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HomeMy WebLinkAbout0045 NEW HAVEN AVENUE - Health VFW HAVEN AVE., MARSTONS MILLS j I } Town of Barnstable July 7,2010 Building Department 200 Main Street Hyannis,Ma.02601 Rory Davis 8920 C.R.229 Wildwood,Fl.34785 352-7484968 Re: Safety Concern Dear Inspector, I have recently become aware of a situation that causes me to be concerned.I hope your department can be of assistance addressing this safety issue. My son Rory Davis Jr.lives with his mother at 45 New Haven Ave.Marston Mills,Ma.02648. He has recently informed me that he no longer stays in his bedroom upstairs.It seems that he and another teenage boy have been moved into the basement of the home. There have been structural and electrical modification made to the basement in order to convert it into some sort of living area.I do not believe any permits were pulled before or inspections performed after these modifications.I would like to make sure this portion of the home is currently permitted for occupancy. I have numerous safety concerns about this becoming the living space that my son and this other boy now occupy.I am concerned about the air quality,emission from the heating system and water heater, fire/carbon monoxide detectors and about the means of egress in case of a fire or other emergency.To my knowledge there is only a steel bulkhead and the back of the home has not been excavated to allow for a walk through doorway. Thank you for your attention to this matter.I look forward to hearing from your department. Regards, Rory Davis Cc:Town of Barnstable Health Department t K / •// • •■ Ivis I' 9Zo C. 0,08 229 i. 411/iliiwo0b, FI. 34785• _ U.S. POSTAGEPAID JUL 07. 10 UNITEOSTATES AMOUNT Z, f`, - �,. •: ':,y, -.:, r f. POSTALSERVICE 7009 2250 0004 3483 38065 5q - 1000 02601 00089963-05 I'-7 Town no EC f Barnstable T ORS R 'Ir® Health Department 200 Main Street Hyannis, Ma. 02601 _ ii ii iijj ii`l i JJ! { j ii tt y )) �f 1 ', t, � - ...•'.-.f'�.,,.�,i,•... ^}....W +' ...-:wi��s �.1�11111-f11�i�111711.:1:f1't717f1f1111:1fi�,�3lli}If l��l 119�11if flili� ,:.. -^•sake.,,,,;.,,, "�r, NO, AM RIO U., �, - I a b - �- f •• r rr 3 : C 1 / v °•1••i iiii��a•a Op THE tp� DATE: 4lS/ I FEE`F �j * BARNSTABLE, y MASS. F1639. Town of Barnstable REC. BY S CHED. DATE:�! ",y Board of Health V1011 O V Main Street, Hyannis MA 02601 Office: 508-790-6265 �J� Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. RIANCE REQUEST FORM LOCATION �,, rr Property Address: (� i d3 !/^V� Pat✓e^ t1/Q : M arBd AS n r-((3 Assessor's Map and Parcel Number: j/73 — kO'73 Size of Lot: Wetlands Within 300 Ft. Yes Subdivision Name: No Business Name: APPLICANT CONTACT PERSON / Name: ��n �[�neal Name: H a2 oe��,2�1 S(�✓� Address: G��AL C�_ t C Address: 1(0 el f P/ycl Phone: Phone: —7'7 J5 - g FAX: FAX: —77 J -J306 Y VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if'more space n eded) (—MP L 5,zay C,o,1�c — � 3 Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variances only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ Z� TOWN OF ARNSTABLE LOCATION 'E I SEWAGE # VILLAGE ,/tom- ^'� CS ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. ZK(ke L fql'y SEPTIC TANK CAPACITY LEACHING FACII.IT1': (type) - ru -i:'E, (size) NO.OF BEDROOMS BUILDEROROWNER PERMIT DATE: f i '2-^ COMPLIANCE DATE: 1 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by / l Y to �- iL ^ r No.