Loading...
HomeMy WebLinkAbout0093 COUNTRY CLUB DRIVE - . . ' e/tCh *(47'-%1- '. .,7- - . • ,./ 9 CI.' 1\41 tfr T,‹ _,..-, „/ fi 0 ,, i::,-,':':: Town of Barnstable Building :.., This:Card So`=That t is Visible From the Street 4A roved P,lans.Must be,Retained on Job andrthis Card Must beeKe, t .1 BARNfPAti° .'", .E.I Post ur, y' t'✓�hf :;1t ,,� -,.i J (eA" p .,.,s r , " :.' •"� ;Posted Until Finai In � *i639� _ . .;,; 4: ;, .�., to .• . � .,, , .� ,;< , yam'" "Whe"re a`Certificate such Buwldm ,.shall,Not be'Occupied:unt�l a F nal.hispectro'n has:been made Permit L Permit No. B-19-223 Applicant Name: Michael Maher Approvals Date Issued: 06/24/2019 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 12/24/2019 Foundation: Location: 93 COUNTRY CLUB DRIVE,BARNSTABLE Map/Lot:, 350 041 Zoning District: RF-2 Sheathing: Owner on Record: MOELLER,SUSAN L Contractor-Name:='' MICHAEL MAHER Framing: 1 Address: 93 COUNTRY CLUB DRIVE u - ` Contractor,License•. CS-.109089 2 YARMOUTH PORT,MA 02675 h'Pt% !. Est. Project Cost: $2,200.00 Chimney: Description: Air seal and insulate attic and common walls " Permit F`ee: $85.00 Insulation: Fee Paid:r S 85.00 Project Review Req: , Final: '_ Date. 6/24/2019 ' n may. g k F r %` �; Plumbing/Gas 4 - Rough Plumbing: ;', BuildingOfficial .. mot.. Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application andrthe;approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access reet qi i adrand shall be maintained open for public,nspection for the entire duration of the Final Gas: ��x work until the completion of the same. h 1 ,, Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Build ng and Fire Officials are provi•ded on this'Permit. Minimum of Five Call Inspections Required for All Construction Work: a ,:; Service: P q � � 1.Foundation or Footing Rou h: 2.Sheathing Inspection .' I.2. g 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 co-ntr• cting 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 All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: TOWN OF BARNSTABLE BUILDING•PERMIT APPLICATION Map. ; .° Parcel e9/ Application # -( Health Division Date Issued 7 t S f , eaA YV Conservation Division Application Fee "i• p _ -}-o Planning Dept. Permit Fee (6V1'•5O �S Date Definitive Plan Approved by Planning Board i)a- Historic - OKH Preservation/ Hyannis Project Street Address 95 @ ups l C(04 J . Village Ctrrt 13 iz rY‘Sa- 1(. Owner SuS J rn ea 6-2_ Address P3 ('o worn C/4 3A. Y Telephone _c. S'-caq — 53 2 4 Permit Request gakoVc' �a)ST c-Aprt- lbMICI_ AFt-C--eAN in 1 M11 S I _g_s2,657511_____nm._ 6A) -1-0pL4 eAlSrNi COECIC /LS Are-rEa MI MOS Square feet: 1st floor: existing lZ3� proposed (23S 2nd floor: existing q5 proposed 6?se Total new (2445 Zoning District R - Z- Flood Plain JJM Groundwater Overlay AM- Project Valuatiof/Q • )Construction Type 0004141-44e-- Lot Size ,gc , ?o Grandfathered: ❑Yes gNo If yes, attach supporting documentation. Dwelling Type: Single Family , Two Family ❑ Multi-Family(# units) Age of Existing Structure /%7 Historic House: ❑Yes Ig.No On Old King's Highway: )KYes ❑ No Basement Type: A Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) (lyA Basement Unfinished Area (sq.ft) /z3? Number of Baths: Full: existing new / Half: existing new Number of Bedrooms: 3 existing \ ew Total Room Count (not including baths): existing CO new First Floor Room Count 17 Heat Type and Fuel: *Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: 0 Yes to exi+Detaelieetting ❑ new size_Pool: 0 existing ❑ new size Barn: ❑ existing ❑ new size_ Attached garage: Xexisting ❑ new size _Shed: ❑ existing ❑ new size _ Other: ti .3 apa, Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ `"Commercial ❑Yes No If yes, site plan review# Current Use Proposed Use r ' 3. L._ :. . j " -• APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name G •A,5 ')tJc(Iv LLQ— Telephone Number 50 F` - 7(74 Address P-o . t1 K 74( License # :!$?(3( 1 . co N(S , AA A 0 2 (,( a Home Improvement Contractor# I/S 372 Email Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S±S - co S . .e-tomisS. , ►AA SIGNATURE DATE 5-7 02027/,5 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. f ' o rot,, Town of Barnstable ssel . t° \l Regulatory Services `� Richard V.ScaIi,Director '�7 ►�a�" Building Division Tom Perry,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, U S1 p�(W2 _ as Owner of the subject property hereby authorize G A Spa i iuj R « Lc- to act on ray behalf, in all matters relative to work authorized byth;s building permit application for: 1 i 93• CO vti O(u6 )(z M. CO IA vrCG (dress of Job) 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. Signiture of-Owner ' S. of plicant SZ(4 (kn O-e- Name Print 1'. • 2c1 �, -.Date-.