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HomeMy WebLinkAbout52213-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52213 Date: 08/25/2025 Permission is hereby granted to: Oregon 4690 LLC 672 Dogwood Ave#169 Franklin Square, NY 11010 To: Construct accessory garage at existing single-family dwelling as applied for,with SCHD approval. Premises Located at: 4690 Oregon Rd, Mattituck, NY 11952 SCTM#95.-3-2 Pursuant to application dated 07/21/2025 and approved by the Building Inspector. To expire on 08/25/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $1,265.00 CO Accessory Structure $100.00 Total $1,365.00 Building Inspector r, y" `bra TOWN OF SOUTHOLD —BUILDING DEPARTMENT Al Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 " « Telephone (631) 765-1802 Fax (631) 765-9502 htt sa)w ,rw.southoldtowtxo . o Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only E C E E PERMIT NO. � �/� Building Inspecto'n I. 21 2025 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Buiiding Department Owner's Authorization form(Page 2)shall be completed. Town of Southold Date: -4-111 Z5' OWNER(S)OF PROPERTY: Name: 0a1� 0t,) q6qo ttL SCTM # 1000- �S v3 ��, Z Project Address: 1/19® cruA"1 1Z D_ � � � 11135- Phone#: 91}—��3—310' Email:A4tcKAV-1, IJlvtt 0 UI3uc ,core, Mailing Address: CONTACT PERSON: Name: •o 01&AJAJXi, Mailing Address: 1-7,00 V i ; Phone#: ��?— bSU -6666 Email: TG/llle�'1ti1- DESIGN PROFESSIONAL INFORMATION: Name„ Mailing Address: Phone#: (53�- 657-o— 6 Email: CONTRACTOR INFORMATION: Name: mad"V, I- Mailing Address: -Bo Z23 Phone#: � Erinail: A4 PAX 40k' wry I DESCRIPTION OF PROPOSED CONSTRUCTION _J ❑New Structure ❑Addition [--]Alteration ❑Repair ❑Demolition Estimated Cost of Project: lh�Clther 60 $ Will the lot be re-graded? ®'Yes ONO Will excess fill be removed from premises? ❑Yes ANo 1 PROPERTY INFORMATION Existing use of property: 0V,k -,q(, Intended use of property: Res toe i,-)f,t4L- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AG this property? ❑Yes XNo IF YES, PROVIDE A COPY. ❑ Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name : 1'2-)Do 0 C'0/✓'A/'C C L WrAuthorized Agent ❑Owner Signature of Applicant: Date: ���l Z STATE OF NEW YORK) SS: COUNTY OF ) 1-00n E v/u AZ 0-L being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, ( ) t Pu' J00,111i S he is the Frl� 101 , (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 day of e 20 2-1� ARE N M�'ND Nota I" NOTARY PUBLIC,STATE OF NEW YORK I " p g011'1%•01IMM11938 r w I 0 % commission lath 202 r (Where the applicant is not the owner) I, cB( k � 'h �► k� residing a4S N AcIg Ln Ae-& ,q4 -y,N7 do hereby authorize 000 1C0A11 G to apply on my behalf to the Town of Southold Building Department for approval as described herein,. g/g/ 11O 60r-'s,/Signature (( Date of tv04V h'e'�"5"N a'ri�Es°lfcNry 2 Building Department t Al2RUcation AUTHORIZATION (Where the Applicant is not the Owner) on y6go,��c . �• ,,�f�b« Orr Ma ,Jk� I, residing at a5 /Y:A rk 1, 7 4�,(.N7/fly� (Print property owner's name) (Mailing Address) do hereby authorize 0 D 0 d(CynJAJ 9-C G (Agent) to apply on my behalf to the Southold Building Department. 2"6/r c��d .57 (Owner's qSig, ure) � (Date) A-C 44,e f A /+:V�-, (Print Owner's Name) a r'. Town Hall Annex Telephone(631)765-1802 ;; 631 54375 Main Road Fax(�� i )765-9502 P.O. Box 1179 Southold, NY 11971-0959 G� 1 0 w5 � 6 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: _V OO OLg� ,o rt ,&,qa v v,,l........ l l Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) ITITITITITITITITw Floor an roof framing (FR) Signatur Name (person ubmitting this form): ..__../oob O'(OxIr/�Lc- Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 WELL AND LATER_, MUST EE I`�IFFZ YE E,�) n o✓ v SHOWN ON FINAL SURVEY' v � I c✓✓ o =cc�c _occ _-s =- - „ cLw �� � ✓ ✓ \� /%�A_ � O CO NNEIL,AIA n✓F� -�_`. /._ _-�\�� n —\ o✓ .^i 1]iO Wm'nm MIrx¢w.a'..4aq YMgrrwM Ate'\• "F/J`=F-`� ='r. _� Sun.130 Hauppauge,NV 11Jg8 �o Ifl A c�� I G� '• � �pti;. ,�-�,__ — � -�`.� �..�__.�. 'F✓'=F PI631I6666667 wOtd 7 o.9 I .�.....:,.— I ®.....�..I__ G _ __�..�.• ��✓ "o✓_ f___ - _ CI61616560325 c-_� -- v o c� P 1� � � �......�....... r "pltl�. �✓=05=i G->F�,v- O� _ —aF� `" 000 tl r O ECTNC WATE9 kp U OATIQN( 40 deep) / _m:._ E COUf�F - _ rf) --_ -_ _ - �aF:=_c w DVNt �, 4 _: 1"SOc d r.MI ago — ALIM D r (� ��-- � o b `^ o M,, PROPOSEDr _ V� A.A. PpOL � a GARAGEED ��m.l� Lin V V CABANA— I <' F- ;r' I\F FL.EL.51.65') _,.. _m, l (F.FL.EL 50 5') I L P. P NOTE CHANGES.., n ( E BATHRDDN) {"u 1"� tl ' F M4 ' i \r tl I�•ust prwd E'U P I nin, F O w „�`, .. 1 .,,, "� 6Epuahor bet en lea., z \,.,° I �� �r ;rp•d r�"✓ \\\ _ ,,, r:.i pool and stai._s� w eA1. I\Ee r is A eA loon �� L.P. 15C"tll so,U \"wM ' Ik... ✓ i — -�•� r � , .�_ rA +n f I „✓ ` ,ti _G FG--�--� —Fo`� — rd / _ 5_Go� c c =qo� —.: on = ._i _'<ov i 0 d 'Di \all - ,� 1 1 � ,,., � 1� ✓ : E ��nv__� FM.bri`'M"da 2 STORY f y . �' �:,. 1• � `^�� �,. RESIDENCE 9 � I w- r IIn 3 — ��m, F.F.FL.:54.6' .� .,_., -..L....e ,,, � _ _ __i ^✓F o_/G= �—�-- `<C l D_7.GOA fuo \} $ W II '��a ~M Farrel �ra "A'...-AG „2="- ✓ � = o-s,—O\c LU ANT.ED -TT \�",yE P(5092) M. I) _ax.M +,. 'ob •"6 IL'V _ O '~4 m APPROXIMATE - ozs w•.„m.-.,... LOCATION OFlij SLACKE TEST BORING_.... 4: ," «_:.. \• PLANT BED, _. '�BiNRrMYGN � v EXISTING SANITARY 55' TEST HOLE w uuEANELE O 0 Dvieizaz1 .. ,. c E �\ dNN•MY �, 1 w"r tl fA ILIrLq"id w M�' BI J FINE DARK BROWN 5Wb s I' "..� sGw icy° wDhtl 57� ^ rl "��.n,"q' � EL,40,25_saatlN' ORGANICS&GRAVEL 3 1 ' p A.V 4l .. �..r• FINE TO COURSEBROWN AND TRACE OFF W 0 I \ rM A 9 \ RP �.yyy °M """"'� BRwvN SILTY SAND TRACE OF ORGANIC _ °�}yab yd yy., aq. DAP 1 TRACEOF 6MALLGRAVEL B:AEAN S J SAND SOME LARGE GRAVEL I SMISN I 0 -��. ,J.M, .....w.. ��-�,..., \\ a Ef Y N N" "M,w. ,,,r".•", ,,, \ 1 - :- _ _7.0' IN 0 O ELA3.25 FINE TO COURSE LIGHT BROWN a PA J Le B. Q z a V tl .. ...,,e..Wb ........... ...�........,,,. 6MALL GRAVELl I I %CLE ) � gy�� BRGNM CLEAN SAND 60ME FINETO tt l ' ' k n w .. I ., ..... 'SW 100 PN W jaL (s 6v ,x LEGEND ry ID Ld O tl TEST HOLE EL,38.25' 12.0' .. YI _ _ r O BROWN GLEAN SAND SOME FINE TO PROPERTY LINE BROWNFINE TO CEANSAOURSE IGHTBRONM&PALE n Y TCIS LINS�� LARGE GRAVEL ISM ODDiIS CLEPNI � t (AMM % d ""� N I O µ y L.P. PROPOSm LEACHING POOL Nrl f%J ` ........ - rr YY-.... ..... ... ' �N — _:....:.�- ...-.-.. ----_—__ i o_ EL 3325'FINE TO COURSE LIGHT OWN O ^P � H..�.... �\� \ 6.T. FROPOEED EEPrIG TANK ��.w =Jn CLEM ——— �O O PROPOSED EO%E%PANTION TAN EM�GRAVELSSW 11101Y FILEAN 1 � ��Y 1 K tl 1tu Y b I 7 R20POSED DRYhELL (3 w V •a„: Y I STAKE _ EL,20,25' 22.0' DIE�1-1-N Box 7'', ,n IL W 1a �' ... .. .. �- .. .... ��.� -..�. .. ... .fix. „ti N*n �e� FIND_ ' '4 �"i a- —. ...."" is' -- _ -- � _ NOTE: �O END, E � �--....,.....—....�^-' — _ _ ----- ---_ _ LP ExlsrwaLEAc we Pool NO WATER ENCOUNTERED lIl 'n Ld —E—E E E—E E _- PROPER ... ( BELOW SURFACE Q V �vbuTY ...._. _ POLE T22,DELEV 2B �I w c 0 Lu �.,. � UP �I ,p WM1M¢Rr a.M t7 hL l�r^'�904*9N1�}' TIES R � xmrmm � r A .,�.I I,FiC3 B PRIVATE rA�h,"E,' SxAtlk aR 'H4amlapo ru'r�wt. O o ���� a.. Call(631I ss2-5759 48 hours in... ,Iieensed Pl Aa L�'vvfl" .. 1 o B193!L5 .... ..,... ......m.,....,..� O _ — ...............� - _.... ......._ .. ...... _ ," advance,t.8 o schedule inepection(aJ. �. ry S. .w. CIDiLPS 42Br27 .f z I ,......,......,—.............._ �l Sl Fu.h i..,l.T�DEFAFTf,EM 0=HE..LTH$ERIIL 5 — .... _.. . .. ... ...... .... ..... 1., ... ,._. _.... .. ... ... .... PEFr,a�F H ��Or CJ6$7, IpG F;=A K & "_Fw,-IL, R-EIL NCE AND O I ...................... ,.�w.......I.......n ww....w,...... ,..............� b a d 9 ....,.....,-....—.,. Dc, P I S 1�r I ta4'._n R�cu cc C G SEE ATTACHED SP....� C.h....L CONDITION, or c II s Tr•Ds�o<<I sv�i r arzerzl «auLiE sO�FRtl}0z-lro z rGFADING PLAN AND/OR PLAT PLAN r° A--pi TTIqJw ,. ................. �TLOT PLAN-- F.0 V4L QF�n� ... �OO Qu_ z _ i G��ss�so,�s saa/3 REPLAGE OPENING AND FLUE 517E - -- - --- 95- GENERAL-- _ --- HINGLE5 GONDI_TIDNS ___ -- ASPHALT ROOF UNLESS OTHERWISE NOTED, GENERAL F1 OPENING �- INSTALLED AS F��):-R �;EGTION R�105.2 \ � 3 CONDITIONS OF THE CONTRACT FOR TO BE AS INDICATED ON DRAWINGS. OT THE NEW YORK STATE RESIDENTIAL \ ` r� GONSTRUGTION AIA DOGUMENT-201 PROVIDE OUTSIDE GOMBU.STION AIR GODE ALL 51LOFi_D FOOT SHINGLES ZONIN`/ INFORMATION - E,7 SHALL APPLY. THE GON"I-RAGTOR V^I'Ti 6" DUCT AND DAMPER EAGH SIDE SHALL BENGLESCOR PPROVED ASPHALT \ / Y `I L \ I SHALL OBTAIN GERTIFIGATE or FOR A TOTAL REGOVERY GAFACITY AGGF_550RY 5UILDINC5 \ I Y \T ARCHITECTS \ OGGUFANGY. SU55TITU T IONS SHOULD OF 150 CFM MIN. MAINTAIN MAXIMUM EOUAL. SHINGLES SId GE ALL BE APPLIED GARA TODH o'coNN P.C.\ \ 1 inHCHIrECT .c. NOT BE MADE WITHOUT WRITTEN 20 GFM INFILTRA"t ION THROUGH THE OVER 15# ASPHALT ['ELT WITH ZONE: AG REGUIRED PROPOSED AUTHORIZATION BY THE ARGHITEGT. FLUE WHEN NOT IN USE PROVIDE" GAF-WEATHER-WAT(.,H IGE AND WATER --- - --- -- ----- ------------- - - - - --- -- I � ri THE PREMISES SHALL BE KEPT FIREPLAGE OPENING WITH GLASS p r _ BUILDING HEIGHT 22 FT. 22.0 SG.FT. s tf) `k o p2 BARRIER AF P:_IE5 A T EAVES, - --- -- - -- - - ---- -- - ` 50 02 �o Aa. `o ' O'CO REASONABLY GLEAN AT ALL TIMES. DOORS TO GONFORM TO THE 2020 - SIDE YARD - -- ---25 FT_ - 28.07 FT. y� r II �a. � TODD NNELL, A A NYSEGG. FIREBOX TO BE GOMPLETELY VALLEYS AND LASH NG. ROOFING REAR YARD 25 FT. 2-1h FT. MONF �I,�I O 200Veter Veterans al w AT THE GOMPLETION OF WORK, THE GONTRAC, 1 OR TO 1 F.OV DC ALL - __.--_-- - -_-- ------_-._.I _-_- __ _ _---- -- ----__-_-- �,/ S44°461 OI/Y`4 - _-- 111 ----- --I __________ 2�/I.001 FNOD� aSuite120r' g TI � 1 Hi h ay GONTRACTOR SHALL REMOVE ALL LINED WITH FIREBRIGK. PROVIDE MIN. FLASI�ING NEGCSSAF Y FOR A ACC. BUILD. AREA (5% LOT) 2610.7 5G.FT_ 2,550 5G.FT. ! soo / T 1 I Hauppauge,NY11788 WASTE MATERIALS, TOOLS, RUF,7,ISH, 6i FIREPLAGE WALL THIGKNE55 WITH WATERTIGHT, NEATHC__RPROOF JOB. LOT COVERAGE 20 3S - - - - 41' NO EN CO US7I TI E F WOOD FRAME i --- - - - - MASTIC WATER - - 1 _iDw-i+ w P(631) 650-6666 ETC., GLEAN GLASS AN[� LEAVE WORK 4' NON COMBUSTIBLE FIRE STOPPING ROOFING IS r0 BE ,APPLIED IN STRICT - - - - - - o-° ! D I/ ,- _ u BROOM GLEAN UNLESS OTHERWISE ACGORDAN F W'A HE * ,� L CAT N >40'dee __ ___ __ z F 631 650-6667 CANNOT ADD ANY HABITABLE SPACE. a IQ ( P) / C E COURF------------ ------ ---- u_ ( ) SPEGIFIED. THE GONTRAGTOR SHALL CONSTRUCTION• MANUFACTURES 5 ;IFIGATIONS. ��° �P I I m �!row-3r" - ___ - I m C(516) 658-0325 CARRY WORKMAN' .- -- ---- ° e w w / - ; -_ - __-- - S GOMFENSA 1"ION CONTRAGTOR SHALL SUPPLY GOLOR „�� ��� I I �1N\ �1�' %; 1 -- ) 7.. .... ... ... ........ AND GENERAL LIABILITY INSURANCE. FOUNDATION_WATERPROO ING SAMPLES OT THE SHINGLE5 FOR LOT GO\/F_RA( O>P°� °RB I SGA�i Y' P HT BED '` - #1� PLANT BED I III- 11trv,(vr,nr.Ff,r.13f1.r(j. ALL SHALL COMPLI' WITH STATE AND INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO �� I I / .1 + --1 I 1 i m LOCAL CODES AND ORDINANCES. THE FIBITRGLASS MA571G. (FED. SPEG. INSTALLATION. AGGE550R`r 5UILDIN55 °v � ^\ y -_ -- --'o.a GONTRAGTOR SHOULD FULLY �.�.C.. Ira^ TYPE-I) MEMBRANE' TO FEE - - --- ---- - --- - -- - -- --- �° \ 1 w - - / -- 1 f MON. GUARANTEE HIS WORK AND THE WORK GONTINUOU5 r ROM TOP Or C_LA_SS _WIND_OWS A_ND_DOO_RS - - 5G. FOOTAGE P� \ 1 I I� I 1 I -- \ }Aa a (i�1 -- o PROPOSED OF H!S SUBCONTRACTORS FORA FOUNDATION AND EXTEND TO LAP TO BC. INSTALLC_D AS PER SECTION DWELLING 4,253.3 CABANA 1 - _ i / h / A.A. P�pOL boy, � a-----------o PROPOSED \�/ PERIOD OF ONE YEAR AFTER EDGE. OF FOOTING. fI Of HE. RC5IDENTI AL GODS OF ATr------D - - - -------_--- --- --------_.--.-- ' - PLANT BED COMPLETION OF THE PROJECT UNLESS NYS. ALL GLA�� !S TO [�L INSULATED ACHE GARAGES 2581_I _ _ a° \ F.FL.EL.51.65') \' \ __ 1 o nRn{L tE °nR GARAGE � -r I 1/ �' To L�r rILEL\ I� - - \ I C_ lLI '1 l - - - -- I (F.FL.EL.50.5') ` 4 Jl ---- OTHERWISE SPECIFIED. ALL WORK FIRE BL-C�GKING �BArr,Roonn (50.4 = ---_=__ LOW-E UNLESS OTHrRW15E SPECIFIED. FRONT COVERED PORCH 676.2 I w - -- [) o BE IntD LIN'ifft f LP. ul __ I]C] IC�CIC][_J]I�[_II�iJLII_;�I , �.- � - SFI'ARA Ir PLRI�IIT SHALL- BE PERFORMED IN FIRE BLOCKING SHALL B. RO,/IDED, ---- --- -- \ �- Gl_A55 SUBGONTRAGTOR SHALL NOT SIDE 5GREENED PORCH 530.1 \ \ \ I ��/°� ` / \\ l // I ACCORDANCE WITH GOOD BUILDING AS PER SECTION R�02.1� OT THE INSTALL GLASS UNTIL PROPER -- - --- -- ---- --- - - - FRAG71GE5. THE GONTRAGTOR SHALL RESIDENTIAL CODE OF NEW PORK ARAN • ART F'R VID- A ,g \ 1 f S.T.'