—90— 6 �— Fee �L'L r„ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Application for Mtqooar *pMerYt Congtrutttort Vermtt Application for a Permit t Co ct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No ezu br/e.,1 4vc Own 's Name,Address and Tel.No. 'SW 7 7 S=,?-�:O ff be_ i�1C'-le— f21�Ly�C Assessor's Map/Parcel iO3 73 /& / . AJ6 1 1 1(fAi ble Installer's N e,Qyddre d Tel Designer's Name,Address and Tel.No. �,6 Z"54)7 9 /� Type of Building: Dwelling No.of Bedrooms Lot Size c:OXsq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil /)N t le - Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provi ' ns of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has ee ssued y this oar ealth. Sig a Date Application Approved by Date J A Application Disapproved for folio ng reasons Permit No. Date Issued ,4 No. Fee _ 17 T MONWEALTH'OF MASSACHUSETTS Entered in computer: Yes P-bBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYtcatton for nt!6.poga1 *Pgtent (Congtructton Permit Application for a Permit t on ct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No-! '"/veld fl M UCA #VC Owne 's Name,Address and Tel.No. Of L�r n/qt/�/C l�2. fT /C✓G i'l9iGf/ cG.$�/v Assessor'sMap/Pazcel Installer's Name,40dress,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: �, Dwelling,- welling No.of Bedrooms, Lot Size� sq.ft. Garbage Grinder( ) ,= Other Type of Building No..of Persons " Showers( ) Cafeteria( ) Other Fixtures Design Flow g � gallons per day. Calculated daily flow �"` gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil �i,t Nature of Repairs or Alterations(Answer when applicable) ' Date last nspedted: Agreemet: 'Ibd undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisi ns of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has een ssued y this oars ealth. Sigh Date Application Approved by Date 1 A Application Disapproved for folio ng reasons p Permit No. 9' Date Issued -------------\------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (tertificate of (Compliance THIS IS'TO CERTIFY, that the On-site Sewage Disposal System Constructed(\,e)Repaired( )Upgraded( ) AbSdoned( )by ate Q ? A28IJ llaye.o /�'y W/� t✓y!4ff7".� / �Z has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated_ i 7 Installer Designer 41 The issuance of this pert i s 11t�eqnstrued as a guarantee that the s st -iii ffuy ctia des'gn p e/d( Date ii Inspector /� / I I Vf/ 110- -I --------------------------------------- No. Fee 10 c> THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mizpoe;al *Pgtem Construction permit Permission is hereby granted to Construct' Repair( )Upgrade( )Abandon( ) System located at f /� `i, 1V urr RM� lu ar_ ,eLA W c.t( �.