---- Q2ORMS:OV RPERMISsmnroors Town of Barnstable Regulatory Services r Richard V_Scali,Director 4 B RNST BiE r Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 � www towmbarnstable.ma_us .. Office: S08-862-4038 - 'Rai: 508-790-6230 • HOMEOWNER LICENSE EXEMPTION 'Please Print DATE: • JOB LOCATION: q J CO(141yrif2. . lam! U ��Z- t 1 ciA: tl) CC ,, number st ect "HOMEOWNER": ' )U.s4 LAA(") 5b ct8ct ' 7�3Rc { • name • . home phone#: `�'/ work phone# CURRENT MAILING ADDRESS: 13 CC)001.9- CIO i0 city/town 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 OFHONiEOWNER . 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 conshucts 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 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 requirement. Signalize of Horn cowner • • Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with 'the State Building Code Section 127.0 Construction Control HOMEOWNER'S EXEMPTION. . - 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,that such Homeowner shall act as supervisor." Many homeowners who nse 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 Iicensed 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 Iast page isa o currently used byseveral of this issue form rr nit s v raI towns. You maycare t amend and adopt y n dog such a form/certification for use in your community. Q:IWPFILES\FORMS\buiding permit forms tXPRESS.doc Revised 061313.. . , ,,,,ae,., ,,,,, ,,, Assessor's office(1st Floor): Assessor's map and lot number �� s THE (? i ' LO >p�. Conservation (3rd floor): t • att Sewage Permit number , y rua Engineering Department(3rd floor): °o �a�o. \�d' House,number �o exr Definitive Plan Approved by Planning Board t9, APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN. OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO • P /'bo f I, 1 TYPE OF CONSTRUCTION ` 4V a 19 ',p7 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby ap lies for a permit according to the following information: T/` Location v e1(/pi rz0 frdf ,/,0 Q 0/-g / Proposed Use 1 Zoning District Fire District t • I t Name of Owner (//' /M/4 Zee-4 ,kit Address 73 614/p2 7%y (4'/ C.41.40016,,, Name of Builder Alter ..--. j.14,1iC)' Address 9i /5€7,/'4ir /el / ' '7f/6r Name of Architect Address Number of Rooms Foundation �"`(..,// Exterior (��/ �-� 1.ric�� Roofing Sf ,4 /�` Floors Interior c Heating �C' �C Plumbing Fireplace ✓� Approximate Cost '3,04) Area M/ 424 C C o° Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regardin the above construction. ti Name -0 ,,,d4sa'r Construction Supervisor's License //0 a 7 Ci .S-- 1 BRICKLE, VIRGINIA t y No 35490 Permit For Re-ROOF Single Family Dwelling . Location 93 Country Club �Road - c eTT a r Siek• ' • Owner Virginia Brickle j Type of Construction Frame Plot -Lot ' r _ t Permit Granted November 2, 19 9 2 • Date of Inspection 19 . . 'Date Completed f� 19 1 . • } I 1 1 # ` f. i 1 { ` + ^ 1 ' } - 1 , 1 i 1 { , / 1 - - �1 ' . 1 1 'i - '+ t 1 1 ' 1 , 1 5 OFTHET• TOWN OF BARNSTABLE �vv o S i B8BH9T11DLE, I 94 Q Yae# BUILDING INSPECTOR //.... / APPLICATION FOR PERMIT TO Z.<i./../ ...../..J 'yT 0l-4 (/'(:),-/zr/ / Ike. � TYPE OF CONSTRUCTION ...l../...!7.. ./P.......76. 1 >0 u-- L :4 '' 196/ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Lo% y 3 C2ov4/Tie/ C)Ad/,3 D4' - di41/ 4Qo1A 0 f.4k:4' j 5s a/'11-414(Pai,,f rM 55 Proposed Use �`v k i A/ Zoning District ,19 J Fire District Name of Owner C✓�r-)-!�-/447(J'a `---'42TY''(vy A� ddress ''i77 �4'A✓ 3T Arr-°�/a ai-A4 l''f0V5-5 Name of Builder . 1/4 447e/-2/ 77 vim Address '5177 7'7'9' '4/Jr- 1 -'�'�e�r'', Ms '.vs Name of Architect /! /f4F 4-.4"7'.9"/ Address C''E/1/✓Ae"e .17-_ > ' 7 aT /4 Number of Rooms �/�`�. ( Foundation ed�G��T<c 1 /s/04,14'lk-- n,Exterior ' /I"b"'91t' S Roofing ,4'S/Wrf <.Tr Floors /qe /�/-- ,, / T/`g'— Interior X„, -1X��4! v i..,' Heating � '�` L �'C Plumbing ' ✓S raj ,,0, Cr-Cl Fireplace ��� Approximate Cost Difinitive Plan Approved by Planning Board 19 6 20 li'f-- • Diagram of Lot and Building with Dimensions Fe-e 8 `.(-1) /c' (, 9 <3 i _'' , o �'� Y v`� 4 0 4 ' 4 )r40 � 1. 0 0 v E@' q0� f \9 I k" (---- 4 e 0 . 4.9 % o2 :3 I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. 5 dit_ez,./-e...e---, /011-7 Name Cummaquid Realty Trust No 12207 Permit for one story, single family dwelling (possible 12) Location ��Country Club Drive Owner Cummaquid Realty Trust Type of Construction XT.a1'.Q Plot Lot • #23 5 1 Permit Granted February 10 19 69 Date of Inspection .. 4 7 f Y 19 Date Completed 19 PERMIT REFUSED •• 19 Approved .,, 19 - - - - 519r1 \6: 1 '. , -" MOLII' . . , . , ,, I- 9� COUN- Y C1LJ bVIV� W CUMMAQUI2J MA W o AWC Guide to Wood Construction in High Wind Amas:110 mph Wind Zone / SUMMARY OF CONSTRUCTION REQUIREMENTS SHEARWALL PANEL NAILING SCHEDULE Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1) 0 \ STANDARD FRAMING CONNECTION MQUIMMENITS: I,I SCOPE LOA7PEARING WALL CONNECTIONS , �/ WIND SPEED(3-SEC.GUST) 110 MPH X LATERAL.