` ! E� GLE GES O LD. ALL REAR BALGONIES/REAR PATIO I 27.7 I \ / INDEMNIFY AND HOLD HARMLESS THE STATE, TO GUT OFF ALL CONGEALED i?, SKYLIGH T C -- -- - - --- -- ----- \ I 11 Is°On�° ! 1'� _____- --- �k�y��; ----- S.T 'g z- - J L I D I NO GLA.___ DOORS,, CELLAR ENTRY 52Q.1 \ I ! � 15C3' - - I o-0) _ ------- - ---.-- - -- - - -------- --- - - Q f A'I REQUIRED BY - \ 51t 1 I V �� ~ SIDE PORTICO 43.3 \ // e `Dw AGENTONNESAND HEMPI YED5TFRIOM AND DRAFT HORIZONTAL).ONTAL)ENINOS BOTH V RTIG GOD AND/OR W�I`LDOW��N^JLATCD ------.------------------_----_-__-----_- --_ - ------------- - � I II BE AGAINST ALL CLAIMS, DAMAGES, PROVIDE FIRE BLOGKING IN TEMPERED G1_A5 ,. ALL GLASS DOORS GARAGE 2,2eo --y _ / (5o.lb/ - _____ \ 'IY �L 1__O51T5 AND EXPENSES, INCLUDING GONGEALED SPAGES OF STUD WALL5 AND WINDOWS 511ALL-. BE INSTAL_LFD !N - - - - - - --- - -I �` / / ++ (so.l) \\w �Dw-�� CABANA 270 I' FEES ARISING OUT OF OR AND PARTITION5, INCLUDING FURRED STRICT AGCORD.ANGE WITH THE ---- --- ---- -- - - - -- - - -- -- - --- I I� o /`ow:6' r ---------- ATTORNEYSIg RESULTING FROM THE PERF•ORMANGE SPACES AT THE GEILING AND FLOOR MANUFACTURES 5PEGIFIGATIONS. ALL IN-GROUND POOL N/A ► � m /�i f i Ep \9\ m OF THE WORK PROVIDED THAT ANY LEVELS. GONGEALED HORIZONTAL WINDOWS ARE TO EC= GAULKED AND -- ---- -- -- --- - - - --- sssa �, I w / '�� f- _ c, f- �r 4) BOGGE COURT -- -- ---------------------- -- N/A - --- ' f� -psi---- / _"'� -- IDW-a+ Ia `�"" N SUGH GLAIM, DAMAGE, LOSS OR FURRED SPAGES SHALL ALSO BE IRE SEALED AS F G_R 020 NYSEGG - \ / ;. , TOTAL 13 273.8 I / " EXPENSE (A) IS ATTRIBUTABLE TO BLOCKED AT INTERVALS NOT' REQUIREMENTS. F-F2D'✓iDE FL_ASI�ING ___-- _ -- - -_--_- -- _... I E BODILY INJURY, SIGKNE5S, DISEASE EXCEEDING 10 FEET. PANS UNDER ALL SLIDER, DOORS, AND LOT COVERAGE I6.5 90 ,p OR DEATH OR TO INJURY TO OR WINDOWS WITHIN A 6" OF AN EXTERIOR �� DESTRUCTION OF TANGIBLE PROPERTY P_L_UMBINGT 5URFAGE. ALL ENTE`,�IOR DOORS ARE 5 goo ! w� ` NT�D 2 STORY ^ L E (OTHER THAN THE WORK ITSELF GONTRAG OR SHALL INSTALL WATER O BE FULLY N ATHER-5TRIPFCD. w RE51oENGE I I !� _ r., r 1- w' 'cu�_ P.F.FL.: 54.6' Z INI�LUDINC THE L055 OR USE SU. PLY AND S,\NITARY SYSTEM r�5 PROVIDE ALL 5GREENS AND +er cr -- - Z r ! OP\E TANK aj {4o -...,-E RESULTING THERE FROM). (B) IS INDIGATED. PROVIDE HOT AND GOLD HARDWARE AS REQUIRED. ALL GLASS I o\ - - GAUSED IN WHOLE OR IN PART BY ANY SHUT-OFF VALVES AT ALL FIXTURES. IS TO BE FREE OF SCRATCHES AND ��"� DICE - -w- -w- •-wt - - I NEGLIGENT ACT OR OMISSION OF THE ALL WATER PIPING TO HAVE MPERTEGTIONS AND GUARANTEED BY SLACKE TEST BORING ► \ _�� o- tr I °ntrd Pares �� "13" l Z fY GONTRACTOR, ANY 5UBGONTRAGTOR, GLEANOUT5 AT ALL GHANOES OF THE MANUFAGTURER FOR A PERIOD OF TEST HOLE � � � I PLANT BED C�_ ';'EARS. I DW-7+ a-,ow? \ [dower � I I 1 to' ANYONE DIREGTLI' OR INDIREG7L_Y DIRECTION AND AT BAwF OF NO LESS THAN 5 ALL WINDOWS 01/18/2021 I ,� <, \ (5aa2) 01L 'I-__ ,p 03. 0 �, ,`y'> ;I✓ . - -E- E- - + ` 0.08) Irl, uEMPLOYED BY ANY OF THEM, OR VERTIGAL WASTES. USE CAST iRON TO BE ANDrERSFN UNLESS INDIGATED 1 r p . , Iv\ \- P�nNTOD; gaai LOCATION OF n fl �)�-J-11 59�7 \ a " R 1 rES r1 1 ANYONE FOR WHOSE ACTS ANY OF THROUGId FOUNDATION WALL PITCHED OTHERWISE. - - `` \ T E�EVNo2s' 1 ° � �)THEM MAY Brn LIABLE RFG,ARDLESS MIN. /&" PER FOOT. TRAP/WASTE EL.50.2t5 - - - \ - -- 0.0' fl \I r \ eo. EARN6 SANITARY m I OF WHETHER OR NOT IT IS CAUSED IN ZES TOR fi IXTURES SHALL BE AS FINE DARK BROWN (SM) If-' ` + fy P,AR`l >Y A PARTY INDEMNIFIED FOLLOWS: 'f�INTING-_AND 57AWING &BROWN SILTY SAND �� ��{ � �:••) A \ Ill + ;,�i O THE. f OLLOWING IS INCLUDED FOR TTHE HEREUNDER. ALL MATERIALS, DISH WASHER 1 1/2" SOME ORGANICS&GRAVEL E \ "+ �;W 1,1. Mti _ 1 I 0 GONVENIENGE OF TIT PAINTING EL.48.25 [ \ \ ���_ - _ /' N 1v"'"1,I c J c� U1 ASSEME,LIEES, AND METHOD OF KITCHEN SINK 1 1/2" - ----2.0' I \ ` - - - - - - ----- I - ._- 1 ---) I --� +.���r \ \ z O ! JLLP, 'mx 4' GTION IN-LUDING B,JT NOT LAVATORY / CONTRAG OF THE TYPES OF PAINTS ' \\\ --------- -- I i t ,It En sD to _ s _ �Dw-+o IDw-� GON5T KU ORa AND ONLY AS AN FINE TO COURSE BROWN &LIGHT e . , n C' l INDICATION I CATI O BROWN SILTY SAND,TRACE OF ORGANIC (� I �i iIi CL L._ M I7,pD TO r OR^1 WORK, SHOWER 2 REOU RED FOR VARIOUS SURFACES. I T TRACE OF SMALL GRAVEL&CLEAN JIB \' y \ i `' ( LP r I I h : I✓u I I ELOGK-WORK, FRAMING, NAILING, TOILET 5 IS THE INTENT OF THESE SAND,SOME LARGE GRAVEL(SM/SW) � E �` ' - --- ' \ i ___ fDW-+s+ ), -- I '� I � 1 IV 'I fIV BE CAREFULLY SUPERVISED BY THE SENT 5TAGK INCREASED TO 4" SPEGIFIGATIONS TO PROVIDE: A EL.43.25 - 7 _ _ i W \\\ -+ -I \/� aH ; '� I I I�I\ivo ;Ir PLAGING OT CONCRETE, ETG. ARE: TO ALL 5YSTEM5 TO HAVE ONE MAIN \I " COMPLETE FINISH. ALL P AINTED 0 ) \ a ✓ ° GONTRt\GTOR TO BE SURE THEY ARC_ THROUGH THE ROOF. PROVIDE FROST I I SURFACES MUST BE r-UL_LY COVERED /� \ s \ V - ✓ Ir c''',;,'� ul FINE TO COURSE LIGHT BROWN &PALE w IN AGGORDANGE WITH THE DRAWINGS, PROOF HOSE-BIBS AS INDICATED ON w �I \ �i,l - --- --- � ,{ti)u us✓I t)�",o IN A UNIFORM MANNER TO BE BROWN CLEAN SAND,SOME FINE TO \ \ 1.;� \ n n SPEGIF IGATIONS, APPLIGABLEA CODES PLANS WITH EASILY AGCESSIE3L_r ° �, E A�TBED �• , .{) Ir> I <o„ AGC�C=PTAELE. SMALL GRAVEL(SW) II �I \ I _ P NTBD a, I w Iw,y t �ly - J� O W[ \v ' ' �,, 1 -A 1- 1 _-, ' u l n e AND GOOD PRAGTIGE. DEVIATIONS DRAIN DRAIN--COGKS. THE WATER c,_- W. \ I - - 1 ✓ ✓"" ,) �, -7 IN TEIOR WOOD SURFAC ,A[�PLY O - ----_� p u ,11 I o u ,y FROM THE DRAWINGS AND SUPPLY AND SEWAGE DISPOSAL LIGHTLY '.ANDEDSURFAGL.�, WALLS, I - -- - rr , I u, ),nu, n nt u SPEGIFIGATIONS WILL NOT BE SYSTEM SHALL GOMPLY TO THE '-I ONE GOAT WOOD FILLER OR STAIN - - -- -- - 12.0 N I s `Dr A/- �- ------------- ---; - -- `� J \\ /® r� \. , ; z DOORS, FRAMES, :RIM, AND BASES, )n1 a)'D I u)111 o PERMITTED WITHOUT WRITTEN APPLIGABI__E COUNTY DEPARTMENT OF _ _ EL. 38.25 � LEI � � � °' I + �nn'> � ' �o < , v II I L�,y , Bi , o Z AUTHORIZATION OF THE ARGHITEGT. HEALTH STANDARDS AND - �I o / / ` AND TWO GOATS MGM 1_i'SKY'S / + \ I Q FINE TO COURSE LIGHT BROWN &PALE O / ) _--'C" `{ \ ?� I O i� II ' r r' z Iv n THE CONTRACTOR SHALL BE REGULATIONS. APPROVAL OF ALL EGGSHELL FINISH \ON-YELLOWING u / / \ `' \r,I _ _ _ II�f1 ul n, BROWN CLEAN SAND,SOME FINE TO I I IDW B+"� °' tv It RESPONSIBLE FOR THE SHOP PLUMBING MUST BE OBTAINED FROM POLYURETHANE. � / ° +� <' � I N � 1' r' �a I' to o n Il o u p DRAWINGS WHICH MAY BE NEEDED. APPROPRIATE LOCAL AUTHORITII S LARGE GRAVEL SW 100%CLEAN / / \ -' t Q GYPSUM BOARD- MINIMUM ONE GOAT �I ALL DIMENSIONS AND GONDITION5 PRIOR TO CONGEALMENT. PRIOR TO PRIMER AND TWOACJA7'S FLAT PAINT. E ARE TO BE FIELD VERIFIED. ORDERING, GONTRAGTOR SHALL EXTERIOR WOOD _UF.-"AGE5- TWO CONTRACTOR TO REMOVE a SUPPLY GUTS OF FIXTURES FOR EL. 33.25 s , GOATS EXTERIOR OF',ADEE STAIN. ---- 17.0 a s RELOCATE AS REQUIRED ALL OWNERS APPROVAL. IN THE EVENT EXTERIOR E=XFOSE-D MEiAl._- MINIMUM i � STAKE rXISTING WORK WHICH INTERFERES THAT THE OWNER CHANGES, THE 9 - FINE TO COURSE LIGHT BROWN &PALE EL =-- ' -- -I --- - - ONE GOAT ZING GHROMATL AND TWO MON. I WIITHI NEW GON57RUCTION. GONTRAGTOR SHALL CREDIT THE BROWN CLEAN SAND,SOME FINE TO FND E , 4 --- ------ -----�� \y-,s°e- _ GOATS E\TERIOR ENAMEL. SMALL GRAVEL(SW)(100%CLEAN) I i \ �UTI-52 OWNER FOR THE FULL ALL MATERIAL SHHALL BE OF BEST -E-E-E-E-E- _ \ --- - - - SITE_WORK S-UE3CONTRAGTOR5 G05T FOR THE QUALITY PITTSBURGId, PRAM" a - -- - �- ------to LE PO - - - -- - - --1 --- STAKEOU7 15 TO BE PERFORMED BY A CHANGED UNIT. LAMBERT, DUTCH BOY. GABOTS, c' Yr No `9 `a LICENSE D SURVEYOR. STAKING AND MGKL_USKYS, OR APPROVED EQUAL_. EL. 28.25' LAYOUT ARE TO E5TAB1 ISH ALL LINITS 5 22.0' `a s --- - - - - _ - �- FRAMING AND ROUGH CARPENTRY CONTRACTOR I� TO PROVIDE ,, DATA ON�DRAWINGS. IN GASP OF ARGHI r) G r` FAINTS ,AND STAINS -ENCHMARKS. VI R FY ALL GIVEN BEI TS RAFTERS GF�ADUDS SH MFLES O - ----_- --- `------ ------- _---- --- J � - -. ALL SA. E DOUGLAS FOR S AND/OR OWNERS `s NOTE: .� Q - DISGREPANGI', RECEIVE FIR-SOUTH SELECT STRUCTURAL. ALL APPROVAL. 1 ° GLARIFICATiON FROM AR'C H17EGT WOOD SILLS AND WOOD IN GONTAGT NO WATER ENCOUNTERED PRIOR TO PROCEEDING. EXGAVATE AT 22.0' BELOW SURFACE WITH MASONRY SHAD BE AGO. ALL GYI SUM WALL l�OARD AND BACK FILL FOR WORK INDIGATED - - --- - S - � 2 - - O EXTERIOR SHEATHING SHALL BE I/2 INSTALLED A,, F CR SECTION R702.a.< ( ELEV. -28.25' ) I ON DRAWINGS. STOGKF'ILC TOPSOIL_ GDX DOUGLAS FIR PLYWOOD. THROUGH R7O:'.5.6 OF THE NEW PORK //�� I ~ OBTAINED FROM STRIPPING DRIVEWAY SUB-FLOORS TO BE E/•�;" GDX STATE RESIDENTI;IE_ CODE. GYPSUM PLOT �Ll`1N tu tu AND DIJILDING SITE. STOGKPIL_E ALl_ PLYWOOD EXTERIOR SHEATHING TO WALLBOARD AP'`'LIGATION SHALL BE - --------- ------ ---- ------------------ .. EXCAVATED MATERIAL. NEW AND BE COVERED WITH TT \/EK" HOUSE TAPE JOINT SYSTEM. ALL GYPSUM EXISTING BAGK FILL MA7ERAAL_ AND WRAF= OR APPROVED EQUAL. BLOGK BOARD TD BE 1/2" ON WALL5 AND 1/2" SCALE: 1" = 501 O z0 TOPSOIL ARE TD BE FREE OF WEEDS, STUD WALLS AT 1/2 STORY HEIGHTS ON GEILINGS UNLESS OTHERWISE TREE ROOTS, ROCKS AND DEEBRIS. AND ,AT ALL UNSUPPORTED EDGES OF NDIGATED. FINISH JOINTS, J-.1 ALL SURPLUS MATERIAL THAT IS PLYWOOD. PRO'✓IDE SOLID BLOGKING NAIL DIMPLES, CORNERS AND EDGES TO THr F "vT Or" MY +-NOWLEDGE, BELIEF AND UNSUITABLE FOR BAGK FILL MATERIAL AND DIAGONAL BRAGING OF FLOOR SHALL BE TAPED AND RLeGEIVE THREE PROFESSIONAL _IUDGEMENT, THESE PLANS d SHALL BE REMOVED FROM THE SITE.. JOISTS AT 8' O.G. MAXIMUM AND GOATS OF JOINT GOMPOUND. ALLOW AND/OR ;F=C C,Ii IGA110N5 ARE IN GOMPLIANGE APPROVED AS NOTED � Q F ROTECT ALL TREES WITHIN EIGHT SOLID BLOGKING UNDER ALL 24 HOURS TO DRY BETWEEN GOATS. WITH THE FOLLOWING: FEET OF THE BUILDING. PROPER UNSUPPORTED EDGES OF PLYWOOD. FINAL GOAT TO BE _SANDED SMOOTH. DAT :�5'•07�0� B.P.# 5aa�3 APF-ROYALS MIDST BE OBTAINED ALL GAP PLATES TO BE DOUBLI-D MEETAL CORNER BEAD TO BE USED ON 2020 RC`51DC�N T I,AL GODC� OF NEW YORK STATE FE /JG✓�. � BY: Qr �' BEFORE COVERING ANY EXXCAVATED AND NAILED BOTTOM GAP PLATED TO ALL OUTSIDE GORNI"RS AND AROUND PUBLICATION NOVEMBER 201� W WORK. END OF STUDS. LAP GAP PLATES AT ALL OPENINGS. NOTIFY DING DEPARTMENT AT CORNERS. WHERE FLUSH FRAMING 2020 RE51D[_N7IAL GODEE OF NEW PORK STATE 631-765-1802 8AM TO 4PM FOR THE GONGREmT-E OCCURS, USE MIN. !6GA SHEET METAL ELEGTRIGAL CHAPTERS 12-2 TOR MEGHANIGAL_ SYSTEMS 1. FOUNDATION INSPECTIONS: NO GONGRETE OR MASONRY WORK JOIST HANGERS BY "TEGO" OR ALL_ WORK SHALL COMPLY WITH THE 1. FORf�sUATION-TWO REQUIRED SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO NATIONAL ELF_( -AL GODE AND ALL 2020 RE5IDE-NTIAL GDDE OF NEW YORK STATE FOR POURED CONCRETE l \ TEMPERATURES OF 40 DEGREES F. Br MINIMUM J/2X STUDS. HEADERS STATE, LOCAL, AND UTILITY GOMPANY GHAPTERS 24 [-OR FUEL & GAS SYSTEMS 2. HO,1GH-FRAMING&PLUMBING V AND FALLING. NO C,ONGRETC SHALL , -•_ 3. INSULATION �► BE PLACED ON FROZEN SURFACES. NO SHALL BE MINIMUM 2/2X6 UNL1_SQ GODES AND REGULA'TION5. A1_1__ Lu ,.; Q u) ADDITIVES SHALL BE ALLOWED NOTED ON PLANS. MINIMUM BEARING GIRGUITS SHALL BE: /INIMIJM 15 AMP. 2020 RESIDENTIAL CODE OF NEW YORK STATE 4. FINAL-CONSTRUCTION MUST � LU < `1)) WITHOUT WRITTEN PERMISSION Of THE FOR STUDS, JOISTS AND BEAMS SHALL POWER WIRING SHALL F3E MINIMUM 14 GHAPTERS 55 FOR PLUMBING SYSTEMS BE COMPLETE FOR C.O. (� ARGHITEGT ALL CONCRETE IS TO BE SE B 1/2'. USE DOUBLE JACK STUDS AWG. GONVENIENCF OUTLETS SHALL ALL CONSTRUCTION SHALL MEET THE MIN. 5,500 F.S.I. AT 28 DAYS ff 4,000 FOR HEADERS OVER FIVE FEET IN BE LOCATED 12" ABOVE FINISHED 2020 RESIDENTIAL CODE OF NEW YORK STATE REQUIREMENTS OF THE CODES OF NEW PSI FOR GARAGE SLAB. PROVIDE ALL LENGTH. FLOOR UNLESS OTHERWISE_ INDIGATED. GHAPTER5 :�4-42 FOR ELECTRICAL SYSTEMS YORK STATE. NOT RESPONSIBLE FOR V / ALL SW17GHE-D TO BE LOCATED �6" DESIGN OR CONSTRUCTON ERRORS < 11-I SLEEVES AND FOUNDATION VENTS A5 ABOVE THE FINI5HCrD FLOOR UNLESS (�/ 0 7- REOUIRED BY Nl'S GDDE. UNLE55 NO OTHERWISE INDIGATED. SUPPLY _ !�- NDIGATCD, ALL FOUNDATION I. OBTAIN ALL PERMITS PRIOR TO RECOMMENDED LAMPS IN ALL (-�I- IMATII ANt� OX-00FA71�11I LESION �F,1TEFA r� FOOTINGS ARE TO BE A MIN. 8" DEEP THE START OF WORK. Q - V PROJECTING 6" ON EAGH SIDE OF THE FIXTURES. �•API�� aC�I .20) LU FOUNDATION WALL. PROVIDE TWO #4 2. DOOR TRIM AND BASE MOLDING can WIND DESIGN SUBJECT TO DAMAGE DFFORMED BARS CONTINUOUS IN THE TO BE SELECTED FROM 0) FOOTING. ALL 4" THIGK GONGRE7E GROUND SPEED " Topoc> SPECIAL WIND 5EISMIG O O 0 5LAB'5 TO HA\/E 1 10/10 WELDED . ALL PATHROOM FIXTURES AND SNOW (MPH) RAF=HIG WIND DORN DESIGN c WEATHERING FRO_T LINT TERMITE WINTER IGE FLOOD AIR MEAN � O ` FAUGE 7S TO BE SUPPLIED BY OWNER LOAD EFFECTS REGION I DEERIS CATEGORY a DEPTH b DESIGN FARRIER HAZARDS 9 FREEZING ANNUAL U WIRE REINFORCING. ANCHOR BOLTS IN k ZONE m f TEMP = REQUIRED " INDEX ' TEMP J GONGRETE SHALL BE HOOKED 5/,5" X AND INSTALLED BY GONTRAGTOR 12" AT MAX. 5' O.G. PROVIDE BITUMEN BOF 5 FT Mop ToNO �- �O OOvv.lt NO NO MILE_ B EXPANSION JOINTS BETWEEN SLABS `4. FINISHES TO BE SUPPLIITD FROM SEVERE EFG HEAVY S YES FLOOD ISoo OR 554 (� MAP LE55. 