�_... �,. �✓" ivt and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constru/ctio must-bye completed within three years of the date of thi t. Date: d �`�c�-� Approve �p tHE 1p� swxntSrneLE, : Town of Barnstable Mtsa 9� 039' '0� Board of Health 367 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A.Murphy,M.D. Sumner Kaufman September 30, 1999 Patrick Michaelson 169 Longview Drive Centerville, MA 02632 RE: Lot 103 New Haven Ave.,Marstons Mills, A= 103-073 Dear Mr.Michaelson, You are granted a variance, on behalf of your client J. O'Brien, from the State Environmental Code, 310 CMR 15.214, restricted sewage flows to 440 gallons per acre per day in zones of contribution to public water supply wells. This variance is granted with the following conditions: 1. No more then three(3)bedrooms as attached. Dens,study rooms, finished attics, sleeping lofts,and similar type rooms as considered"bedrooms"according to the MA Department of Environmental Protection. 2. The applicant shall record a deed restriction at the Barnstable County Registry of Deeds,signed by the parcel owner, in regards to the maximum number of bedrooms allowed at this property. (Three(3) bedrooms). 3. The dwelling shall be connected to the public water supply. This variance is granted because it is the Board's policy to allow three bedrooms on parcels of greater than 18, 000 square feet in size. This parcel is 21,885 square feet. The applicant could have built a two(2) bedroom dwelling on this property without the need for a variance. It is the opinion of the Board that the construction of one additional bedroom at this site should not significantly alter the quality of the groundwater in this area. Sincerely yours, Susa/ n G.Ra S. Chairperson Board of Health Town of Barnstable michaels.doc-/q/health/wp-k.s. 1U 9_i =a Bpi 2 = 4,-� DEED, RESTRICTION Joseph M. QcBrien WHEREAS, of 35Trinity Pl., Centerville MA (owner's name) (address) is the owner of- Lot 103 located at Willimantic Dr., Marstons Mills (address) ' MA (hereinafter referred to as Lot 103 ) and being shown on a plan Marstons Mills entitled "Subdivision of Land in MA, Property of Joseph M. OtBrien et al, duly recorded in Barnstable County Registry of Deeds in Plan Book 2039 , Page 024 ; Joseph M.OlBrien WHEREAS, as the owner of said*lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as-a pre-condition to obtaining a variance from the Town of Barnstable Board of Health"330 Regulation" and to obtaining a building permit for this lot; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting the variance from the "330 Regulation" and authorizing the issuance of a building permit for the construction of a single family home on this lot is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the_Barnstable County Registry of Deeds by recording this document, Joseph M. O'Brien NOW, THEREFORE, does hereby place the following restriction on (owner's name) his above'-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: Lot 103 1.Willimantic Dr.may have constructed upon the lot a house containing no (address) more thanthres ( 3) bedrooms. Joseph M. O'Brien agrees th t th's ha�I h .permanent deed restriction A11�at'i�# D affectin+ot 103 located onM,„,+,,,,, Mill s MA, and being shown ,f on the plan recorded in Plan Book 2039 , Paged 024 deedr <'; } Joseph M. O'Brien For title of see the following deed: Book 2039 page 024 (owner's name) ' Executed as a sealed instrument this First day of. October, 1999 Oetnher 'l, .]S99 (date) �;. 