.: IL o•DIA.CONCRETE 501JOTUBEs 3" L ON CONCRETE 28•DIA'BIG FOOT'FTG. tl to .EXIST.HOUSE f ATTACnTPOST TO 50NOTUBE V/ - T L 2_Oi F�1 Q z ABU66 P05T BA5E L �+ Q L>a [� Y a • PROPOSED ADDITION EXISTING HOUSE N W 0 z n c N Z D s/8'GAUVID ANCHNEW ons @ rnwa.WALL s o cw G-j 2-FROM proposed C ,Nn„ 0 ROOF FRAMING PLAN END OF PLAT!S.U5E3'.3• 1/4-PLATE%VA5HER5 FOUNDATION PLAN BOLT EIABENTMENT MIN.7- < - PROVIDE CONTINUOU5(2)#4 REBAR5 • 1/4"-1-0" EX15TIIlG WALLS@ TOP.BOTTOM t MID-HEIGHT OF PIID,V.ILL 1/4"=V-0" W <CONTIN.(3)#4 RE5AR5 IN FOOTING DEMOLITION / K H ® NEW WAU-5 d ~ DATE: 05/26/2016 SCALE: AS NOTED DRAWING p: A3 - 4 EXISTING 5KYUGHT EXIST. ROOF xisl.ceiling height SITE ADJUST ROOP PITCH IINSTALL R.RAFTERS AS SHOWN) lb VENTILATING TAL NEW VELD% VE- NTILATING SKYLIGHT 2.10 ROOF RAFTER5 @ I G,O.L. exist W/5/8'CDX.PiSHEATHING 4 OPBONlLL BUILT IN ASPHALT ROOP SHINGLES(MATCH EXIST.) STORAGE SPACE BEDROOM I gal Os 16'O.C. f TO CREATE VAULTED CEWNG V eac_on011oor@MAIN H& e.isung eepona noor •plop.Dlata hl. VAULTED CEILING -- _ —d.h.hl.- _shop existing ceiling ' EXIST. STUD WALL N 2x6 EXTER.STUD WAILS W/ propos 51/A'FriIrISL.•1/2'PLWJD. DTOpO58d eXISI. •4 - a� 5HEATHING,HOUSE WRAP< KITCHEN BREAKFAST NOOK WORKSHOP ^. W.0 SHINGLES(MATCH EXIST.) T<G PLYWD.5UBPL0OR ON F 1 7/8'Al5 140 Pa.J5T5 Q I G'O.C. pmo./exist.nit uoor ximinp lust noor e ------------ --------------- __ shop nrcl uoor 1- IXIST.FLOOR P.T.2x6 SILL PLATE 0,5/B';- 2.FR ENO O @MAX.48'O.C.'6•- 2'FROM ® Z • WA h PLATES.USE 3'x3'.1/4'PLATE O WASHERS,BOLT EMBENTMEIJT Mir 1' f/J 4'0„ EXIST,FOUNDATOn1 WALL W K - (2)#4 KEBABS W/IN I OF TOP prop (2)a4 REBAR5 @ MID-HEIGHT FULLL BASEMENT 8'THICK,79'HIGH POURED CONCRETE TO Rt aN P-1 T.5nORr FND.WAL:Ik5rAr,. FOUNDATIOIJ WALL ON 5N F G'CONTINUOUS - W 8'CMU OR POURED CONC WALL C0IJCRETE FOOTING N ON 8'.1 G'CONC,GOUT.FOOTING I I 4 AWAY FROM IXISTI NG FOUND,WALL OF BOTTOM W/IN 2'-3' --- — SITE ADJUST HEIGHT OF THIS WALL-------------- OFBOTTOM ——-- -----------5 AU ---- (3)15 KEBABS W/Irl 2'3' .4•THICK.POURED CONCRETE 511 FLOOR, - Q J m OF BOTTOM OIJ 3 MIL POLY VAPOR BAP,RIER OVER H o W CLEAN COMPACTED GRANULAR BASE EXISTING O O O 44 12' C a Si SECTION T KITCHEN,BREAKFAST WORK SHOP In D 4 1/4'=1 Y m w o c n U G. w K - a Q ROOF RIDGE: 5IMP50111 18 STRAPS 09 EVERY RAFTER, • 2,12 RIDGE BOARD 2,10 ROOF RAFTERS Q I G'O.C. W/5/8'CDX..PLYV/D.SHEATHING x ASPHALT ROOF 5MINGIES(MATCH EXIST.) I 22'-0" Wr ` SKYLIGHT BY MINER2.6 EXTER.WALL �J 12 2,10 P,OOF RAFTERS(a�16'O.C. 7 V/5/8'COX..PLYND.5HEATHING s � � � V) F--I 2.O P,OOF RAFTERS @ I6'O.C. +/.4 ASPHALT ROOF 5HIIIGIE5(MATCH EXIST.) 2.8 COLLAR TIES Q G.O.C. c fT, -. N%5/8'COX.PLYWD.5HEATHIIIG s W ASPHALT ROOF SHIrIGtES(MATCH EXIST.) 