1� "d- Z AND FOUNDATION WALLS. E'Y OWNER COAST FANEL# NOTE: MANUAL= •J F�E51ON ��ITEFZIAI` [_OUNDATION5 GHAPTER 4 DESIGN BASED UPON PRESUMPTIVE- LOAD WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMFERATURE HIGH TEMPERATURE Q ELEVATION LATITUDE HEATING COOLING FACTOR TEMPERATURE COOLING DIFf ERENGE BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AT 2000 LBS PER ______ -------- ------ ------ ------ SOUARE FOOT. GONTRACTOR TO to --------- --- -- ---- - GON5ULT ENGINEER IF DIFFERENT SO!L O MATERIALS ARE FOUND UPON GOOLING WIND WIND GOINGIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY N O Z Z3 TEMPERATURE VELOCITY VELOCITY NET BULB �1 �I Q Z EXCAVATION OR TEST HOLE, FOR DIFFERENCE HEATING COOLING ALTERNATIVE FOOTING AND _-- - - __- - _ _-- O W z ---- FOUNDATION WALL DESIGN "of00 1 Q - i ARCHITECTS TODD O'CONNELL ARCH I T E C T P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P (631) 650-6666 F(631) 650-6667 C(516) 658-0325 NrAYS+,r.S't� lo 12'-101�2" _1�2 PROVIDE PROVIDE IOQXBQ DEGORA IVE BARN DOOR PROVIDE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HOLD DOWN HOLD DOWN 9QX82 ANDERS N LIFT SLIDE HOLD DOWN PROVIDE _ *GWI -2_ �-- --- -.--_ _- --__, �- ------- � '�GWIb 2 TG. � HOLD DOWN • ° - - ----- —I— — — — — — — (3) 2"XIO" - - - - W8X10 5TL. - - - - (3) 2"XIO" — — — — — — — — — — — — — — — — — — — i - , -8" Q' 23 I I w 6x6GI/o Ul 5P" COL. PIPE COL. I 1160 RISE 5 ®t8" �o COMPACTED GRAVEL I ( I I = 15 EAf75 ®10" IYl I ON COMPACTED SOIL I I 10" POURED GONG I 1 L I—I --�_J J- TL --- - -- _ W8X13 STL. OOT G AS REQUIRED 4 REBAR VERT. (2) I XI I LV WL FLU H -_ O I I I I I FOUNDATION ------ ° cI cv I I I I ® 48" O.G. 10" POURED GONG I I O PROVIDE RAIL } _ 6 m m I I I I Ln FOUNDATION WALL I ;fl �I TO GORE X4 POST � 1 W/ 4" REVERSE BRICK 24x12 P. GONG. FOOTING I I ® LOFT ABOVE -r ---- - - I ( SHELF, #4 REBAR VERT. W/(2) #4 REBAR W/2"x4" �, ------ -- 78715 5TL. ® 48" O.G. KEYWAY;MIN. 36" BELOW I y ry GRADE. (TYPICAL) I O r=1A A Ul O O CRAWL SPACE I I I I _O n X I \ _*117� I A z #k 24x12 P. GONG. FOOTING r7- G-zj 9 \_B 6_r, < Y` Z #4 REBAR W/2"x4" ® ~ Q p _ — KEYWAY;MIN. 36" BELOW I 129 �* wsXl3 STL. _ I I GRADE. (TYPICAL) I - - -- ---- ° m I LI Z In I BATH I Z I -BI TO CDOOR RAWL I I Im 1 X I I dJ PROVIDE I I I PROVIDE > w n 6"X24" BUTTRESS I I 6"X24" BUTTRESS I (\ / — — — — — — — — — J I -- -- --- r�rl � IVul°[ii N 1 I I-------- --- - -- W8X21 I III N 1) ° I I —= — —= — — — — —_ Ill it I- I STL. COL. r I I W21X68 STL. F U5H TOP TIE NEW FOUNDATIONS VV #4 REBAR ® 24" 4" CONCRETEtu SLAB I \-NbX21 I ry ul u w o o F m 1 O.G. VERTICAL;MINIMUM OF 2; w/6x6 1O,{o W WM• STL. COL. PT. LOAD )' W d I n n r GROUT FILL SOLID (TYPICAL) OVER 6 MIL V.B. ON 4" COMPACTED tE ON L I FROM ABOVE n1 ii z `)'� ?,u m Q — I STEP FOOTING ON COMPACTED SOIL I I I 1 i v n v- z A5 REQUIRED I PROVIDE (� N F 1_z — I tlI I- nlll! HOLD DOWN w,III p r ly 1-0- i l 8 POURED GONG I I I ( � ly ul z ul()n n2 _i� qn 1-7 7� (l FOUNDATION WALL 5 "� STL. 1 La L� I F #4 FOUNDATION VERT. I I I NOTE: ALL NI NDONS AND I I" ® 45" O.C. DOORS ARE TO BE IM '�4GT PIPE COL. F ly� b O-'i(In (Ox20 P. GONG. FOOTING I I I OLSS ( D O `)I� I l� i)ill j J u-Qlnl I- ( I1110 W/(2) #4 REBAR W/2"x4" \4- IL u� n n.l d d''f-T l� KEYWAY;MIN. 36" BELOW O n o>W t o it ly t GRADE. (TYPICAL) I I I I 1 O _ul j u n of In t, 11 111 11 d-� III`�tflll I I I I I I .� 1 O } v Z Q_ <Q tj-A t 'y In F- SLAB ON ll I I O SCREW AND GLUE I 17 O •o I I GRADE u) I � `O �" PLYWOOD EACH SIDE I I X Q � \o I I I 5 -p STL. I n PIPE COL. .Ly I I I I I - VAULT 18Q HT. I PROVIDE I HOLD DOWN m d 10" POURED GONG FOUNDATION WALL I I I I n O #4 REBAR VERT. ® 45" O.G. tu 24x12 P. CONG. FOOTING W/(2) #4 REBAR W/ 2"x4" KEYWAY;MIN. 36" BELOW GRADE. (TYPICAL) I I I I SCREW AND GLUE O ZO PLYWOOD EACH SIDE G_ I 4" CONCRETE SLAB w/bxb G-�✓ d COMPACTED GRAVEL MILON COMPACTED SOIL X I I I I ml =__ LH - - - - - - - -- - - - - - 1 - - - - - - - - I LU L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ I s�"oSTL. STL. (vO � PIPE COL. PIPE COL. (3) 2"XIO" W8XIO 5TL. (5) 2"XIO" _ Nil - _ v - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROVIDE *CX I6-2 — — GX I6-3 --- - - ---*0x 16-2 - - - �— HOLD DOWN 6'-1�2" 12'-10,1 2'-10," " F�'-112" PROVIDE LH lo 5a'-0„ 2 2 HOLD DOWN f ?� O 3: O O FOUNDATION PLAN OARAOF- PLAN D_ SCALE: I/4" = I'—O" SCALE: I/411 _ I�_O�� O — � � � � X � 0 z Q IN m O b � 4 zLU e z O v fry ARCHITECTS TODD O'CONNELL ARCHITECT P.C. i TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P (631)650-6666 F (631) 650-6667 C(516) 658-0325 r::{"rr,j'�.ff.�'r.r<rli5 ol 5 5TL. TT - *c'xL4 TO-.- PIPE COL. -- - K5XIO 5TL. 5k'�p STL. 5� � STL. PIPE 1 I PIPE COL. COL. I6 RI E E R5 CP < , ---- — ------ ----------- --------------- ---- --------------- � I I 1ST A S I 2"xb" G.T. ® 16" D.G. —J L - - - -7 PROVIDE RAIL --- ----- ----------------------------- tu PROVIDE TO CODE HOLD DOWN I I HOLD DOWN ' o ----------- ---- A m O I LOFT I O m A A N A z #O G— N x ----- - ------ ---- y N m Q - --- -- -I m I I - - --- - - --- ---- ----------- - ---- - --------------------------- -------------- 2"xl2" R.R. ® 16" O.G. 2"xl2" R.R. ® 16" O.G. -------- - ------ -- PIPE COL.-- - - --- ----- ---- - ------- ----- -- n't j ,l t-";iv N STAIRS 4 OUARD NOTE: PROVIDE RAIL I -- 5 o STL. u, u,�� 0, To CODE (TO COMPLY WITH 2O20 R.G. OF NYS R31 I R312) _ _ nl` �� „ ✓' - --- -- -- - - -- STAIRWAYS SHALL NOT BE LESS THAN 56 iv o ,> Iv t- <o II tll II 1- ✓\l rl �; n_ c� 5 -v STL. I IN CLEAR WIDTH ABOVE THE PERMITTED -- ----- - -- --- - --- ---- -- -- ----- --- ---- - -- - - --- -- -- j F CD HANDRAIL HE I OHT AND BELOW THE REGU I RED n t , I PIPE COL. I ------ - - ----- -- - ---- - - t�u t ii I i r _ 1n --- - - -- - -- --- --- - - -- --- o n 1✓t- n to tT- �� HEADROOM HEIGHT - -MINIMUM HEADROOM HEIGHT TO BE &'-8" `s �tlt' >� - - --- -- - ------ -— N '"O u -MAX RI5ER SHALL NOT EXCEED &Y!}It - --p - ----- -- - t < *F���n,lt t d = O -MIN TREAD SHALL NOT BE LE55 THAN a" --� 0 ,QIYIi,�IQO ------------------------ ------- - --- - ------------- STAIR PROFILE: N05 I NG5 SHALL NOT BE - �,,J,t�1"�n,✓ v; } NOTE: ALL WINDOWS AND i 3 I. n LESS THAN /4 NOR MORE THAN IY4 ----------- --- DOORS ARE TO BE IMPACT -HANDRAILS SHALL BE PROVIDED ON AT m 5�"4' 5TL. °y d� lilt Q '`" ' �✓ °� 5TL. ------ - - ---- � - -- ----- --- -- -- u-t>,� PIPE COL. CLASS � LEAST ONE SIDE OF EACH STAIRWAY WITH PIPE COL. TWO OR MORE RISERS. TOP OF HANDRAIL �� <« 'il" r�o,t, SHALL NOT BE LESS THAN 34" AND NOT TRIPLE RAFTER TRIPLE RAFTER '"N",; i�t <<,Iy lilt a naliii i u MORE THAN 5a". ALL REG2UIRED HANIDRAIL5 v �Se �,4LL ./P��-�- v i oQ_a ��I m SHALL BE CONTINUOUS TO THE FULL LENOHT - - - - z ; ,, ,',✓„�� ; z �V" m OF THE STAIRS FROM DIRECTLY ABOVE THE x® - t 1._ _ _ ___ X r� d, y z ,ly o' TOP RISER OF A FLIGHT TO A POINT - -- -- - - - - - - - - -- -- I w24X55 TL. RIDGE Iro - - 4 Q t`o o h i' �)v o iu-t ? 50REN AND GLUE I o o DIRECTLY ABOVE THE LOWE5T RISER OF THE I r PLYWOOD EACH SIDE Q FLIGHT. ENDS SHALL BE RETURNED OR SHALL 016 TERMINATE IN NEWEL POSTS OR SAFETY - °'o - - - - - -- - -- - -- j�\ ��j-- - - - j - - -- - 0�o -- - TERMINALS. HANDRAILS ADJACENT TO A WALLccl 2"x12" G.J. ® 16" O.G. BOLTED TO RAFTERS 5�%' STL. x PIPE COL. I, - -N ® -- - -- - �5E-� - SHALL HAVE A SPACE OF NOT LE55 THAN V;2 F� (5) 2 X12" BETWEEN THE WALL AND THE HANDRAIL. ----- — ------------HANDRAILS ---- SHALL NOT PROJECT MORE THAN 51",P 5TL. TRIPLE RAFTER TRIPLE RAFTER OPEN TO I 4Y2" ON EITHER SIDE OF THE STAIRWAY. _-----_-_--__--__PIPE-COL.-- - - - -- - -- - - - ---- - ---- - ------- - BELOW I -OUARD5/RAILIN05 ARE REQUIRED FOR ANY SURFACE 50" ABOVE FLOOR OR GRADE. - --- --- --- -- - - -------- -- - - ------ -OUARDS/RAILIN55 SHALL NOT HAVE A OAP o I I OF PASSAGE OF MORE THAN 4" N - 2"xb" G.T. ® Ib" O.G. Z SCREW AND GLUE - - - - --- - -- O I " PLYWOOD EACH 51 DE 2"xl2" R.R. ® 16" O.G. 2"xl2" R.R. ® 16" O.G. - ----------- -- - - ---- - -- -- - - --- -- w Q� v z w tn 4---- ------------------- ------- --- m PROVIDE I I PROVIDE - — — — HOLD DOWN ( I HOLD DOWN j '�U — — — — — — — — — — = I I = 2"x6" G.T. ® 16" O.G. O —_ ----- - ------------ ---------------- --- — IS) 2"xl2" R.R. ® 16" O.G. 2"xl2" R.R. ® 16" O.G. 5�"d' STL. 5 "� STL. --- -- PIPE COL. PIPE COL. 5 5TL. WSXIO 5TL. PIPE COL. AN2 1-2 -- -- - -- -- Q I- ��� r Iq'-o° IQ'-o" LU O � 00 LOFT PLAID ROOF PLAN 5CALE: 1/4" = 1'-0" _ O SCALE. 1/4 — I —O z Ck �r m Q z � o 0 w z o < _ I P3103.1 ROOF EXTENSION TABLE P3201.7 OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE SIZE OF TRAPS FOR PLUMBING FIXTURES TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 TRAP SIZE ARCH ITECTS INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, TODD O'CONNELL PLUMBING FIXTURE MINIMUM A R C H I T E C T P.C. WHICHEVER IS GREATER. WHERE A ROOF IS TO BE USED FOR b ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR (INGHE5) 5UNBATHIN0 DECK OR FOR SIMILAR PURPOSES , OPEN VENT BATHTUB (WITH OF WITHOUT SHOWER HEAD AND/OR 1 1/2 TODD O'CONNELL, AIA �9 PIPES SHALL TERMINATE NOT LESS THAN "1 FEET ABOVE THE WHIRLPOOL ATTACHMENTS) 1200Veterans Memorial Highway ROOF. BIDET 1 1/4 suite 120 P3103.2 FROST CLOSURE CLOTHES WASHER STANDPIPE 2 Hauppauge,NY 11788 WHERE THE Ci7.5 PERCENT VALUE FOR OUTSIDE DESIGN DISHWASHER (ON SEPARATE TRAP) 1 1/2 P(631)650-6666 TEMPERATURE 15 O°F OR LESS, VENT EXTENSIONS THROUGH A FLOOR DRAIN 2 F(631) 650-6667 ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES IN KITCHEN SINK (ONE OR TWO TRAPS, WITH OR C(516)658-0325 DIAMETER. ANY INCREASE IN THE 51ZE OF THE VENT SHALL BE WITHOUT DISHWASHER AND FOOD WASTE DISPOSER) i I/2 „"._.',_..,..... w. . MADE NOT LE55 THAN I FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. LAUNDRY TUB (ONE OR MORE COMPARTMENTS) I I/2 ;.r, NOTE: ALL WINDOWS AND LAVATORY I I/4 DOORS ARE TO BF I MFAGT SHOWER (BASED ON THE TOTAL FLOW RATE I --`" THROUGH 5HOWERHEADS AND BODY5PRAY5) I OL,455 ��- �--�ff'Ii I II FLOW RATE: �--� 1 5 10125--I C, 5, 5.1 GPM AND LESS 1 1/2 T.O. ROOF MORE THAN 5.1 GPM UP TO 12.3 GPM 2 fI ELE MORE THAN 12.3 GPM UP TO 25.8 GPM 3 V. +22-O ' MORE THAN 25b GPM UP TO 55.6 GPM 4 FLASHING DEVINCI SHINOLES TO SELECT 4" FRESH AIR VENT \ \ < THROUGH ROOF U) GARAGE PLATE4�EKO V. HALF ROUND ZING GUTTERS \ �\ I 1 W/ LEADERS --- __-, BOARD AND BATTEN W251- 51 W251- — FINI5H TO SELECT — I j J - - — - ]i- - - - -- --I VT LOFT FLOOR - - - - - - -- - - - ELEV. +10 T.O. GARAGE PLATE I I I u z fy ELEV. +q-(o c) 211 1 U],,a ss 1 �000 O - 1 1/2" I °u i ro�i lyzl, 1 _ Urr_sr�� l� l I, v L'I Q _._y FIRST FIRST I o"°o ,;n c)" NUGEDAR FINISH TO I �" a cl v lu I, SELECT FLOOR FLOOR G•o• I `7`'r ` `6 I ' - --- -- rr zwUz7 f u I n Hw i " - ---- — 2�� — 31 — S rY ui ul f, lu _- — — ---- -- — — - — - - - ----- -- — O TO `) iY i I tv 31 --- -- --- - _ . SANITARY ii HWH rHH 'i it n i') ii iii r (Y = ° i III p'I'�l (l�nitdl rllll v (-- GARAGE SLAB �w r- r o s c�n FW 80 1 5 i 5 LI I FWJ 080 n -,f- t fv I I, z o 12 X8 DEGORA IVE BARN DOOR Ir V u i� �✓o I N - �,Fuuln>'/")")1) m GRADE - - - — --- -- l - ---- ----- - -- -- a) ELEV. O-O 50.0 -- .I c)ddr�?iiindJ,ion - ----- �v L_11 0fv! c)Illo N O ,y r ,li_ ulnidtQN NEST ELEVATION FLUMB I NO RISER SUFFLY FLUME3 1 NO RISER NASTY p)OW,1II (lll�)tn�I .. .f wr a flnllll ru 50ALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-0" z�; U°` it �)7 m S )Irl O G\)II1-3 j C)dl�)�) ern '- ,l lv'fv y`I Q o,fT rf- I,K tu,o < ul ul )nlll't�Qru , cn , k Q i 1 d41 n0[1f O�) WALL I1-3" IN. a" IN. I cci III ly 0 � \ n clr� �1 i llA !y IY_ !l �LI I p �� --A NOTE: ALL WINDOWS AND � -_` \ � w DOORS ARE TO BE I MFAGT ALL BATHROOM SHALL DE i�ROV I DE WITH o 0 O LASS �L- ADEQUATE PLUMB I NO FIXTURES TO ALLOW FOR z MIN. GLE,AR SPACE DISTANCE THROUO HOUT 1115, �GI' S I I�25„ ROOMS- TOILET, SINK, TUB- AS FER 2020 N T.O. ROOF ELEV. +22'-0°- - �" \ RESIDENTIAL GODS OF NEW PORK SECTION 0 �� � R307.1 i \ I > DEVINGI 5HINGLE5 TO SELECT i �( GENERAL NOTES T.O. GARAGE PLATE _ / / ill_— 1_ _l_ _ -_ ', I. GARBON MONOXIDE ALARMS AND R ELEV. +I6'-3" , __ -_ _- _ - � - - _ GA BON (. ALL WOOD POSTS SHALL DE EUILT UI MONOXIDE DETECTORS SHALL BE INSTALLED UFO WITH (2) 2X4'5 NAILED TOGETHER W/ HALF ROUND ZING GUTTERS --"-- / IN BUILDINGS AS REQUIRED IN ACCORDANGE 106 NAILS o S" O.G. UNLESS OTHERWISE W/ LEADERS _-__ WITH SECTION �I� 2 OF 2020 N .