(#I6d COMMON NAILS) 2 X 6 1%2"PLYWOOD NNLED WITH Bd COMMON OR GALVANIZED PDX NAILS AT , I— I� FOLLOW REQUIREMENTS OF TABLE 2 FROM WPCM MANUAL, WIND EXPOSURE CATEGORY P X NON-LOADPEAKING WALL CONNECTIONS 12 6"0,C.AT1FE EDGES AND 12"O.L.IN 11-E FIELD. U) LATERAL(#I bd COMMON NAILS) 2 X 1.2 APPLICAPLITY LOAD PEAKING WALL OPENINGS q 4"PLYW0017 NAILED WITH Bd COMMON OR GALVANIZED PDX NA115 AT. J Z FLOOR CONSTRUCTION REQUIREMENTS: - NUMPER Of STORIES 2 STORIES 5 2 STORES X FEVER SPANS 2 ft 6 in.5 II-ft X 12 4"O.C,ATTI E EDGES AND 12"0.C.IN 1FE FIELD. , • . ROOF PITCH 8_12 512:12 X SILL.PLATE SI''AN5 Oft O in.5II-f X / (1/ FIP5i TWO J0151-BAYS OF THE FLOOR FRAMING FROM EACH GABLE END MAN ROOF FE MT 17 ft 5 53' X FILL waif 5W5 2 X � '%%"PLYWOOD NAILED Wr1H 8d COMMON OR GALVANIZED PDX NALS Al V TO BE BLOCKED WITH TJI BLOCKING OR 2x LUMBER 4-ft ON CENTER FOR PUILDING WIDTH,W 77.6 ft 5 80' X NON-LOAD PEAKING WALL OPENINGS 12 5"O,C.AT THE EDGES AJD 12"O.C.IN THE FELD. - I I PULPING LENGTH,L 26 ft 5 80' • X FEARER SPANS 3 ft 0 m:512-ft N/A = I- 11E LENGTH OF THE JOIST. 51'EATNING TO BE NAILED IN ACCORDANCE NOTE:FOP PLYWOOD SPEAR WALLS LISTED VOW,8d COMMON OR PUILPING ASPECT RA110(L/W) 3.00 5 3:1 X SILL PLATE SPANS 3 ft O m,512-ft N/A W WITH TABLE 2 (8d NAILS,6"SPACING AT fit EDGES AND 12"SPACING IN NOMINAL FEIGN aTALLEST OPENING _ 6'8" 5 6'8" X FILL FEIGN15TIA75(NO.GE 5TIA75) 2 N/A GALVANIZED PDX NALS -(0,151 x 2/2'), GUN NAILS MATCHING TIE NAL Co) ThE FIELD), EXTERIOR WALL SWATHING TO RESIST UPLIFT AND SEEAR SIMILIA EOUSLY ' DIAMETER AND LENGTH MAY PE USED AS A SU3511TUfE. O 15 FRAMING CONNECTIONS MINIMUM PULPING DIMENSION(W) NOTE:ALL PLYW0017 TO PE RUN VERTICAL FROM SILL PLATE TO Al a GENERA.comma WITH FRAMING CONNEC1lON5 X mar TALLEST OPENING 6'8' 5 6'8" X EXTERIOR WALL RMQUIRMMENTS: SWATHING-TYPE VJSp x LEAST 2"INTO 1FE SECOND FLOOR PDX ON IWO STORY PUILDING5 OR TO 2,1 FOUNDATION • EDGE NAL SPACING 6 in. X TIE DOLOLE TOP PLATE IN SINGLE STORY PUILDINGS, USE 2 ROWS OF ALL EXTERIOR WALL 511/125 TO BE 2x4 AT 16"ON CENTER. 11WE DOUBLE FOUNDATION WALLS MEET 10,aF 780 CMR 5404,1-CONCRETE X FIELD NAL SPACING 12 in. X NAILS SPACED 3"ON CENTER 51AGGERED AT TIE TOP ANY,PO1TOM OF NO. REVISION/ISSUE DATE TOP PLATES ON THE EXIEPIOR WALLS TO HAVE A MAXIMUM SPLICE LENGTH SWAP CONNECTION(#I6d/ft) 5 x EACH PLYWOOD SFEET PER FIGURE 4 IN TFE CIECKLIST OF 4 FEET AND SPLICES TO BE NAILED WITH 16-I6d NAL5 IN ACCORDANCE 2,2 ANCHORAGE TO FOLNDAIIONI,S PERCENT Fu-L-FEIG11r SHEATHING 100 % X WITH TABLE6INTI-EWFCM110/(BOOKLET. 5/8"ANOIORParsIMPEPIxDOP5/B"PROPRIETARY -5%POP OPENINGS >6'8" x SOLE PLATE CONNECTION SCHEDULE IgalANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY MAXIMUM PULPING DIMENSION(L) war aFTALLE5roPENING 6'8" 56'8" X - PROJECT ADDRESS: ROOF FRAMING REQUIREMENTS: POLT SPACING-GENERAL NA in,o.c. N/A SWATHING TYPE W5P X DOLT SPACING FROM ENV/JOINT OF PLATE 9 in,5 6"-12" X - EPC,E NAL.SPACING 6 m. X CONNECTION TO FLOOR RIM BOARD - RAFTER CONNECTION TO 11E TOP PLATE MQUIRES SIMPSON H2,SA POLTEMPEDMENT-CONCRETE 7 in.a 7" X FIELD NAL SPACING 12 in, X HURRICANE CLIPS IMTH 2X BLOCKING BETWEEN JOIST BAYS TOE NAILED TO PLATE WASTER (FIG 5) a 3"X3" 5"X 5" X SFEA'.CONNECTION(#I6d/ft) 3 X WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 93 COUNTRY CLUB 12RIV� THE RAPIER AND TOP PLATE V✓ITN 7 IOd NAILS PER BAY. IF BLOCKING 15 3:1 FLOORS PEPCENr FLU-PEW 51 EAMING 64 % X -5%FOR OPENINGS >6'8" X 6 12 (3)-16d COMMON NAILS PER 16" CUMMACIUID,MA N01"DESIRED,SIMPSON N-I0A OR H-I4A HURRICANE CLIPS CAN BE FLOOR FRAMING NEMPEK SPANS aHECKED X WALL CLAPPING SUIPSTITUTEP AND INSTALLED ON EVERY PAT-1-ER WITHOUT BLOCKING, ALL MAXIMUM FLOOR OPENING DIMENSION N/A ft 512-ft N/A PATER Fop WIND SPEED? X FILL EEIaHr WALL 5'f1125 AT FLOOR OPENINGSA 4 (3)-16d COMMON NAILS PER 16" CLIPS TO BM INSTALL IN ACCORDANCE Wild SIMPSON REQUIREMENTS, APA PORrA-MI5 AND/OR WIND DESIGN SEEAKWALLs LSED No I2 LESS THAN 2'FROM EXTERIOR WALL X • MAX.FLOOR JOIST TPACKS SUPPORTING COLLAR TIES AM MQUIRED IN THE UPPER THIRD OF THE ROOF RAFTERS 5/ (4)-I6d COMMON NAILS PER 16" LOAD PEAKING OP STEAK WALLS N/A ft 5 d 5.1 ROOFS X ROOF FRAMING NEWER SPANS CFECKED? X J 12 AND AM TO IX NAILED WITH(5) IOd NAILS PER SIDE OR USE SIMPSON MAX.CANTILEVERED JOISTS%PPOPIING ROOF OVERHANG I ft 5 SMALLER OF 2-ft OR L/5 x LSTA 18 STRAPS FROM RATTER TO RAFTER OVER THE RIDGE BOARD, LOAD PEAKING OR 5-EAR WALLS N/A ft 5 d X 1121.I55 OP RAFTER CONNECTIONS AT LOAD FEARING WALLS • FLOOR[WING Al ENPWALLS X PROPRIETARY CONNECTORS =. ., _, e. ROOF 9-EATHING TO BE NPJLED USING 8d OR EQUIVALENT NAILS 6"ON FLOOR SWATHING TYPE x U'LIFr. U- 505 p1f X FLOOR SWATHING THICKNESS 5/4 in, X LATERAL L- 176 pif X i 4 , CENTER Al THE EDGES,6"ON CENTER IN TI'E FIELD. THE FIPSTTWO BAYS FOUNDATIO ' - PLATE CONNECTI� •CONCRETE � BE1VvEEN RAPIERS ARE REQUI D TO IX BLOCKED 4 FEET ON CENTER AT FLOOR SFEATNING FASTENING SHEAF 5-77 df x 1VI C L IN Z IE ALL GABLE ENDS PER THE WPCM. 8 d NAILS AT 6 in.EDGE/ 12 In,FEW X RIDGE STRAPS(IF COLLAR TIES Nor USED) 1- 412 p1f X i,,pmANG .