Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
29682-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-30331 Date: 08/05/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 580 UHL LA ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 15 Block 5 Lot 24.14 Subdivision Filed Map No_ Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 28, 2003 pursuant to which Building Permit No_ 29682-Z dated AUGUST 29, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to WILLIAM L. E KAHLEEN HOPPE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-98-0054 07/29/04 ELECTRICAL CERTIFICATE NO. 1187058 07/19/04 PLUMBERS CERTIFICATION DATED 06/01/04 WILLIAM DOOLEY th ized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO_ 29682 Z Date AUGUST 29 , 2003 Permission is herebv granted to : WM L L KATHLEEN HOPPE 76 CHANLER ST BOSTON,MA 02116 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 580 UHL LA ORIENT County Tax Map No. 473889 Section 015 Block 0005 Lot No_ 024 . 014 pursuant to application dated AUGUST 28 , 2003 and approved by the Building Inspector to expire on FEBRUARY 29, 2005 . Fee $ 1 , 050 . 00 tfrized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD '11611i'lol FULL Ai'PLICATIGN FOR C RTMCATE OF OCCE` AINCY pis a;7plicaticn must be 51ied in by Cy'peewnter or ink and submitted.o:ae Bulldi,g Depa trax T viii;the =.1 ry iag: A. > +s:new hul[ldina c new use. _ l Final Sti7Fey'Jr pi0U22:i X6'1!.^a 2CC=Te.,^C&CC_TL Ztall tJ:il�Ole7?�- r CT�et'.j'!i:_ ,. StCe.i5. 8..'1G ^_1:Sla�2anur.a or topographic`eatvres. I Fina:Approval from Health Dept.of watei supply and scwerage-clispesal(S-4 forrn). 3. Approval of eiectrlca,Installation from Board of Fire T 7aderEtr-iters, 4. Swera suit;mcut Lcm pI uniber certifying that rhe solder used in system caitain.les a tlaa 2 10 c' I11. Ca.1 3. LOTiI1:Erctai'Ju1�L2d 1n.�.nSTrtaF.l"iL11dUiE,rual ipie resider-ces and Slin7=ar'J+3s:dln_$ d 'n3 atial�o'�S, a- crtircare of Code Compliance from archiicct or eagineer responsible fci the buildrlg. b. Submit P'laurung Beard Approval of compieled site plat:requireaneats. r s. For rssi;flrtg hnil&ngs (prior to Agri? 9, 1957" nen--conforming g uses,rye bruild=InEs asst"er_ s_sri�+g" Ise :. Acc=a'_e Survey of Oroperty showir,a all properly lines- stects,bc_1dinE a:_C:_i]511`c_`!3.'•u..'a:C,_s_ �i^i71-_1C features. 2. A properly ccrapleted apps c u r a d o vseat:u i spc .sig ed he a a' a Ce .i.;. _ c €!c Darcy is denied, Lhe 3u; diing inspector shall stattPe reasons tn�,efcr rl v.,iltirlg CC t-he a7-_a s :. C. Fees Swimming Poo.' S25.1'10, �ddlh�„n toa=ce_� ._�:,..:1�..,gw��.��, ":Iu,- . -,SOS C rtinca,eofGcc pancy on Pre-exising3Gi€x;117- tiIGJ.G9 Copes of Certificate o'Oc:upanel -S.2J 3 4. €-'pdaTed Ceni cate o[C c"p—=y- $50_0D acnpca2•reYi ezteefvccue_cy- es:de tialSiS.CC, ^oer.-.etci 5:5:t1 at L:CfSL.iCTICIl: rt_eISLIiS mk ' .�'Zcr or Chwnc ;ofprouenJ, z 41 Suf�J`=_{Cox-:yTa:; a�:/qo 1 CCi, Sti tion 0 .ei Mort: moi, Sucidivision ' i',L }r [ C ¢ _/.lief: l /3��c'r� ,�£,+! rl,ediseap. Fer1rat?, i\� d� Date of e m t. Apii a _r: / iCk�/GfYr_ H € !� ea to ep'. Areca_: Flar7nng 3oarc ,pprc al \eque&T IUC TcII1JO:G ✓CerifEcate -=7 C2 ti:1Cffie: i S o_e; '.U?LCE'Lt Wiu f$ �G �; Mi,3'1935 15: _3 516-4'?-621i FHtAS:`NT RJN ESTp;�S PA6F- E1 Tew-:2i,e:1, 53194 Main FLvmd I Fix(631)7d -93C2 P.D. Plc% 1779 � �- �`� Tcicpnvnc(631) 766-1602 �Qut=ulu,Nnv. York 1197,1--cSg . BUILDING nRPARTL'eI--;NT 'OWN OF SOUTHO D C"EaRTIFIC AxION Owner: d (PI_as grin±; `r'lumber: �'LL t.�,✓i Ciislf Plaa€e Print) r? e 6 r 1 }vj ill the wv a er SupplySystem_comaing less lbaT�' 2/i0 Gf 1°o e pa0. UsA� Qott �:iII' be-5 Slja�Tl2ature) v Sworn to DeTale rni 'Idlis davrE /d��ST__, 2r�p do cc , ;�lotal< Fu'4;1;c. �JU�i�LJ t.,�unLy' GERARD M.LANG Notery Public,State 4f h@W Ytlrk No. 4751573 suffalk.c@unfv Term Expire sElll/ 6� - rJr�J�r�cPr nnranranrr�n� c!r?Pr.I�cPr�PcPr�rJ�rJ�Pr�Pnranrm�J@Pr�rJ�rl�Pr�nrdl'mJ�rSr1�rJ�fa 5 BY THIS CERTIFICATE OF COMPLIANCE THE R 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 S 5 CERTIFIES THAT 5 Upon the application of upon premises owned by C� JIM SAGE ELEC. INC. WILLIAM HOPPE 5 P.O. BOX 38 UHL LA. - LOT 166 5 GREENPORT, NY 11944-0038, ORIENT, NY 11957 Located at UHL LA. - LOT 166 ORIENT, NY 11957 �C 5 Application Number: 1187058 Certificate Number: 11E7?jS8 5 5 Section: Block: Lot: 166 Building Permit: BDC: nsll 5 Described as a Residential occupancy, wherein the premise=_ electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: Basement,First Floor, Second Floor, Outside,Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 fj herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 19th Day of July, 2004. 5 r� Name QTY Rate Rating Circuit Type Alarm and Emergency Equipment C, 5 Sensor 2 0 Carbon Monoxide Sensor 5 0 Smoke 5 LJ Appliances and Accessories 5 5 Exhaust Fan 3 0 F.H.P. 5MDish Washer 1 0 1.2 KNV Range 1 0 50 Amps 5 Furnace 1 0 Oil C Punrp.Nlotor 1 0 1 H.P. Wiring and Devices Outlet 52 0 Fixture 5 rj Fixture 52 0 Incandescent 5 Outlet 105 0 General Purpose 5 Receptacle 53 0 General Purpose Switch 54 0 General Purp.se _ L rrr5 Receptacle 1 0 20 amp Laundry PjJ Receptacle 1 0 30 amp Dryer sea/ ��++ Receptacle 9 0 GFCI 5 5 Continued on Next Page 1 of 2 �e This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 r ��r �Pr� Jlr � �Prc�r � P��PrParacaPrfr� �P� J�® JJrJJrJ : : : : :i U ' 212E PEEPrPr PEPRfar IVE J�91 r nnrannr�nnnnn �r�iardnJr?Pc1 2nnn�zii rRr r nnnr�n�tJ�1d�r�r�r� �O 5 BY THIS CERTIFICATE OF COMPLIANCE THE f+] 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 JIM SAGE ELEC. INC. WILLIAM HOPPE 5 P.O. BOX 38 UHL LA. - LOT 166 P 5 GREENPORT, NY 11944-0038, ORIENT, NY 11957 5 rrr5r+ �S Located at UHL LA. - LOT 166 ORIENT, NY 11957 5 Application Number: 1187058 Certificate Number: 1187058 Section: Block: Lot: 166 Building Permit: BDC: ns11 5 Described as a Residential occupancy, wherein the premises electrical system consisting of �5 electrical devices and wiring, described below, located in/on the premises at: Basement,First Floor, Second Floor, Oatside,attic, �c A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Ej 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the Day of e 19th July, 2004 5 Name QTY Rate Rnute Circuit TNve Service S1 Phase 3 W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb �+ 5 Meters: 1 5 5 5 5 , 5 5 5 5 5 5 , seal 5 5 �.i 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 ^ m �s��ss���L��s���rP��UrIrE R8/04/04 14'05 Fri 6172626256 KI?!F.GS �RG1/GR1 76 Chandler Street Boston,MA€2116 August 3, 2004 Town of Southold Building Department Town Fall, Southold, Isi'Y Re: g:oundcover-Landscauing contract: New Constructioc:Permit 4 29682 Z Section 015 Block 0005 Lot No. 024.014 Builder:N. F.Mamagernp-ut,Inc. This letter will serve to confirm that as owners of the house and property at 580 Uhl Lane in 0-Hent point,N.Y.,we have established an ag_eement for ground--over landscaping services with: Plantin.