�FG Z t.() r---=-----1 � III - - - l i i - - - �- �.,� NOTED 1-1-1 'I ' FLASHING (CARBON MONOXIDE DETECTION SY M LH STE S) < (fi BOARD AND BATTEN i ' FOR RESIDENTIAL BUILDINGS . INTER-WIRED -7. ALL FRAMING SHALL WITH Q Oly FINISH TO SELECT � --- -' - -I -- - I ----: - - ----_- - ,I TIRE/SMOKE AND CARBON MONOXIDE THE NEW YORK STATE RLSIDENTIAL - \ - - -- - - - DETECTORS WITH BATTERY BAGKUF AS F'ER CODE LOFT FLOOR — — - - - - - — -- NFF A 12 AND 2020 NEW YORK STATE < a-1--1 ELEV. +l0'-�" RESIDENTIAL CODE SEC. R�14 AND R515 fly. ALL ANCHORS, STF?-APFINC� AND �/ z SHALL BE INSTALLED IN DWELLING UNITS CONNECTORS AND HARDWARIT TO FEE- .0. 0 T OARA_GE PLATE OUTSIDE 07 EACH SEPARATE SLEEFINO aIMFSON 5TF'ON0 TIE OF? AN AFFf_O\/r-D LEV' +11-6 AREA IN THE \/IGINITY OF THE 5EDROOMS. MANUFACTURE. AND TO BE INSTALLED AS WHERE A FUEL-BURNING AF'FLIANGE IS PER MANUFACTURE WRITTEN LU LOCATED WITHIN A BEDROOM OR ITS N'TFUCTION5- UNI-ESS 07H1_F_NIeF NOTf"D l� v NUGEDAR FINISH ATTACHED 1JATHR00\K CARBON MONOXIDE O O O DETECTION SHALL 5E INSTALLED WITHIN THE 1. ALL ENGINEERED LUMBER TO BE SELECCTT BEDROOM. GLADDED AND SEAL AS REOUIRED 0L V O l \ TO FROTEGT AOA I NST THL V 2. ALL ELECTRIC WORK SHALL BE WCEA7-1ER ENVIRONMENT nO, 7ERf ORMED IN S i RI(T, AGGORDANG)= , \ WITH THE LATEST EDITION OF THE N.E.G. _q�GARAGE 5LAB _ z ELEV. +0 '-6" 50.5 -1. ALL CONDITIONS AND DIMENSIONS GRADE ELEV. O-O 50.o TO BE VERIFIED IN FIELD BY THE GENERAL GONTRAGTCR AND REFORT (a ANY DISCREFANCIES TO ARCHITECT FRIOR TO START OR GONTINUATION p of woRK EA5T ELEVATION n m O j50ALE: 1/4" = 1'-0" 5. NO OALV. NAILS OR GONNECTORS IN AGO. LUMBER ARE PERMITTED. ALL Q CONNECTORS AND FASTENERS FOR AGO z ui LUMBER MUST BE STAINLESS STEEL OR p HOT DIPPED GALVANIZED 0-185. Q 0 v s ARCHITECTS TODD O'CONNELL j n R C H ITECT P.C. TODD O'CONNELL, AIA O 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P (631)650-6666 F (631) 650-6667 C(516) 658-0325 l,f.jlfi:(?f:j:r.fr'�(ii _— -- NOTE. ALL NINDONS AND -- -- --_ _-_-NOTE: ALL NI NDONS AND �i I1-- � ��-� -� DOORS ARE TO BE IMPACT DOORS ARE TO BE I MPAGT OLASS CLASS -1I25 G � ��5 5 GARS J In, T.D._ROOF T.O. ROOF - ELEV. ELEV(. +22'-O" a STANDING SEAM METAL ROOF TO BE SELECTED OVER / \ 15# BUILDING FELT HA_F ROUND ZING GUTTERS HALF ROUND ZING GUTTERS W/ LEADERS � ���� / '� � � \ \ `"�-� � �- W/ LEADERS _OARAGE PLATE / \ \ T.O 0) . GARAGE PLATE T.O. ELEV. +I6'-3" - - V. +I6'-3" i / -- - -- tF FLASHING \� BOARD AND BATTEN �� N FINISH TO SELECT BOARD AND BATTEN I FINISH TO SELECT // A I-2 - J I{. \ i DEVINGI SHINGLES TO SELECT � ' .A I N I H NG ES O SELECT r G- 4 TG. _ DEV G 5 1 L T L T LOFT FLOOR - - LOFT FLOOR _ _ i z _ _ i ELEV. +10'-7" - � � � — T T ..T — - •- --- -- --- -- -- --- --- ,� \ ELEV. +10'-'7" 0 � Z T.O. GARAGE PLATE T.O. GARAGE PLATE_ Eb �"f ELEV. +cl'-6" v d ELEV. +ci'-b" - - --- ------ -- - ---- - — > II, u, o ----- 1 -- - --- ..------------ ---- I�III Id�I>* F- -7 d d I — l NUGEDAR FINISH TO d D F=ii 6 0 0 NUGEDAR FINISH TO 4 SELECT I o c�I,CI Id � 1L i ulll f III�)dvw�� 0 Q ml �J d .. SELECT I O d u, } InTI )Ilp.t n [� u>IuimyNFl a-F ,o u I- Zzu_ n?-fir Q w u I _ p vI vILI +� (l - i -_�Jl iA i v GWI i � _� _ 2 TO. 7 GWI6 TG. 'y III) u r n v� W v I X8Q DECO RA' BARN DO -- - " z { N�i p[j F'Ji X O GARAGE SLAB - - - o - , u 1 GARAGE SLAB c�QXBQ ANDER LIFT SLID ' ul�,III n' 'd n w v -I, - ELEV. +O'-6" 50.5 - - - — �\ n u I I Q w�-f I_ ELEV. +O-6 50.5 - - --- -- - „\ o GRADE �ii i(nirw�nT, GRADE ELEV. O-O O.O p o`; > I U' n 1 ELEV. O-O 50.0 �✓d un�(i Ji N O o � SOUTH ELEVATION NORTH ELEVATION o � { t'D' I Va O . I O u SCALE: 1/4 = I -0 I u -1 u i�o u SCALE: I/4 = I -O ul�c,,� a ui w J ILl fy Q\)III �F_OJ1�VJ ICI III��n UI Q Ill F O O � m N RIDGE VENT RIDGE VENT W15X35 5TL. RIDGE WI8X35 STL. RIDGE v 2"X12" R.R. ® 16" O.G. 2"X12" R.R. ® I6" O.G. � 2"X12" G.J. ® I6" O.G. 2"X12" G.T. ® 45" O.G. = _ BOLTED TO RAFTERS O FLASHING f FLASHING ZIP ROOF tIl SHEATHING " ZIP ROOF M U1 SHEATHING STANDING SEAM METAL ROOF TO BE SELECTED OVER STANDING SEAM METAL ROOF Q / - 15# BUILDING FELT TO BE SELECTED OVER 15# BUILDING FELT 2"X6" EAVE BUILD OUT # `—HALF ROUND ZING GUTTERS 2"X6" SAVE BUILD OUT } UNFIN15HED W/ LEADERS `HALF ROUND ZING GUTTERS L" LDf=T W/ LEADERS 2"Xb" STUDS ® 16" O.G. dl 2"X6" STUDS ® 16, O.G. �o -----I " SHEATHING ZIP PANEL INSULATED 5HEATHING ZIP PANEL INSULATED ''II 11 BLUESKIN VPI00 HOUSE WRAP BOARD AND BATTEN FINISH TO �-----BLUESKIN YPI00 HOUSE WRAP ul --��NUGEDAR FINISH TO SELECT SELECT LH -- 'I H M \ �-FLASHING / \�—FLASH NG J `► __ — -- -- -- -- -- - - - - --- - _---- -- _-- -- DEVINGI 5HINGLE5 TO SELECT / I SHINGLES TO SELECT DEVING � Q 2"X(b" R.R. ® 16" O.G. — O — 2"X4" SOFFIT C1 II 2„ I .�I = 2"X4" SOFFIT v 16" O.G. ,GARRAGE'_ BATH " PLYWOOD EA a 51DE GARAGE i'L�``WOODWEACH 5 DE SCREW AND GLUE O AND OLUE 2 X6 STUDS ® I6 O.G. LAP WALL JOINT_ WITH l_,11 ,�l'ti_L JOINTS WITH 2"X6" STUDS ® I6" O.G. ZZ FULL SHEET FULL SHEET O -----1�" 5HEATHN5 ZIP PANEL INSULATED —1�" SHEATHING ZIP PANEL INSULATED C� — IO RA -- 5K 1 BLUE N VPI00 USE HO WRAP -a------BLUESKIN YPI00 HOUSE WRAPLU ::) � NUGEDAR FINISH TO (�/ Iv dJ -SELECT NUGEDAR FINISH TO � v SELECT O O STEEL GORIGATED DECKING W/ 4" CONCRETE SLAB 4" CONCRETE SLAB (� 4" REINFORCED SLAB ABOVE w/bx6 ,{o W.W.M. V w/6x6 I1/0 W.W.M. Io OVER 6 MIL Y.B. ON 4" O O OVER b MIL V.S. ON 4" COMPACTED GRAVEL COMPACTED E VE ' L ' ON COMPACTED 501L ON COMPACTED 501E ' !�— _ 10" POURED GONG 10" POURED GONG Q— '�— = 1^8XI3 STL. ® 48" O.G FOUNDATION WALL W FOUNDATION ALL Z 4" CONCRETE SLAB =� "� W/4" REVERSE BRICK W/6" REVERSE BRICK w/bxb 1O.(o W.W.M. d CRAWL SPACE SHELF,#4 REBAR VERT. SHELF,#4 REBAR VERT. OVER b MIL V.B. ON 4" �� ® 48" O.G. ® 48" O.G. COMPACTED GRAVEL tl) Q ON COMPACTED 501L 24xl2 P. GONG. FOOTING 24xl2 P. CONC. FOOTING W/(2) #4 REBAR W/2N4" W/(2) #4 REBAR W/ 2"x4" w KEYWAY;MIN. 36" BELOW KEYWAY;MIN. 56" BELOW t- Q GRADE. (TYPICAL) GRADE. (TYPICAL) [Q m zz j SECTION A—A SEGT10N B—B < � th< z x o z z " SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" .. w - O d v Q 0 4 _ USE 51MP50N Z-MAX OR HDG CONNECTORS HURRICANE ANCHORS MANUFACTURED BY TO INCREASE CORROSION RE515TANCE 51MP50N STRONG-TIE CONNECTORS MODEL No. H25A EXPANSION 2"xb"STUDS o 16"o.c. FOR ALL HARDWARE IN CONNECTION OR APPROVED EQUIVALENT AT EVERY JOINT ARCHITECT 5 RAFTER TO PLATE CONNECTION BOTH 51DES WHEN 1/2"GDX PLYWOOD SHEATHING W/ AGQ LUMBER. TODD O'CONNELL € A R C H I T E C T P.C. RAFTERS DO NOT ALION P41THSTUD TYVEK HOUSE WRAP ? I STUD PLATE TIES MANUFACTURED BY SIMPSON 4"P.GONG.SLAB W/bxb IO/10 NW AGQ SILL PLATE WALL STUDS a 16" O.G. STRONG-TIE CONNECTORS MODEL No. RSP4 TERMITE SHEILD♦SILL INSULATION TODD O'CONNELL, AIA OR APPROVED EQUIVALENT AT EVERY STUD GORRUBATm STEEL DEGKI 2xb STUDS® It,"D.G. TO PLATE CONNECTION WHEN RAFTERS DO NOT - 1200 Veterans Memorial Highway \� ALIGN WITH STUD STEEL BEAM AS PER DESIGN � I FINISH GRADE Suite GDX PLY'h1004 SHEATHING 5ulte 120 MIN'12'INTO GONG SPACED MAX.S-O" NOTE.ALL REBAR TO BLUESKIN VPI00 HOUSE WRAP Hauppauge,NY 11788 SIMPSON STRONG-TIE CONNECTOR NO E; ALLEPDXY REBARCOATE O O.G.AND MAX.OF 12"FROM THE END or BE EPDXY ATED P (631) 650-6666 / ,k-4" J EACH PLATE SECTION 4"CONCRETE 5LA o / MDL. #H�Z TO BE USED WHEN - -- WWM OVER b MIL V.B.ON 4" NUCEDAR FINISH BE SELECTED F (631) 650-6667 RAFTER ALIGNS WITH STUD I NEW 10"WIDE POURED CONCRETE COMPACTED BLUE5TONE C 516 658-0325 INSTALL)Y SHEET ROCK i FOUNDATION WALL 5,500 PSI GRAVEL ON COMPACTED (2)2"xb"ACO SILL PLATE ( ) \ / / CEILING AS PER Rs02.15 W/*4 BAR m 48" O.G.VERTICAL 501L 3$00 P51 s/c'ANCHOR BOLT 0 5'O.G. ...... NOTE: / USE A MINIMUM OF TWO 8d i r (. ,. �. / o" � \ � rr�rrr,r,1 r .,- f:�i1�1 r ALL STRAPPING TO BE ;/ NAILS THI5 51DE WITH A - �� J-4�� MASTIC DAMP PROOFINGeINSTALLED AS PER MANUFACTURES TOTAL OF FOUR INTO RAFTERi EXTERIOR OF FOUNDATION As _-d -_ ` SILL INSULATION a TERMITE 5HEILD PER R406 SPECIFICATIONS AND NY5 GOD �•°• � / � _ \ I '• ' � � ,,. ,' ROOF RAFTER \ / 2xaKEYWAY I JrT\)�(JT'JI1�T JU �r_�� - -- _ i BOTTOM PLATE // DOUBLE TOP PLA I j EXPANSION JOINT b"COMPACT FILL (<N`�`lf '� v 11 — III AGQ SILL PLA \ / ftll 4"CONCRETE SLAB 5 MIL POLY VAPOR BARRIER c — — MA5TIG D PROOFING —III— EXTERIOR O FOUNDATION W/6xb IS WWM OVER +t4 REBAR I - - j AS PER R40 TERMITE SHIEL b MIL V.S.ON 4" it _ _ ONNrCOAMPACTETED DA501L ) I MASTIC DAMPRDOFING a, n I I— ANSION JOINT — - e..' 5�500 P5l-\ CANT 10' POURED GONG. _o z_ FOUNDATION WALL n)> STUD PLATE TIES MANUFACTURED BY 2x4 KEYWAY d SIMPSON STRONG-TIE CONNECTORS MODEL No. RSP4 ) �l 4n��o oQ(�c;?��;�� p , #5 REBAR m 48"o.G. OR APPROVED EQUIVALENT AT EVERY STUD °q' lI�< 12"X24" POURED CONCRETE TO PLATE CONNECTION STUDS a 16" O.G. FOOTING b"COMPACT FILL N e "x5"xl2" 5TL. BEARING PLATE MANUFACTURED o b MIL POLY VAPOR BARRIER e— —o (5)a5 REBAR HORIZONTALLY c ' d o o p BY SIMP50N 5TRONG-TIE CONNECTORS MODEL No. (2)#4 BAR5 VERTICAL W/8" - -- CONTINUOUS a LBP5v2 OR APPROVED EQUIVALENT BOTTOM LES, ad NAILS 12"X24"DEEP POUR.GONG.Ill r /a"x12" HOOKED ANCHOR BOLT INTO PLATES 5,500 P51 CONCRETE(2)*4 ® 3'-O" O.G. AND 12" FROM CORNERS 24 \\ /� HORIZONTAL STEEL REINFORCINGOUND Jl T I OI `� � T J` I ~ O ° � AND WALL OPENINGS TYPICAL IGHT 8d NAILS BARS IN EACH DIRECTION j"� j'� z INTO STUDS I SCALE: 5/41 I1_ f- J OUNDATION DETAIL j SCALE: 5/4" 1'-O"OUNDATIO STRAFFINO DETAIL OUNDATION ST AFFINO DETAIL p � I � z SCALE: 5/4" = 1'-0" SCALE: 5/4" = P-C" j � N > w u I �) ILI z~tl) u d ILI°-W? 1_��Q U O - �ST5IDE ICE 0F AT LEPSPROTECTION LEAST LAYERS OF UUNDERLAYMENT Q j n> 6 I ly II i�) HURRICANE ANCHORS MANUFACTURED BY CEMENTED T06ETHER OR A SELF-ADHERING POLYMER nl Il F n�)N) p �) ) t < USE SIMPSON Z-MAX OR HD6 CONNECTORS U5P CONNECTORS MODEL No. TMU26 MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVES N ,TMU210 12 EDGE TO A MIN.OF 24" INSIDE THE EXTERIOR WALL ° m 0�-�° 'r'-o Iv ? TO INCREASE CORROSION RESISTANCE OR APPROVED EQUIVALENT AT EVERY SEE LINE OF THE STRUCTURE Iu I: RAFTER TO RIDGE CONNECTION WHEN SECTIONS r ul�)i)>i)I'_ �N,1)l)Illnol((d1, v� wu,Iv ul aL FOR ALL HARDWARE IN CONNECTION I MIN. EDGE w> w W/ AGQ LUMBER. � IFFERENCE RAFTERS DO NOT ALIGN � 2x2 R.R.o Ib"O.C.. . � r n m> r p "6YPSUM WALL BOARD p 11)Will i,n n r HURRICANE ANCHORS MANUFACTURED BY n z F, <, N Ill __ llJ V USP CONNECTORS MODEL No. ST22 2xb SAVE BUILD OUT :� 71 h Z�«,i'��n ne i�`n = O WALL STUDS a 16 O.G. OR APPROVED EQUIVALENT AT EVERY OOF RAFTERS "ZIP ROOF SHEATHING o iv u1 lu J 0 0 o I-,� v H RAFTER TO RIDGE CONNECTION — , n 1y it-z N r ill 1 0()(I WHEN RAFTERS ALIGN DEVINGI 5HIN&LE5 TO SELECT 5/8"Ox12" STEEL ANCHOR u I 2x4 SOFFIT BOLTS AT 5'-0" O.G. MAX. kit°i ri() r✓, n i 11 n) RIDG MIN EMBEDMENT OF -( o y 5 III n Q `imi)0 oly1-pinto N N �)III III to,n l Ill ALUMNIUM DRIP EDGEIll nIll N — \ RAIL FASCIA )' ") Ui 11 it i)(/u m SEE PLAN,-' Ill N$ / HURRICANE ANCHORS MANUFACTURED 1 a< p1�'I�it 0 11l II I1 ly`r NOTE: \ a / ' i ti)u-N 1 ")N 1.1 9�°�J CONNECTORS MODEL No.H25A OR lR�>`I)O o'< -I If 6 U 0 } BY SIMP50N STRONG-TIE l Ill r�II_n Ill I,1 I t u HALF ROUND ZING OL rERS n I In,n I ut u 1 7 cn ALL STRAPPING TO BE i APPROVED EQUIVALENT AT EVERY BORAL 7 I- -- N Q INSTALLED AS PER MANUFACTURES / / �, RAFTER TO PLATE CONNECTION BOTH SOFFIT BOARDS �+/ <T ;)i i�)I✓ 1 ,ri ) p SPECIFICATIONS AND NYS CODE �� „I xb TRIM BOARD GUTrER CLIP ° N N I_ ',I Iy!N N • i SIDES ' �),u Z ly SEE DETAIL I/A-10 FOR MITERED EDGE ON FASCIA r BOTTOM PLA II 1 1 m o(-)I o�) p STRAP DETAIL 2xb STUD O Ib"O G. ' u 1"l )n u l /ty to 1 0 AGQ SILL PLA � �• �' �) �•GDX PLYWOOD SHEATHII� , TERMITE SHIEL i LUESKIN VPI00 HOUSE WRAP NUGEDAR FINISH BE SELECTED c) OUN17AT1 ON 17)ETA I L / fil l DO STfitr��i�I NO D T I L OUNDAT I ON DETAIL SCALE: 5/4" 1i STUD PLATE TIES MANUFACTURED BY II 51MP50N 5TRONG-TIE CONNECTORS MODEL No. RSP4 SCALE: 5/4 I o SCALE: 5/4" = I'-O" I OR APPROVED EQUIVALENT AT EVERY STUD J TO PLATE CONNECTION a 5"x5"xY2" 5TL. BEARING PLATE MANUFACTURED WHEN NOT ALIGNED WITH RAFTER, PROVIDE HOLD DOWN5 AT BY SIMP50N STRONG-TIE CONNECTORS MODEL No. CONNECT KING STUDS TO TOP PLATE, PROVIDE HOLD DOWNS AT ALL CORNERS AND BOTH LBP 2 OR APPROVED EQUIVALENT SEE ROOF 5TRAPPING DETAIL WRAP V4" GAL5. 