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HomeMy WebLinkAbout49779-Z t TOWN OF SOUTHOLD BUILDING DEPARTMENT p TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49779 Date: 9/26/2023 Permission is hereby granted to: Monzon, Selvin 6380 Aldrich Ln Mattituck, NY 11952 To: construct accessory shed as applied for. Must maintain a minimum 10' side yard setback. At premises located at: 6380 Aldrich Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 120.-3-8.5 Pursuant to application dated 7/31/2023 and approved by the Building Inspector. To expire on 3/27/2025. Fees: ACCESSORY $186.40 CO-ACCESSORY BUILDING $50.00 Total: $236.40 Buiwn, spector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ts 61 Telephone (631) 765-1802 Fax (631) 765-9502 littps://www.sou:tholdtown.ny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 0�14 . PERMIT NO. Building Inspector: 4 02-3 a /i� i Alsltrns frI �teen#ger lFfpl /�!r(%i �/r V,"% ,�%/ ica � nsu�f�Grp e e riA f > f r��i tin r BURMING pE !! �' tPanri(F� s+ lfiplt " w� 1 1 Date: / owNER(s)©F#ROPERnr Name: , , TS M # 1000- v — ?'- - $ . < Project Address: �� V ,c Phone#: l� "� Email: �� 11 ., AL Mailing Address: CONTACT PERSON: Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Vother <I A $ ' Will the lot be re graded? ❑Yes XNo Will excess fill be removed from premises? gYes ❑No 1 <NFJ10 RAl0 , r Existing use of property: intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes RlNo IF YES, PROVIDE A COPY. r Check BOx.After Reading The O*o*r�contractOr/de lg rgfessaana)is r s)fonsab) for aJldamagealarm water issues aspr�sv)�bef k}y ,, r ':rii, i r r�i/// „:< ✓ ,� r, % ri, r-. , r,/'a '� �i// is ,,, , c n GdI ZO e a(ter' f fife Tow i P ICAfi rS H it�sY MA t tfie s �n De rtmerrt for tie is a ce of a u Edi I��;ritit p un t to 4ni i�g a ,/ ,� '00,/0, a %/- nanfe "f th To df 5 Su o, ,'Gn Mew York ern ote a LcabC ,Ortlinan es Re Oona,dor tF(e 4onsfriiction of ufld , r ....r�;, , ,;,,'v/ ri f, /i ,,� ri////i�r „ ,c: r D/i /i%/��i / ar{drtion ,tflte�atlQns,di fore / i or neo ition as herein describadf rthe appfliEan;agrees tq complywrt I�appkeabielaws,ordlria�ces,buddln code, "h6'usmle'antl r, is iv '��nnnn�O etlrrf author)�ed inspe crs on remisertdn buirdm (s for ne�essaty inspecEtons (else stat ements,rtiadeexerrt are, u�sirabl e`as a i;Cas"s A misdert eanorursuant to Section 21 5 Q rtti IVeYIM York State Panni Application Submitted By(print namae). ,� � � CAuthorized Agent Wowner Signature of Applicant: � i� � Date: STATE OF NEW YORK) Notary Public, D. BUNCH of New Y SS: No. 01BU6185050 COUNTY OF it, Qualified in Suffolk County VT Commission Expires April 14,2Mq 1— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this � d'ayf . , 2Q Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at " do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 bio JOB No FRMV-3 TAX I.D.No. 1000-120-03-8.5 LOT 22 26130WE 1,23.66eLID w LIT 1 • �r ra u THE LOCATION OF WELLS,WATER SERVICE fLINES, SEPTIC TANKS AND CESSPOOLS w It is SHOWN HEREON ARE FIELD OBSERVA. Q TIONS AND OR DATA OBTAINED FROM" �; 1 ! OTHERS. n I a WELL a m Zs:° a w WX. oo� M r C) CONIC LOT 4 w I 5'I BAY ENT DOWN Z 9 STEP Q LOT 2 cHIM �a9,T � J . 2 ST Ig FRAME A;q` I- 1'I,'S'"v6,"+a Llj WOOCO 4L4 � PORCH Rb GAR of SEPTIC Q LP s... __..,.. .� ti5.0 u TIE 600.01' a Z l r r o R--256.67' L=36.W' C-. 6-1 N 23°0916"W 99.63' N'26°09'16"1N 26'3 ALDRICH LANE [49.51 r•a w FILE MAP No.8806 9/1189 CERT OF CORRECTION FARMLAND L 11654 P 27 L 11866 P 247 uneuthonzed ahoiatZ,or add"dktn to this document is a molaoon&Sactw 7225 of fhe Naw Yom State EWmil"iN Law SURVEY OF: LOT 3 Cemficacons a wdloanrd hofaon shall run only to the person for whom it is prepared and on his behalf to the Title company,Governmental Agenoy and Lending MAP OF FARMVEU ASSOC. instaution listed hereon,and to the assignees of the lending institutions a AY"Wds COON*dthoadaour irunalwadngwhepfor'r 641'amuada"ofOmbo"dd'. MATTITUCK, TOWN OF SOUTHOLD seat shalt not be W."**d s WWJJ Ifaaocpy Tv,clifaeua C or d'rmumsorrz 1 shown horaon born slywwr WAW to the Proportyi Aaaosare loo aspecificpu a and use arAdhorafWaart OcIANaa dl StrideffpeT ,an of SUFFOLK COUNTY, NEW YORK lerrads"rafmmmg w+at„podas,pcamiiag eases,.ad�n uon Nd cWCdanga er a'waW rofu construction The ewstenceofngntofways androreasements orrecord,ifany,not shown am SURVEY DATE: 11/15/99 SCALE: 1"=50' nrow yaaMt"d CERTIFIED ONLY T0: JOHN AND DONNA CALIENDO ° DESTIN G,GRAF °EST1N0.0 F ND SURVEYOR FIRST AMERICAN TITLE INSURANCE COMPANY CONSUMER HOME MORTGAGE INC,. WOOdlawn Road oky Point, N.Y. 11778 By DESTIN G.GRAF N.Y S.LIC No.50067 16-821-3442 %yam t�'��.���1�� $•S 1✓475 J'' I mo^ o s =; r !! ® sl V4 sA l 314 � } � == j � $_L„u� _p .� '� p � 2���r�Q � � �" � •----- ' � r� eL. . -•t � a ` _ � � � � � •4 o v � rda ��'N�•F=°0 1- SC t. 1 .r t r I 4J t o Q a X ' hoc # f 5 a., ;1' y1N`�L j -- = f •� s � (� _ { � r w�irK oma, � `t��' ri A GK I� - `. - - \ r t � __... ___._._ ...� .. .•...L 1.. y. o \\��• �. ,qtr 141 Pop$�r-i l�'°� �r�1 `r '��'' �. �.K�/ I3`n► «'� 8 Ac6•ft• 6 ' NNI � c'� �nl - --- ._. o / ,�N� r�cc.ep F� ,1•grs. _c' � � t, ALAL ,A ` �/ 8 0 AV 5c�L-F t "moi Let . . � � LA Ft;U N P, FRAM U[A N [DQ__ SGd�`X !f -P !-oil 5 ,p t-,Off apt aF RlOI�' Li A .. i ref Ytol Z/ll . p�4lc-'C' S1ftt, t r 11. �, � � �1tArt yt1rr14t. _ hye l it ,1 ------ �. ��+ �!