-'re38"OG.. - ENGINEERING - GA3LE RAKE OLITLOOKEP 1 ft 5 SMALLER OF 2-ft OR L/2 X 4.1 WALLS TRUSS OR RAFTER CONNECTIONS ATNON-LOADPEARINGWALLS NOTE:,WC/1OR - 5ReprreNGEDAoovrro- ,"•IAMPrpR4507 CONSULTANTS LIMITATIONS AND CONTACTOR MSPONSIBILI11E5: -• WALL[fluff PPOPPIETAKYCONNECTORS Sreri._ _ .R60cr5Wlrn3",3",4"nitre WA5neR5W " IN//lull -' nN":rai•ovtl•e"'nmm"•"r.l LOADPEAFING WALLS 6 ft 510' X UPLIFT N/A eMrepMeNrinro CONGRere NON-LOADPEAI'ING WALLS 9 ft 520' x c. 1279 MILLSTONE ROAD LATERAL( COMMON NAILS) N/A THE CONIPALTOP MUST REFER TO THE TABLES AND FIGURES WITHIN THE BREWSTER,MA 02631 WALL STl&7 SPACING 16 m,5 24"o.c. . X ROOF SWATHING TYPE WSP X WPCM 110 MPH EXPOSURE B BOOKLET FOR ILLUSTRATIONS AND WALL STORYOFFSErs N/A ft 5 d X " ROOF SWATHING THICKNESS 7/16 a.a 7/16"WSP x • SHEARWALL CONSTRUCTION (774)353-2144 , FQUIREMENTS DISCUSSED WITHIN THIS SUMMARY. ALL CONNECTIONS AND Roof SWATHING FASTENING 8d 6/6 X NAILING MUST MEET Ili RMQUIREMENT5 HEREIN AND AS ILLU5TRATED IN 4,2 EXTERIOR WALLS, - NOTES: WOOD 5f1125 1-ALL SFEARWALLS TO HAVE POLIPLE TOP PLATES MP POUPLE 2X 5TI➢S AT EACH 71�BOOKLET IN ORDER TO Of IN COMPLIANCE WITH THE BUILDING CORM, I. cHECKL1sT SHALL.PE MET w ITS ENTIRETY TO COMPLY WITH TFE Reou1REMENrs of .-= •_ LOAPPEARING WALLS 2 z 4 6 ft O n. X 780 CMF 5501.2.1.1 ITEM I.IF THE GFECKLIST I5 MET IN ITS ENTIRETY TEEN THE FOLLOWING END OF TIE WALL, "> ' THE CONTRACTOR 15 RESPONSIBLE TO ENSURE ALL CONNECTIONS, -,,.. ',, NON PEAKING WA LS 2 z 4 9 ft O m. X MEAL STRAPS ANP HOLD POW NS A NOT REQUIRED PER THE%ECM 110 MPH GUIDE: " NAILING,'AND ANCHOR BOLTS ARM VISIBLM TO fFE INSPECTOR AT THE TIME GAME ENP WALL PRACING 2-PALE NAIL POLDLE TOP PLATES W/ I6d NAILS AT 16"O.C. o�h �." - > OF THE FRAMING INSPECTION/FOUNDATION INSPECTION.11-f FILL WIGiT ENPWALL SliPS ' X a.STEEL STRAPS PER FIGURE 5 t §,�, ^a c xy 6,20 GALE STRAPS PEP FIGURE II a. tr. CONTRACTOR MUST mFEI NCE TIC SIMPSON STRONG TIE C-2014 GYPSUM CEILING LENGTH 100 %a 0,9W ` X • c,LPLIFT STRAPS PEP FIGLFE 14 5-HALING OF SWATHING TOPE CONIINLEP MOVE AND BELOW ALL OPENINGS IN ' • ` vs. I X 5 CEILING FURRING STTPIPS©16"SPACING WITH 2 X 4 5IEARWALL• lii...f,.., i CATALOG FOR ALL STRAP.HANGAR.AND 11E INSTALLATION REQUIMENTS MOCKING 4 ft SPACING IN END J0157/fpl5`PAYS X. d.A L STRAPS PER FIGURE 17 F AND LIMITATIONS, THIS DOCUMENT AND TIE ATTACHMENTS AS WELL A5 A e,eoRN R snrb FfGLP PovuNs PER FIGURE 18A ANP FIGI&�18f3POL73LE TOP PLATE 2,THE POfTOM SILT PLATE IN EXTERIOR WALLS SEIALL PE A MINIMUM 2 IN.NOMINN '4-ATTACH POUPLE 2X S UPS AND PUILT-LP CORNER STLP25 AT SEEARWALL ENDS WITH 'COPY OF 11 E WFCM BOOKLET MUST ACCOMPANY ALL SETS OF PLANS SPLICE LENGTH4ft ' , X. THICKNESS PRE55L& TP.EA1W#2-cazA EL. (2)I6d.NAILS AT 6"0,C.FOR AT11C/SECOND FLOOR SHEARWALLS AND(2) I6d "q ,� � 5/IS I� SUBMITTED TO TI-E BUILDING DPAkrueN1 AND ISSUED TO TI-E SPLICE CONNECTION(#16P COMMON NAILS) 16 X NAILS AT 4"O.L.STAr REP FOR FIRST FLOOR SHEARWALLS, .. T ,;'6' 5,SEE CEEGKLISf SHEA?VJPLL CONSTRUCTION DETAIL FOR SFEPRwALI CONSTRUCTION ��''(yw�0��� CONTRACTOR/SUBCONTRACTORS UNLESS 11 E PLANS ARE UPDATED WITH NO1E5AND DETAILS THAT REFLECT1YE REQUIMMENTSSTATED IN 1-115 THIS REVIEW WAS COMPLETED ON PLANS SUBMITTED BY GP.FS 5PR'INSFP AND WAS BASED ON THE FLOOR PLANS - DOCUMENT AND ATTACHMENTS. AND ELEVATIONS PROVIDED. ANY CHANGES TO THESE PLANS OR FIELD CHANGES MADE MAY RENDER THE - JOB#: 15-126 SHEET ` REQUIREMENTS OUTLINED IN THIS DOCUMENT NULLAND VOID AND COULD RESULT IN NON-COMPLIANCE WITH THE DATE: oa 2�-2015 CS 1.0 REQUIREMENTS OF THE WIND DESIGN. SCALE NONE 4 . pia' "� t r CHECKLIST SHEARWALL CONSTRUCTION STRUCTURAL RIDGE BEAM SHCARWALL HOLDDOWN SCHEDULE CO I.FROM TAMES IO NV II MGM MANUAL HOWMPH EXP,B ANP LOCATION OF WALL W SECOND FLOOR A TERIOR HOLDDOWNS FOUNDATION IN e *DOWNS SEA1111NG AN,BUILDING ASPECT RATIO,CJf1EPJv11N�PERCENT Fu L I ElCdif SWATHING AND NAL SPACING WQt MENCS 1.51A STRAP•16"0.C. 0 (PER GSN) (I)-C516 COIL STRAP W/(26)8d (OISI x 2Y2'LONG WYH STRAP APPLIE17 lV "U4-5P52.5 W/ -•ANQ'IGK Dal PLALEn WOW POUR.ATTACH TO FOUNPAHON 2.WOO9 STRUCTURAL PANELS SHALL DE MINIMUM THICKH 55 OF 7/16"ANP of O tIREC1I.Y TO 2X FRAMING MEMBERS.PROVIDE HALF OF 11-E NUMBER I '.. 'ECIFIED ®W/AP:, .r,v E ANCHORMAi1,U5E CN4 COUPLER NUT BETWEEN ANCHOR BOLT ANn;" Z (1/ ROOF SWATHING Af.EALN ENID OL 51RAP. CUf SMALL SLOE IN FLOOR 51 EAIHNG AND ATTACH 5' ' INSTAL-LEP AS FOLLOWS: RInGE BOA�7/BEAM AnEP PO2 INTO HOWOWN, J i, LVL BEAM OR LVL BLOCKING IN BElVvEEN TJI FLOOR J01515 IN FLOOR FRAMING BELOW. (5) I Od NAILS CONNECT BLOCKING TO TJI JOIST W(35 MINIS 412 FACE MOUNT HANGER. PR,l f PI:-5D52.5 W/5511328 ANCHOR 8O1.T PLACED BEFORE POCK.ATTACH TO FOJNDATION —, a PANELS SHALL BE INSfPo,Lfn WITH STRENGTH AXIS PARALLEL f0 STIIDS, R EACH fM7 BACKER BLOCKING IN 7JI JOIST WED PER MANUFAC1Inr 5 5PECIFICAT1I N-. ®W/AP" . c• ANQ4ORMA1E.USE CNV4 COUPLER NUT BETWEEN ANCHOR DOLT MP h" g —, 6.ALL HORIZONTAL JOINTS SHALL OCCLK OVER ANP BE NAP—EPIC)FRAMING. THREAPEn ROO I • !, 'OWN. = i_\_ (2)-C516 COIL STRAP W/(26)8d (0.151 x 2Y" %1 )NALS WITH STRAP APPLEP c.ON SINGLE STORY CONSTRUCTION,PANELS SHALL BE ATTI'LI•EW TO BOTTOM +++++ +++++ _ L MIIEC1I.Y TO 2X FRAMING MEMBERS,PRI Ei 0 O'11•E NUMOER OF NAILS SPECIFIfn F MUI4-5n52.5 ATIAO-EP TO 6x6 PS P.. IR POST W/513100 ANCHOR DOLT PLACEI7 r PLATES ANP TO'MEMOE1 OF THE PO OLE TOP