20 GA. COIL STRAP ALL CORNERS AND BOTH SIDES OF OPENINGS 6' �a VER TOP OF TOP PLATE 8 NAIL OR GREATER IN WIDTH /8"x12" HOOKED ANCHOR BOLT SIDES OF OPENINGS 6 " ROOF FRAMING OR GREATER IN WIDTH z ® 3-O O.G. AND 12 FROM CORNERS AND WALL OPENINGS TYPICAL DOUBLE 2X STU -� O I 'I DOUBLE 2X STU 51MP50N PHD5-SD5 111 A OUNDAT I ON STD'AFF I NO DETAIL 4 IX SIMPSON HDU5-SD52. w O 5GALE: 5/4" = 1'-0" - CRIPPLE p o ry? STUDS DOUBLE TOP PLATE ( Q /II < N z EADERtu tu WALL STUDS a I6" O.G. JACK ; STUD FULL LENGTH /5 5/6" THREADED STEEL RO LU 8 THREADED STEEL RO 1(5 Ga. COIL STRAPPING MANUFACTURED WALL STUDS 51MP50N PH05-SD5 BY SIMPSON STRONG-TIE CONNECTORS FRAMED OPENING FOR NEW SIMPSON HDU5-SD52. to 7— Ci H) MODEL No. 0516 OR APPROVED EQUIVALENT - WINDOW OR EXTERIOR DOOR _ DOUBLE 2X STU \ JJj....IL-Il ' 1� J DOUBLE 2X 5 SIMP50N PH05-SDS V SIMPSON HDU5-5D52. HOOKED ANCHOR BOLT O HOOKED ANCHOR BOLT MIN. 12" PENETRATIO — // / / V1 BOTTOM PLA / = / MIN. 12" PENETRATIC) �, INTO FOUNDATION RIM JOIST j / / INTO FOUNDATION UA 7 Q _ ODA d ---- ---- - - -- -- --- -- ---- 1LI � SUB FLOOR NOS` UPLIFT CONNECTION 15 REQUIRED / FLOOR JOIST / AT EACH END OF THE HEADER AND AT NO UPLIFT CONNECTORS BOTTOM OF HEADER STUDS IN ADDITION U j REQUIRED TH�S AREA TO CONNECTORS AT WALL STUDS AND U �- AT TOP AND BOTTOM OF CRIPPLES. N d I6 Ga. COIL STRAPPING MANUFACTURED - _L.�� Q BY 51MP50N STRONG TIE CONNECTORS NOTE: 6 6a. STRAP TIES MANUFACTURED IX MODEL No. 0516 OR APPROVED EQUIVALENT ALL STRAPPING TO BE BY SIMPSON STRONG-TIE CONNECTORS USE 51MP50N Z-MAX OR HD6 CONNECTORS p MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE USE SIMP50N Z-MAX OR HDG CONNECTORS ' INSTALLED A5 PER MANUFACTURES USE SIMP50N Z-MAX OR HDG CONNECTORS STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION TO INCREASE CORROSION RESISTANCE SPECIFICATIONS AND NY5 CODE TO INCREASE CORROSION RESISTANCE r p AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ AGQ LUMBER. FOR ALL HARDWARE IN CONNECTION lU Q/ WALL STUDS ® 16 O.G. FOR ALL HARDWARE IN CONNECTION `� Ul � W[la W/ AGQ LUMBER. (� O UPLIFT GONNGTO DT I L W/ AGQ LUMBER. z Z LOOi� ST i�i�I NO D T I L MOLD r 0)C NN DETAIL SOLD DONN DETAIL � � 4 z ° 5GALE: 5/411 = 1'-O" I I z SCALE: 5/4" = I'-O" SCALE: 5/4" = I'-O" � � Q •3-Q `� IVII' O < v � p N p JOISTDETAILS Plate nail-16d(0.135"x 31'z'") Load bearing or braced/shear wall 1Y2'round holes may be r- I . above(must stack over wal below) Load bearing or braced/shear wall above _ cut anywhere in web ` + Plate nail, 16d(0.135 x 3?z") at 12"on-center 1 � 9 -' Plate nail, 16d(0.135"x 3/2') 7 „ Blocking panel: 1/8'TJ Rim Board, must stack over wall below when resent ) 1 �' ® outside of hatched zone if at 16"on-center When sheathing thickness exceeds /s , 2x stud wall at Floor panel nail- /i c present) 'i ALLOWABLE HOLES - TJI Joists 1,8'TJ"'Rim Board, 1,4'or v \\ _^ a or 1?Z'TimberStrand 'LSL or No load bearing ( "�- they are located 3"away at 16"on center - \ j" P , �-; 11/" ` Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2 z')at 6"on-center horizontally v , Web stiffener � \ � TJI"joist. wall above Bloc I' Min.distance from Table A Min.distance from Table B Plate Hall-16d 0.135 x 3 z / - king pane. (edge-to-edge)from a A R C W I T E C T S 112 TimberStrand"'LSL or i required on both c ) \_ \``\1. ---- I t _ -L_-__-- _-___--_-�\ -_ t ° ;. \ ��`' ,Web stiffeners required on / / 2x4 minimum Web stiffeners 1's"TJ" Rim Board, DO NOT larger hole. sides at A2W ONLY \\ at 16"on-center* \ / �;'", �- �- 9 TODD O'CONNELL TJI"joist Sheathing / both sides at A3.4W ONLY _„�, .� squash blocks required each side 11'a"or 1?2'TimberStrand 'LSL cut ornotch flange, n,rt c H I T E c T P-C. ;\ Floor panel nail 9 ,.,�, /ti q / q " - -- - - -- - - ---- -- - - rr % /' ; P", \ 1. _ /8d(0131"x 2,2")at 6"on center* boundary nails,.. ,- - 1 j�j,.> / / /� at B3W ONLY \ s% or TJI joist - ----- - --- --- --- --- ------- - -- T �_- - I � 1 $ Y r / \ ;_\ J ,// 1 8d(0.131 x 2z) j� is j -- -- - -1i.4 or 1 rz e�_ t / j i 1- T "' i c / a on-center -- 1s - - D O CONNEL AI/'- \ .l- Web Stiffeners re uired t 4" t j: TimberStrand / y R:'" / " Web stiffeners a,- 3ti' " s I Rlm to Dist \�' q �' / l.- i li,- -- _:- -- -- - ----- - A �y J / �/ i / f / / \ < / re uired on both / - -- -- k - -- - - � �- L, ? �� TO D /' ` \ nail ' - .!' j �=� each side at A3._W ' _ LSL rim board. B1 61 W ti /'' \ % ---j--� �• q 7 / 11� h` ' l �� - Toe nail-10d 0.131" - /i' ;./ / sides of both joist �1' 6 L, 2 x D, D, Closely grouped round Lz 2 x- Dz / 6" G 1200 Veterans Memorial Highway Toe nail, �/ / Toe nail, �; %` �� r-r • ! t/„ ,T c ✓' / / % - IT 1: TJ Rim Board When sheathing r� �= ends at 64W ONLY No field cut holes are permitted If Suite 120 10d(0.131"x 3") / %' 10d 0.131 x 3" / ' '11 '� : 7 •• 12 ) � / �� minimum minimum No field cur Do not cur s x 3" at 6"on-center / �i c ) I I A3.1/A3.1 W only) thickness exceeds /s Web Stiffeners re uired l�,l I- `� (' %�-\�\ DO NOT ' notes in (applies to all holes the group perimeter holes m ^- holes larger Hauppauge,NY 11788 ( Y) q / ,( End of'oistsat g at 6"on-centerr�"�-� at 6"on-center A ``��. 1 i'n"or 1 ?2'TimberStrand''LSL. trim sheathing tongue min /' ) cut holes in cantilever hatched exce t knockouts) meets requirements for hatched than 112"in 9 9 on both sides at 61 W ll�� centerline zones P � Web stiffener TJI"rim joist at rim board and B2W ONLY `" reinforcement. round or square holes. zones canritever P (631) 650-6666 of support • � 1J, Toenail-10d 0.131"x3" required on both Must have 13/4"minimum ( ) Table A - End Support F 631 650-6667 at 6"on-center* Install proper blocking to \ Blocking panels may required pp ( ) sides at Al W ONLY * joist bearing at ends.Attach * support all panel edges B2 l B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support - C(516)658-0325 C � Al W A2 �A2 1 A3 A3.� 33.2 A3.3 Jnwalls above or below—see detail 61 B3 B3W B4 B4W - -- -------- ---- O -_ rim joist per A3Beta►/. /\ ✓ \/ below-see detail B1 \/ JOIST TJI ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE e " -'° " ' � • A3.4 [A3.4 * DEPTH 2" 1 3" 4" 5" 6'z' 7" 8' 11" 13" 2" 3" 4" 5" 61/2" 7" 81 j"I It" 13" �rrr�7'"' 'i;t f'' r h f l.r f l.;,;(',ill l *For additional installation specifications see Rim Board Details and Installation in CA3W� A3. I A3.2 A3.3 For additional installation specifications see Rim Board C J through 2x_cantilever,wood backer andn,�� Nail 110 1'0" 1'6" 2'-0" 3'-0" s'0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-6" - i.( ri{ ':GfF.lr•Iili.rcfi:»,r_Gj,i Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. `\V-, �VV� �W� y ✓ 1%a"TJ / 1'" r Blocking TJI"' Dist web with 2 rows 10d 0.148"x 3" - - - - - - --„ - - - - --- - - -I -- - --- Details and Installation in Weyerhaeuser Installation Guide + - Rim Board or 1.a"or 1,z TimberStrand' 1 ( ) z10 1'-0" 1'-6" 2'-6" 3'-0" 5'-s" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" for Floor and Roof Framing,TJ-9001. LSL.Nail with 10d 0.131"x 3" nails,one each at nails at 6"on center,clinched. 9: - -- -- -'- ---- - - -- --- - - - -- - -- ( ) panel 230 -6" 2-0" 2'-6^ 3'_6" 5'-6" 1'_0" 2'_0" 3,-0" 4'-6„ 5,_0" --- -- --- - - - - ---- - --------- ---- - top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 312')nails with 3Y2'TJI"' 360 1'-6" 2'-0" 3'-0" 4'-0" 6'-0" _ __ ______ __ __ 1'-61, 2'-6" 3'-6" 5-0" 5'-6" --- - - - -- - -- ---- ---- g "J 7 connections equivalent to floor panel schedule. .joist flange widths. - 5so_ r-6" 2=6" 3'-6^ 6-0" T-0" z'-o" 3'-0" 4'-0" 5'-6" 6-o" --- - - ----- -- --- - --- - - ----- --- 6'-0"len th of TJI oist 8"diameter maximum hole for 11/a"- 11/a"TJ"'Rim Board 11/a"or 1Y2'TimberStrand"' \� �. _110 1'-0" r'-0" _1_'-6" z'-0" _22-6" 3'-q' s'_s_ ___ 1'-o" r'-6" 2•-0" z'-6" 4'-6" s-0' s'-0" __ ___ \ reinforcement and filler 16"deep blocking panels;6"diameter / 410 1 0 1_s" z-o'_ z o 3 0"_ 3 s" s'-o' r-o" r-s" 2 6" 3'-0" --- 5 6 s s' ,/ LSL. Nail with 10d(0.131"x 3")nails, i -\ l - -- - - - - 4'-0"length of 8"diameter maximum hole for 11?8 - block. Use 4'-0"length maximum for blocking panels 9 2' iAttach reinforcement to Joist I'll, \ 1+.8' z-o 1 0_ - =s" z-off- z s_ s-o s_s' s'-s ___ i_0 2'o'__z s'__3'-s'� 5'-6"_ s 6_ 7-0" 3/4'reinforcement 16"deep blocking panels;6"diameter with 912'and 11?8"TJI''' or shorter than 12"long. one each at top and bottom flange. / with one 8d(0.131 x 21-z ) ~\J`'`\ �� _3so -1 s 2'-0" 3 0" -3 6 a s�_ s U' T-0" _ i'_s z_6" 3 r" a'-s s s__s s 7-6^ _- 8' diameter maximum hole for on one side at E2, +- Attach reinforcement to Jost nail at each corner %�. �\ // __560 1-6•y 2'-6" 3-0•• 4'-0•' s s' 6'o• 8'-0_ 2'_s 3_6" 4-b" s-6" 7 0'_ 7'6 8'-0" maximum for blockin anels 9 z Joists. Do not cut flanges. 1 �✓; / F1 applies to - Web stiffeners 117/8"-16"deep blocking panels; g P 1 \ / - \y � 110 r-q___i-_0" .V_0° r-0" r-6" z-o• 3'-0° 5'-6" r-0 1-0" r-6" z'-o 3_6" 4'-o 6-0" 8'-a' P 9 P /deep with one 8d 0.131"x 2 z, i � /!: - - - --- - -- - - - - --- both sides at E3 deep or shorter than 12"Ion c Horizontal blockin / uniformly 210 1'-0" 1'-0" 1'-0" 1•-6" 2'-0" 2'-6" 3'-6" 6'-0" _ 1'-0" r-0" z'-o" 7-6" 4�-0" a'-6" 6•-6" 8'-6" ' r Load from above required on both 6 diameter maximum for p g t ,. 1 „ ,•„ g t ! -- - --- - -- --- --- - - - ---__- - -- -_-_- - - - -- --- r q / / Board 1/a or 1,z \ nail at each corner anels between each ,; jib' loaded joists 14" 230 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 2'-6" 4'-0" T-0" 1'-0" 1'-0" 2'-0" 3'-0" a'-0' s-C' 7'-0• s-ir sides at E1 W ONLY blocking panels 9?/2'deep or Do not cut flanges. /:, i1 s TJ"Rim \� P %i j TimberStrand''LSL. Nail with �' / only. 360 1'-0" 1'-0" 1'-6" 7-6" _3'-6" 4'-0" S-6" 8' ----- -- _ ___ g \ ' / 10d 0.131 x 3 nails,one / -t. " 560 1-0• 1-0" 2'-0" 3-0 4'-6" 5-0" 6'-6" 9'-0' 1'-6 3'-0" 4 0" 6-0" T-0" T 6" 9'-0" 10'-0" 1s / tj„ " v„ ,/., �i, l ( ) i� 12"length of .4 \. X /: connections equivalent to Wood / t�, a�` ---- - - - - -- - - - - __-I ---_ \ Do not cut flanges. I \\ 1 s TJ RIm Board or 1 a or 1,z z-., \ each at to and bottom flange. :% \�' % / �d` e� \�� ++o r-0' 1'-0" 1'-0" r-o" r-0" r-o" r-0° 3'-0•• 5'-0" r-o" r-0" r-0" 1'-6" 3'-0" 3'-0" 5'-6" 7'-6" 10'-0 ,'� � / \ �: P 9 reinforcement on /- floor panel schedule. backer a K - -- -- -- ---- - - --- --- -- - -- -- �\.: � h _- �-�.. '. \ /' \ C(� \\e O 210_ 1'0�� 1,_0„ 1,_0„ -,0„ �._0„ -1,6,; 2;6„ 3 6., 6,_0•, 1,0�, -�•0•� ��-0„ 2•-0;, -3,-0„ -3,_6„ 6�_6„ 8,_0�, 11,_�,� / /' TimberStrand"LSL. Nail with 10d J/ s i s '� \ �;, �� �� ,; one side at E5, i, 3 fie./ r ad - - - - - - - --- --' ----- ---- -- / \ �' �' - /% 12"length of 0 161, so - >> �< �!^ �- / :' \� (0.131"X 3")nails,one each at - :��- .,� " ---Attach reinforcement t0 / - I/ g /4' ZL:'Je \ 2 - 1'-0" 1'-0' 1'-0" 1'-0" 1'-6" 1'6" 3'0" 4'0" T 0" 1'0" 1'0" 1'0" 2'0" 3'6" 4'0" T 0" 9'0" 11'0"_ \ % /. both sides at E6 - -- -- - 5' - - ,.., r _ � \ f-: I - to and bottom flan e. � Full de th vertical .% reinforcement on one side -\ 1`1'i e r •�tot� 3so 1 0" 1'-0" _1'0" 1 0" _2'-6" 2-6" 4'-6' 6'-6" 9'-0" 1'-0' 1'-0" 1'-6'__3'-0' S'-0" 5'6" 9'-0" 10'-0" 11=6" '% \ \ �- P 9 / i Joist web with 3 rows P /a �t �� - - - - - - - -- - -- - - -- ��_� '''-' \\ �'�j �� 3/�� I G i' i at E7,both sides at E8 F1 \0� l 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" T-6" 10'-0" 1'-0" 2'-0" 3'-0" 4'-6" 6'-6" T-0" 10'-0" 11'-0" 12'-0" -- - \ f' 10d(0.148"x 3")nails at 6" blocking between / / 2x4 minimum I'll ' �\ ,J`- to joist flange with - rows with Use 2 J �� E7 E8 3so 1'-0•' 1'-0•, 1'-0" 2'-0" 4'-0" 5'6" 9'6" 1 0 _3 0 _4 6 a' to" 1r' t4., 1s341, JJj� "� <� I 7 - / Attach reinforcement each'oist 1 1 4" 6" 7" 8" I0" 12" 14.y 16< 4" 6" 7" ' 1 // r J Less than 5" - -- - M squash blocks 1 \ 560 1'-0" 1'-0"f 1'-0" 2'--' 4'6" T-0" 10-6"- 2'-0" 5'-0" 6'-6 6'-0" 10'-0" 11'-0" 13'-6" ►1 y. . / 2i z /s Less than5" 1e" ------- -- - -- _ _ ' 1 ;' (l p 8d(0.131"x 2,2')Wads at 6 a� TJI Joists. - Gap*: WEB STIFFENER ATTACHMENT - - --- --- __ -- _ .."-_$'-o° 1r-o"_1z'-o° 1a-o° ______ _ (S" I �f 1/s TJ Rim Board or 2 on-center.When reinforcing E5 E6 r 360 1-0• r o" r-o" 1 0 2-0" a o' T-o 10-0" r-o 1_6" 3-0" 4'-6" 8'0" 11 s 13'-6' 1s 6"____ _ 1" f % - 20„ CS Use 2x4 minimum squash blocks to �(// 1/4' or 1,2'TimberStrand LSL. Face gram a�`� g - i$'minimum �60_ r-o _i o"I r-0" _1-0_ z'-o" a s' 0_s_ 11'-0• V-o 3'-6"i s-o" T-0" 10-6" 13'-0 14'6' 15-6" U 1 ' " -- �- - - --- - - Phorizontal both sides,stagger Wads. E4 1 r 3 Q transfer load around TJI joist Nail with 10d(0.131 x 3) CE3�1 Not for use with 3.,2'TJlm joist flan a widths V. 2/4'maximum�E� �E1W nails,one each attop and E2 j g �„ Table B - Intermediate or Cantilever Support I7 # (1,z'for TJI' Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Q bottom flange. \ �' EXTERIOR DECK ATTACHMENT Option#1: 560,560D) j See table below. -_-_--__. -.