•Z._..__.._. � � 3� ter X4 lx+ f d Cain► - e4 pil -ol .I,�P�f Stl � 1� u _t�tJE Z'tc9 —N 8 o (Tyr CA-) � t ✓' Ls Ymo- no ''xg Acs SEF ?_ 5 2023 ro•5✓ �.U* Ml,(Waey 1$Jr ��y f4jeBA OF NEyy y 7 !� b �-- 2-4 A C-4 Fl...��•f`5 !�'- y �b rD.E.. G � � Y v3�- x z•� �� � 1 �� r r —tt i tE=� '. rNp_>aRP 3 M�E fit. t 7 Rty�l l2�Q I t r SFOA 60214 �`C? s tt e,�rGp vJ 3° Czk :" roe of�g re-'AP-1 jLF:.R �3�d��rc�tc � �,�, I•f• S _TA L . .I� sus• Yy':- t�v'' .___.__:.__�.._.����'.. .j<,.Fi1t` .� ...� ..���� �='i�.rt��I���:;� 12{C�-1-F'j"' �I p� �L.I✓1�.�1'I�N _._ �G� t✓ Q s t�1� S-L-e Y, to _ ......._._. En . ✓- ,1/ t W r 3.2 Connections b o 4 31.1 Lateral y and-shta� 3.2.1.1 RoofAssembly follow requirements see table 3.1 �s LICE�S�OQ 3.2.1.2 - Roof Assembly to wall assembly(table 3.4A). Use-4 -8d common halls, or1_ em y(tablils. 4 Nailin zones far roof Sheafhin in 120rrt h peak uses Vend zone 3.2.1.3 Wail Assembly(table 3.5A). Use;�2-166 common mails ar_�-40d 6oxnalrs. ONE 1 ONE 2 ONE 3 ONE4 , 3.2.1.4 Wall Assembly to floor Assembly. Set:table 3.1 ISLE? O.C. 12"a.c a o•c. »O'C' 3.2.1.5 Floor Assembly' See table 3.1. ANEI.I*NClS MC. "o.c, t�.e. o. 3.2.1.6 Floor Assembly to wall Assembly or sill. See table 3.1• 3.2.1.7 Wall A nimbly or sill plate to foundation(table 3.2A.,table 3.28). Use Inch anchor bolts @ inches oc. 3.2.2 Uplift Connections 3.2.2.1 Roof Assembly to wail Assembly(table 3.413). Use S-8d common ROOF EWs trails or 5 -I0d box nails in each Bird of I Me inch 20-inch gage strap. ' 3.2.2.2 Wall Assembly to wall Assembly(table 3.48). Use-- -4d eomrnort ��..���..�.......�`..�-`...�."."." nods or�S -lOd box nails In each end of I %inch x 20-inch gafe tt L-- -----------r- r+rr www+rw.rt strap. 3.2.2.3 Wall Assembly to foundation(tableMll). Use_S-8d common nails orliow-Tr, Rlacc t _S -10d box nails in each end of 1%Inch x 24�inch ASTUA653 grade -----.----- � 1 33 steel strap Trailed into the studs in accordance with table 3.48 and �y �. � �����i � f - 1 coGE �. A-. t tapped under the plat and nailed. Use_3 inch square washers. -. 3.2.3 Overturning Resistance t 0. �? � (� 3.2.3.1 Hold downs(table 3.17'F). Use Hold down connection with capacity of 3924 Ms. TABLE 3.4 3.2.4 Sheathin and claddin attach=nt FlGt1f E Q7G • • �' i 95 SBG HIGH WIND I;Ot11ON.tiNCK}D 3.2.4.1 Roof sheathing nailing(table 3.10). Ilse 8d common or 10d box nails nail FRAME CONSTRUCTit3N MANUAL ROOF SHEATHING NAILING ZONES interior zone,panel edge d"o1;Intermediate supports 12"oc;,perimeter RAt T£R SPAC IV is-O!G edge zone,panel edge 6'dc,byermediate suppof"ts 6"oc. i2p 1n1� FA ST WINDSPEED 3.2.4.2 Wall sheathing nailing(table 3.11). Use 8d common or 10d boor nails nail ROOF. RO'OF NUMBER TABLE 3.? ittferrar zone,panel edge 6 ac, intermediate supports 12 oc, per.. etet PITCH SPAN(F>;) OF NAILS 1995 SBI;HIGH WIND EDITION WOOD FRAME 4�"edge zone,parcel edge 6'ec, intermediate supports 12"oc. 4,12 12 . 