PLATE. AT EACH ENG'OF STRAP, GUT 5 : •or IN FLOOR SWATHING AND ATTACH STRAP 10 15 BEFORE POLK,ATTACH 10 FORM WORT WYTH•'' .:c,E ANCHORMATE,USE NW I" V 9a ALTERNATE LVL BEAM OP LVL DL I' , N BETWEEN 1.11 FLOOR J015f5 IN FLOOR FRAMING BELOW. COUPLER NUT Bf7WEEN ANCHOR DOLT ANn I"1HEA2EP•i e .0 HOLWOWN, d,ON TWO STORY CONSTRUCTION,UPPER PANELS SHALL BE ATTA0EW TO IN•E CONNECT k 0= I TO TJI J0157 WEI35 WITH MI5 412 FAZE MOUNT HANGER, PROVIDE \ TOP MEMBER aTT LITER n0U31,E TOP PLATE ANn 70 BANI2 JOIST AT ROOF RAFTER PER PLAN B:.. -%OCK NG IN TJI JOIST VATS PER MANIFACTUTR'S SPECIFICATIONS. I``i oOTl'OM OF PANEL.UPPER ATTACHMENT or LOWER PANEL SHM.L BE AMPS 10 r4L BAND JOIST ANn LOWER ATTACHMENT MAPS 10 LOWEST PLATE Al FIRST FLOOR ALTERNATE:ATTACH OPPOSING RAFTERS Cl)v/ FRAMING, MOW RIDGE BEAM OR RIDGE BOAI?n WITH 2 x 4 J COU-AK TIE AS SHOWN. RIPE 51RAPS NOT Q e.HORIZONTAL NAIL SPACING Al POLICE TOP PLATES,BANI2 JOISTS,A 7 PPOUIRi:n VM-EN USING A COLLAR TIE. • L /RATE 51 EARWALL, CONI1NI E I'I YWOOD A30VE AND BELOW GPDERS SHALL it A n01ILE POW OF 80 STAGGERED AT 5 INQ'E5 ON CANTER ARWALL•1'YI'!; • 0 5I-EARWALL HOLDDOWN T11'E �Q (1/ PER FIGLMS SPLOW:VERTICAL AND HORIZONTAL NAILING FOP PANEL I °' I.NG WITH NALING ACCORDING TO 5FECIFED 51-EARWALL 1YPE, Z ATTACHMENT RAFTER TO TOP PLATE . ® I- 0 SI EA1 VVA L GRIN N - - SFEAi?N/ALL X K,X J #OF KING AND JACK 5111125 Al 0' VERTICAL AND HORIZONTAL NAILING FOR PANEL ATTACHMENT LLI U PROFILE VIEW A APA PORTAL WALL DETAIL (NOT TO SCALE) WITENTIil5 EDGE RESTS ON CI 0 FRAMING USE 8A NPoLS Al 6"oc, 7 ROOF SWATHING Eta NAILING (SUBSERVIENT TO APA TT-700D BY THE ENGINEERED WOOD ASSOCIATION) P1M50 '' Q a l 1 1 2X BLOCKING BETWEEN DOUBLE TOP PLATE-N PIMBOARD . - SHEATHING FILLER RAFTERS(NOTCH FOR •••• •••._ OF REQUIRED) NO. REVISION/ISSUE DATE VENTILATION IF RcOLI Rcn. MIN. X 1/I/4"HEADER'OR A5 SPEGIPI I 2 FEFERTOARCNUEGIIKAL `'"` mrtiv znnrronwvrozaccacneonzzeaaeenrn�i iiii w PLANS FOR MORE INFO.) ii L5TA24 STRAP D.c u I". L' 4 STRAP ONSIDE FACE OF II " ONSIDE FAGS OF WALL) o Q WALL) •ERTO(2)26 NN CZJ Zx6 HEADER TO CZ)2x6 w N LA o !Y' PASTENTOPPLATETO MN NN PROJECT ADDRESS: w= 11! HEADER WITIi(2)ROWS 0P 1GJ N� III. Q~ II SINKER'NAILS AT 3 O.G. FASTEN SHEET TO HEADER ii IN w 'dI WlrI18d COMMON OR ED NN NM FOR A PANEL SPLICE' rac 0.� �/ BOX NAILS IN 5"GRID- wl . OF NEEDED),PANEL 9 'COUNTRY CI UC33 nt;IV� L' v �� AS SHOWN AND •.G.IN ALL mil EDGES SHALL BEFRAMING C IDS,BLOCKING AND N 5L0GKED,AND Ze6 FRAMING CUMMAQUIf7,MA w N2,5A(INSTALL PRIOR f0 �� o o OCCUR'WIrtIN 24"OF oLOGKING MID PI YW00n /�z'STRUCTURAL SILL P. i ou ► •EIGHT OF WALL. PANEL SHEATHING POINT E ZX TOP PLATE SWATHING)ALTERNATE: + ;u li�I^�'-1 MIN.Z"xZ"�/6'PL�ITEWASl1ER .. �N SLOG BALL BE STIiDJ4/TOLDOWN SPAN �� NN NI NA/LED WITH 6J DOUBLE EDGE (IF SHOWN ON PLAN) o gg' SINKERS j PANEL NAIL SPA 4CING 5Ti1D14 NOW,,- 1 1 P % DIA ANCHOR 001-T ELEVATION VIEW (7"MIN.EMBEDMENT) . 10f J J-fVAri• I ROOF RAFTER - . - . r D . I • M . . II . - l Y ti c K N Z E; 2X MOCKING DETWEEN PER PLAN • - - - - -' f ENGINEERING RAFTERS(Norc}I FOR CONSULTANTS VENTILATION F RcOUIRE"n. 1:DGE NAILING IV, O stnicmrut anal.environmental to Z ti REFER TO ARCHYTECi1FAL PLfiGH PLATE CD STeeL ",11"W/CZJ LVL 1°,He" CONSTRU •N NOTES: 2 0 ° PLANS FOR MORE INFO.) N 1_ < 1 PROVIDE PLATE AND� PROVIDE PLATE ` ' ' 1279 MILLSTONE ROAD o'. v u, MOMENT CONNECTION. LD 5A5E PCATESTo veer- BREWSTER,MA 02631 W N ID AND MOMENT TUOP STEEL-5E ATTACHED TO CONCRETE.POSTS T O n ) FABRICATOR To 74 353 2144 w' ° PROVIDE Del"NL CONNECTION. q POLDLE 2X TOP PLATE FASRICAT•- 0 FOUNDATION WITH(4)-i"THREADED w FRAMING MEMBERS \ PR• . DETAIL ROD WlrH SIMPSON SET EPDXY, WITH lS"MIN.EMBEDMENT 3u W EDGE INTERMEDIATE ° /8" PUTG71 nitre(1J STeeL i°x Il"W/CZJ L "x lle" t4�'_,,s, . r H2.5A(INSTALL PRIOR f0 Y H55 P05T A5 SPECIFIED Z)GOLLMNS TO BE SPLIT AT BEAM BLOCKING ANn PLYWOOn 4,1V tvIA i A _ N55 P05T A5; LOGATlONS AND 5/4"PLATES TO // > — o `c N 3/8" SEAIHNG)ALTERNATE:IVA zx STUD /-i �E PLATE A5 SPECIFIED 1 :. SPECIFIED ,� BE USED TO CONNECT GOUJMNS � M rr��y�c 0 TO SEAM TO PROVIDE MOMENT 0;,11 0$1 N I\I � >"n/n CONNECTION. N �I: ;: o 0 o I i o 01 0 o BASE PLATE AS .5)CONTRAGTO,PTO VERIFY ALL �1 , 0 0 0 0 t o 0 p 0 o ' SPEGIPIeD ° i-i'�.- r // lI DIMENSIONS PRIOR TO r � PAAIeL erne J y'^10 [ t 1 CONSTRUCTION + I' S �` - 1�v �� `z �'f�'O„AL tip PANEL c r A l I ,r= ,- DOUBLE NAIL EDGE SPADING DETAIL < J JOB#: 15-126 SHEET ' • DATE: 04-27-2015 CS 1.1 .. SCALE: NONE • RSN1'P:P' '(1)' 6f.C:.O ='il .iV' TIT ZONE: RF-2 F LE�'S:':`f ES.- `P.I'T; ',''I' I R_GULATION T' LOC'AT ONv:;'?..>�`::i �."'?:;" REQUIRED PROPOSED• . I,. ' AREA: 20,908 /' : 'x:i !i ' :'', �J- FRONTAGE: 125- FT- RE UIR- Q EDS'.P• BAC, a r.. . . ,.._ .. ,, . rat., - - „ ,_ FONT. 0- <. ..- �.,� ' :;,.. . �:. R 5 '�`<� - ,: EXIST NG 0ST> ,:RAI:L': N. €` SIDE: 15-FT. 57 ,,_ APPROX. LOCATION REGULATION ..,.. ........ . .. ... . 2 , .. .. _.. ..:........, RED PROPOSED CABLE TV LINE \ PR REAR' 15 Fi ti 7 X!' Ti WAT .� S . .. .... ti / '"' s. : , ,. . . ,MSS aDER--!A 1'AN' 5`a.is �a_:e:i: 1. h -., t ,..