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Home My WebLink About0022 STUDLEY ROAD - Health Iiya4pis A = 306 - 019 . `7 v No. �6 �U 1 Fee of J THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfitation for Bisposal *pstrm Construction j3ermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon Ole -o`mplete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. O Ass sor's Map/Parcel 300-019 -e- Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. A , alk$zr ) Al-A _ Type of Building: Dwelling. No.of Bedrooms /(�f1 - Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) dZ,4 gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil /V Nature of Repairs or Alterations(Answer when applicable) - I �Ibfil3�- " '4 r1 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 provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. S' , Date d; O / Application Approved by Date 141 Application Disapproved by Date for the following reasons Permit No. )-O/a —�2 d / Date Issued 0 > _ No. 2u 1 Fee v 1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 21pplitation for Disposal .pstern Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(441 omplete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. /2j w_,,j. Ass sor's Map/Parcel 3 G 6_© Installer's Name,Address,and Tel.No. l De"signer's Name;Address,and3el.No. A Type of Building: Dwelling No.of Bedrooms ,Lot Size sq.ft. Garbage Grinder( ) Other Type of Building N' o.:of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) x1 ,4 gpd 7Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Oil er� 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 provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. G S" l _- �� -•��".i_��- Date �.� /2 I { Application Approved by r d Date i Z Application Disapproved by Date for the following reasons Jf fi Permit No. d-d/ d / Date Issued J ' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS mower Certificate of Compliance THIS IS TO CERT>IF.Y,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned((-)%y at �� [,�� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Z d, / 2 Installer it/A - Designer .vA #bedrooms �Aj�� Approved i flo gpd The issuance of this permit shag not on r as a guarantee that the syste will fu c" n a esig ed. Date Inspecto ---------------------------------------- No. ° 7 r/( Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( `) Upgrade( ) Abandon System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constr ction ust be completed within three years of the date of this permit. Date Approved by ( � 7d/ . L 0-C..k. Tj ON SEWAGE PERMIT NO. b , h-vz)zLtj °2 `j!-y4Y VILLAGE W, I N S T A LLER'S NAME & ADDRESS B U I'L D E R OR OWNER DATE PERMIT ISSUED 77 DATE COMPLIANCE ISSUEA17 N (J g �� 1 V �� Gl .. �. �'' �1 0 No.._77 1...._...... Fis......�.�..00...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town of Barnstable ll .............. ....... . . . ............ ...........---- Appliration for Uaiplaii al Works C�nnstrnrtiun �rrmi# `� Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal S stem at, (7� _ Studlex..Road....:.._.. .o!► `�.. a_..... -----••----•........................•-------------•---------------------------------....--•------- Dr .. Herbert tc'hering / Hyannis Lo io •Address or Lot No. •---•.................----.....------------. ------------._......----------------------_.... ...------.7......................-_--- ...........--------------------.....---.....-- ..... ......... . Owner Address ---......Joseph-•P:---Macomber.--&-Son...Inc....... ......... Centerville._......................-------•--------.......----..--• Installer Address Q Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms.....:....... .....................:.......Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ______•____________________ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ------------------------- ............................ w Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width................:... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water-.___-_______-__--_-___ �TA Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R+ ---•-------------------•---•-------••---............---•-----------•----.........----------......---......................................................... O Description of Soil........Band...&...Gxave'l.............................