3.2.4.3 Floor sheathing shall be nailed with a minimum`8d common nails spaced 3 C©NST1� -PACN MANl At• 16 � FiAFlER SPACING 16"O!C ai c maximum 6 inches oc on panel edges and 12 inches oc Irl panel 2() 5 ROOT~PiTGH ROOF S PAN field.• 2s 7 12 20' 28 36 3.2.4.4 Roof cladding shall be attached per manufactures specificatiorm set ..3.12 .. 5 a 11 14 3.2.4.5 Wall cladding shall be attached per manufactures specif}catidns. 36 4:12 4 6 8 i1 s.12 12 5.12 3 6 7 9 3.2.5 Special Connections ie 7:32 s .t 5 20 4 9.12 3 3 4 � 3.2.5.t Ridge straps(table16A), Ridge strap shall attach to opposing rafters. Use Z4 5 12:12 .3 _ 8d common nails or -10d box nails Irn each end of I !inch x 28 6 ' !2-inch strap. 7 36 7 3.2.5.2 .lack rafters(table 3.6). wwo • 0i12 12 3 3.2.5.3 Non-load bearing wall Assembly.(table 3.4C) Ilse connection with upl jt 1s 3 connection load of 582 lbs lwor out-lookers spacing of 16,inches oc. 2a 4 3.2.5.4 Connection around wall opening. 2428 5 32-5.4.1 Header Ind or girder to stud connection(See table 3.7 header",table 3.8 32 6 sill). 36 7.12-1 12 12 2 3.2.5.4.2 Top and bottom plate to full height studs.(See table 3.5A Use 2 -16d 1s 3 common nails or_Z -6336 box nulls to plaa'e cortnectlon. _ " 4 a 24 4 -- 2a 5 32 6 36 6 Ill #I OSCF3 I t3 Table+ 3.0 Window Sill Plate Connection Requirements , Lt • 3.ke - rMestmIewindsf�t(mph) NAlt• • lriA1L SPAGIN'�'s Window Sill 9( too, 1 t0 too Spin fit.) iT F fid M11r^a Requited lateraiCepacityof 1'q#s a s 8'-W WALL-3 PER R Connection at Each End of 1 -11 All.:Za PER Rl�EF A- Window Sill Plate tabs)•' £7 �' A i�!`ti iS IW, YtiALt: PER JOI'S 2 143 17fi 213 254 CEMGl iE FA 4 286 332 426 504 Jeik i; 1'"t+a SE Pt@ 3 7 FACLt 6 429 37.3 639 762 CEititG ;t '+i `Al2►Tl7QN 3 PA 1 LIc 3.7 iAC�!LAE' 8 372 704 SS7 J016 i '' I"SIF tE A E ABS 3.4 f't ft to 713 680 t06S 1270 BL K Tt3 K TOE NAAAED 2-86 EA ENDwoo 12 859 1056 1278 1524 i ti9 lb RA TAILE1) 2 its UM ENO 14 1041 .1232 1491 1778 16 1144 1408 1704 2x}32 9 WALT.FRAMING; FIA F D 2-1 PE , , 'Tkutated lateral tonnection anquimnents span Be permitted to be multiplied try 0.85 for fi•sm ing i P SXT-tLtTE fist{ FACE aLED 4-1 JC}iP[i s ,1i S aot located within 8 fixe of build'ng rMeM S ACE -1 24 s Tabulated length requirements t«avine a meati E7E C tdA Eta 6d 5 L N E S moi helght of 33 feet, Formess toof heights of 13 RUMM HEXIDP R BOMM PLATE TU �i PER V4 STUD feet or IM the tabulated vaiara shall be pitted 3-1 fid ER?