- --- -- --- --- -- ----- A l subfloor TJI"'joist blocking with end JOIST TJi"' ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE � - pp y Web stiffener both sides. ii' Structural exterior sheathing blocks installed at+ joist-span DEPTH 2" 3" 4" 5" 61z' 7" 8zie' 11" 13" 2" 3" 4" 5" 6}z' 7" 8''y" 11" 13" / adhesive to all 31 P Flush bearing plate required. Flashing locations using --See table below. •With point load from above,and no support Ul \ Hanger height must + gf'- -9001, �i contactsurfaces y / two 1,"g * below,installwebstiffenertighttotopflange tto ---2'_0„ 2,_s.. _3'-s 4s 7-6 - --- 1-6 2'_- s'_s" 5,_6„ s'-6' - - - - -- Z (n Double TJI Joist Filler Block: Han er Backer Block: Install tight Maximum ra overhang - _.. _ _. ._ 9-- - - 9 9 �- 0 8d(0.113 x 2,z) Tight fit (gap at bottom flan 210 2'-0" 2'-6" 3'-6" 9-0" 8'-0" 2•-0" 3'-0" 4'-0" 6'-6" T-6 / \ be a minimum of 60% \ \ %i' --flange) -- V? - --- -- - - - - - -- -- - --- - ofjoistdepth Attach per the table. Clinch to top flange(tight to bottom permitted at beam. Treated 2x - ` " nails or -- - ------- ------- - - - -- _ 230 2'-6" 3'-0" a'-o" 5'-6" 8'-6" _ 2'-0" 3'-6" a'-6" 6'-6" T-6° V Z I \ \, nails when ossible. �j flange with face mount han ers . - V �` i ! /. Na(hng Requirements 3so- s o 4'-0" S'-6' 6'6 s-o' s'-o' 4'-6" 5's' 7'—s•' a'0"fl"�l p - g ) ledger � �sPa i. ' u 2Y2'screws, - Depth Minimum Web ------- ---- -- --- - - ---- -- -- - - -- -- - - - --- '--� � Clinch nails when possible. 11, \ � = . �s -, /' - i TJI Joist Series Number Nails 560 3 6 5,_0, 6'-0" 7'-6' 10,_0„ 4,_0„ 5,6„ - 6;, $,6„ -9,0„ ��� \ " � See fastener t 1, , /\ / - -/ typical (in.) Stiffener Size Type -- - _ ______ - -- - - _ -- - P � o /\\ �\ \ �i/`� ✓i \. -�� -- --1/8'TJ Rim Board or 1�a" 13 I �c<`.Nl a �; :\,/'" j j%' --- ---- End Intermediate, - -- -110 _ _��-o,, -�J_o„ 1,_6.. 2,_s,� a,_o„ a_6 6'-s" ----- 1,_0„ 1`6" 2`6,� 4`0„ 7,_0„ 7,_0„ g`6„ - �i fv \ .//. � / �� \ table eow. Maintain \. t P/ . �__ - - - -- - - - -- 1 In I (1 / \,. / ., z' \�; or 1/z TimberStrand LSL. \ ! / 110 All sis'x 2iis ,,, - - = _ - _o„ z,o•• 3-0•, a 6,• s'o„ 8 0„ 10,_0„ n1 w -�.I u/ /i "o, 210 1 0 1 0" 2 0 3 0 4 6 5 0 9-0' 1\ / �, 2 distance minimum from ,- 210 All 3/4'x 25is""' - ' - - --- n �- t ,n vTo mount ( ) \ // sd 11,8 230 1 0 2 0" 2 6 3_6 5 0' S-6 10 0" 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9-0" 10'-6" O W 7 I rn iP /� / / � edge Of ledger t0 fastener. ' / / 1/ 360_ _ 2'-0" 3'-0" 4'-0" 5'-6" _T-0" T-6" 11'-0" 2'-0" 3'-6" .-0•' 7'-0'• 9'_6" 9'-6" 11•-0" al d ulOF �) OO i / 7 s (0.113"x 2 z) - - - - --- --- --- -- -- --- -- --- -- Iy u1 o w 2. whanger % - '' jf, /- \� 3 3 - 1 _ -i /Option_#2: 230&360 All /8'X 2ys'' S60 1'-6" 3'0" 4'6" 5'-6" 8'-0" 8'6" 12'0" 3'0" 4'6" 6'0" 8'0" 10'6" 11'-0" 12'-0" .0 1 rn(1 5 ��r 0 D'' Fastener Allowable Load Ibs/bolt� � Z --- ------ - - ---- - - y! /' 2X_strapping Installed at/3 16d --_110_ 1'=0" 1'-0" 1'-0" 1'-0" 2'_0" 2'_6" 4'-6" 8-6" - 1'-0" 1'_0" 1_0" 2=6" S'-0 6'-0" 9'0" 12'-0"{- w tL.} ul v IY )w r ul Face mount Backer block YZ'Throu h bolt / <-\ j p g 560 All 2x4"' 1 ,, _21_0_ 1 0 _11-0" 1'-0" _1'0" 2'-6" _3'-0" 5'-6 9'-6" 1'-0" 1'-0" 2 0 _3'_6' 6'0 7'0 10 0" 13-0° do u) F q g / oist-s an locations usin twoi Rim Board Material % la bolt '"' j / 1,,, - -- - ---- - ----- -(0.135 x 3.z ) - 14" 230 1'_0" 1'-0" 1'-0" 2'0„ 3'-6" 4'-0"1 s'-o 10'-6" 1'_0" 1.0• 2'-6" N-0" 6'_fi" T_6" 11_o' 13'-6' ° rn I J 'o f fv �- Throu h bolt with Air S � 2,z screws er oist,t ical -- - - -- - ----both sides of web z" 9 2 9 pacehanger - / --- ------ ----- - - - -- \ P J YP - -- - - - -- - - - ------- r a Illuwith single TJI"'joist 11e'TJ"Rim Board''' 480 695 18" 4 4 360 r 0' r 0" 2'-0" 3'-6' S-6" 6'0" 8'-6" 12'-6" 1'0" 2'0•• X-0" 5'6" 9'0" 10-0" 12'-0" 14'U' I 21 I- 4 ""I M -- -- - -__ - T ILI\) T p_ I-ill - - - --- - \, 16d -- - - �, - (o1 ja'TimberStrand" LSL 610 725 615" Option#3: 560D 20' 2X4jz' S 5 - 560 1 0 1-0" 1 6" 3'6 5_6" 6 6_ 9'_6 13'-6" - -- 3_0" 5 0 T-0" 10'0" 11 0" 13'-6" 15 0"_ hl$ ILi Q 7 in) I OWeb stiffeners required if sides of / , ., - -- -- -- D 22"c (0.135"x 3?"') 6 11 _-110 - 1-0 ��_O" 1_o" r-o 1_0" r_o 2'-6" s_0" 8'-6" V-0" 1'o" i'o" �-0, 3'6" a 6" 8'-6" ti's" 15--o" N n i I n o! m' WWith top mount hangers,backer block required only 1 z TimberStrand LSL 675�- 725 Directly applied ceiling - --__- _-_ -__ _-_ ----- p1Ill( eH 1 hanger do not laterally support at H2 H3 - - ----- - — --- ---- 24"''' 6 13 210 1'-0" 1'-0" 1'-0" 1'-0" _1'-0" 1'-9' 3'-6" 6'_0" 19-0" 1'-0" 1'_0•• 1'0•• 1_6'_ 4'_6" 5 6'_10'0•• 12'6" 16'-D" ill lY Iu -i fJ n1 n I �[1 for downward loads exceedin 250 Ibs Or for U lift 1 Corrosion-resistant fasteners re uired for wet-service a lications. _-__- ____ _ ___-___ __ ___-_____ _ __ ___- - uJ" O3 9 P O q PP - ----I----- T .) __,dI in V i least rs of TJI Joist top flange �. , LA PnB1 When specified on the layout, one of W 16 23o i_o _1_p_ 1-o -o i-s z-o" a-o s'-s" 1r-o" r-o" r-o" r-o" 2-s' s-o" s'-o" 10-s 13'-s" 1s'-s' (, -, , Tconditions. For naiiin re uirements see a e 5 TJ- (2)Allowable load determined in accordance with ASTM D7672. L (1)PS1 or PS2 sheathin ,face rain vertical - -- - - - -- - --0 -- -- 1 - -- III i-ty-1 �) W l�g q P J3 r �/ C g g 360 _ 1'_0" 1'-0" 1'_0" 1'_0" 3'_0" 4'-U' 6'_6" 10-0" 13,_6•' 1•-0.' 1,o., _z'_o" a•_o" 7'_6" 8'6" 13._0.' la's" 1T_o'. it] o O9001,Weyerhaeuser installation Guide for Floor and (3)1''8'TJ"'Rim Board is allowed with joist depths- 16"only. the bracing options above is required (2)Construction grade or better 560 1=0" 1'-0" 1'-0" 1'-0" 7-6" 3'-6" T-0" 11'-0•' 15'-0• r-o" 1'-0•' 3'-6•' 5'-&' 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" iif I- a d)in i 0 ill I-jy = 13 RoofFraming, TJ-9001. (4)Maximum'-'shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI '560D Joists 4" 6" T' s" 10" 1z" 143a' 16�a" 4" 6" 7" 8" 10" 12" 143y" 161Q' 0(y dI III 'i-1 Z(0-f d(1((' V ~d _I IY t- 1 IBEAM DETAILS FASTENING of FLOOR PANELS 18" --s360 so-_- i' ,=o" z-o" s'-- io'-O" 14 _- - a'_o" -o" ,4'-6" 16-6" ?9'_0" - - Q- -)a) is o-I(y)w FILLER and BACKER BLOCK SIZES Guidelines for Closest On-Center Spacing per RoN, 15 6" _ 1'0'• 6'0•' 8'T 11'-6•• 16'6" 18 0 19•-6" in ul ILI O T-,O L -f II)Ill ---- -------- ----Rim Board 13,4. TJI�Joists 110 210 230 or 360 360 560 560D 20„ 360 r-o 1'-0' r 0' _r o' 3'-0" 6 0" 1 r 0' 15'-0" 1_o'• r-6•' 4'-0" T_0" 12'-6" 1s's' 1s'-o" 20'-6" T in z'uI iy I-T ILI -T (i, I v " TimberStrand LSL TimberStrand LSL Microllam Parallam _560- � - 10 0 �) BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1 s"TJ' ,, 7 „ ,/„ 1 „ 7„ 7 „ -r-o" r-o" r'-o" r-o" r-s" s-6' 1r-s" 1s'-s" __ r-T -3 0„ s o 8 s tao i�s 1so_ zo'-s" ly iii Q)l u1BEARING AT WALL \ and 230 560 Rim Board 1Ya" 11z' or wider LVL PSL Depth 9-z -11/8 14 -16 9 z -11 s 14 -16 9 z -11-s 14 -16 18 -20 11/$ 14 -16 18 -20 22 -24 Rectangular holes based on measurement o/longest side k)in p)0 O y T--ill O OR WINDOW HEADER CONNECTION �\\�\CONCRETE WALL gd(0.113"x 2'z'),8d(0.131"x 2lZ') 4" 3" 6" 4" 3" 3" 4" 4" Filler Block(�1 2x6+3; 2x8+?' 2x6+yz 2x8+,2" 2x12+;' Two Two Two Four/4'x 15 • Leave Y8'of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. l)FI kn u1 ill dd I yIj 3'^11/8"TJ" Rim Board or Strap per code if top plate -\ - --- x x8 s z • .--- -- ------- --- 1,n.- - - -- -- -- ------- ------ 8 3 �)d v {to I ILI U D'0 d) V"2 6 2 Tables are based on uniform load tables in current design literaturei q^(3l 4"(3) (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing Ili D'III i- / 11"'or 1 %"TimberStrand` is not Continuous over \ \\�\ ( )' ( _ _ __ _- -______ _-- -- - ____ • wn ne maximum size round hole y e locateda 2 " \ 10d 0.148"x 3" 12d 0.148'x 3 a ) 6" 4" 3" 3" 5" 4' nif (1F -7 �. �� - ----_- - - _. -. _ - -. _. -__-__--_- - �. .� —__-- --___. -- - ___-- _ 3;.. 3•�� --_-L -_— 1,•• dI ILFor simple span 5'minimum) uniform) loaded joists used in residential applicaf s o ma b\� LSL or blocking for lateral header ,/ \ �, �� 16d(0.162"x 3'Z) 6" 6" 16 fa) 6(5J 6(s) 6 is) 8"(a) C r 2x6+,8 2x10+;e 2x6+ z 2x10+,z at the center of the joist span provided that no other holes occur in the joist. f_ Ui f II m ul F\ >/� i / ,' \, --- -------------------------- -- -- --- --- ---- - - -- - ----6„---- sheathing sheathing sheathing sheathing Not applicable 0) OO'f -I0 0I Oantilever Fille 2x6 2x10 Notc_ su ort /..c!- / \ �- 1 Sta er nails when usin 4'on-centers acin and maintain%8 joist and anel ed a distance.One row of fasteners is ermitted two at abuttin (Detail E4) 4'-0"long 6'-0"long applicable O"i in I m r1 O ID PP / O 99 9 P 9 P 9 P ( 9 4'-0"long 6-0 long 4'-0 long 6'-0"long --- - T t- I in Iy) a i-T O/- ALLOWABLE HOLES - Headers and Beams t I ly l I O Z �:� ' panel edges)for diaphragms.Fastener spacing for TJI"joists in diaphragm applications cannot be less than shown in table.When fastener spacing for - - -- O i/ \` \ i Backer Block(I I i1`' UI l�Stra er code if to > i iw o/' p p p % ;= / blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI"'joists. Detail F1 s"'or 3/" 3/"or t ' � "or 1"Net 2x6 2x8 2x12 Two3'4'x 15" ® (Y t✓i T I iy in- plate is not continuous �� / j (2)For non-diaphragm applications,multiple rows of fasteners are permitted iif the rows are offset at least'/2'and staggered. ( 8 a a /e /e �.55E TimberStrand LSL Headers and Beams (I t ? r p�-. or H2) sheathing ( W w'/ i� ' ' I`{ - ! a ^ 3 With 10d 0.148"x 1%" nails,s acin can be reduced to 3"on-center for li ht au a steel stra s -----__ _- _--_ ------_--------- -_ -_-__------ -__------__-_-_-___-_- --__ -_-___- -_-_- _ -- -_- _ -- 2 x diameter of the ul uI 0 n w (I(T'1jn\ over column �- / ' : Jd O ( ) P 9 9 9 9 P 1XI1 / i' To mount / '\ Filler 16d(0.135"x 3 Y2') J '1'( + I- <O I I O i� ,Q/ / >'. � P (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1.4'(to minimize splitting). Nail Size 10d(0.128"x 3") (0.128largest hole(minimum) I I Qi O[)I-Ovlahanger /" (5 Can be reduced to 4"on-center if nail netration into the narrow ed a is no more than 11'" to minimizes littin _ Backer _ - _ _ _- -- — --- - _10d(0.128"x 3") /de th �'� ) g a ( pg) 1 Allowed hole zone Protect untreated 6 Can be reduced to 31z"on-center iif nail netration into the narrow ed a is no more than 114'(to minimizes littin 3 p Column0 � Face mount ( ) � 9 P g)' Nail Filter 15 one side 15 each side 25 each side /han er wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede 15 - - - ------- __ -- - -- - i -- ----------- __..— -- g contact with recommendations listed above. Quantity(zl�� ' Backer 15 15 15 I--- -- - --- - - - --- Concrete ■Maximum nail spacing for TJI joists is 18"on-center. ------_--- ------_— ---___-- __-- _ -____ Q CD L1 1 L2 L3 See current Weyerhaeuser L4 - - - -- - - _-.__ -_- - - - _ - -____ - 1 L, I r ■14 ga.staples may be substituted for 8d(0.113"x 21Z")nails if minimum penetration of 1"into the TJI"joist or rim board is achieved (1)If necessary,increase filler and backer block heightforface mount hangers and maintain gap at top of Joist,see detail W Fillerand backerblock \ -\/ �/ literature for framing connectors �..%' 13 dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks) " r _- _-� 1.55 E TlmberStrand�LSL ■To minimizes littin maintain ed a distance and ro ?-_ ws acin of 2/x nail diameter or/ ,whichever is reater. - --- - -- P 9 9 P 9 z s 9 (2)Clinch nails when possible Header or Beam MaximumRound ■Nailin rows must be offsget at least Y"and sta ered. pa9 Y Depth Hole size 9 z 99■For recommended nailin and adhesives,see INSTALLATION RECOMMENDATIONS on e 2 of the We erhaeuserInstallation Guide for Floor - - --_ --__-_ ---._ -// cantilever and end bearin 9'a 91z 3and Roof Framing, TJ-9001.Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 6' -8"- 1114"-��%" 3%"Fastener Installation Requirements I �;/ / gs by blocking /� N �' 14"-16" qs-e' -------- - ------- - - -- //',�� TJI joist floor fram►ng does ji-L E1panels,hangers,or direct attachment to General Notes See illustration foraiiowed hole zone Piece #of Fastener '-/ �� /---- ---- ------ -------- - ----------- -- O/ -- _ a rim board or rim joist. /jWidth Plies Type(,' Min. Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or _ _ � • Allowed hole zone suitable for headers and beams with BEARING AT 10d nails 3" 3"' sides,stagger fasteners on the second % ' mid-span blocking J uniform and/or concentrated loads anywhere along the member. J 12" side so they fall halfway between / • Round holes only _ = / 1 • No holes in headers or beams in plank orientation. COLUMN 2 12d-16d nails 3 Y4' 2' ' One side fasteners on the first side. 'L� / /Screws- 3%"or 31,2' 2 24" - -� l HZ ' / / 1I Other Trus Joist® Headers and Beams/ / 10d nails 3" 3"` /j ," Al � / 1 \ i Rim board Dint \ J i � to12" Both sides i \- 1, / 1 J12d-16d nails 3 Ya" 2' i DO NOT bevel cutjoist � / • l \ between oists Microllam'* LVL Z 3 -_ - - ---_ _-- __ / E2 / / \ "- / / J DO NOT overhang seat cuts 1.3E TimberStrand" and Parallam'"PSL ( ' 0 rll'��.i¶•? z // beyond inside face of wall. �/ �yi on beams beyond the inside LSL hole zone hole zone .___ 2 x diameter of the I'de th 13/4' 33/8"or 3?"' Both sidesScrews - - ---- 2 24" --- " Load must be applied evenly across � - - / - \. % / / A3. 3 P F5" One side / entire beam width.Otherwise, uses _ \ \ � ��� �, /�; / face of s pp rt member. \ g t hot ( mimu ) w---- -- ------ -.. . -- - - ---- - -- ----- y '�i / / DO NOT cut,notch or drillVerify column capacity 10d nails''' 3" 3"' / connections for side-loaded beams. / \_ \\' i / i - -�---- - --\- ---- ---- -------- m' (�u o ar es a m'and beam bearing -__--..__ .__-__ 12" One side J . ,�� � � \\ ji // / / Holes in Headers or beams 1�IL5 12d 16d nails ' 3)4' 2. (pet PIY) i" \\ - -length.See current 4 - r• \ % / \ d ( l except as indicated in O - - --- -- - -- - - - - - - / ,/ i L - -- - -- 1 o illustrations and tables.% 7 l - � oJWeyerhaeuser literature. 5"or 6" Both sides 1, ,I\ j/ mil /,: \- � �� - U Z Screws _____3 2 24" -- ---- Multiple pieces can be nailed or bolted together to '' �, ��\ � i �� :\ CS °; �" -- -- - - - ------- -------- - - 6 16 /a" One side form a header or beam of the re uired size,u to a TJI rim joist :' �� � � / \\ Microllam" LVL and Other Trus Joist©Beams is5"or 6" Both sidesCLE maximum width of 7" / \_\\ \ i / i L3 \\ 1'8 TJ 'Rim Board or Parallam"PSL Header or Beam Maximum Round NScrews ----- 2 24" - \ / �= allowed hole zone De312' 2 63/a" One side rA21 \ ' �\ i \ 1 'or 1 ,2'TimberStrand"LSL. -- pin Hoie Size--- Q-------- - - ---- - ----- - ---- ----- -- ------ l I e 3 P n 12'bolts 8" 2 24" \ \ '/ i \ - ,z,--- - - -�34- --- `�1 s" / \ f� i _ _ _ _ 5,____-- -- - _---_-_____ - �\ � - __j d 1.3E TimberStrand® LSL allowed hole zone d -i --- (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162 diameter;screws are SDS,SDW, USP WS,or TrussLOK '-\_ \ l;jj \- \ / L1 7/,"-20" 2"2 An additional row of nails is re uired with de the of 14"or reater. \ / i, See illustmtion for Allowed Hole Zone COLUMN DETAILS c ) q P g ,;; / H1(3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. I \\� / j '%i, I , General Notes P } \ \ '- W 11`\-\-- \ �� 62 p \ ^"'ii • Allowed hole zone suitable for headers and beams with uniform loads only.\ / II \ ��I / / • Round holes onlyBEAM ON L5 \ \ \ :\ \\ �� / 'NAILING AT BEARING FLOOR �l \ \_ \ �// �\ No holes in cantilevers. COLUMN CAP ) J .V \ J` '\ , \\ B3 \j /TJt®Joist to Bearing Plate Squash Blocks to TJI Joist� / \ \ \ \ \' / ' '' • No holes in headers or beams in lank orientation. 1 t/a"TJ" Rim Board of (Load bearing wall above) \ \-\\`\ \ ,•„ 1-.. Joist maybe shifted up to 3"if \� \ i'' 'I '\. Zia or 1,z TimberStrand'"'LSL. One 10d(0.128"x 3") P1 \\� \ Use B1 or 62 at / ;'� / % j ++�floor panel edge is supported�\ �. _______ C One 8d(0.113"x 2?2') _--_--_ nail into each flange and span rating is not exceeded. g ' '� \ I %;. / //JB4 - ��\ intermediate beal�n s.JJ \ / � Do not cut joist flanges. \ with load beann Or \ \ / 'l 1 7- b ") nail each side. Drive � � J.1_! i--1nails at an angle at j braced/shear wall / \�-� / 'I '1, � \ Plumbing Drop \- �" \\, / (n J�H < mleast 1/1Z from end., from above "' '' � v1 - - �� ' / End ofjoists / \ - ---- ---; n - `: n_/ l � - - - � /i i i at centerline . ;' ' / \ +� O 3,12"minimum , --- ------ -- -.- .- ----- -- - of support L2 1 �\ " / — % Also see detail B2 i �-- ------ --i--t - " T T \ �'COLUMN BASE 13/4'minimum end bearing intermediate bearing - {} \ \}, / \ \ ' /single-family applications 514'may be required I" / \ \ \\ \\for maximum 11 %/ H1 �/ 1 \ \11 /-- \/ i ° Shear transfer:ConnecSons equivalent capacity / O \�\� \ �\,)� \�� / _ - - 7— to floor panel nailing schedule [- l I- I I I_,I I J \\'\\ \ �\ >' -- VO•• -- -- - - ---- --- -Rim to TJl®Joist- --- --------- � \ � \ (�1Ie"TJ 'Rim Board, \ � \Z — VLH 1/a"or 1 /2'TimberStrand'LSL. TJf S60 rim Dist.Toe j q \ o \\� \ / - + + b I Additional oist is re uired if - % - nail with 10d(0.128"x 3") r ^ \� o \\ -- \ DO NOT use sawn Lu (��- . \ or TJI"110 rim joist: nails,one each side of - floor panel edge is unsupported L4 a, \I - \ , \\\ \ / lumber for rimNVor if s an ratin is exceeded. \ Exterior Deck (n < +�- P2 One 10d(0.131"x 3")nail into TJI"'joist flange TJI"'560 P g \ \ � � LA board or blockingeach flange floor Dist ^ \ � \ Imo, Attachment as it ma shrink � OO X TJI"210,230,and 360 rim joist: J a ' �� \\ , ' Structural y O One 16d 0.135"x 3t/" nail into -� INSTALLATION TIPS , o � after installation.T� -- ( z) _ \ ,,,y: \ I\ \\-� sheathing `JUse only OCOLUMN BASE >-� each flange. " •subfloor adhesive will improve floor performance,but \ \\o \ Iengineered lumber. O134'minimum bearing With depths> 16",use TJI 360 rim joist. may not be required. - � 0 \\ _,To View \ � (�/Locate rim boardjoint betweenjoists. p \\\ \ \\� •;"� /�' Safety bracing(1x4 V I- Q- - -- ----------- _ - -- -- - -------- - -__. -_-._-__- -- •S uash blocks and blockin anels carr stacked Protect untreated wood \ I'q g P Y \� \1: ti.= // minimum)at 8'on-center(6' nBEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with 1 \\ 0 \\" / See ALLOWABLE on-center for TJI 110 joists)andz> - of a TJI"'joist(with web stiffeners)is not a substitute concrete 1,12'knockouts \ `\\\ v</ '�1H3� HOLES extended to a braced end wall.I / Vk TJ Rim Board or for squash blocks or blocking panels. at approximately , �\/ /j Fasten at each joist with K ^, - 11,4'or 1 Y2 TimberStrand`'LSL. 12"on-center �� / two 8d(0.113"x 2?2')nails minimum-__° ,/ •When joists are doubled at non-load bearing parallel / (see WARNING). Q-} ` partitions,space joists apart the width of the wall for Bearing plate to be --- -"- 11 Optional E__-i j Ll-_ plumbing or HVAC. • ® °a-TM flush with inside faceCPS non-shrink � � '✓ ,- ()/ Dgvenails at an See framing plan(if applicable)or r of wall or beam 1Z ryWgrout One 10d (C.128"x 3")nail each an le to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). ►Il 0 M side of member at bearing, splitting of plate and RoofFraming, TJ-9000. For minimum i Xt,. 1?/2'minimum from end end and intermediate bearing lengths. A Weyaha=err (VZQ -t Q 0 X 13 ZThis sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. 0 000 (a i I TABLE RC 02.✓(I) TABLE RC 02.5(I) Al-LOWA51-E_PEFLEC.T1O--N_OF'_STRUG,%RAL MEMBERS* AS PER - - TABLE R507.2.1 FASTFNINO SGHFDUI- FASTFNINCa SCHFDULF GONTINUFF-) T31EJO1' FLAGEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS NUMBER AND TYPO ITE DESCRIPTION OF BUILDING ELEMENTS a,b,c 5PACING AND LOCATION TCH DC5CRIFTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING O� FASTENERS ALLOWABLE A R C H I T E C T 5 NrERMCDIATE STRUCTURAL MEMB) R MINIMUM CND AND EDGE DISTANCES AND SPACING E3ETWEEN ROWS TODD O'CONNELL O FASTENER OF FASTENER n R C II I T E C T P.C. Roc tDGES n SUPPORTS c,e DEFLCGTI ON r (INGHES) (INCHES) 4-ad EOX (2 °xo II3") cR RAFTERS HAVING SLOPES GREATER THAN S/12 L/180 TOP EDGE BOTTOM EDGE ENDS ROW SPACING WOOD STRUGT'JRAL PANELS, 5U57LOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMIN,-� AND PARTICLE BOARD WALL I BLOCKING BETWEEN CEILING JO15T5 OR RAFTERS 3-5d COMMON (2;%"X0.131"),OR TOE NAIL SHEATHING TO FRAMING[5EC TABLE R6023(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING1 WITH NO FINISHED CEILING ATTACHED TO LEDGER" d b TO TOP PLATE 3-lad BOX(2 y2"Xo 12a'),OR RAFTERS 2 ING++ES i4 INCH f 2 INCHES 5/a INGHESb TODD O CONNELL, AIA 50 Qo.Irra) NAIL cSLPa-LooR,wALU -------- -- BAND JOIST 7 b 3-3"X0.131' NAILS ,a Y2" P d GOX O�3�(' - ----------------- il 3i' - /z X0 of)NAIL (roof);or R5RS-OI 6 2f INTERIOR WALLS AND PARTITIONS H/1,50 c 4 INCH 2 INCHE5 2 INGHES 1 5/a INGHESb 1200Veterans Memorial Highway 4-ad BOX(2 X0.113") OR - -- --- ----- ---- -- --- ----------------------- w - ad COMMON NAIL (2 Y2"xO.131");or R5(R5-01; f FLOORS o Suite 120 3-ad COMMON(2 Y2",XC.I-I");OR 31 _ 1" 6 12 L/�60 FOR L ING F254 MM r r Hauppauge,NY 11788 < CEILING JOISTS TO TOP PLATE PER 015T, TOE NAIL 'A" x 0.113") nail (roof) INO i- ---- -- - a. LAG SGRCWS OR BOLTS SHALL B STAGGERED FROM THE TOP TO THC BOTTOM ALONG THE HORIZONTAL RUN OF THE DCGK LEDGER IN ACCORDANCE WITH FIGURE R5072I(I) 3-10d BOX(2yz"xo.12P");OR GCILING ,KITH BRITTLE FINISHES (INGLIJDNG L/560 b. MAXIMUM 5 INGHES. 3-5"XO 131" NAILS IOd CCNIMGN (3"x014¢') NAIL,OR c 1 32 I ie" - I Ya" .� 6 12 PLANER AND STUGCOJ G. FOR ENGINEERED RIM JOISTS, THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. P(631)650-6666 ad (_Y2"X0.131') DEFORMED NAIL --- - d. THE MINIMUM DISTANCE FROM BOTTOM ROW C" LAG SGRCWS OR EOLT5 TO THE EDGE OF THC LEDGER SHALL BE IN AGCCRDANGC WITH FIGURE R507.21 I) 4-ICd BON (=,"Xo 12e") OR G,DLINOS WITH FLEXIBLE FINISHES (INCLUDING L1240 F (631) 650-6667 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, - OTHER WALL SHEATHING LAPS OVER PARTITIONS 3-16d COMMON (3Y2"xO 162"),OR GYPSUM BOARD) C(516)658-0325 .. n ---- ---- - --- (see Section R8025.2 and Table 90252) 4-3X0.131 NAILS FACE NAIL 3= yz" STRUCTURAL CELLULOSIC,CELLULOSIC, FIBCR..OARD I Y2" GALVANIZED ROOFING NAIL,7/i6" HEAD SHEATHING DIAMETER,OR I Ya" LONG I6 go 5TAFLE WITH 3 6 ALL OTHER 5TRUGTURAL MEMBERS L/240 TABLE R602.1 O.5 7(6" or r GROWN _ -- MINIMUM LENGTH OT BRAGFI� I�ALL FANFLS EXTERIOR WALL_ WIND LOAD" WITH PLASTER OR H/�60 tflft�f,f.i(f r('f(j(i:nf i:W.(r Iii CEILING JOIST ATTACHED TO PARALLEL RAFTER I ;-:�" GALVANIZED ROOFING NAIL, �/6" HEAD 4 TABLE R802 2 3'2 STRUCTURAL GCLLULOrIG FIBERBOARD (HEEL JOINT) (see Section R8O25,2 and Table R802.52) FACE NAIL J4 _s DIAMETER,OR 1 i2" LONG I6 ga. 57AFLC WITH _ 6 STUCCO FINISHES r MINIMUM LENGTH i'f,G`f;r_.',f;{)GF,(7.(;ji.f•_ ,f (7). SHEATHING 7 --- ------------- -------- ------ -- ---------- --- ---- METHOD ' L d Y' GALVANOCD ROOTING NAIL;STAPLE - WALLS _ WIND LOADS" WITH OTHER H/2-10 (INGHES) CONTRIBUTING 4-ICd EOX (3"XO 12,5") OR NIcHr-5 ADJACENT CLEAR WALL HEIGHT LENGTH Od COMMON (=Y2"XO 14a");OR y" GYPSUM'HEATHING GY LVANIZED, I) " LONG;I Y SGRCWS, EXTERIOR :>s � BRITTLE FI COLLAR TIE TO RAFTER,FACE NAIL OR I Y4" X 20go =- 4 7 7 -_ _ OPENING HEIGHT (ING�CS) 5 RIDGE STRAP TO RAFTER ✓ FACE NAIL EACH RAFTER TYPE W CR 5 ----- --- ) e FEET 9 FEET 10 FEET 11 FCCT I2 FEET 4-3°xo.131' NAILS EXTERIOR WALLS - WIND LOADS" WITH FLEXIBLE H/20d (INGHES d I 3a" GALVANIECD ROOTING NAIL, STAPLE -" ' 'b 5g" GYPSUM SHEATHING s c 7 7 FINISHEr G5-W5P < 64 24 27 30 33 36 ACTUAL /CA�VANIZCD, I /�' .>GREWS, TYPE W OR S 3-I6d BOX NAILS(3 2"XO 155") OR 2 TOE NAILS ON ONC SIDE WOOD STRUSTRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMCNT TO rRAMING LINTELS SUPPORTING MASONRY /CNEER WALLSe L/600 6 RAFTER OR ROOF TRU55 TO PLATE 3-IOd COMMON NAILS (3"XO 14a"),OR SIDE AND 10 OEACH RAFTER OR E NAIL ON TC 3, bd DEFORMED (2°xo Ito") NAIL;OF NOTE: L=_ AN LENGTH, H=SPAN HEIGHT 4-ICd BOX (3"X0.12b"),OR �7 4 AND LESS 6 12 c,c% 4-3"X0.131" NAILS TRU551 ed COMMON(2 y2"XO 131") NAIL ed COMMON (2"XO.131°) NAIL;OR o FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS 3� 7/e" - 1° 6 12 HEREIN, THE WIND LOAD SHALL BC PERMITTED TO 51: TAKEN -4-I6d (3 �"XO 135") OR 2-d DEFORMED (2!�"x0.120") NAIL 4-IOd BOX (3"xo.l2a');OR TOE NAIL od COMMON (3"xo.14a') NAIL,OR AS 0.-1 TIMES THE COMPONENT AND CLADDING (ASD) LOADS 4-I3 dd O1�NAILS MON XV);O");OR 3q Yg Y4° to DC COMMON ( (2.14,5" NAIL, NAIL 6 12 b ORTAINE� FROM THE TABLE R301.2(2). 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR ANT1I-E\/ER MEMBERS, L SHALL EE TAKEN AS TWICE ROOF RAFTERS TO MINIMUM 2" RIDGE BEAM (3 "X0.135") FOR 51: 1 inch = 254 mm, I foot = 5048, corn, I MILE PER HCUR = 04-17 m,'s; I ksi = 6&615 MPa 3-I6 d BOX OR THE LENC3IH OF THC CANTILEVER. 2-Ibd COMMON (3 k"XC.162"),OR Tot NAIL e. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN 3-lod BOX (311XO.I2a");OR o. NAILS ARE 5M007H-COM-CN,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERW'SE 5TATCD. NAILS USED FOR FRAMING AND SHEATHING ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO 3-3"X0.131" NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN PC, K51 FOR SHANK DIAMETER CF O.lc2 INCH(.