•------------------------------------------•-•---•-------•------------------•---------------- x w U Nature of Repairs or Alterations—Answer when applicable----1--1000---g&UM...Oyerf!O)W............................ -------------------------------------------------------------------------------------- -----------------------------------------------------------------------------------------------------•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T1Ti 1Z 5 of the State Sanitary C — The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be is d by the booa4 of he th. igned----- XI f ' ..1�"-�'.. Date Application Approved B PP PP y...... ---......- /� �!f✓P ? 7 Date Application Disapproved for the following reasons-----------------------•-----------------------------------------------------------------._...---•--------------. ---------------------------------------------------••--•------------------...-••-------------•--------------•--•-•........-•----•-•-----•.............................................................. Date PermitNo........................................................ Issued-....................................................... Date l No...Az............. $5�.00....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town oF...Barnstable ......... ....... ........................................................ Appliration for Uhipoii al Works Tonstrurtinn ami# Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: ..... .............`.... Dr . Herb ert`oSt8he§V.Tn'g Hyannis or Lot No. ......................---------------------------------•-----------••-•-.....................•-•-- ..........__...................................................................................... IF er Address Joseph P. Macoraer & Son Inc: Centerville Installer Address Pq d Type of Building Size Lot............................Sq. feet V Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage.Grinder ( ) '4 Other—T e of Building No. of persons____________________________ Showers — Cafeteria P4 Other fixtures ----------------------------•--- W Design Flow..........................................__gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--_---------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date..................................... - aTest Pit No. I................minutes per inch Depth of Test Pit____________________ Depth to ground water........................ (� Test Pit No. 2________________minutes per inch Depth of Test Pit____________________ Depth to ground water........................ -----------------------------------•--------------------------------.._......_..........••-••---•--•........................................................ ODescription of soil........S and....c__Gra v_e 1..........................•--...--------------------------------------------------•-------------.._.__..._---••-•-•-••-•-•- x M W -•--•-•-•••••---------------•-----••-----••••-•••••----•--------•-•••---••----••••••••-••----•---•-•----•-••--------------•-----••-•••---•---------•-•-•-•-•••--•-••-•-••-••••-•••••-••-•••-•--...-••-•- UNature of Repairs or Alterations—Answer when applicable.__.i__-10!J!J---z?allon---7verflOw ----------------------------•---------------------------•--•--------•---------...-•-•------------•----------------------•-----------------------•--------------------------------............_._. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. / jt igned. a ,5 ? ., tr'_JI -------•---• /, • ••.._....._ _ ._c _ :...... /"'• r:�t:._`,.f�.`....:.....:.........•----------• Date A77lication A roved B .-G/='' _ -t �� PP PP Y Date Application Disapproved for the following reasons______ ________________________________________________________________________________________________________ ..----•-•-•---••---.......•-•-•-•---•.._......---••-----•-•-••-•••-••••••-•••-•-•••--•--••....•••---•-•••---•-•--••----••-•-•-•••••-•••-•••-••-•-••••-•--------••--•-----•-----••-•-•-••---•--•...._.._. Date PermitNo.......................................................... Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......................Town.......OF.Barns t.ab le....-............................_........... Trr ifirtt#e of Tomplia tta HIS I$ T p CERTIFY, Tha .the Indi idual Sewage Disposal System constructed ( ) or Repaired ( X) csenh P Macomber Son inc . by.............. .........=••••=-•.:.........••-•••--••••-•--...•••••••...