312.E 2.6s a O moi plate h1. existing second 11-1 : __ prop.male hl. __ G VAULTED CEILING `141 CLX! -- —� -- 3/4'x91—LVL HEADER shoo existing ceiling @ W � proposed I I I I MATCH AND Ai C _ , EXIST.s NEW SOFFIT (T} 'D \ KITCHEN _ E I ® I I 51TE ADJUST Pi HEIGHT N (d 2.6 EXTER.STUD WALLS W) PTop. _- 2x6 EXTER.STUD V/ALL5 V:/ ProP I I I I ATTACH POST TO HEADERS V/ 51/4'FBGL.IN5L,1/2'PLW/D. MUD ROOM 51/4•FBGL.Ili,1/2'PLYV/D. MUD ROOM I I I I SIMPSOrl.AC6/ACE6 POST CAPS O �+ 5HEATMIPFG.HOUSE Y.MAP 4 �, SHEATH NG.HOUSEV.TAP t I I I I I .2 � L' I� IV.0 SHINGLES(WATCH IXIST.1 I` W.0 5hllIGIE5(MATCH EXIST.) proposed (� W DRY WASH I I I CAR PORT o I--H U 3/4'TeG PLYWD,SUBFLOOP,ON 3M'T6G PLW.D.5UBFL0OR Or 7/8'A15 14D Pa.JS or brat uoor Q 16'O.C. 11 7l8'A15 140 Pi J5T5 @ IG'O.C. - I I I I OL p p./exist xisgnp nit uoor _ o'.olaxisL nit xisrng fi"t floor c. U shoo first lloor 0 Z (3113/4'xg1/21VL (3 13/4'x g 1/2T.VL 0 N n 0 N r= - t P.T.2x6 SILL PLATE W/s/e'AIICHOR I TYPICAL BEYOND: O U BOLTS @ MAY..48'O.C.4 G'-12'FROM I I N DIA.CONCRETE 28'SO.OBIG F S o. prop. s prop. ON CONCRETE 28'DIA.'BIG ROOT'PTG. END 11 PLATES,use 3'x3'.1/4'PLATE FULLL BASEMENT wAsneRs.BOLT eMBErm4ENT rmoF.r FULLL BASEMENT ATTACH P.T. 5T POST ABOVE ATTACHPST BA SOtJOTUBE th% U + ABU66 POST BASE w L 8•THICY.I I I%HIGH it 8',l ii COI ILPETE 4'THICK POURED PORCPA RRI SLAB ELOOP. 8'THICK,7'9'HIGH POURED COI ICRETE 4'THICY.POURED CONCRETE SLAB FLOOR POUNDATIOII tVALL ON 8'i 16'COr1TIN000S ON 3 f.Jll POLY VAPOR,BARRIER,OVER POUNDATION WALL ON 8'.1 G'COtFT1110005 01)3 MIL POLY VAPOR BARRIER OVER, m F- COIICRETE FOOTING CUE ArI COI.IPACTED GRANUTAP,BASE CONCRETE FOOTING CLEAN COMPACTED GRANULAR BASE Lli DATE: 05/26/2016 SCALE: AS NOTED S3 SECTION MUD ROOM va•=r-o• SECTION CAR PORT&MUD ROOM DRAWING#: 4 va•=1•-0. A4 - 4 GENERAL NOTES \F -- __- - - _-- 3 -2 X 6 -9 11 --- - r NEW HARWOOD FLOOR ON TOP FRAMING'ON TOP OF EXISTING CONCRETE FLOOR No. REVISION/ISSUE_ DATE X REPLACE EXISTING WINDOW EXISTING HOUSE EXISTING FRONT ELEVATION . �.. :. ^ - .. � • , ORIENTAT�N STAMP� INSULATE EXISTING 22 XC44WWALLS - REPLACE EXISTING GARAGE DOOR e — -- Iw NEW FRENCH DOORS AND WINDOW __ wNNanTNEwwnErowx�YrosrrE�xER. • '" - -- r.. ro ANDV lYAu BEADRE• --- -- • _ I e LIDNrxAerox CNErR aIMExLaa aona+Exate wavcuw roREponrauro�swEPAreaEs TOWEDEPSM MTI HOME DESIGNS 2 -11 1/21J X 3 -9 S-1 6 X -8 1/2 61�DR J'OfASSET MA o2sss PROJECT NQ.ME: T- =. ... ROOMFIELD RESIDENCE 172 ZENO CROCKER RD NTFRV(I 1 F M - - PROPOSED FLOOR PLAN MIKE BROOMFIELD ' t ® O jjjf((�����I'�����-fff�''��-���''f����f''I�''I'�'1���F''��''�''' ; y. ' ° � ' • - _ - DRAWING: FLOOR PLAN I BROOMFIELD SCAM:1/4d 1'-W DATE:#JAN.2014 c DRAWN BY: SHEET. AORAWN BY PROPOSED FRONT ELEVATION °' D ° #QiEUCEDBY APPROVED BY: #APPROVED