10eh . O'Brien_ • 4 Commonwealth of Massachusetts Barnstable, ss October 1, 1999 Then personally appeared the above named Joseph M. O'Brien and made oath that the statements contained herein are true, before me. r u • tt > . evin R. 0 "Br1en; rye bi�c My Comrni ssi on Expve� 400.19 .7, 03 ,. IIIr.99 '• _T4 f : B ARNSTABLEWUNTY REGISTRY F DEEDS' A TRUE COPY,ATTEST {�'�; " � '` `' 9 r' •,:: JOHN F.MEADE,REGISTER deedr BARNSTABLE REGISTRY OF DEEDS Ile 1HE Tp� IRNSMBLE. = Town of Barnstable MASS. 039. Board of Health 367 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A.Murphy,M.D. Sumner Kaufman September 30, 1999 Patrick Michaelson 169 Longview Drive Centerville,MA 02632 RE: Lot 103 New Haven Ave.,Marstons Mills, A=103-073 Dear Mr.Michaelson, You are granted a variance,on behalf of your client J.O'Brien,from the State Environmental Code,310 CMR 15.214,restricted sewage flows to 440 gallons per acre per day in zones of contribution to public water supply wells. This variance is granted with the following conditions: 1. No more then three(3)bedrooms as attached. Dens,study rooms,finished attics,sleeping lofts,and similar type rooms as considered"bedrooms"according to the MA Department of Environmental Protection. 2. The applicant shall record a deed restriction at the Barnstable County Registry of Deeds, signed by the parcel owner,in regards to the maximum number of bedrooms allowed at this property. (Three(3) bedrooms). 3. The dwelling shall be connected to the public water supply. This variance is granted because it is the Board's policy to allow three bedrooms on parcels of greater than 18,000 square feet in size. This parcel is 21,885 square feet. The applicant could have built a two(2) bedroom dwelling on this property without the need for a variance. It is the opinion of the Board that the construction of one additional bedroom at this site should not significantly alter the quality of the groundwater in this area. Sincerely yours, Susan G.Rask,R.S. Chairperson Board of Health Town of Barnstable michaels.doc-/q/health/wp-k.s. J �a J Z co 0 rn pelf o co DECK MQ wCQC4 38-0 m�Cr— L U)>w N 2'-9" 2'-9" 4'11" r>LLI Cc A B =[)�2 Ln A6 A7 (3)29"x 70"CASEME O m Q • W/TRANSOM ABOVE /1�c a 2'8"x 6'8' 2 x 4 FOR THIS WALL ONLY V G II `O I I a FIRE RATE DOOR II c J DINING I�I , ANDERSEN iv III v TW2446 III w NEW , GARAGE I— I TALL . I? I I PANTRY 8--0• III ___ '...•4. 10 I p w I 13 Z j F ( - I I .. c c NEW W 14 x 22 STEEL BEAM L N I III c ___—_—_—_ _ _ _ _ ___——_ I REF. O SINK I DW I RELOCATED u— Q ANDERSEN I KITCHEN III O V TW2446 (VERIFY KITCHEN I DN. z J LAYOUT W1 OWNER) --- J I _ `�-- 000 ---- w o coo - C) c 9.0"x TO"O.H.DOOR 9'0"x TO"O.H.DOOR 4 O W O COVEREDMUDROO U CONC. PORCHo 2'8'x6'8 Z (n APRON - W W B UP 0 Q A A6 A7 \ (n 2 NOTES: 2._0., 9'-o.. 2._0. 9'_0 2._D. 2._5. 3'_., z w LLI P.T.6 x 6 POSTS W/ 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS PVC CASING O &DIMENSIONS IN THE FIELD 24'-0• 14'-0" W Q 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, Z• Z DETAILS,&FINISHES IN THE FIELD WITH OWNER Q O W 3.) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY (� EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION < = Q INSTALLER/CONTRACTOR FOR THE STRETCH ENERGY CODE FIRST FLOOR PLAN Q => 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS C) STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 LEGEND: �_ W 5.) 110 MPH EXPOSURE B WIND ZONE � Z 0 EXISTING WALLS W 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, CONSTRUCTION TO BE REMOVED Z < Lo OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/12"FIELD NAILING --� 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e L/360 LOAD IM NEW CONSTRUCTION SCALE : 8.) SEE CERTIFIED PLOT PLAN DEVELOPED BY SURVEYOR FOR ALL PROPOSED&EXISTING DETAILS I IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS 1/4" = V-0" 9.) FOLLOW ALL MANUFACTURERS SPECIFICATIONS FOR INSTALLATION OF ALL CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION SIMPSON COMPONENTS OS SMOKE DETECTOR TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) DATE 10.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS FFFATo no" UFncion R-VIUNG A E RVALUE�EDW�R-VVALUE R-VALUENT WALL RIAL E TSAB RNAL SPACE WA TO BE 3000 PSI AT 28 DAYS © CARBON MONOXIDE DETECTOR o.30 ems. o.ss 4s M-3.5 30 15119 10(4 FT.DEEP) 1.19 6/3/2019 AMMEND. 11. VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE (a HEAT DETECTOR NOTES: 1,R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. DURING FRAMING CONSTRUCTION 2,15119 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR 15.)ALL WINDOW AND DOOR HEADERS 4'0"OR LESS TO BE 2-2 x 6 W/1K,1J OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL Al MENTS 16. THIS STRUCTURE IS DESIGNED TO THE AF&PA WOOD FRAME CONSTRUCTION 4.REFERTONSR5CONTINU US 4FORALLINSUATHIN ON THE YALL EXTERIOR ) 4.13+5 MEANS RS CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR MANUAL FOR 110 MPH EXPOSURE"B"LOCATION PER SECTION R301.2.1.1 &R73 CAVITY INSULATION U / J .ell J Z 0004 co mHa� (nWN ~FWD Z)Wao 0 c/) ) 23'-6" 14'£" ❑ O RELOCATED LL BEDROOM �w I2'o I z K-i J LIN. W � Qi t O w 2 "LLJ wNENEW BA z wW.I.C. O W = 6'TUB Z W ° Q 00 Q U H U) Z 24'-0" 14'-0" LLJ Q - ------------------------------------------------------- —-—-—-—-—-—-- z o FRONT 30 FOOT SETBACK SCALE SECOND FLOOR PLAN 1/4" = 1'-0" DATE LEGEND: 4/22/2019 EXISTING WALLS - CONSTRUCTION TO BE REMOVED A2 NEW CONSTRUCTION TYP. ROOF CONST. 2 x 4's @ 16"o.c. -2 x 10 ROOF RAFTERS @ 16"o.c. t2 2 x 8 RAFTERS @16"o.c. //Z� -5/8'CDX PLYWOOD ROOF SHEATHING \ 3t W/1 x 4 FASCIA W/ `/ -ASPHALT ROOF SHINGLES \ \• EXPOSED RAFTER TAILS '^Q cy) It 2x15LB.12 FELT PAPER UNFINISF�EO \ ui 2 x 12 RIDGE BOARD TOP OF PLATE Q O O(14 CO •ATSIMPSONALL H2.SA HURRICANE CLIPS 9 12 STORAGE \\\\ 2-2x6HDR. ro ICE/W RAFTER ENDS -ICE/WATER SHIELD AT BOTTOM TO"OF ROOF SOLID BLOCKING UNDER\\\ 4 Q -ALUMINUM DRIP EDGE DORMER WALL \ 2 x 4 DORMER WALLS M w cc�- 5/8'PLVWOODI ATTIC W G I- SUBFLOOR (n w CV TOP OF PLATE 2 x 1 O's @ 16"o.c.W/MID-SPAN BLOCKING w- W14 x 22 STEEL BEAM w a.O 5/8"FIRECODE GYP.BD. m 3-1 3/4"x 11 7/8 (n v (g ON 1 x 3 STRAPPING @ 16" " z O.C.IN GARAGE LVL HEADER !1 c)c a y t.J G W GARAGE TYPOALL CONST. U 