••••••••-•-•--•-•-•-••-•-•.................••••-•--•-•-•-----•-••--••-•••-•---•••-•--•---••-•--•-•••••---•-•......---- 5 at Studley Road, Installer Hyannis ScherinE ---------------•-•--------------------------------------_____------------------------------------------------------------------------------ has been installed in accordance with the provisions of TIT F r of The State Sanitary Code as described in the application for Disposal Works Construction Permit No._r_ �•_l dated_...&-_.?__-_Z_7-_-__________________ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.................................................................••-•••......-• Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS 0/1 BOARD OF HEALTH Town Barnstablell ........... OF.. ............................. .................................... 00 FEE. Dispo,o al rk T-51ans#r ion alTi# Permission is hereby granted.....Joseph P_ Macomber & Sonfac . to Construct f ) or Repair (X ) an Individual Sewage Disposal System atNo. 5••Stud]:ey.._Road........................---------------••---•--.----•-••-------------•--••-•••••-••••••••-•••-----••--••--Scherin Street -- f as shown on the application for Disposal Works Construction Permit No..................... Dated......`_ _ _.. _ -y .................••-•-•-••-••••-•• 9 ............................--•••-- / / ............................................... B rd of Health DATE....... -�----------- FORM 1255 HOBBS & WARREN, INC., PUBLISHERS -7 t f 315 : ; I 0.!75ie.-! T 1 I / I 1 "::R�1261W nN22ti�_L. � i �?A46�Y i 2AJ6`w i ...Z9.9Lw I2) --zdac eresTwS ecoF .� GUT7E IS ..-..... .__ REAR j I ! ' „ f Iey-,-.El�viCT ( . exte�+o exlsnvq � sI I . Iz- 77 FHI .. '.: - li '� I�-j ? ycsvgnt_T SVItv�,t.Es __.--- I . . � i:':-:.�- - -�t.1.L. '-'-'----� . I 1 'I _t_ - _ 2aaz v. i.. • '163�OW 10310�2444W ....—.._ _ .. ' Y. 2046W�SOUo TP�f�I...._.__.. ..... ___—.—__ ...__ •.. 4 _ _. .•....., .: '- .,. L.1-� I I_I_1.1_..� _- fi-.VINtW+i ucr —_--- _ _.._ -...._. ._ ... \ l � 1 - .1-I._ I. I � ou tYvcK Coa.-E>ax�) silo '�aosZ.�v YRlPlc vu_W 1 I ` ... W Pvtab-17 ELL�I/XTIOJN + RKWT EIL-\Z/MON '� nIL�VIN n;n�r5-.(uNcaSs;V Z+(»6C0.1t'Stuut_nuq c4Ati.v�.vwLY4 1 '.. .. l\V K/f�\VCf9 W.11w'll..fCUl2W.N!•pY(S-.�T�-!Lc:SIL.IZ��1.L4 G�T.C�...- � : .NOLTIOIJS ¢ALTER4T+Ogf7 . � •vwwveo Bruce 1peviin I - w.a li 3 Design® zL :�LU� Y..Rana,r 774238-a773 4 Ml I I. G r •'D �� rn I^/ o' i I�� i I ;A I . 1 Cp = F I gH e i j F I) .i a ` - '- z9•or��oaMeR - . -' y 2-O•. 2.1�- 11�0• 2.B" •1'O• S.C,• I I I A P n•� i D M I s r o i I i IFT 01 I I c i I 1AN01NS-_, __I IN SVLATE fl 2� o �. O N I It G i A 10 I o 0 CS C P' I I- j IF i Z,--ft,_,r_ I! r � ALl i I� I o �� I 0 O a r a; D I 3j '7�=a"S7uD5 N b '1.A,STUDSCA i >: I 0p ai 10 L I i I i '4 N p A� 10, � F P 6, Sq s N a I I,� n 0' H , c z; 2 � Z ! I N i i ; II� ^ .9 1 I / I' 9 i P CiQ � I ' e I I i I 0 K' � I I. II I � I i . too• � ---� TN 1 �h f p / F7,, - - ,y 34 w � r I T m: P Lx 09 rl 17 r` �r+ _ v EEnil _ z iz rp � � 1 2• L. i I II I I I i - 2 WRAFTSR5- i p OPH NORROW WELL ORHEING METHOD FERMING TIPS .The APA Nanow Wall Brazing Mcthud is a simple,si[abuik solution that allows bugdm W eons- - segmma as-as 16 innc�wa[o ui dow end door P-V.Be sate.check Ior th-essential r4 derails whm Oomn-dng the APA Nanm"VAll Bracing Wdud around gauge opn p. immmplete tttotmadw m the APA Naaow Waft Bru'mg method and irs applaxdmu N l=dauss tutu dun ' ,h.gauge,phase see APA pubhadan N.-IV.%Th.,Wm6.Poan D420. Wo11 ,n1,' d.eat=' , n"� a ' t Head., .. FI O OR fi_.f i1 w�� Nora sd+edult - ad common EXTERIOR VIEW OF GARAGE OPENING *1 ' =t Wall y a>�athinag k m t• e ,,�� :; viKaa�r Shemhin9 •`1 �m=ky aoini .p oc Noil schedule W es 'd height 8d mmmon S W 3-o.c .. a A PA 8. Header Reou'vemrnis for Wind 12 Roof Span=t.5' Required capacity of connection at each end of headers 06s) Windows =6'spans U%=1248 L=656 I 5. Windows -4'spans U a/.= 832 L=437 i to Fomdai on COanectioas(Anchor Bolts)Resisting Uplift Loads Truss and/or Ceilna join T oo Plate Lateral and ShearConnection Requirements- 3. Sill or Bottom Plate Wind `•^"C- U=Connector uplift load from L=Connector lateral load(perpendicular to the wall). CALCULATIO14S&REOUIRFMENTS FOR WIND EXPOSURE C Numberefstories: .2 8-End Zones-25 Interim Zones-29 Tnass spacing=16' Wall height=-e•O Number of 8d common nails or lod box nails(tot:railed)(4) 1. Tabulated uplift and lateral connection requirements shall be permitted to be multiplied (L) side of the roof peak,the 4 toot perimeter edge zone atichmem requirements shall be used.. By 0.75 and 0.92,re4spectively,for framing not located within 9 feet of building comers. 