-s By the Sea Peter C. Sterling,President 5100 Cox Lane Cutchogue,New York 11935 A detailed landscaping plan for our horn at 580 Uhl lane was deigned by Mr. Sterling. Payment for the landscape design is complete and we are on his schedule to proceed with the groundcovcr plantings. Sincere]}, e„ + trlildia at L.F1app Kathleen Hoppe 1 PROFESSIONAL ENGINEER 2 1725 HOBART ROAD I PO Bax 616, SOUTHOLD. NEW YORK 11971 TEL631-765-2954 • FAX631-614-3516 • email: joseph@fischeti.com =-.-- �`. Date: July 26, 2004 Reference: Permit#29682Z Southold Building Department Main Road Southold,NY 11971 Dear Sir, I have inspected the masonry fireplace at 580 Uhl Lane in Orient and certify that the structure meets the New York State Building code for separation from combustibles. �pF NEby �S ��NF Off s C �P •QQ 1• � � W 11 S10�� J ep i, P.E. NF I.NnnE L-Uhl L„e.&: 16 e pwN OF SOUTHOLD PROPERTY RECORD CARD OWNER GREET }' ,O VILLAGE DIST, SUB. LOT ti F RME gWNER 'L S ®sCGi✓t N E ACR. r Lu r ,/gip Li �le�ccrad2� F. MR551Mj of ��J "S W TYPE OF BUILDING RES. SEAS. VL.sl/ FARM COMM. CB: MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 9ryLii u',.�.,+� Pia ` �fli U U �!I j P ,y...)} ••y_ A�,uf / /` /N/�S,JfFlY �' •: r� F' ,'.'o E7 (� QAC !"} ✓i P�.._P e"". [�.`� C^ q7.J"C GJ C7 (.-DYl a 1". nV)c! d e,,.. c ; �'� G r M��5i/li��-z� r _lria^��srr-�a-r �l�A,;:•,;, :� ,:,a ! L loll lz o /T93�— a o2c^6 �_ /� o0 Tillable FRONTAGE ON WATER Noodland FRONTAGE ON ROAD Meadowland DEPTH "4 s , douse Plot BULKHEADotal COLOR TRIM -- 4 . z f2 - - i5 ap r+ r - - 4 _M. Bldg. -- — --- - - - - -- - Extension - - - - - - Extension Extension ---- - Foundation --- ) Both z)z Dinette Porch - -- Basement - �,t.4 Floors K. Porch - - — -- Ext. Walls may, Ctn�. Interior Finish LR. Breezeway Fire Place lr5 kleof DR. Garage -- - Type Roof - — .P anis lst Floor BR. Patio Recreation Room l - Rooms 2nd Floor 2 612, FIN. B O. B. Dormer Driveway BUILDING PERMIT EXAMINER CHECKLIST , 1 DATE REVIEWED: Y /x/03 APPLICANT: ( QQ ,n F '�. �p e w, y'f e �� DATE SUBMITTED: �/�/03 .1 %00, SCTDI# DISTRICT: SECTION: per, BLOCK: J - , LOT:;4v-jq SUBDIVISION: !t4 ADDRESS: ,tao U/,/Z (�. CITY: nAi 7 ZONING DISTRICT: -yo CONFORMING? v 5 BUILDING PERMITS OPEN/EX IRED: PRE CO: Y OR N BP ((4 C -Z / C.'0 Z- Vo i D INFO e-1,0i e-E Z/BP -Z/ CO Z- INFO BP -Z; C 0 Z- INFO /BP -Z i C/O Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Let recognition.ICREATED before June 30, 1953),UNDERSIZED LOTS['Rll[,( JAN-1997 100-25. ar any rime atrer 7. REQ. LOT SIZE: , ACT. LOT SIZE: REQ. LOT COQ'. �2d` , ACT. LOT COQ ✓ REQ. FRONT 50 PROP. FRONT REQ SIDE /3/35 _ACT. SIDE REQ. REAR 5-2 PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: K)a� 5rp. ESTR,IATED PROJEC'F COST: _ ARCHITECT, R: NVATERFRONTT? Mo DESCRIPTION: ' PANEL # FLOOD ZONE: X APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES r NO, (BED #,r A-DTE: +-2rj3 PERMIT #: TOWN SEPTIC RECEIPT. N NEW' YORK STATE DEC: PRE-DEC 91!751'ES Or DTE: _ _ PERRIII #: SOUTHOLD TOWN TRUSTEES: YES Or DTE: PERD-IIT #: TOWN ZONING BOARD APPROVAL: YES o T _ DTE: PERMIT TOWN PLAN. BOARD APPROVAL: YES of _ DTE r _ PERMIT TOWN HISTORICAL PRE (SPL[A): ITS 0 NEW YORK STATE CODE COMPLIANCE (SEE PAGE._ S o' NO NOTES: � �� ..8hct,.3urrc �, � .�_o FEE STRUCTURE: FOLTNDATION _1� SF FIRST FLOOR: j 5� 11 SF SECOND FLOOR: 639 SF OTHER: SF INIT OTHER TOTAL TOTAL: 3 51`) SF FEE FEE FEE 1. L3�i J� SF)- ( 7615-0 SF- joce SF N s -of Tct)_+S(Zj +S = S I C63 2. ( SF)- I SF)= SF X S =S +$ +$ -S-- 3. ( 3. ( SF)- ( SF)= SF X S =S +S +$ = S FINAL TOTAL: S Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date:. 08/06/02 Receipt#: 3529 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 3529 Total Paid: $10.00 I Name: Fairweather-Brown, Design P O Box 521 Greenport, NY 11944 Clerk,.ID: LINDAC Intemal ID:61045 765-1802 BUILDING DEPT. NSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY A S: DATE CyPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL A CHIMNEY REMARK ' _ r � DATE INSPECT 1 1 765_1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE HIMNEY REMARKS: DATES INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] Y,66NDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ , FIREPLACE & CHIMNEY REMARKSf, ���5��`� �'�> i�.�"� YP�J,�s'�ar�•d sf � /`�o!'E i �1�'.P��'w..� ' LLQ �! •. ,F DATE L - l'� ' �`� C;: INSPECTOR Z� �f p� F � i♦ 765.1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC CHIMNEY [ ] FIRE SAFETY INSPECTION ,.,REMARKS.