�STUt3 to be mutdplied by 0.811. 4•i 6d PER 2X8 5TUt7 •..•.�.-.....�..... EiE} MPIATi~ FLOOR JOIST, Table 3.5 Header Conne^tion Requirements BANDJOIST.ENI?JOIST.OR 13L.00KM •FACE NAMED � T tBd •M PER FOOT FLt?QFt FRA1r'1iNt3 . JOES Q SAL. R LATE.'CtFt Ggtt3 I2 TOIr NA U 4tid PER JOIST Fulest milt ndspeed(mph) B hNa TO JO TOE NAad_ED 2 ed EACH END SLOCKNO IS TOE iLE D 3,•8st MACH END 90 100 119 120 li KIN`S 51lEwOR P ME D 1Gd Efi [il t Roorspsa Header span U L U L U L U L 33GER Tl•21P 9 FA liA1,.ED ill EACH Jt3aST t!1•} tR,} aS N ER 30 M D 3 d pEft Jet?€ T lt*4u[md l"spacity of Coansetlon at Each lend of &-ode, EiANl3 1:TTT�3,it3tS l: tdAILED . 3-1tsr3 i�E1iJOtS (ibspr' BAN IS i�D alt ORTt3P f'tATE TL'E MAB ECl 2-16d PER Ft]OT 2 212 143 289 176 373 . 213 469 254 R00E=SbIEAT?l1NQ 4 423 286 579, )52 731 426 '939 3tht 6 633 429 868 528 1126 639 WS 7.61 S 12AL1'AA1ElS ; PER�PAE?11"ft -taGEZONE«16'010«tiA PAN 20 8 846° 372 1151 704 1SOt 852 '1078 lots EDGES AND AT KMRMEDiA'M SUPPOM IN THS 10 105 8 713 144 7 880 1877 1065 2347 1270 a)d PANED[.) 12 1269 858 1736 10$6 2252 1278 2817 1524 tNT7;R10RZON�G'01 «6•A P N $A- 1 14 1481 1001 2026 t232 2617 149'1 3286 1778 8d AT INTERMEDIATE SUPPORTS If THE PANEL,FIEtt? 16 t693 1144 ;313 1408 3003 1704 3756 2032 3 279 t43 311 176 493 213 620 254 FOR R F SHEATH WC11i 4-0"t3 Tei F ETtR EDGE O !~R00F.1NCLUOWt?4"-0" N EAGH SaD OF.'iHE ROQF P .4' 4 357 286 763 352 490 426 123! 504 PERMI[E'1E1t EDGE ZONE ATTACHMF-'17REQUIREME�1M SKMI BE USED. 6 836 129 1144 328 "0 426 1859 ISI 28 .8 1114 572 1526 704 1981 852 2479 1016 QLINGSHEATRA to 1393 715 1901 880 411 2476 1065 3098 1270 II 1671 859 2289 1056 x971 1279 3718 t53'4 {iYPSItM WALLBO 5d C00LEf4S 7`M!r i F LD t4 1950 100! 2670 1132 3466 1441 4399 1772 16 2229 mot 3032 1408 3961 1704 4432 2032 •WALL-SHEi1THINti MRLCWRAL PANE 8d V E E ZONE-1G`U1G-6 AT AR L F_Dr' AND t2 2 346 143 474 176 615 213 770 234 4 691 186 947 352 1230 426 1540 304 TINIicRNIEt}IAT>~waUt?PC)R`tS�1'TKE lF''ATdlrt.f'�j,t7 6 1037 #29 142! 528 1646 639 1310 752 1MERtORZQ1VE«1 t)1 -$ A P 36 9 1381 372 1893 704 2461 852 3051 1016 TKIERMEDtATE SUPPORTS MTM PANE1.FIMM to 1729 713 '2369 880 3076 1063 38st 1279 FIB RD ANE 1 6d Y EDGE l 6w FEELO' 12 2074 458 2242 1056 3491 1279 4621 1324 ed 3 EDGE t 6"'FEEW i4 24I0 IOD; 3316 1232 4306 1991 5391 1778 GYPSUM WALLBOARDi6 I766 1144 3790 1408 1923 1704 616! 