2. Tabulated 12 inch o.a nail spacing assumes sheathing attached to rafter/truss framing 1. Proscriptive limits are based on asurpnons.Table A-32 I prescriptive limits are based on assurp':ons in Table 3,4. - Members with G greater than or equal to 0.49.For framing members with 0.42 less than 2. Tabulated connection loads assume a building in Exposure C. Or equal to G less thin 0.49,the tail spacings shall be reduced to 6 inches o.a I - 2, When anchor bolts are used to resist uplift,hates!.and shear loads the maximum 2. Tabulated connection requirements assume a building located in Exposure C. 3. Tabulated uplift requirements assure a roof and ceiling assembly dead load of 9 psf Pi to F d i C rd Rm'remenu for Wind•Exntga-C ousts are installed el to rafters,the sum of the toenails in the (0.6 x.15 psf=9 psi). 3. Tabulated 6 inch o a nail spacing assures sheathing attached to rfter/nnss f ran ing 1. SillAnchor bolt spacing shall tot exceed the lessor of the tabulated values for uplift 3. When ceiling j PSI Members with G greater than or equal to 0.49.For framing members with 0.42 less tban mu:ItoofACdO Asswbb DL 15 pst wee nL"60 p0 Loads(Table A-3.2C)m lateral and shear Loads(fable A-3.28).For other Rafter and ceiling joist shall equal or exceed the tabulated number of nails required. 4. Tabulated uplift loads are specified for hreaders supporting roof assembly. When DmA load Assmapu ny. 4. To avoid splitting,no more than 2 toenails shall be installed in each side of a rafter or Calculating uplift loads for headers supporting Boor loads,the tabulated uplift loads shall �'equal to G less than 0.49,me nail spacings shall be reduced m 3 inches o.a thanba anartes:. 2, RaofSp."gal Anchor bolt limitations sccSections 321.7 and 322.3. Ccaing joist When fastened to a 2 x 4 top plate or 3 toenails is each side when fastened 4. Tabulated 4 inch aanail spacing assures sheathing attached to rafter/muss framing with U=2% S-41a R Be permitted to be reduced by 30 plf times the header span for each fiilt wall above. G than or equal to 0.49.For 4. Truss mi to all Connection Reoulre m for Wind Loads To a 2 x 4 top plate or 3 toenails in each side when fastened to a2 x 6 top plate. greater eq Gbe red members with 0.42 has 111a1 car aplpl to G _ u = c®nuror upon lone 6' 9. Windowsill Plate Conn«lion Requirements Less Bran 0.49,the Dail spacings shell be reduced to 3 inches or. L Cumwa'Iafaaftoad(perpeodimlar ta ate wall)' 16^ Roofspan=29' Uplift Suao Connection Reauimments(Roof to Wall Wall-to Wall and Wall-to Wall 1� 5. Tabulated toll spacings assume a building located in Exposure C. g Coaamux du W load(parallel.me waft} Truss spabhhg= Faundati Required Lateral Capacity of Connection m each end of Window Sill Plate(lbs) R " Wall Sheathing and Cladding vw for wits papmaicular to meddW mrd W9•far wind pw.W to me stage, 3Cladding Attachment Requirements,Structural Sheathin g 4 Where W is the beading wham aid L is me building t-9ft, S-129R Framing spaces-16" Roof span. 1,2,3,4 6'span-656 4'span=437 ) • Ancbuage required.-.la al loads sba0 be determined to me fmmeat-cl iPp U e 554 L=291 Number of Sd common nails or l Od box nails hi each end of I 1/4x 2 gage strap (6) Maximum Nail Spacing fin 8d CoOmmoq Nails or I Od Box Nails(inches.o.a P.Benito I.IA. _ '1. Tabulated lateral connection requirements shall be Permitted to be multiplied by Sheathing location 1-interim zone,spacing of rftas-16" E=6 F=12 U = Connector uplift load. 1. prescriptive limits are based on assumptions in Thle 3.4. Connector,lateral load(perpendicular to the will). Tabu fin framing not located within 6 feet of hulloing comas. I. Tabulated uplift min laeeml loath shall be permined.be malapliad by 0.75 and 0.92, L = 2. Tabulated uplift requirements assume a building located in Exposure C. 2 Tabulated connection loads assure a building located in Exposure C. E -Nail spacing at panel edges(ice) ft,,eea-b,la,Gaming rest prated wUhia g feet ofbuading comas S = Connector shear load(parallel to the wall). uplift assume a roof and ceiling assembly dead toad of 9 psf F -Nail spacing at intermediate supports in the panel field(ice) R = L/W for wind perpendicular to the ridge and W/L for wind parallel to the 3. (0.60 x lS p�if arm oar ling assembly is not comeued to the roof assembly.the tabulated 2, Tabulated uplift loads assume a roof and ceiling assembly dead load of9 psf(0.6 x 15 Ridge,where W is the building width and L is the building length- 0. Roof Sheathiaa Attachment Require.nts Psf-9 ps0. � Number of nails shall be increased by 1 i ail at each end of the strap. 