- V-- EMARKS. �? i J DATE INSPEC ✓' / 1 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ® / { V S )E ) f� P { I DATE INSPECTOR r 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING [ (,I FINAL t [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' , J � (20 DATE !. INSPECTOR f .4 FIELD INSPECTION REPORT E COMMIEN FOUNDATION( - f 8 ryj u --------------------------------------- FOUNDATION ----------------------------------FOUNDATION(2ND) 2 ~ z Gr T m ROUGH FRXILING&- PLUDIBING J poq '401 f t d > INSL LATION PER N.Y. STATE ENERGY CODE -I l� 00, FINAL 3ADDITIONAL COMMENTS • O f m y n � v� O z m a x 0 m o TONI '3F SOUTHOLD / BUILDING PERMIT APPLICATION dIECKLIST BI7II i i DEP_3RTNIENT ' f Do you ha e or need the folloNting,before app) ing° TONT HAIL Board of Health SOUTidOLD., NY 11971 -, sets of Building Plans TEL: (631) 765-1802 Planning Board approval F-AX: (631) 765-9502 Sur.ey -,«sig. northfork.net/Southold PERDIIT NO. , , Check Septic Farm N.Y.S.D.E.C. Tmstees Exa=,—d t , t0 "? Contact Approved $I Z , ''n 3 Mail to: Disapproved a c ' Phone' �� � - C .3S Expiration •Z`1 2U Buiiding/fr _ ectcr ` _APPLICATION F OR BUILD NG PERMIT Date �%/�' 0 0 -_ NSTRUCTIONS - a. This application MUST be completel,._ Tilled u:L-v tjpe:,rker or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location )f lot and --,f buil aims on prctruses, re-le.nonship ro adjoining premises or public streets or areas, and waiem ay s. V c. The Rork covered b% this application ma nct be cornrnenccd before issuance of Building Permit. d. Upon approval of this application, the Building, In-peMr will issue a Building Permit to the applicant. Such a pennit shall be kept on the premises available for inspection thr •Ughout the Work. e.No building shall be occupied or used in wh,-ie or in pan for arr; purpose what so cver until the Building Inspector issues a Certificate of Occupant,_;. f. Every building permit shall eXpirz if the v,-ork auihonzed has not cornrneticed .3 ithin 1= months after the date of issuance or has not been completed within 18 months fr-m such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing. the extension of the permit for an addition six months. Thereafter, a nev,pe: tui shall be req-- led. APPLICATION IS HEREBY M-A-DE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone.Ordinance of the.T.owu,pf Southold, Suffoik Count . Ne�c York, and other applicable Laws, Ordinances or Regulations.Tor the cbnstruction of buildings. additions. or a1_tzrarions or for removal or demolition as herein described. The applicant agrees to comply-with all applicable laws. ordinances, building cc de, housing code, and regulations, and to ada- r authorized inspectors on premises and in building for nc2cssan inspections. y (Simanrre of applicant or name,if a corporation) (Mailing address of licant) State whether applicant is ov.ner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises 17 ('A.s on the tax roll or latest deed) If applicant is torpor tto , re of dud} autlion-ed officer . E - Atis WanT6and title sorpcirate officer) Builders License No. /,-,Y Plumbers License No. 3,Z 3 / Electricians License No. J.-(-J- Z--- Other Other Trade's License No. 1. Location of land on which proposed work will fie done: G'.yL ZLa ;- House House Number Street Hamlet County Tax Nlap No. 1GiiG Section Block Lot '".•` � Subdivision C%91il, Y` 2`` -ice- f;} Filed NlaoNo- (Name) o.(Name) s r 2. Stateexisting use and occupancy of premises and intended u, e and occupancy of proposed construction: a. Existing use and occupancy '/4 ✓ '>'�%i b. Intended use and occupancy i ,_ ;/�✓" 3. Nature of work (check which applicable': New Buildin : Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cosh CCC, Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number ofd:'.elling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy. specify,nature and extent of each tape of use. 7- Dimensions of existing structures, if any: From Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front ti :� Rear j Depth Height Number of Stories 9. Size of lot: Front a f �'- Rear Depth / 10. Date of Purchase Narne of Former Owncr 11. Zone or use district in which premises are situated I2. Does proposed construction violate any zoning law. ordinance or regulation' YES NO 13. Will lot be re-graded? YES NO excess fill be remc-,ed from premises" YES v40 14. Names of Owner of premises Z/Z� I.Q: j/,;<" address ;>i % a 'iC"'$ � Phone No. ��7-y Name of Architect "61-f,60L�Sr v' Address r ;(i' �. %._. = 'Phone No ,`���7 Name of Contractor i�r��✓'����:?fir t address /. /"�/" -`. �r[e No. 15 a. Is this property within 100 feet of a tidal v:etland or a fresh,:` ater wetland" *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES &_ D.E.C. PERMITS BE REQUIRED. b. Is this property within 300 feet of a tidal wctiand * YES NO * IF YES, D.E.C. PERk=S MAY BE REQUIRED. 16. Provide sun-ey, to scale, with accurate foundation plan and distances to properr, lines. 17. If elevation at any point on property is at 10 feet or belotr, must pro•;ide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) UeinP dull s,orn. aepos=s and saes that 'z,)he is the applicant (Name of indnridual signing contract' above named. (S)He is the 0 Z- Z , (Contractor, went, Cctporate Officer. etc.) of said owner or owners, and is duly authorized to perform or ha-.-e perfr.rued the said,.work and to snake and file this application; that all statements contained in this application are true to the best of his kn- :ledge and belief; and that the work will be performed in the maturer set forth in the application filed therewith. SwOR�ybefore me this day of u3� 20 c77 „ � � N ary Public SiznatLeeX Applicant BONNIELDOROSIO Notary Public,State Of NewYork No. DID06095328,Suffok nfy rm Expires July 7,20 ;n -� >- y«tr;, 'f ".:.'Lm �dv(( x+wtr. a..1-'.TY�b'w+ka+9s;µ'r?T�y" _. E.`" ;;# h`+sme*amr+mm_±m-=a.*r: e.i-ro--- .wq.....n. w'»✓..- -.-..,,,. _.:r. SEPTIC DETAIL ❑a ONoaoseo r✓1 / SURVEY OF LOT # 166 not to 56010 ELLINO MAP OF ORIENT BY THE SEA Py.adesd - EL- 15H- existing grade m . 2' SEGTI ON THREE mex. 2' m,n. i -74 .in i' cover --.� _ �.,I \I '�" ;^ FILED,OCT, .16, ILI Dover 9]0 v,l, tch V.r1 LL AS N0: 6160 leaching peSd,r min. Per ,t SITUATE:, ORIENT PPPls min. Pe�c(L rants i/A" P b' tleep f/A" P B' did, 300 s.f. Sid all EL- 5 . - - TOWN OF SOUTHOLD SUFFOLK COUNT (, NY �e Pnra[,on ground 11a1e1- EL- 2.0 LOT 158 \_Q� 1� \ - �• ✓U 1SURVEYED 5-24-qB �- � SUFFOLK COUNTY TAX MAP P1 ' E-A l l I I1V;FF` /. 1 l 1"1< ,l F' r I'' 1000 1.5 5 24.14 y4f �.L --- F-rilr (\A -�I - GERTIFIED TO: DRAFTSMAN AFFORDABLE HOMES UHC NBB P26 ' 00 " E NIInMW(If1 dls between well 32 . 94 ' „ \ IS bI5 D feet. [ � NOTES: and 08 C) 11J P,3 ,. 385 . 