- .).) as"="', ',.ST NG LECTR C L SERVI E / V. . . n . I� I ,.•...� ,.:r.I.. ,...a,... . ,.:,.... PROPOSED• H ^ REQUIRED�: .;.c :,.,. , , >:e5',' a ,,,,,,','', ._..,,.:. q \ / /, \ / 9 ` I., E ', `T N' O'' 'T ' �' n f y N.�'NF VP' t;. i' h 1 t. , F C N O , ' y i�. 5 ^'/ ' zi! / , .. , "_.; _ /r" r d 4Vti,J RESOURCE PROTECTION NOTES I I . I5' - 3 _T :=;: ny' •. ,` ir 'ma!*5 . r /, ' ra'- - 1 a'57 f/ a- ' J+ r3 - er - �, ,f - - - •� . ` • ^I THESBJE P OPE TY WITHINA NIT + 34" "Pr � i Y .R1 " .-.� v � :Li - � - 0 _ - -. � F!Tr -+"SS�SENSITIVE AREA AS DEFINED CMR5.2 Ir ""iti 8.5 I 'if r - - / ., 2�- , � . a ^f " r:' r�, � _ - \ Y - , � k2. THE LOCUSISLOCATEDWITH IN ZONE n 3 " tig.5 • T ' - . '��r - ,r � ,rr • • TOMINIMAL FLOODING ON PANEL r ` / :T s,'` - �„r OFM2500010005C DATED REVISED 19 i 985. M1 y 58 a � r :I f _ <� , � / M �VO - - }t7 `•3. STATEMENTS TO OTHER �. - in^=t..Y •REQUIREMENT 4 it�..�;. •i: TO OUR } KNOWL EDGE u. v� �;: ;�,;_. � THERE ARE �/�� . `' '"'" } // , .�VJ BYO.. ,tS:•e::>".i, -- - r+ { , /}J�"' yam. s 's ' , , �•4r � . D.H. - NOPUB IC WELLS400 FT. THEPR PROPOSED �a r t - SSYSTEM. f � o • - - - - - � - NO PRIVATE WITHIN 200FT OF THE PROPOSED 4• '{ 1, o SYSTEM'. ,' � 4w. . - - - NO LEACHING CATCH BASINS DRYWELLS WITH � • . - -50-F T . O SYSTEM COMPON ENTSNTS / i �s - A _r.�NO REGULATED FLOODPl�I N5O FLOODWAYS LOCATED / s IN THE AREA STEM. ` - - f . -•. . . fl �_. ,, a f'.I. . �.▪ •',�r I s - •r J `,r / t-,: -,, . ,.NO STREAMS, SURFACEOR SUBSURFACE CE DRAINS, - d , � is �U:%•;,``:;:'.::i"i:;' ` ''BORDERING VEGETATED WETLANDSOR THER REGULATED - - _ � _-� / / 3:WATECOURSES WITHIN I00-FT. OF ANY SYSTEM 1COMPONENTS. \ ▪ yy /, / C/ j � t Pf� J /y,mo y � � ::` ? ' 'fiJ - �-c: ,. r � ' `•, .ti- r / i:� :''�ITE � LAN KEYN � T rJ i 's; Sy O.p d /EXISTING BUILDING TOREMOVED0ROXIMALOCATION • - ; - r• S �▪ �C:�r _ / �r•: L.• � � J P OPOSED4" SCHD. 40PVCBUtLDINGOSE PROMDE WATER-TIGHTCONNECTION \% ra., f 7 tf /rj/ �� _ �- _ - °:- =- ✓ , ' ;r ,es A ". k;siar:r :TSUITAB E PI EXISTINGSEWER AND ` a, fi �`� 4 ' • /x 7 / F„fs._ � ` ` '"" - ; tF :471q: �Tyw'_'�r , 5'' 'P CLEANOUTS AS SHOWNONPLANTO PROPOSED I ,500 GALLON SEPTIC TAN PROJECT BENCH MA t,• \ ti 'USE LONG RADIUS 45' ELBOWS AT BENDS NO RTHWEST CORNER OF BULKHEADf' S , / : ' Al 'Y:ASSHOWNON PLAN. ELEV. GOO a o- �. `/ ilF:! 3 ISTI NG CESSPOOLS TO B ��-� ✓' - - 3`: ABANDONED IN � � 'f //.. 1 VV � PLACE , -OR REM OVED OVE - D IN ' ACCORDANCE WITH - 'rz�: 3 I - -O CM I 354. - \ /i'' I PROVIDE 4" SCH x`.D. 40 PVC CLEANOUTS NOUTS N \ ,- ENCLOSED '?k`= IN - - G' POLY IR RIGATION I RR GA I T ON BOXES OOX S �.H. w i.F�ik WITH - COVERS SET TO GRADE . C. . r - - 5:. PROPOSED I 500 GALLON SEPTICE1.4 t s'=^ :1 , -' :`r "' TANK. ' i'.- THE INSTALLING CONTRACTOR \• a D`f4 / z '. IS REQUIRED URED r TO / `h..PROVIDE ACCES S RISERS • / ;ova^,TO - WITHIN �6" :rr F SHED GRADE OVER THE INLET AND S \ • ° �,�y <:`fk,..1 r,'Ik• "-:``a'u_:3--^ '':„.,..�: OUTLET OF THIS TANK AND ENSURE THAT THE I • / / `" '°``' - `'-' PLAN NORTH ,,,,....,,A,,,,,,,,-,,,,,,,,,,,,,,,,,„,,,,,„,,,,„,,,„,,,„„,„_ GRAPHIC SCALE �.\ f. > TANK IS WATER-TIGHT AFTER INSTALLATIONe �l - . \ :t <� ,� a 20 0 / f oe r 20 (� - 40 \ �'rf� P — f 8 ROP OSE D 5 OU .s TLE — T D BOX. `� * - TH E / I I N PA Y_ I '<r=`I- LL N .�., G CONT A R T I C OR S I C� RED T O 3 PROVID E ANACCESS .�. I RISER SE R TOWITHIN ,- R F 6" O FINIS HED D GRADE OVER THIS - I -DB • • • PROPOSED NEW MAIN ROOF&SHED DORMER ADDTION • TOWN OF BARNSTABLE - -w. &SHALT ROOF SHINGLES • • „ MATCH EXISTING 1.111 FASCIA BOARD ON R - © - Id Id FRIEZE OVER X4 B HANG ED MtDG. OR MATCH TO EXISTING TRIM • .,• :.`rcA)r.,rar�erx M.�--- - - - -® Proposed dormer Plt.ht. -- • Proposed dormer Plt.ht. I I }_/ +t �:I �w■� : Nom ��-wwI .,, uw ■ I+++++*I*rl• _r_Y —■w1Y, .w■Y1 �■■ ■■■■■1■w■1 ' Yww ■��_ 1IWI�Yr wt r■wwmi.m ■" = yIII iimil " HARVEvDOUBLE-HUNG NANDCW W/1,LASING I.CORNER BD. OMIME O� �w 1■wry ■ ATCH IX15TING r�ww■w - - 101111111111EMMM•111 Yw■�ww `- w1 '' mu Li t1r�r �MMININrit■NIMM■w■ w1111 11 WHITE CEDAR SHINGLES® i EXPOSURE TO MATCH DUST. ' existing second floor • existing second floor existing top of plate __ existing top of plate . Yrwo_ wMIM■■w i ' NNW wtttttttw ••• INO■w■MINIMMINI y �i1■ii1� .:f�MIMINI f / / ran 'MIMI �uo� _11111111■w y • ■ -�1rrr� Pc EXISTING GARAGE ■ tttttarw�wwttttw /" : -% EXISTING HOUSE/FIRST FLOORf_I existing first floor _ on : w 1 ��,�" N I I 11 top of exist.deck III - - ■Y: existing first floor ` • 1 • I SHOWER TO IMawN 11 11 I I o ▪ • 1 I 11 11 I I - 1 • 1 I 11 1 1 02 EL C-] C-] C_I • 1 PROPOSED ADDITION w▪/ Z • d- W Z o in -f' tl! Iproposed - A REAR ELEVATION H 1, . va =r_o" 12 mc V d 6 If:IL • l LL EXTEND EXISTING PROPOSED NEW MAIN ROOF BRICK CHIMNEY PROPOSED NEW MAIN ROOF • 8 SHED DORMER ADDITION 8 SHED DORMER ADDITION VIIIIP-0---1-..--.../2 11 I ow 12 ANN=muMMMMM , I I I 12 ,�1L • I I I:RARE BD.4 I.SHINGLE STOP ' /� i1 I I I \"m e. 1 `� \ TO MATCH EXISTING - Q proposed dormer pit.ht. / - -- 1111 111 �. z 1.