1.2 x 6 STUDS @ 16"o.c. c 2.1/2"PLYWOOD SHEATHING 3.W.C.SHINGLE SIDING FIRST FLOOR (4"CONC.SLAB 4.TYPAR EXTERIOR VAPOR BARRIER M SUBFLOOR —_— PITCH 2" O.H.DOOR F W/6 x 6 WW EMB EDDED BEDDED �T OP OF FOUND. FiE _ TYP.8"CONCRETE ' FOUNDATION WALLS W/W x 24"CONCRETE FOOTING TO 4'0"BELOW GRADE W/KEY B SECTION @ GARAGE A5 23'-8' 14'-4" O LL Q 2 x 10 . B A W/MID-SPAN SPAN BLOCKING A6 A7 Z J 5J wG 0 c O w o I W z U) m W w W Z > o Q I m Z> 3 Z 4 x 4 z 1/4'HSS POST j� `1 w w 2 Ld UNDER EACH END OF W14 x 22 STEEL BEANa m I STEEL BEAM W Q om I m I o Z L 7 Q 0 0 = Q i Q U W 0 —L Ll Z o W - - - - SCALE : 3-1 3/4'x 11 7/8"LVL HEADER 4-1 3/4'x 11 7/8"LVL BE 1/4" = 1 -0" B A O.H.DOOR WALL TO BE FRAMED A� DATE A6 PER APA PORTAL WALL DETAIL P.T.6 x 6 POST W/PVC CASING 6/3/2019 FASTEN TO BEAM W/SIMPSON ACES POST CAP 24'-0' 14'-0' SECOND FLOOR FRAMING PLAN A6 23'-6" 14'-6" J SOLID BLOCKING IN THE A B OUTSIDE TWO RAFTER BAYS (Zn AT 48•o.c. VJQIt C)¢pN(o } Qw�24 m� ti (n w N ��:w� �wn-o mU" 0Ll 0 42a- I q _ _ 2 x 12 RIDGE BOARD I MI a ❑ \ / TYP. @cONST.2 G O -5/8"PLYWOOD ROOF SHEATHING N / \ - ASPHALTROOFSHINGLES L.L. -15LB.FELT PAPER Lim o -2 x012 R ID BOARD - -SIMPSON H 2.5A HURRICANE CLIPS AT ALL RAFTER ENDS -ICE/WATER SHIELD AT BOTTOM 2 x 8 RAFTERS @16"o.c. -3'0"OF ROOF PROP-A VENT BETWEEN RAFTERS W/1 x 4 FASCIA W/ WIND WASH BARRIER BETWEEN RAFTERS EXPOSED RAFTER TAILS - A B � -ALUMINUM DRIP EDGE � J A6 A7 2 x s•s(off 16'o.c. J (5)10d NAILS EACH END J — 12 W G 24'-0" 14'-0• 9 0 7 12 O W O o ROOF FRAMING PLAN 8� w w 1.) ALL ROOF RAFTERS TO BE 2 x 12's NOTES. TOP OF PLATE 2 x 10 JOISTS @ 16"o.c. Q Q UNLESS OTHERWISE NOTED TOP OF PLATE 2.) USE SIMPSON H2.5A HURRICANE CLIPS TYP.WALL CONST. W uj AT ALL RAFTERS ENDS i.z x s STUDS L 2.1/2"PLYWOODD SHEATHING 7 Z 3.)VERIFY GUTTER TYPE/LAYOUT 3.6"(R=20)BATT.INSULATION W/OWNERS 4.1/2'GYPSUMBOARD „ BEDROOM W.I.C. x z Q 5.W.C.SHINGLE SIDING w 6.TYVEK VAPOR BARRIER mc z 7.78"LONG OR GREATER STUD LENGTHS TO HAVE MID-HEIGHT BLOCKING Q O W KID 2 X NAILER 8.BALLOON FRAME GABLE END WALLS SECOND FLOOR SECOND FLOOR SUBFLOOR L SUBFLOOR Q U FLOOR TOP OF PLATE 2 x 10's @ 16'O.C. I T Q JOIST LVL BEAM 4 1 DOUBLE JOIST 4-1 3/4"x 11 7/8' W 14 x 22 STEEL BEAM TYP.1 , FASTEN JOISTS TO WELDED TO STEEL COLUMN/PLATE NAILER W/SIMPSON 1 x 3 STT GYP.BD.ON RAPPING @ 16"o.c. AZEK 1 x 4 BEAD A34 ANGLE(SHOWN) _ BOARD CEILING OR SOLID BLOCKING 8"x 8"x 112"STEEL PLATE \/ Z WELDED TO TS 4"x 4"x 1/4" W STEEL COLUMN W/(2)1/4• - KITCHEN J FILLET WELDS 6'LONG ( Q 8•x 8"x 12"STEEL PLATE TYP.3/4"T&G PLYWOOD P.T.z x 6's @ 16"o.c. SCALE : WELDED TO 4"x 4"x 1/4" . FIRST FLOOR SUBFLOOR-GLUED 8 NAILED W/AZEK OR IPE DECKING rr rr STEEL COLUMN,DRILL 8 SUBFLOOR 1/4" = 1 r-0 GROUT FOR(2)3/4"DIA. 2 x 10's @ 16"o.c. ANCHOR BOLTS -P.T.2 x 10 BEAM CRAWLSPACE R301NSULATILN-JjlDATE : WALLS W//8"X 24"CONCRETE FOUNDATIONTYP.8"CONCRETE P.T.2.6 6/3/2019 FOUNDATION WALL FOOTINGS W/(2)#4 HORIZONTAL - 2•CONCRETE SLAB W/ W/SEALE BARS AT TOP 8 MIDDLE OF WALL 10 MIL POLY UNDER STEEL BEAM/POST DETAIL SCALE: 1/2"= V-0° B SECTION @KITCHEN A7 A7 - I i i I I I i I _= if ?432 �I � �(.. II 2 3 = i �j. SEE- . 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