0 rl ( 165 MONUMENT FOUND Lo O PIPE FOUND E j-� ✓' ELEVATIONS REFER TO O r AN A55UMED DATUM �I m �P0y�'o TE5T HOLE ON FILE (W CD '— -- - Q AREA = LO ACRES 5 1 P) i O 166 _ Y LOT I6� EX� V TION INSPECTION REQUIRE ITA RY SYSTEM B 1 1 ® H DTPA z SUFFOLK COUNTS' UZPARTMENT OF HEALTH SERVICES is PERMIT FOR APPROVAL OF CONSTRUCTION FORA1-0-T112 SINGLE FAMILY sq .RF9l7141NCE ONLY W HL J \ 265 . ��. o � ®p P 3. ? S7 8 , DATE �( 18 H' r EF �� - ' T APPROVED LOS o oohs . t 5����Nn. soxUz ''� FOR MAXIMUM OF 03E, R pN % "1 raI_n;. Glu. J, v c. EHLEIasI'ari6-�.uRVEFIR 1 J h EAST 111A11%] STREET 4( R IVIiRHEAD. H.Y. I P Q I i 31;9-826B Fax B-'t; REFERENCE 'dB-I)I r I Ila Ln 4z 0 Ln Z wl 37— vio, yo 61 r II wo F 03. a VA --------------- Z NOIOM'00"W 179.91' MOO d) IL RyDER LAM Uj LL LL Lu L LU z Ju v fu z < LL f LU u2j \Z12 .. 2 Lf)O= VVV Lr) b god IL m LL Lu �z n) 6 z < < LLJ LU D-. f EZ 3: '--< 0 lu >z LL < I <UJ ot LL < LLQ In O 0 LL � ——————— -----J SURVEY OF LOT # 166 - - - - - - - - - - - - - - ''MAP OF ORIENT BY THE SEA" 9 N ILaoS MAP NO,16160 4 or J. A 51TUATE. ORIENT �r E TOWN: 5OUTHOLD W SUFFOLK COUNTY, NY LOT 158 — ' J\ SURVEYED 05-51-01 FOUNDATION LOGATION 10-02-0-9 FINAL04-14-04 - _...,,.�e...�_...__... _,,.. . _s....a,.T....Y _- g�CtFS f1l,tlC C;SiU�51'�('7. f�Faf•i ft�ILN�`a'a� t1kA1,11"!��t8@914 " SUFFOLK COUNTY TAX - APPROVAL OF (; Nli rFdA11 Tf...F7`,9d( RrIS KIR 1000 - 15 - 5 - 24,14 C2RTTFmTO: 4 Date 24-244 ,.r.;a r.:,r. Na. f< (ra vo'" WMUAM MOPP � iv+ lfwfs+,y �I xl„aa.aml v 71,r supply!sA'malaao sl NR;F tac.,ftm h.vo Inin KATHLEEN TTC"3 ly�,j,50,a� ruse it m.{ +r. ,,nr Ino;0..hrplslme+nt ur o4hrsr npr ,awbc F"er;9(W.t6etP to h� an.aa,c, rrrot:,li�Uw�Itva.a>`�3.t�r ._.,y.., P1�CD{etx')i��• I N88026'00"ECP f ✓ ti.. ,. r<. . S.G.D.H.S. No. RIO-Q8-0054 32.94 _ %41f 4J. 9 d71rla7rt, I".Eti.,i.a11eY -----—_1---- r^ 4 MCP of Wistowatar Manag amrAt q , (��%'9 av •' — —" - �165 ZO r ajsY p r . 8 _ Nov_ v. U LOT 167 LO-f 166 - en 89' NOTES: — S'f8'S� 10"w or Nl ijj, MONUMENT FOUND _ qP{ N G. Epi f0 O PIPE FOUND I LOT 172 Ak STAKE FOUND "-_-- I -•`JJ 1 _ O� AREA = 43,501 S.F. or OA988 ACRE LOT 1'71 �Fo LAND s� i 2 ....' AND JOHN EHLIEER"TANID Ll JU GRAPHIC SCALE 40' - 6 EAST MAIN STREET N.Y.S.LIC.NO, 50202 RIVERHEAD,N.Y. 11901 - - - - -- - -- -- - - -- -- -- - _ __ -- - - - 369-8288 Fax 369-8287 REF.-WIP SERVER1F1pros198-142.pro I (DII7T= 1C(F- U UILDJNG CONSTRUCTION NOTES: III wm6s UNDERWRITERS CERT ICATE, STRUCTURAL DESIGN I kdmp mw be=led, REQUIRED [ 1 I Receded Helena mon be 1)Type IC rand«2)bulwed kill&m appaprlahass.,10, Gam '` 1609.1.LI Applicability.The provisions of SST'D 10 and the AFB.PA Wood Fi aNae Conorw acus I with a 0.5"ciaasoa nonan aabwUlk melaW&ifnm4C raid,the axhra meet be handled isith a L Ali ConMFdm*ark ihall comply with the Building Code of New York Stem,and the American Fomn and Paper Association(AF A PA I J MaIswd J6r One and Roo Fain Uy Dsellinge, SBC High Wind Edition are applicable only REScheck Compliance Certitlerte Checked By/ram 3"Outcome frau insulin=. I VW AS WmdPiWnF Cenakpatim Muod(WFCM)fm One-ad Two•Fadly Dwellings,2003 SBC High Wind Ediliom to buildings located within Exposure A, B Or C as defined in Section 1609.4.The provisions New York State Enervy Conservation CoEutroction Code I valor Pdankr: Shall Bel apply to building sited on the upper half of m isolated hili,ridge a escarpment R rf�c'MekS°ll Venin 3.5 RCWhs IY [ 1 Itcy°kvnm the wMm•le-wmtm ride of nm-wnood smut ca'Imv.won,and)tea.. DATE:$ �% B.P.0 O'cl6$r9� a} 2, AR'iok"lom*LvwMO*New Ymk Slam Enew Cody. meeting Glc following conditions: DSS m=me;uCN lehardsM['2'etmahV3rlYPF.rck I „!W'.',Rrlll, l'he0p'Qp4nYo0oYorapgwibBhymrtibmitthchue,dmipt,ectype ofmga6aoialsyalm°awhich will be used in Y MawrlW EdoaO& oa: FEE: BY: " dWilyrraqulad(fy Wm BndrFmg ikPapm«d. TITLE:HOPPE RESIDENCE ( 1 Matamlr andtgdpmmlmasbemrhikd in ahz«duhca wim themanohamra inaalhtlm imuN(I�t1F.Y BUILDING DEP. At ".f1. wahm alnmppty k name Guth and pipioeu rwaMad by ma. 1.7'he hill.ridge a tsrupmmt is 60 tot(18238 mm)or higher if located in e%pa11T0 B txTHE . - ( 1 MamrkhwedeWipmsemotbeidmt7tied"thatcomplime,canbedc Send. 766.1302 $AM TO 4PM C. All*haloes,dam sills,openings.Wt..ball be caulkd and wether stripped. 30 feet(9144 mm)a higher Hlamtod in erkp0sure C; ( ] ManuGcmrar murals Por all inmMkd homes and cooling NWpmmt and aavim www bwtmg FOLLOW#& [NgPECTIQNs, COUNTY:gallon, I m umencat mw be provided. �(7�� _ 3. Shish and mddplasmHm smoke Wnms.Single and mulupeamueem on mote.tshall be insmlld in the following hadons: 2. The maximum avtl ge slope of the IIiH"coeds 10 percent;and SI ATIH:New York f I I In'Watm R-veoes Rod glazing tl•Gcrm mon be clmyd m mwi da tuiWmg pain«spodflis1� PNDATIONOURED- - 1)nnpwhWeepene; o . LmD:5750 2)OmWa ofneb separate sleeping ares in the immodiam vicinity of the bedroom. 3. The hill, ridge Q escarpment is unobstructed upwind by other such topographic features CONSTRIJC71ON TYPII DmM I Or 2 Family Dan Incl kdog; 2, ROUGH - FRAMING 6 - 3)Ian tseb adtemrW army of thed"Uin&imlud'ug Futurism ad nllvm but am mindieg crawl spaces nod urdnhnbitable elan. HEATING TYPE:Nan-Electric ( 1 Supply du:o in mmdnmmd min«mull the building mon be Inwlmd to R4. 3. INSULATION , lndwellinss NO dweli"mdn with Split levee ad without an intervening door betwam the chant levels a awoke alsm inmlled for a distance than the high point of50 times the height oftbehill or i mile(1.611mn), 1 I wnmdemm mcmderAd Kdo.rmaeide*.bidingmmbe iaroWdmR4. 4, FINAL - CONSTR MW on the upper iecl WWI summ to the adjacent Iowa level provided mat the lower level in leu than one tell mry below the upper DATE:08,123,01f 1 ' Supplydam in wemdMmed missionmagas be i s Wel to R•& BE COMPLETE FOR C. „ DATE.OF PIANS-08-D"3 I I I Rdmo dura onc In ondflarm mpc (mmobw u)MM be hadmd to R-2. _ kyal. Whichever is gender. I Imwarim 1 aha required an tem dem m Iraearamm ALL CONSTRUCTION MEET THE - 4. 'BggeoperIsmmspopiblefortheslopervaionofwospramon. GeneralContractormeetverifyalldimensionsandco°didoubefore PROJECT INFORMATION. I REQUIREMENTS OFTHEC DIESOFNEW HOPPE RESIDENCE I Date connamoa. YORK STATE. NOT RESP NSW FOR _ wmeuaim or Nrdatlm. Engineer is met wipmdme for coordination;wimmt wdww prior approval. 