-ad COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS LIl WALL COMMON NAIL),q0 K51 FOP SHANK DI -1--TER5 LARGER THAN 0.1-12 INCH BUT NOT LARGER THAN O 17-1 INCH, AND 100 K51 FOR SHANK DIAMETERS OF O 142 INCH OR LESS ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF IY� Ibd COMMON(3)2"XC.162") 24" O.C.. FACE NAIL h, S-APLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/I6-INCH ON DIAMETER GROWN WIDTH GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED r e STUD TO STUD(NOT AT ERAGCD WALL PANC1-5 a, c. NAILS SHALL EE SPACED AT NOT MORE THAN b INGHES ON CENTER AT ALL SUPPORTS WHERE 5FAN5 ARE 4a INGHES OR GREATER. ad (3"ko.l2 );OR L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE 3"x0.131") NAILS I6" OG PAGE NAIL d FOUR-TOOT BY a-FOOT OR 4-FOOT BY q-FOOT PANELS SHALL BE APPLIED VERTICALLY- � � T N e 5PACING OF rASTCNCR5 NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE RbC2 5 (2). LENGTH O' HE MEMBER, WHICHEVER 15 MORE STRINGENT. O f WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LC55,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO FOR SAN'DWIGH PANELS USED IN ROOTS OR WALLS OF Ibd BOX(3 Y2"Xo 135");OR z $k q STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"X0.131" NAILS 2" O.G. FACE NAIL GABLE END WALL FRAMING SHALL BE S D PACE b INGHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED IS GRCATCR THAN 130 MPH, SUNRDOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD d ,\ CORNERS (AT BRACED WALL PANELS) NAILS FOR ATTAGHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL EC BE SPAGCD b INCHES ON CENTER FOR MINIMLIM 4a INCH DEFI_rGTION SHALL NOT EXCEED L/20. V Ibd COMMON (5Y2"XO 162") 16" OG FACE NAIL DISTANCE FRCM RIDGES, EAVES AND GABLE END WALL5;AND 4 INCHES ON CENTER TO GABLE CND WALL FRAMING. _ g GYPSUM SHEATHING SHALL CONFORM TO ASTM C 1316 AND SHALL EE INSTALLED IN ACCORDANCE WITH GA 253 FIBERBOARD SHEATHING d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM _I bd COMMON(3Yz"X0.162") 6" O.G.EACH EDGE FACE NAIL SHALL CONFORM ASTM G 20a. BOARD ( INISH SHALL BE LIMITED TO AN ALLOWABL E Z rn 10 BUILT-UP HEADER(2" Y2 TO 2" HEADER WITH " SPACER) h. SFAGING OF FASTENERS D EDGES ON FLOOR SHEATHING CGCS APPLIES TO PANEL DES SUPPORTED BY rRAMIN MEMBERS AND RCCUIRCD v1 Ibd BOX ( )/2"XO 135) 12" O.G. EACH EDGE FAGC NAIL BLGGKINr3 AND AT FLOOR PERIMETERS ONLY DEFLECTION OF H/1 b0. SPACING OF FASTENER ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES O SUPPORTED BY FRAMING MEMBERS AND RCOUIRCD BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGE5 PERPENDICULAR TO 0. REFER TO SECTION R-05 a.2 5-ad BOX(2)/2"XO.113");OR THE FRAMING MCMBCR5 NEED NOT EC PROVIDED EXCEPT AS REOUIRCD BY ETHER PROVISIONS or THIS CODE. FLOOR PERIMETER SHALL BE Z II GONTIN,IOUS HEADER TO STUD 4-ad COMMON (2 2"XO 131"),OR TOC NAIL SUPPORTED BY FRAMING MEMECRS OR T-OLID ELOGKING, 4-I0d BCX ('"XO 12P_" I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GCILING J015T IN ACCORDANCE WITH THIS SCHEDULE , PROVIDE TWO TOE NAILS ON ONE SIDE OP THE RAFTER AND TOC NAILS FROM THC CEILING JOIST 70 TOP PLATE IN ACC.ORDANCC WITH THI5 SCHEDULE. THE TOE NAIL ON j < N THE OPPOSITE SIDE or THE: RATER SHALL NCT BE REOUIRCD > ul [III U bd COMMON (3 Y2"X0.162') I6" O G FACE NAIL n-I-t ) I; 2 TOP PLATE To TCP PLATE Od BOX (3"XO 128");CR n $z I F II'u IY Id llD Q ii>1 0 O 0 CD 3"X0.131") NAILS 12" GO FACE NAIL d F 1. TABLE Rc502.11 RAFTER OR TRUSS UFLIFT GONNI-CT1ON TORGGS a � ;,,,°(v�tltt� -Ie-l6d COMMON Y2(Xa I C")&OR OR END JOINIT�INIMUM 24" LAP FROM W ND (ASD) (FOUNDS FER GONNEGTION) ab'G`�'�lF o°��_,--I0 TV 4 1' �)o h DOUBLE TOP PLATE SPLICE c F I{) t 4 O d(Y ul a 12-I0d EOX (3"X0.12a"),OR SPLICE LENGTH EACH SIDE Or EXF`-05URLE I y 1_ U I,I l) i m I2-3"X0.131" NAILS END JOINT) 7 ill V�T iI T ULTIMATE DE51ON WIND SPEED Vult (mph) s ty vi�)Ill 0lilly �� m l Q RAFTER OR ROOF SPAN 1�O mph 1.40 mph V 7RUS5 SFAGING (FELT) will t -I)1 z ) ['I U.l v pl t 1- -I'JI,I5 IIIIto V ul ) {I�_ttn�)�)ul�)In ROOF flITGH ROOT PITCH 1 I -f In I `)[)uD i Iv = O bd COMMON (3 Y2°X0.1-2') 16" CO, PAGE NAIL <5:122 >5.12 �,5:12 >5 12 O ly nl It_z l� 11i1 O p Ft 14 BOTTOM PLATE TO JOINT, RIM JOIST, BN J AD OI5T OR (1 d-Ad d i l A d O BLOCKING (NOT AT BRACED WALL PANCL5) 16d BON (3)',"XO.135'),OR 12 015 122 I I✓ t" [l t[1 Iv 6 j Q }- 2" oG FACE NAIL 18 122 112 I,. l 146 iinlrilr`�nn�LL � X0131") NAILS q • BOTTOM PLATE TO JOINT, RIM JCI57, BAND JOIST OR 2-I6d COMMON (3 Y2"XO.I62');OR 2 EACH Ib O.G. FACE NAIL 24 14- 7 c12 1� tUl�lllF- bd BOx (3 Y2"XO 1�5");OR 3 CAGH I6 - 26 200 tl Y(✓Y U it i;i n`n)u " O G FAGS NAIL 2° O G "J 67 .,o 5 BLOCKING (AT BRACED WALL PANELS) 4-3"X0 131" NAILS 4 EACH 16" Or- FACE NAIL 52 If35 170 2=-'O 222 d N n)It Owl 4 z to O 56 2U� h56 264 244 4-ad EOX (2 �"XO 113");OR 42 250 211 :HOC -1� 111 I- 11)T tlail)I)'S1 ZOp 3-Ibd BOX (3)�"XD 135");OR - 01 O>it l I O 11 a O N t 2 �)Ip l)ZdilI 1i1oWo In 4& 25eU 256 �6 51 1 m 11 W I I ul��kn ul dl 1 Ill O II n)111 11 O r 4-ad COMMON (2 Y2"X0 131"),OR TOC NAIL 2 26 ) 162 5O lj��1 t n�) -1 fll DI O O 4-Ioa Box (3"xo 12b");OF Ia 162 14� 20q IG4 z r )Ii1 o d t ] o Z 6 TOP OR BOTTOM PLATE TO STUD 4-3" x 0.151 NAILS 24 1018 182 255 2a7 -I6d BOX ( • "xo 135");OR 28 222 20: - 7 266 2-I6d COMMON (3) "k0 162');OR CND NAIL 6° O G. ')111-T i-��ty I'l)�) uI 3-1 ad BOX(3"XC.126");OR u1 t t d w ) > J�' 246 «6 J1� 2q5 dT 'dFlZdIt, Q I- ddl- S)O(I1 0 Q 3-3"XC.131" NAILS 56 2 70 247 551 525 i 1 z 1 I-. {N 7 I- O 42 ✓O6 2�1 ✓old S"10 3-1od Box (3"Xo.l2(,3'),OF, 48 343 � 4 4-4-1, 4 E1 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-I6d GOMMON (3 y2"XO 162"),OR -7,"X0.151" NAILS FACE NAIL EXPOSURE G O ?- m 3-ad BOX (2 ULTIMATE DESIGN WIND SPEED Vult (mph) 2-Ed COMMON (2 Y"XO.131');OR ' 1" ERACE TO EACH STUD AND PLATE 2-IOd BCX(311X0 I25"),OR RAFTER OR ROOF SPAN PAGE NAIL TRUSS SPADING (FEET) 130 mph 140 mph 2 STAPLES 13'a" 3-ad Box 2 "x0.115 ,oR ROOF PITCH ROOF PITCH 2-ad COMMCN (2 Y2"XO.151"),OR q 1" X 6" SHEATHING TO EACH BEARING 2-I0d BOX(3"XO 125"),OR FACE NAIL <5:12 /5:12 <5;12 >5:12 2 STAPLES, "GROWN, I6ga.,l 7/'4" LONG 12 161 151 161f11 06 3-9,d BOX (2 2'"Xo 1I3"1,O¢ 18 208 I G5 2 T l 2.12 3-ad COMMON(2 y2"xo.131"),OR 24 256 2 5 ci 1-7 2018 3-10d Box ( "Xo.12a');OR , 215 .2 2601 5& 555 3 STAPLES, "GROWN, Ibgo,l 514" LONG ` II Q G 52 21 2 pp qb 5T`; 20 1" X a" AND WIDER SHEATHING TO CAGH BEARING WIDER THAN I" X b" FACE NAIL ✓6 555 52p 4;,a 411 4-5d COX(2 �"X0.113");OR 42 402 ✓ 4qo 468 3-ed COMMON (2)2"X0.131");OR 4,5 450 420 560 524 3-10d Bcx (3"xo.l2a">,OR 12 214 201 265 24-1 4 STAPLES, "GROWN, Ibga.,1 =/4" LCNG I8 542 FLOOR 24 40 8 422 5G6 O 4-ed BOX (2 �'"x0.113'9;OR 584 55P� } 16 446 21 J0151 TO SILL, TOP PLAT-- CR GIRDER ''-�'d COMMON (2 Y2°X0.131");OR 6 O.G. ✓2 42 1 w edO 0.(x NX0.11=^) OR TOE NAIL ___ 56 -1601 4Z, Y: 5 l"1 42 5�b 4�G 664 6?2 w ,, 4" O.G. TOE NAIL RIM l- ed COMMON (2 Y2"XO 131");OR 48 JOIST, BAND -JOIST OR B LOGKING To SILL OR TOP V O ` PLATE (ROOF APPLICATIONS ALSO) IOd BOX (511x012a"),OR 6" O.G. TCE NAIL 3"X0151" NAILS FOR 51: 1 INCH = 25.4 mm, I FOOT = 504.8mm, I Mll_C FER HOUR- 0.44_1 m/s, 3- --N(2Y,"o,oR),OR FOUND =0.454kg, POUND PER SOUARE FOOT = 17.a N!m2, pIF 14.6 N,'m - d EOX (2 115'');OR F ed GOMMO '" 23 X 6" 5UEFLOOK OR LESS TO EACH JOIST lod BOX (- O.i2a' FACE NAIL STAPLE'_, 1' 16ga,1 5/4" LCNG O. THE UPLIFT CONNECTION FORGES ARE BA5CD ON A MAXIMUM 55 FOOT ML�AN ROOF � Q 3-ICd BOX(3 OR HEIGHT AND WIND EXPOSURE CATEGORY 5 OR G. FOR EXPOSURE D, THE UPLIFT `9 Y2'X0.135"), 24 2" 5L'BFLOCR TO J015T OR GIRDER 2-I6d COMMON (3Y2"XO162") BLIND AND FACE NAIL GONNEGTION FORGE SHALL BE SELECTED TROM THE: EXPOSURE G PORTION 01 THE TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DT SIGN WIND SFCCD. THE 3-I6d BCX (3 y2'XO 135');OR c c # 25 2" PLANK (PLANK 8 BEAM - FLOORS ROOF) 2-I6d GOMMON (3 Y2'XO.162") AT EACH BEARING, rRGC NAIL ADJU c�TMCNT GOCFF GI[NTa N TABLE R O .2(✓) aH,ALL NO i )SLD TO MULTIPLY THC (V y TABULATED FORGES FOR EXPOSURE C AND D OR FOR THE OTHER MEAN ROOT ICJ > 5-I6d COMMON (Z �"XO 62") HEIGHTS. (� 4-10 Box (3"X012a"),OR 26 BAND OR RIM JOIST TO JOIST 4-3"X0 151" NAILS ,OR b THE UPLIFT CONNEC ES TION FORC INCLUDE AN ALLOWANGC FOR I AND Gf_"ILING END NAIL ASSEMBLY DEAD LOAD OF 15 PSF. 4-3"X 14ga. STAPLES,Ib" GROWN NAIL EACH LAYER AS FOLLOWS: c. THE TABULATED UPLIFT CONNECTION FORGES ARF LIMITED TO A MAXIMUM ROOF 20d COMMON(4"XO I-12"),OR 52" O.G. AT TOP AND BOTTOM OVERHANG OF 24 INCHES. AND STAGGERED d. THE TABULATED UPLIFT CONNEGTION FORC>u5 SHALL EC PERMITTED TO EE V--1 24" O.G. FACE NAIL AT TOP Too Box (3"xo.l2a");OR BY 2-1BUILT-L'P GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131" NAILS AND BOTTOM STAGGERED ON MULTIPLIED 0.75 FOR GONNECTIONS NOT LOCATED WITHIN P. f CCT OF BUILDING oPP051Tt SIDES CORNERS. � (� AND: e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED � ; 0 U) 2-2Cd COMMON(4"x0 1172");OR FACE NAIL AT ENDS AND UPLIFT GONNEGTION FORGES SHALL BE PERM D ITTE TO E-- M ■ : MULTIPLIED 5Y 0.70. THIS �u 3-lad Box (3"xo.1285");OR AT EACH SPLICE NAILS RCL7UGTION SHALL NOT ESE COMBINED WITH ANY OTHER REDUCTION IN TABULATED 3-3"x0.131" FORGES. 4-16d BOX (3 �"XO.135TOR F. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT ^, 2E' LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON(3)2"X0.162");OR AT EACH JOIST OR RAFTER, 4-10d BON(3"Xo l2a"),OR FACE NAIL CONNECTION FORGE SI IALL DE PERMITTED TO BE REDUCCLD BY 60 pIF FOR CAGH FULL AILS WALL ABOVE. ✓ I2a") or 2-ad common c3. LINEAR INTERPOLATION 5ETWELN TABULATED ROOF SPANS AND WIND SPEEDS tu 4-^'XO - N v 2q BRIDGING OR BLOCKING TO JOIST 2-IOd (3"XO' EACH END, TOE NAIL c O (2,`2" x 0,151";or 2-3" x 0,131") nails SHALL BE PERMITTED. h. TH17 TABULATED FORGES FOR A 12-INCH ON CENTER 5PACING SHALL BE PERMITTED 'I ; TO BE USED TO DETERMINE ETERNE THE UPLIFT LOAD IN POUNDS- PER LH LINEAR FOOT. (� U LH LU (�(� TABLE R602.J(5) 0) < V `-' ab,a TABLE R50-1.2 WOOD FANFL WALL SHFATHINO FASTENING SGHFDUL-1- O D R T ULTIMATE DE51GN WIND O DECK LEGE CONNECTION TO BAND JO STa,b ,^ MINIMUM NAIL MINIMUM NOC17 MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL 5PACIN5 y V STRUCTURAL PANEL THICKNESS STUD SPAGINC _PEED VULT(MPH) (I�FCK LIVE LOAD=40 757, DEGf-z DC-A7 L-OAF;1= IO PST, SNOW LOAD <__ 40 F57 O O PENETRATION PANEL SPAN (INCHES) (INGHES) EDGE5 FIELD WIND ENF05URE CATEGORY SIZE (INCHES) RATING (INCHES O.C.) (INGHES O.G,) g G p JOIST SPAN CONNECTION DETAILS bd COMMON 15 24/0 3/e 16 6 12 140 115 110 6' AND Lt58 6' I" TO a' a'I" TO IC 101 TO 12' 1 121 TO 14' 14'I" TO I6' I6'I TO Ib' (2.O"XO.113') ON-CENTER SPACING 0- FASTENERS t \ed COMMON 6 6 12 17 G 0 40 155 2 INGH DIAMETER LA 5GRCW rd 0O 2 a S 3 0 v Z 175 24/16 7/I6 (2.5"XO.131") 24 6 12 140 115 I10 WITH 2' INCH MAXIMUM SHEATHING FOR 51: 1 rah = 254 mm, I MILL PER HOUR = 0447 m/s INCH DIAMCTCR BOLT WITH NGH MAXIMUM SHEATHING d 36 36 34 2q 24 21 q a. PANEL STRENGTH AXIS PARALLEL OR FCRPENDICULAR TO SUPPORT. THREE-FLY PLYWOOD SHEATHING WITH STUD SFAGING MORE THAN I6" ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS FCRPENDICULAR TO SUPPORT � INCH DIAMETER BOLT WITH I-INGH 36 36 2q 24 21 18 16 b. TABLE BA51:D ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN AGCCRDANGC WITH SECTION R501 2 M,AXIML'M 5HEA7HINGo (� LATERAL BRAGINO REOUIREMENT5 SHALL BE IN ACCORDANCE NITH SECTION RG^0210. FOR 51: 1 Inch = 254 mm, I foot =304.e mm, I pound per soyare foot = C047q 010 c. WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE: PERMITTED AS AN ALTERNATE TO PANCL5 WITH A 24/0 o Ledgers shall be flashed in accordance with Section R707.A to prevent water from contracting the house bond joist r Q SPAN RATING D PLYWOO SIDING RATED 16 O.G. OR 24 CO. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/I6 SPAN RATING, toSnow load sholl net be assumed to act aencurrently with live Iood 0 NALL-Ib AND PLYWOOD SIDING 16 OG SHALL BE: USED WITH STUDS SPACED NOT MORE THAN 16" ON CENTER c, The tip of the log screw shall fully amend beyond the inside face of the band joist z N d,5hoothmg shall be wood structural panel or solid c-awn lumber c.5hcothing sholl be permitted to be wcod structural panel, gypsum board,fiborboord, lumber or foam sheathing. m O z Up to 1/2-inch thlc1,ncs5 of stacked washers shall be permitted to substitute for up to 1/2-inch of ollowoble N Z sheathing thickness where cemblned with wood panel or lumber sheatlning. I �ILU 'n ■ O z 0 0 o