-1. 1 • • I L \ 11 I 11/F W,11TE CEDAR SHINGLES® 0 ,2 1 I I 1 I C I I EXPOSURE TO MATCH EXIST. proposed dormer pit.ht. ■111w■■■I !MI! 1 I r L 12 I.CORNER BD. N ... III 1 111 __ MATCH EXISTING cQ AMNION' �12 ® i rg A I. \� I III b my ww■—• II• — woven im. • I 1 I r1 &SHALT ROOF SHINGLES IIIV &SHALT ROOF SHINGLES I - - - MATCH EXISTING MATCH EXISTING existing I• esting second floor III . ILIL existing second floor existing second floor V • EXISTING GARAGE - W Ili existing top of plate / I I existing top of plate existing lop of plate Q 11 I.B FASCIA BOARD ON i _ I.B FASCIA BOARD ON III 1 III I I II I A B'ROOF OVERHANG OVER 1 r I11111 1 I B'ROOF OVERHANG OVER ,w C .B FRIEZE BD.W/BED MLDG ''. 1 I I - • OR MATCH BTO DUSTING TRIM r• y O OR MATCH TO EXISTING TRIM �;: - I "'"T ,, C W m - , / CUSTOM SCREEN PANELS Occ CUSTOM SCREEN PANELS •'d EXISTING HOUSE • BTWN 4x4 POSTS ON Z J CUSTOM BTWN 4x4 POSTS A U f J: III _ FIRST FLOOR r I EXISTING HOUSE } . 24'KNEE WALL @ V 2,KNEE WALL .„„ II L I I I I I 1 1 1 . r �,. WHITE CEDAR SHINGLES® C r• >' Cn ,1' 1 1 1 1 1 I I III 1 l l EXPOSURE TO MATCH EXIST. W �. Z I I I / I'I I I I I I I 1 - I I _ I I I I I I ry�� existing first floor F O existing Orst floor I I l 1 1 I 1 1 1 1 1 I I eXistin0 first floor I I 1 _ (8 (I 1 1 1 1 1 1 1 1 A I�r 7 111 top of deck in prop porch a W O a top-of-deck in prop.porch I t - / ` J: I I I WHITE CEDAR SHINGLES® I • •> I SOT.B EXY OR Ir I V > EXPOSURE TO MATCH EXIST. • _ SnOweR BevONO .q. O W W I I I I I � 6 [I_] .. [_I] o . PROPOSED ADDITION A Ci I� PROPOSED ADDITION IY F DATE: 05/11/2015 SCALE: AS NOTED ' proposed .. proposed _ DRAWINGtk.• ' LEFT SIDE ELEVATION RIGHT SIDE ELEVATION „a„=,,_D„ „a„=,._D • Al = 4 r Iproposed ROOF —r— v:D PROPOSED NEW MAIN ROOF 8 SHED DORMER ADDITION ' / • Ole Xir•V • /2'-8'/ 38'-10'+/- / . • 3 6' $0' 80' ID 49. r> r-- f =i;met au^a=alx.:arse x� rz - ¢ -L r .reVe3F•.7 . t� .roz'<: -I - V. OA O ��[Qii O - OA exisCrg ROOF - - g: it/irii '1 K- SERUGHT I �` 2`a I` ��■r I\\ '" //I i — I I © I - b ,litl ii prop.■ I' \\ // I a do — CCi�` r q , o 1 O lismi $ L REMOVE EXIST• .KNEE WALL ,g N N • v 1 /en=,.etl 4 cJ DRt M# 7 \ �-" BEDROe1. #1 tq 3 UNFINISHED ATTIC O / REMOVE z IST ' IL / - ` 0 CENTER W R.RIDGE ABOVE 68-NEW DOO' A5^-1- z, ; ? W co 1 'i 'd IIV NOTE I / \ F, L a x3 REMOVE EXISTING ROOF --REX STTI G- !,/ \ \ ' �If� ca SKYLIGHT �f \ —�' W c REPLACE ROOF RAFTERS FTW: O T1 IL II • ��2x O ROOF C 16'O.C. s KNEE WALL _ _ • 4I STEEPER 12/12 ROOF PITCH 4'•1 D I I REBASTING--,\-, -- 1 H AND REBUILT EXISTING GABLE WALLS SKYLIGHT I/ I re PROPOSED SCREENEDIN PORCH ADDITION PROP.4'KNEE WALL I s KNEE WALL L y J ei Z ''....:..,,,,.-.......,,,,saw.rn..w...g,.. , r... «r .-.cam imfi - existing ROOF �Ww W 14 0. / I 7 V O N 1 PROP.4'KNEE WALL 7• • .gym.n -.. 1r L.81 IL -I I I y n ao L WI 0 a, m I proposed � • nD - SHEAR WALL NAILING PATTERN Ix'O.C.) �O' ID d d +7 existing WOOD DECK SCREENED IN PORCH _ proposed EDGE NAILING SPACING a EXISTING BULKJtEAD a' I b a bollt on by of exist wood deck CUSTOM SCREEN PANELS Lemo eo oomexn •� BTWN4.4 POSTS ON OUTSIDE SHOWER SECOND FLOOR PLAN - 1"'" baOH. NoMetbnpten 24.KNEE WALL FIELD NNLING SPACING • 1/4"=1'-0" EXISTING WALLS ' _____ DEMOLITION = NEW WALLS omc INSTALL NEW HEADER 8 EXIST.SLIDING DOOR:. - 3 SOLID WALL (2)13/4"x71/4'LVL • , W/NEW KING 6 JACK STUDS CLOSET •`u D - -� BREAKFAST WINDOW&EXTERIOR DOOR SCHEDULE o BATH BATH w KEY ROUGH OPENING W x H ITEM# STYLE MATERIAL Q 1 X DINING • O261/8 IL4'47/8' 3Ok$2NARVEV N6 DOUBLE-HUNG NANDOWW ITES NYLC AD fIO 2'61/8"%3'-47/B" 30'k40" HARVEY BIB DOUBLE-HUNG VNNDOW WHITE VINYL CLAD iII © 44 3/4"X 46 7/8" 606 VELD%VENTILATING SKYLIGHT u 2 DOUBLE-HUNG WINDOWS-GRILLES BETWEEN THE GLASS HALL ® I - - W W 0 > t I 1 C _ 1 KITCHEN - re H G -\"---cr--• MASTER BEDROOM I - • 0 ui 10 -I I 1 GARAGE � J -� �a1 �, t1 co,_] °ems y Z �� bJ Z ig d u e R LIVING PORCH _ J:,rr `5: --.. L ' ti 9tx G G O tlgl y v O • `C^ �'I w p� J�, m C f9 J ` ' ItftPtRCy�'Syyl''d'agy.1�; _Tk. G 2 LL .. I�IW4.Y1� \R w 0 J. a ai r 1111 4' ` DATE 0$/11/201$ - V kef. � II - _ 7j eC ®I�T <� 1 SCALE: AS NOTED existing/proposed - - ,,P® .. • FIRST FLOOR PLAN • cyM�` ` DRAWING# • . • EXISTING WOOD DECK FRAME TO REMAIN IN PLACE PROPOSED SCREENED IN PORCH ADDITION . -/ I4'-O' - ADD SUPPORT FOR PROP.PORCH AS SHOWN • / 7,-O, / 7,O, �— • 1 iW\ - /' 1 - I , 10'DIA.CONCRETE SONOTUBES r 14// P.T. (2)2*1 dock joists '/ - 1 / ON CONCRETE 24'DIA.'SIG FOOT'FTG. ' ATTACH P.T.(2)2+10 or POSTS TO SONOTUBES . SITE ADJUST LOCATION W/SIMPSON SOURS POST BASES • . 2 TO CLEAR SEPTIC LINE BELOW ♦ 0 • ' - ro la to ® . -- n� • n ~ P.T.6.6 POSTS TO SONOTUBES • . b u A 1 / re g 1 / • • v IN = S6*p> y b • I $ I I— \ I i L exist P.T.2x LEDGER 2 W • t- A • check attackment to EXIST.HOUSE FRAME ' K . - - W/I/2'BOLTS®12'O.C. n - (j STAGGERED IN 2 ROWS • • p BOLT TO EXISTING JOISTS _ • O 0 El • • ' 7 a • �A CaR hdna tellycolumns-typical _ ,k on tank H I ——J _ existing 3PDcS's girt Z • q • �1 r J W W 2x8 ROOF RAFTERS 61S'O.C. , - �_--_J 10 NO - prop.screened in porch — - ———J EXISTING EXISTING Z O! • __ FULL BASEMENT GARAGE S A /_ _ top of cant.slab to bottom of fir.jsts T�1/7' conc.slab on grade / ILn 4 At ea eaCO(2)2Xa�dr.below - __ O m K in X X I c� CD a. 0 _ �' ANEP. 