1609.1.2 Minimum wind londe.The mind loads used het the deign ofthe main wind%rowtsWing syxtem shill UHL IANL' f I I AR1ohns,rem;and coma aloe mw be ne=rdy kt W with wilds,V*ob,mama DESIGN OR CONSTRUCT 3N ERRORS. S. Dont wWctlnwicgs not be les than 10 pamds per square foot(0,479 kN/m2)multiptiod by the era of the building« ORIENT,NY. 11957 1 (*A-iv"),mY it phwmbMde&Mrlk mope lmPJmA m a not h ane Sent dean sirunum projected m e refined plmw normal to the wind dkaai«m.In the dadadm of design wind Easy we COWnma woldd and loekhm jda 6. The aagmen shag be rewmible Por fbe content ofmae dwwings only He shall not be held responsible for any materials. Imds fix mmporwnta mid Clo l ding for buildings.the algebraic Nan of tel prtiYums acing on oppmita COMPANY INFORMATION: I oDusetsperating Shall bst eu man ed c w.g.0fir(500 R} ' gn pass ponnnts and defiling of buildings shall PAST ENO BAYVN ASSOCIATES LLC. [ 1 I CmU gdu be supported um evay Il)tba a in hece'ame with the mwuacluar. inasmaima COMPLY WITF(AL CODES OF wet N19 Not, enema«maihds .Plumbing, The epgines'ohm net be held rting,or le for the deers°or installation of fiats alms)then aka io&' s per s The dem era for nom 5130 MAIN ,NY RD. I 1 I Bab mm with resofae ulalmn°host be covered with•sags«mater. NEW YORK STATE d OWN CODE nutpriataad egyipcent: Electrical,Plm6ing,H=lh+g,Vetilarim,Air Conditioning,or my amen system ml spwifinlly not be[qct than 10 pounce per square foot(OA79 kN/mT)acting in either r6rcct]on nornul W the 'dOU'1'H(R4),NY 11971 I 1 I air filhn an required lo the alum air system. 1^""1 � •- - mopmm in mew'*muW. mrfam.The design f rci:for opera buildings and other stnwlumn shall not be less than 10 pounds per f ] I That HVAC system mw provide a mem for ba mating air mdwea ny�ams. AS REQUIRED AND NDITIONS square f0pt(0.479 ItN/m2)multip]ied by the mre.(f Writs. 1 ' 7. Bleperm w%mwmwn is memfam m the NmmW Electric Cade,Residential Code of New York Sam,Building Code of New York Sow, ALL WINDOWS TO HE ANDERSEN I W LOW E CLASS OR EQUAL I Temperapam Conran: SCUDIOLB 311111112111111 NW 11 1609.13 Anchorage against Overturning, uplift and sliding Structural members and syst®s,and All DOORS TO BE ANDERSEN HP JAW E GLASS OR THRMA TRU [ 1 I Some mr°IBeg met bon a last me th=e apebkafntmratrMlyadjusting the Men FWER•LTASSIC OR EQUAL, rmp«m°a wpoint of the brim rine. SOUTHOLO pIANA1G Y. Pia king is to coemm in tbe Canty and Local Helm Dqp mi wquasnme sd Residential Code of New York Smm,Budding Coda components and cladding in a building or structure shall be anchored to resist wind- . - IdNewYakSmm. I Etectrm System SOUIIHOLO 9,, ,All het psodmmetquipm®t ahWt In imlmd in YCWtdsoce wren Residential code of soh stem.Building cele or New soak sonnet induced overturning,uplift and sliding and m provide c tinuous[ad paths for these COMPLIANCE:Paaws ! 1 SSperme eieark mmen.m rrquird f«each dcvellmg noir. N.Y.S.DEC /.�//II�� udmmuGdurgn spolflemms. - force to the fomdatiw. Where a on of the rmidm m to these forces is provided Muimm uA-441 Fir Pkm V'J L41 P�1 �'l Your Raise UA-412 [ 1 I FuWhas more bemtWld with tight Oltlog oanambmtble flu lane doom. //��/r''+'�(� /'��/ - lO. All aWIWcal and mechanical equipment is m be elavamd te FEMA requiromesm and NYS Code m required. / 16.4%U." 'than Code(UA) I I I Fireplaces men be provided with acne',ofm bia6m uQ,mu mqulted by me Fimplaw a*nrudl C V U PAN C I O by dead load,the dead load shall be taken as the minimum dead load likely to be in place - _ 11.Limiadmaf FmftaWorO L si illy' (irons Glazing the As.Frank BY!ldnog(,-a ,lose ywLSene,me RevldsMld Crdr njNaw rrwA 5rots« during a design wind t, amt. Where the ahe'mate basic load combinations of Station 1605.3.2 NrimAnamCavity cane mllwr the Hew Yerk Cery au!ldbg('oda,uaprlinma USE �S UNLAWF L Bywoepwoemdmofthmphmmeowser/buildsYgmtegret,to Hnnitthe liabilityofEot End Deign Aimscies LLC,odmeir Porimaa RR-Y�hm R-Value U-Fedor UA 1^/IiLJOUT pvCDT' IRA7E dmmen eta ofa er,meh that the mhl to liability of East End Dinh Associates LLC,and there dWmmm shall scow Water Heaths: pipic _ WITHOUT VGfll FICA TE aggwgs ty get Wmahnate H vertical but e. n we used,only two-thirds of the minimum dead lad Likely to be in place during a design Caicos 1:FW Coiling or Schs«Tams 142.3 30.0 0.0 Sa riot exec 5076 of fire mW fe for nervic,v metered m the pmjem exelydivg Fist Ed Design Asnmhna LLC's espmws such m hlucprint [ 1 rosier treater hu w mtegnlhen trapr«h part afnmeet have a hebwhrmg system, hmihe mW and aatW melon me -.y ieindemmedfbea etc Chin 0 Cnl6atrd Cdling(no attic) 141 3a.D DD 5 OF UCCUPANC nL ecPia. wan 1:Wood Fran,U.n.c. 2037 19 0 0 o 122 l 1 Inwlae circulemg ha waw pipes m Ow bne4 m Table I. wind event shall be used. Lv Window 1:Wood mylaDou 259 19.0 0.0 2Y //r►a 12.All 4one Box pWnaod ehvnimaaro protected udsfdeN copyright law. No elm may be rcprodrtced or tecomtrucned Window l:Wood Prmr.Doubl Pane with Law-E 201 0340 fig I ClfedaWsna Water eymmr T+f without written pmwuiw.- Window 2:Wind FYamc able Pace with Low.E 17 0.330 6 [ 1 Inmlameir=La&gha wen pipnmtM oven in Tadel FLOOD ZO� N/ Pr�^i..1 7, © _ 1609.1.4 Protection of openings. In wind baroe debris regional,glazing that raxives positive external Window 3:Wold Fn DMNC Put wmm Low•E 45 0.290 14 u 1TL' 1"**^ 13.1 Owe«/Gontranmrmw var(H'my nm aped&mqui a to for the vambuetim mph u Flood man mquiremana,etc proMllre in the lows 60 fed(18 288 mm)h1 buildings shall be assumed to be openings Window 4:Wood FnmcDmNa Pea with LI 7 0.300 2 Rwhnmlg Pines.. COMPLY WITH CHAPT "46" /ram imilns such glazing is impact resistant or prdected with an impact-resistant covering Wait.5:Woad Frm,Duuble Pane vi Ww-E 4 0.300 1 I 1 All heated swimming pmbmw haw an m/offhamr switch and requina mess°ewe over 2(FLOOITDAMAGE PREVENTION ( ] - 14, Ampoules ofthem dramp does m a°mMre the right to bald wimmt the aumonntim of local governing agrnuee,snchin meeting the Jdryirmlents of an approved impact uesistingslandarda ASTM E 1996 and of Dow I:solid fel 0.400 26 nfinehmuDg mrgyhadnnmatphabiasmmes. P«dpmµamyreatmm curet- SOUTHOLD TOWN COD . ��rrlaY✓✓ Su(Nk Canty tool.of Healon Smites,Town Building Depamnenm,DEC,FEMA,etc. Verify all conditions,codes,and ASTM E 1886 referenced therein as follows: Bear 2:Oma 56 0330 IB NnHq rad Coelho Plpiq Ioauldiaa: ' mcpmnmh with such agmcia prim m mmmcom. Moa 1:All-Wood Joi VTruss;O9w U°cmdilrmrd Spew 1531 19.0 0.0 72 1 1 I HVAC piping ermvcying Hula amve 105 aP a chiliad fluid,below 55"P mw be Wulo d to dpL "ER15. Owns/Conger most verify dl notations it coostrmton Specifications antl unsure the mcrosimcaoo mem«exceeds the Building Code Raped g LTr bidding ' ° ON LEAD Table 2. ZX BE of Near Yedt sate.sd the Arnsiew'bbMl nod Paps Aasmiauon(AF a PA)Wood Fnssne Cmmmam Mwml(WFCM)far Due @Two X ON COMMTANCE STATEMENT: The building r wand i°this dmum=t is cmaislmt with the bi i din lam, E ofNea Dock Si .and SBC High wind Edition Specifications,and aha m"]l ms submlttd With this permit sppliradm. 