1. For will sheathing within 4 fact of the comas,the 4 toot perimeter edge zone lifts and!Lateral loads shall be permitted to be multiplied by 4. Minimum ASTM A653 Grade 33 steel strap. Maximum Nail Spacing far 8d Common Nails m 10d Box Nails(inches,o.e.) TabulAttacated 12 mche4meail shag be used. irerneots assume all walls are sheathed in accordance huh 1. Tabulated hen 2 Tabulated 12 inch greater nail spacing assumes sheathing attached to stud framing 3. Tabulated ion3-shear capacity re9u Building and 0.92,respectively,for framing not lazed within 8 feet of Scetion3 4 4 2 Too and Bottom plate to Stud Lateral Connections Sheathing location -interim zone,spacing of rafters-16" 5 Members with G grcatu man or equal to 0.49.Fm framing members with 0.421ess than Building comers. Maximum nail spacing for 8d Common Nails of 10d Box Nails)inches,o.c J Or equal to G less than 0,49,me nail spacings shall be reduced to 6 inches o.c. For other wall sheathing types the tbulted shear capacity of the correction shall bespac Wall het =B' 1,2,3 3. Tabulated 6 inch g a nail spathan r eng qual sheathing attached e m rs with s 5amigg ss Divided by the approriae sheathing type odjusmtcut factor in Tble 3.17 D. 2. Tabulated building lobes assume a building located in Exposure C. Required number of 16d common nails a 40d box nails pa connection Plf (3) E=6 F=12 l Members with G greater tthart m equal m 0.49.For Gaming members with 0.42 less than Tabulated building loads assume a reduced roof and ceiling assembly II Sheathing location-perimeter edge zone,spacing of rafters-16" 5 Or equal to G less than 0.42,the nailspacings shall be reduced to 4"oe. 3. 1. Preuriptive limits are based on assumtimts in Table A-3.5. Maximum nail spacing for Sd Coamon Nails or tOd Box Nails(riches,o.c.) 4. For exterior panel siding,galvanized box nails shag be permitted to be substituted for Dead load of 9 psf(0.6 x 15 Psf-9 psfl. - to be multiplied Common nails 7- A Its S II plate t F d tiro Co eel on Resisting Shear toads from Wind 2. Tabulated Gaming loads and exnnectioo reef o fCO His shall be permitted P E-6 F=6 4 Tabulated uplift loads are specified for roof-to-wall-anreri""Wham By 0.92 fin framing not located within 8 feet of comas. 4 q 5. Tabulated toll spacings assume a building is located in Exposure C. Calculating aplift loas for yell-to-wall or wall-to-fomdation connectiomr 3. Tabulated framing loads assume a building located in Exposure C. Gable endwall rake with lookout block E4 F4 Number of stories; 2 Number of Bolts Required in Shcrwall Line (/) tabulated uplift values shall be permitted to be reduced by 60 plf(0.60 x 99 l for each full wall above. f E=Nail spacing at P�e'dBat Cm•) • Anchorage required to resist lateral loads shall be der ecmiaed in me foundation design pit) F=Nail spacing at intermediated supports in the panel field(in) Pa Section 1.1.4. ( roroof, .. - 1. For of sheathing within 4 feet of the perimeter edge of m e including 4 feet on each , 1. Prescriptive 1'units are based on assumtions in Table A-32 '- --- 2. Anchor bolts shall be uniformly distributed along the length of the shear wall line,and in an case shall the aneha bolt spacing exceed 30 inches our center.Fu atha rrchm belt . Limitations see Section 321.7. r : I 3. Sill plats are assumed to be treated Southern Pine. or Bruce Devlin � awagaea a.: TS__- oaa 8 77 ',/� ?Z f,TU17l.EY ROAD � owwraowames i nn � C ZoIZ©35� I i' TOWN OF BAUNISTARE 2012 Al"I 13 PIP, 9: CI8 ! DIVISION i i itl iI� �.r 81 ly. v .. - -_-_••_• _ NCI..- _. .... .__-_ F•t y� w fAA5i('_:j yjITF- _ PjEf)ROO,Iq U IJ- no I t 1 C I-ACaE (_2�byi'nd O'WOJL.L4..MEAr1� i W)nof><r•i ui5 I — - — . I n.o.• s•o• NEW q 9ACIP fj�11•i r1��n`l HIAYIER I a ti 12'O• --_� r l IRiT FI03FZ PIXh, SECONn (=LOUD PtJtAI(NE r) COMBO - r �-r utw cwsaucsont ' I CV wctetiCC00.To v<.0.�eV.�u-01MeN610:VS oN 51T� {� gy ADD ITlo NS aALZER�CTION$ �LY\ ruce Devlin aelue.(�4°cl O" lwrxoveom: J.- 7 w e:312o1z �QSII�[1® 74-2��7a� 22 $TVI�t_EY Ro�n Nvcn,c�ts,n«.