20.72 ' • r� 1 F� 11tt 4'EtX�;7x}N •is,OIC,« A P U * Connector apti R load,HARDSo OARD AT INTERMEDIATE SMPO1'YT$HYM PANEL t�Lt'3 L Connector taterst load tperpendicaiar ea the roti). .d ffMRiORZONgww1(r=-WAT'FANEL.EDGE ANI1 Tabalateda lillne •t•IPiMRMEDEATE'SUPPORIS W� iE PANEL.F1ELL3 r p gairemtats arseine•ttyaflcec7an8 diad load sf til ps{1213 x t3 pzfl Tabulated aplift and latera!connection requirements shall b#permitted to Ise muMplied try 0.70 tad 0.93,respectively for fairing not locoed tuna*8 tied of twlidanj errneta. FL it BHFATW NQ + Tabulated len;rh regairemesna assatne*mean woe height of 33 fest. r`or arae goof tteaghtl of � A «1 R LES ; F - 13 test er kit.the tuba lated vaht a shalt be permitted so bs multiplied by 0 SM • o o ' _ y III Q �t: C) 1 LA- (!) to • `'bis p f OQ�O ' LIC��S�` - tt 2x4 Continuous VDFLOOR w+'1317 �. ; " lateral brace at V 0.c. Truss or Ceding Joist iST�� 4�ALL 8 I 2-10�KaAs Gable End'fru zm.FLo6R PLATE tQhiG 87LfDS SUSFLOOR 1St FLOG`n PLATE . FUM BOARD4 SLS"L LOOR--- i I USP KLF7A LISP VSTA36 OR RS1" � l') 10--8d Nails STUD fu'tISCAM 187.FLOORTCPPLATES +. •,ti; Iti �. ' HEAOER - 'OOLMS SU PLATE �. 5d Cooler Flails at 10"o.c. ' r �• U5PRi8 iST>"LOt]RWAti.STW FOU?�i�4TtOHWALi :.' 2"z4"Block nailed to each brace with naps USF L5TAi2 beith 4 :p Gypsum Board A&CKMIDS 14•.'M `V'' ' Sd Cooler Nails at 7"o - 20 Gage Strap . 10.8d Nails Endwail Studs C F-ii✓.ADERISTt1D NEADERi LACK D FIACIR 7U ELC)t7R E ST 1 ?1''PL�',` MM—x t Ceiling bracing gable endwalt . • G RAF'tEA 'ee,L:: USP LSiA21 N DWALL A A SLOCKIN A RAFTER/RIDGI:/RAF1 ERwrrmeT 6LOCKING s SECTION'A-A RAFrEz txmot_ RAF= j USP O.T1a i3ai'i'E,R TOP PLATT: IW PLATE USP LSTA21 USP RT20 USP SPTH4 USP LSV179 WALL S. WALL STUD Floor bracing endwall tl Ai MFt-ER/RlDGE,'RAFE-RwiocT S RAELT RjElATEfSTUD �t�.�FTEF;f-LATE__ P,6TE/S7t 1/2"SPACING— ALLOWS ENDWAL•L ��r�1 rbcs:. INSTALLATI�l ; Roams fluter Than Sleeping 40psf INSTALLATION . .—CORNER STUD , CONNECTED TO Sleeping Roclms 3�J�asf - TRANSFER SMEAR *becks +40psf 1•IOLODOWN 2.16d COMMO4f Attics Mth Storage 20psf a NAILS MNIMUMQ 5"a c. . i Floor Construction 10.7psf Walt Construction 9.6psf Roof 11.3psf noir Load: 45psf FIGURE 305TS ' SINGLE HC3L13DOWN AT CORNERS 11maVC c at r-c cj)jgz,'y�l3 • Ground$now Load - p t Wind 120mph Seismic Design Category B Weathering Frost Lina Depth aft" Tennite Decay I Winter Desgin Temperature 118 lee ed field derlayment Requirement Window&glass protection shall meet ASTMS 1886-1.07&ASTMS 1995-99 Paragraph 6 or structural shutters with attached hardware provided. Details mee or exceed the requirements of New York State Building Code. FIGURE 30STS ' tl)DOWN INSTALLATION AT SHEARWALLS AND OPENINGS per tap plat*taps eontlnuous tower ' tap plate LV 105. - _ interior stud detail Figure 3.7d Top plate Intersectlo" .4 ..�..._, I .......... ...,. ,.