'Ile propraed syAnwns have ham daigmd m mal me CERTIFICATE OFOCCUP AICYForw I.Glazed openings loean:d within 30 feet(9144 mm)of grade shall meet the requirements of the New York Stan Energy Cmamatim Co muc(km Com requirement. Whin a 1tW*t.e d Gcugn Pr rmi,aml ha smmped and Large Missile Tag of ASTM E 1996. Signed this page,they ure III the to men bat of his'hur knowledge,belief,and professional judgment,soh pWs or SOLDER USED IN WA R 16. Acceptance of these dewlap dobe«auth6riw the right m buildwithout Ore wHwrleslmn of lout governing agencies,such o Suffolk('nuns. specinmiw m in mmpWnw wim this Code Depobganl of Hemh Smim,Town BWW g bop ummmh,DEC,PBMA,etc Verify all Conditions,codes,and wquitemanh with Such 2. Glazed ( ) grade Provisions 'agsmiesprimm m uawm. openings Tooled more than 30 feet 9144 mm above ede shall meet the ry{ �. � 09.2s T tmikJw/Uaipra 9ctu.._ none EXCEED 2/10 OF 1%L D, of the Small Missile Tet of ASTM E 1996. 17. Any diaceepappym this plan ism mbrought ro Om mention of me Eggmea rmmdulely for Ro-Design. Table 1:: aJaW.m awdadoa 7NcLwfor HN WMw Pip. E%Captiam: 1muWica lbirlmwhltwtm MPiaa film �.' 1.Wed structural aalpnds with aminimwMldcnm0 7/I6 inodm(11.1 ram)Sad madmum PI REScheek Inspection Checklist waNm•C W°° Amwh Cia n,M. ma»and Rf_amCERTIFICATION I CATIO N F1lFUoml U° al2s1.5roLpNew York SlEnergy Caaervation CoMo3e Cade Wesn Of 8 fat(2433 dm shall be Pnt f« mRPprotection in aand iWm-mm570-180 os 1.0 LS 2.0 NAILING & CONNE IO N$ . buildings.Panels shall be precut to sown the gWzed ripenings with attachment hwdavere RES Venin 3 5 Releaw IS 140.160 as 0.5 1.0 1.5 G$NERAL NOTES; `A` REQUIRED. - provided.Attachments shall be Reigned n resist We components and dtadrHng Itsndn :00. 30 0.5 0.5 os L0 determined m accordance with doe provisions of Section 1609.6.5.Attachment in nsmrdmm DATE!iW05103 "c CARL INTBY: with Table 1609.1 A Is permitted for buildings with a team roof height of 33 feet(10 058 mm) n'rte:nopPE aesloeNCE p Pmvjdd dW*Jpisa unit=all paittkmwolls rudess°thawiw named m Ice wbsro wind spm&do mol mte W 130 mph. Tact I• MYbumn arnla/ha rakewsssJlo of IlInM � R F7Wm(P) I46dMlMLItl�taminmeabvPloeslm PLUMBIN g Provide typal comfy mrnan+Intal«/puduam. 2."dings in Category IV an defined in Table 1604.5, including production g'on3h'uses a+ Pioinn syuem'IYpu Ru F x'Itmeon 1"ad Lew 1.25,m 2, 2 s rII ALL PLUMBING W STE Ji olaw•prdyidtsgpmfwlawWumgWmd. CIVIL I Heuhg Sysbr &WATER LINES h 'ED 3116phka arom6e2"x6"UeoWd40 yaw CCAvith a Saler. defined in Section 1609.3.3. Use I taw PYcw vTmpsawro 201-250 1.0 1.5 1.5 2.0 TESTING BEFORE CC WRING Pmsd4ago soda-below temiim shield I Low rempamee 120-200 0.5 1.0 1.0 I5 TABLE [609.1.4 WINDBORNE DEBRIS PROTECTION Slam,Cwdm W(mer limed ala) Any 1.0 1.0 1.5 2.0 2"x 6" 16 a exhrigywalh. I lkgmgs: 7j _ 2"x4" 16 memmtior"He-union eyed od=wiw. FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS 91 [ 7 I. Ceiling l• Plal recons«SaM«lmss,R-30.0avitymmWim Coding system, ALL CON.S•TRUCTION E AB W4Ibbrds m in be a2 ar boom'DWgW Fns-lamb. .- ,. ChBled W.I.,lmGlgwut 40.55 O,s 0.5 0.15 1.0 At9iht<Gamma mgnbca set mbey2«bdterlJangle Fmr)aroh matbeewisc nol°d ... __._ _- ! 1 2, Ceiling 2:Cam°dnl CeiBag(no anic}R-30.O cavity: and an". Below 40 I.0 1.0 1,5 (,5 MEET THE REpUIREMENT OF THE - 3' Ptmridae'amshupl maatsl emoeulon m mWhd in all wddom u per cam and local codes. FASTENER Pa+n_ 2 Mty 4 hal< e Nd< I 1 I I. Well 1:Wad Frame, I6'ox.,R•19.0 twiny mruhnm wild block°g bmmmanberigg ppmm. FASTEN SPAC114G(eche) CODES OF NEW YORK S ATE. Opodo$r mbgye(2)2x lOhesden•mdem ahhemise acted. TYPE Pram - _ PmM. P MI I Abm Gude Waft: • .. Lagllolt oli,Nvl a]-,"m gimme imams.cowl Spews ad basemenm. 2 fed Spm open ape DO NOT PROCEED WITH I Canmab: DDDrrr��� �$ Sre"vdxSddaa. - - - <4 fast <6 fag <a fee [ 1 2. Wm2:W°°d prsme, l6•uc.,li-19-a esus.in>uWton FRAMING UNTIL SIL RVEY a n0713i TO FIELD (Bulking DWm mi Ilse Only) A� 12"edx Roof OmWn&(S ply) ztr if wad In - -16 12 _.. v 1 cm,mam: _-- OF FOUNDATION L ED. N ur dxaxteriwwou.beaming Sano', - _ _ -- -- - - HAS BEEN- Provide fin blocking in W walls and flans we required by stem and mal codes 21itJ44I 16 116 16 _ l7 - -- CON4'nEM- f 1 I 1. window I:wood FYmabouae Pons wasaw-E,h Lu-tutor.V311 4 l' C0064CAgrlsw vailyag0 tied badng9apseiry par ro wnatruction F«51: 1 inch5.4 mm,L fon=304.9 mm,I 0.454 a Pwu , Fraena Type Theroid BrmkT f ]VISIT 1 No _ . .- ' 1' 'BggOO'Otw"-3M Pat 42811 ASTMC+al lens.'mix coeaam u per Residential Com of New Yah She. bb d ' Cahhmahe I Por Window,caiman labeled LLOhclors,describe hnum. dO� , JdF:aptlq�4rY6uomR1M14iMb'hle IIhRR Mtmundtamrbed'am. [ruck bar=O.rM me/s. VERIFY ALL DIMENSIONS Fpo)u+tat)kllbeMl"hekrrdMlhdgade-mWmrbgdmM, B This table is based m a madman wind speed(3•mmmd gust)of 130 l 1 2. Window 2:MaW Prime with Thermal BnWcDad6 Pee with Law. a ---- --- AND CONDITIONS ISM . Q roar D.330 m and man roof height of 33 feel Q Ina I F«windows wima°labeled U-fHwu.ascribe feuma TO CONSTRUCTION Ali too*&undYmm Shag be termed I t Panw_Frme Type ibemal tkwkT[ 1 Ya[ ]NO PmrMe'ninflormg WWW'm wy WWI mew20long.7-r below fiml grade. It. Fasteners shall be installed tit opposing ends of the wood structural I cammma: --_-__ __ (2-0"x 113-115 whir m le x S'wmmo fcitmg) _ Pendow. f 1 3. Wind3: WOW 1'rme;[ mble Pane with Law-t'.11•hdnr:III m Foundation WRMPMflng and DsmV pme6n9-n per season 8406 of dw Shue Building Code c.Whore Sinews we attached to masonry Or msaemy/moccq they shall I Par windows without Wh and 11-fames,ascribe fares: - _-_ - - 83§-2, 003 he attameed utilizing vibradoit-mimed anchma having a minim= I a pm«_Frame Type Thermal Bmi I ]Yen[ ]No 'bRAaT1 Im CLECIMCAL: y- withdrawal apody of 490 pan*&. cmmmmn:- - _ -_.