'unlace O a: 6 .. u� R m P_ L I • Oa1: 52Ei -$ 2x10 ROOF RAFTERS 16'O.C. REMOVE EXISTING ROOF IN THIS AREA S - .i SHED DORMER / I I existing/proposed - - . . I - -� I . . FOUNDATION PLAN• f V4"=1'_0" .� e Z . ' a.errs EXISTING ROOF l I - a 0J Z • • • ILIW o • 2x12 RIDGE BOARD - 1 H o • - I 0 2k12 RIDGE BOARD • O IV ; — -' a O ro in - EXISTING • Rt EXISTING ROOF C a M 0 - CHIMNEY �- 'b'S;^ .,,. p W V z a� O • 7 I I - • - , .. .•. m 2 0 !� , MARK "x w J L iIAC '` a L -- L I CM . J (44./ f/ y, !-I / DATE: 05/11/2015 .. - / i {C V `i(if at TS— 4r - SCALE: AS NOTED - ROOF FRAMING PLAN E',F`pFONA Sf I J DRAWING#: ,5 ' ' A3 - 4 _ • ' • • • EXPOSED 2,3 ROOF RAFTERS®1 G.O.C. g+ROOF RIDGE: W/I U.HORIZONTAL TAG PINE BOARDS• SIMPSON LSTA 18 STRAPS W/5/8•PLYWOOD SHEATHING 0 EVERY RAFTER X ROOF SHINGLE TO MATCH EXIST. 2x6 COLLAR TIES 0 32'O.C. 2x I 0 RIDGE BOARD ' • ' (EA.OTHER RAPIER)®BOTTOM THIRD HEIGHT SITE ADJUST SIMPSON H 2.5 HURRICANE CLIPS 12 4#/ROOF PITCH EA.RAFTER A5 SHOWN ' ALUM.GUTTER ON 148 - FASCIA BD.ON B'SOFFIT pop.Pack plate N. . or MATCH TO EXISTING R)2x8 HEADER . 145 FRIEZE BD.- (2)2x8 HEADER CUSTOM SCREENS BTWN. t 444(6)P.T.POSTS CASED IN Ix5 TRIM-TYPICAL • . ATTACH P.T.POSTS TO Propemd HEADER AND DECK BEAM • BAm AC/AC SIMPSON POST CAPS SCREENED IN PORCH o 24'H.HALF WALL W/WO.CAP Ili EXPOSED 2x4 STUDS WITH 1 46 HORIZONTAL T•G PINE BOARDS, —1,- S 1/2'PLYWD.SHEATHING 4 W.C.SHINGLES r-I x DECKING(NEW?)ON w r ®5'EXP.ALL ON WALL EXTERIOR _ EXIST.P.T.DECK FRAME i exlettng first floor t _ �r1 IOU of axial.deck \ s • EXIST.WOOD DECK FRAME IH, 1_L P.T.('2)LH0 . A.iL PT.42)�10 P.T.(2)2e10 • • • g, , . EXIST.SONOTUBES Il e'JlI T�1 1,�✓, � -� r ON CONCRETE 20EDIA�'BIG BOOT•FTG. U1 . e• ATTACH P.T.(2)2+I O or POSTS TO SONOTUBES > W/SIMPSON ABU66 POST BASES K • . 'I C.-10. C-10' 40 . e SECTION @ SCREENED IN PORCH ID o it in - a z . • W z '0 ROOF RIDGE: /� O N 0 ROOF RI WE: • SIMPSON LSTA B STRAPS V SIMPSON LSTA IA STRAPS 2x12RIDGE BOARD or 2x4 COLLAR TIES Z {"1 2x 12 RIDGE BOARD or 2+4 COLLAR TIES _ 0 EVERY RAFTER y m • (®CENTER) Q EVERY RAFTER EMEND DORMER RAFTERS AT PROP.SHED DORMER/ BEYOND �, AT PROP.SHED DORMER: TO MEET W/FRONT R.RAFTERS - 2+10 ROOF RAFTERS Q I O.O.C. - 2+10 ROOF RAFTERS®16'O.C. f' q • W/I/2'CD%PLYWD.SHEATHING< 2 �, W/I/2'CDX PLYWD.SHEATHING< 12 I— U..INSULATION-R49_REFASOFTREMOVE EXI5T.2x6 ROOF RAFTERS• ppddmpHht. I0�]ilf 1111I11t1111�1111111I1niI11t111111♦IIIIII'lliV ii1!IIIIIl'Il���fl 1 9IOPosed dOTRler Pit.ht. ATXSG , I�f� lll'IIIt111�1-1'III/1�IItl�1'IrIJ�'I'III'l l'1'1'1'1'i�ll'I'1'1�1'�111'III'u '- STR ' f0 9ed window hdr.ht. II / / / . M71/2'COX PLYWD.SHEATHING PfOpOSed window hdr.'ht. __ Ali // / \\\ /// W/I/2•CDX PLYWD.SHEATHING♦ / / O,". ASPHALT ROOF SHINGLES - _ / / \/ ASPHALT ROOF SHINGLES O ALUM.GUTTER ON 1.5 / / / / \ I. FASCIA BD.ON E'SOFFIT / / / / \ HARVEY DOUBLE-HUNG/ // \ \ / / / NEW 2+4(6)EXTER STUD WALLS W/ \ \ or MATCH TO EXISTING / WINDPW N / / / \\' \ 51/A"FBGL INBL 1/2"PLYWD. / / \ \ ,/� ru HARVEY DOUBLE HUNG / // / \ 12 _ BHEATHING.HOUSE WRAP<W.C. / / \ % . /i/.., *o�w, T\ \ - SHINGLES 05'EXPOSURE ///(I tl� NEWD EXIER STUD WALLS W7 //// I 1 •...sAni,i1A4 o 1 i :\ \,, 12 r EXPOSED 2x6 ROOF RAFTERS®16'O C / / II °XM- emare.d I 1 \'\ _ r 5t/4'FBGL.INSL.,I/2'PLYWD. - / // BEDROOM#2 4'KNEE WALL I I\ \\ W/Ix6 HOR12CMAL T•G PINE BOARDS 1r=i / / 1 1 BEDROOM Fl 4 KNEE WALL I\\ SHFATHING,HOUSE WRAP tW.C. /// / \ \ W)5/S'PLYWOOD SHEATHING //// SHINGLES(y 5'EXPOSURE o /// \ N. \\ •ROOF SHINGLE To MATCH EXIST. R / / 1 I \ I e%i511no second floor / _ I Up REMOVE 1 - WALLS J I \ \ \ I / I I REMOVE EXIST.KNEE WALLS -I 1 - existing second floor0111 I ) l /I \ezisting top of Plate �,������V��/EXIST.SECOND FLOOR JOISTS /7/���������%'��������//_I __ exisling tOp of plate I;������������/,'EXIST.SECOND FLOOR JOISTS J/�����������������///////////_1 existing top of plate existing top of Plate ri 2x6 COLLAR TIES 032'O.C. (EA OTHER RAFTER) Q • f • j•A—EXIST.2x4 EATER.WALLS existing FRONT proposed existing • . FRONT - FIRST FLOOR LIVING SPACE SCREENED IN - FIRST FLOOR LIVING SPACE 0 PORCH i ix DECKING(NEWS ON Q III i EXIST.P.T.DECK FRAME EXIST.2x4 EATER WALL S LS existing first floor / • existing first floor existing first floor existing first floor Q ?../ �������������������EIST.2OX FLOOR JOISTS O I G.O.C.7����������/ _..___ - F �������������������//////EXIST.2�L;4,5I FLOOR JOISTS®16'O.C../����������������/ - EXISTING 3/2x8 GIRT I " EXISTING 3/2+A 61 RT existing y mil� existing Z pi BASEMENT FULL BASEMENT W j 1 W m . C W to . ro J ~ SECTION @BEDROOM#2 SECTION @BEDROOM#1 W 0 O • H 1/4'•=1'-0" 1/a•'=1•-0'• Ip 0 M W - ma C) CO • • g o F 1 • a`, MARK b', a �� '• . . _ _ f+ItTi 899 S DATE 05/11/2015 • • .- i�N♦ /.1 �• ��10 v.iii SCALE AS NOTED ' Y ��.ti�B.v`D � O`o z"• �I DRAWING#: f ... i � K• A4 4 Y Y _ .. {.