-- CMA Resp bmq S'mhhmm Gum edge of box as mush opening Vf I 1 I 4 Wiad°w k Weed Fmmr-DmNePut wait Low•E,U•Itaa0.300 Chim= m. Ekdde omu*uOion is m"form Is the National Electric Code,New York Stam BuildingCode,and LIPA. For wi°dosn without hbe ed U-bouse,describe teWma: 0 Pao Provide Make delmrom an per sone and local codes This APA hurricane MOBM design h boned on pnesureta Cmmanm: Erne Types 'IbsnW 0realc^. 1 1 Ya l 1 No e oMsd aefith a dadgn wird speed of 120 mph Building [ ] 5. Windows:what FYame:Daabla Mac wim I.aw-E,U-ficlor;0.300 a - PLUMBING: codes amal0lbn mvWwtdfor 08-08=03 tY]oNM Pt is implement dent t o Pa windmeFmm labeled U-hcw;deans l Bhu PimbiSimply pilin w walls(f« a ie elees)ctricity 43"from plywood," Iefale with your ahuEan.0lemmm, t u r w update a Panes_Ibame Type 76emW Brat"( J Ya[ ]N° - Plmbing i.m conformro me weary ad IoNhailh delrarmm rcquimmmm andNew sods stem code. CFMCk wah y09ur laal hWWkhp daparhRntant for en upolom on I Cummemn. ' M wall;kWWa are mpeednb dmugh roof at mer of house when ever,possible,spry to match mall smngle color, current Cod lreQ{dramenh. I Orwra: '. TAIL.(!1 Mukmm Bryn wHhMA ltfhnara I 1 I. Door I:Said U-fad«:0.400 Commence Approximate I 1 2. Door 2:Gels,Ure -fir:0330 -- F)Maom 1La9 T u APA A pproxWaalo Maxk mm Derwdon(in.)at Mywod'abutter"'abutter" Calammuc Postal Wa101tt ShutW 710 mph Dominion A°c"„ ' an n " aHaaNnaN meither avd: I " (IbJf1.2) Iryn EYNd 3pomad Floara: caerso r 'an. Rat(so times.at mammy Wells. Is..�a. i s r,a.o.,�, at 1646 NOW [ I I. Flow 1,All-Wood Joh llsirwOvw Uncmdlumd Space,R limo easily imWaum cowrie sones. ". Cmm n ', i le R' aria 1 a w De C m: _.... 9fNL• ` ,won 2 oa 1/4" _ ) 'Y{ LAID So. i' Air Leakage: / ! a / admen -- - e .ser x4 u as I 1 MiI pmemums and m«ha Such apminp m me building envelope tem m smrm of mi, gg�y 3p� . 'wR�I Will I, am To 72 to .1591' -+- __ _ s 1 - n wh i GENERAL NOTE ak. " m w.....I, TABLE 2 EwdmaMd Datlsoton at 120 mph Design Wh d NOTES - Toe Engmmad Wood Sb Ataaclanm ooreasy the -\'l at 164E Haight for ShutMm with 2 x N at 161nch=o.c. _ _ APA Panel Approx. Shuttnapan(in.) ENERGY nlllemmfbaomatAemeWlNO Hmaa .,<< '_:° S Vde . ut4mP hurricane can bi ttrdr 2v°C wcl .`, e,x,,,,,„ Rating (m,lR) 24 34 48 40 72 44 W .. dn far wn00-"mead w"�&i'� 1n, I+- "a zn 02 we o x 0a D4 Df CALCULATION ei "t-c masonry buildings. The } � , .oro 29 at at ammoklm at the nglasual feed - err 2a - at az oa oe +m © COPYRIGHT 2003 EAST ENO DESIGN ASSOCIATES, L.L.C. ru the Enpinaamtl WOoh ! Nm M - 01 01 OJ Qe eta AmecIMMF rrabmen napJlsHur III ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. " •W`""^��"^�'� 1 � (c n VERIFY SPANS OF STRUCTURAL PANELS GREATER THAN 30" WTH APA RATINGS. arsccerUre�,EANOUsearPeESEfun,s-r ua, orow PLANS MAY NOT BE REPRODUCED WITHOUT . het aaEMAGSEEe7aLIMRTXE SEMPLOMESD Ery0.5N,1dyCHEn WRITTEN AUTHORIZATION. 1 O ' i'I rsr.r:y ALL PANELS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH APA AND FEMA. OFERRRSUNIN TITHETWALA111Y1lui lINE11 HSc15 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 1 PANELS SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF ERROR " weal autl Wnll Maamry Wall ABA�OONSR. ULnWEN INEEn AND HIS EMw.OYFFWARRENS51wt aaMa� OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) nota. aamaaaaamtoM 70 EAST END DESIGN ASSOCIATES, LLC. IrmaWe "=RALEMMSENCYMAM"EMMT-ARENCY WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR .ONE AND TWO FAMILY THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE - DWELLINGS, 2001 SBC HIGH WIND EDITION. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. II I I ntl,ray, l SECTION 83113 SECTION R310 SECTION R312 LANDINGS Tread depth at any walking line,measured a consistent distance from a side of the stairway, t LIGHT,VEN'T'ILATION AND HEATING EMERGENCY ESCAPE AND RESCUE OPENINGS specified in Section shall be uniform as 8312.1 General. Cardin far staff shall comply with this section. V � 8303,1 Habitable amara MI habitable ranee shell be provided whir glazing area of not leas ttan B percent &g stairways P Y - , orth Saar sra 4 fa mb roma.No"ventilation shell be through windows,doors,Louvers or otter approved R310.1 Emergency escape and rescue openings required Basements with habitable space and every 8314.7 Illumination. All stairs shall be provided with illuminatien in accordance with Section npeiagta totha outdoor sir.Such sopenings*hill]be provirkd with ready access or shall otherwise be readily sleeping roam shall have at last one operable emergency escape and resew opening. � 121.1 Landings for stairways. There shall be a Door or landing at the top and bottom of each 8303.4. eaaoO"by the bu0dingoonrpantx The minimum opmablc aream dw outdoes mall be 4 percent of the moor area Where cinergencyescap: and rescue openings are provided they shall have a sill height of uwhtat►� being Veetued not more that 44 inches(1118 mm)above the floor. Where a door opening having a stairway' 8314.8 Under stair protection. Enclosed accessible �: threshold below the adjacent ground elevation serves as an emergency escape and rescue Exception: At the top of an interior flight of stairs, provided a door does not swing over p space under stairs shall have walls,under spit 1. This gland areas need nut be operable where the opmiag is nes required by Section 8310 and m approved opening and is provided with a bulkhead enclosure,the bulkhead enclascue shall comply the stairs. surface and any soffits protected on the enclosed side with 1/2-inch (12.7 mm)gypsum board, medanTml ventilation system is provided capable ofprodu:ing 0.35 or change per hour in the room or a with Section 310,3- The cad clear in dimensions required this section shall be R314.9 Bulkhead enclosure stairways. Stairways saving bulkhead enclosures not pan ofthe vmce4nossae tromadhkani veaildke system b imalled capable yfsupplyhg omeknr veratlatimt m of I5 wblc feet per opening coq by 8312.1.2 Landings at docs. 'there shall be a flea a landing on ach side of each exterior deo, - -- nahadc(erten)(7.08 Us on tete basis awn obtained by the normal operation of the emergency escape and rescue opening from the g� providing grade level to the basement per aoayhaat computed of onrpmnt.for the Oral bedroom and orhe cecupanr Exception: Where a stairway of two or fewer risers is(Dated on the exterior side of a building ass and rovidir access tram the outside lata'each addkiond bedroom. inside. Emergency escape and restate openings with a finished sill height below the adjacent 2-The gland moa need am be provided in wow where Exception I above is saisfied and artificial light is ground elevation shall be provided with a window well in accordance with Section R310,2. door, other than the required exit door, a landing is not required for the mall be exempt from the requirements of Sections 8312, R314 and 8315 when the maximum prodded tapable nfprodutdng an avaW illumination of 6 fuuumndics(6.461ux)over tete area ofthe rpm at a height 10.1.1 Minimum area All ems, and reaahc i shall have a minimum net clear exterior side ofthe door. 'The floor or landing a a door shall not be more height from the basement finished floor level to grade adjacent to the stairway is covered by gf30 inches(762 a m)above the floor levet opening y escape openings ( ) top a bulkhead enclosure with hinged doors. r then 1-112 inches 38 mm lower than the of the threshold. . R3032 Adjoining roans For the purpose of determining light and ventilation requvanents, my room shall opening of 5.7 square feet(0.530 m2)„ Exception: Provided that the exterior doorway is not for the exit door required by " be wafdand a a padon of m adjoining rums when at lean oro-halroftM arca of the common wall is Section R31 1, the step between the landing at an exterior doorway and the °ot asst Exception: Grade floor in shall have a minimum net clew m of 5 use abet top ofthe threshold shall have a rise not eater than permitted in Section SECTION R315 HANDRAILS unobstructed1sgto' * and provides m apmdng of net lea doh ormiemh of the floor arca ofthe interim room but not less than openings • opening sq Br perm' 23 gggaig tat(z32 ) (0.465 m2). 8314.2. The door,other than an exterior storm or accent door shill not swing over the landing. 8315.1 Handmils. Handrails shall be provided on at last one side of ach risersHandrail hi stairway with runt n more 1g3Q1.T IlpUuooaa. 0atm hrou, wale dud eaatgrmeata aatlha similsimilarro ad mamer Shall be provided vial aggregate R310.1.2 Minimum opening height. IU 7minimum net clear opening height shall 6e 24 inches 8312.2 Size. The width of each landing shill cart be less then . e the stairway or door served. Every ills.measured elm's stair tread wrings, shall be net leas than 34 Indus glazing ata in windows after less than 3 square feet(0.279 m2).one-half of which must be upenable. landing shall have a minimum dimension 086 inches(914 mm)measured in the direction (864rom)and not more than 38 inches(965mm). All required handrails mall be continuous ry (610 min). of travel. the full length of the stairs frau a point directly above the top rise of a flight to a point W O Exception:The glued areas shall not be required where artificial light and a mechanical ventilation system directly above the lowest riser of the flight Frads shall be returned or shalt terminate in newel am providal, The minimum vernilaton rata shall be 50 din(23.6 Us)for intermittent ventilation or 20 chin 8310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches SECTION R313 RAMPS posts or safety terminals. Handrails adjacent to a wall shall have a space of net less (9.4 Us)for continuous ventilation. Ventilation air finim the space shall be exhausted directly to the (508 mm). than 1-12 inches (38 mm)between the wall and the handrail. �( CUM& Opera Emergency escape ripenings shall be tonal from R313.1 Maximum slope. Ramps shall have a maximum slope of one unit vertical in eight units 83161 Handrail grip size- All required handrails shall be of one of the following types or provide 8310.1.4 Operational constraints. Einer and rescue opera[ horizontal(12.5-percent slope). R303A Stairway illnmkwdmn.All interior and a terlorstairways mall be provided with a meas to Illuminate the stairs equivalent graspability.. the inside of the room without the use of keys or tools. 8313.2 Handrails required. Handrails shall be provided on at least one side of all ram Type I Handrails with a circular cross section shall have an outside diameter of a least tsedaad8ug dna lardltga and eeesti imaior stairways mall be provided with n artificial light source located in,the req PfO Ps its =00 vicinity ofeach landing ofthesairway.For Interim stairs the artificial light sources shall be capable of exceeding a slope ofone mit vertical in 12 units horizontal (8.33-percent slope), Handrail ilTaeba+lrra treads and Imdaga m lavels not tea that 10 fomeandles(IOgtx)meaaaal at the mater of treads and 1-1/4 inches(32 mm)and not grata then 2 inches(51 atm). If the handrail is not circular w 8310.2 Window wells Window wells required for emergenry esape and rescue shall have Iaalni; fth the eww Ext rt erl be podded pr whir m eat m to light moa;leaded in the immediate gralevi"]of the cup height, measured above the finish surface of the ramp slope, shell be not loss than 34 it shall have a meter dimension of a least 4 inches Iasdbt6 attbo aairway.Fantaior stairways providing aaxgs to s Isaocgern 6mn the outside grade level Shall]be horizontal dimensions that allow the door or window of the emergency agape and rescue Pm (102 mm)and not grata than f- in to be full ed. I'he horizontal dimensions of the window well shall de a inches(864 mm)and not more than 38 inches(965 mm). Handmils on ramps mall comply prodded whir m olitocd light avec located is the immhxfWc vicinity ofthe ltmlan lartding of the stairway. open 8 Y�n P� 6-1/4 inches(160 mm)with a maximum cams section dimensien Of 2-I/4 inches(57 mm). � minimum net clear ata of9 squareRet(0.84 nit)with a minimum horizontal projection and with Section R315.2. 11. Handrails with a meter eater than 6-114 inches 160 mm shall w Exception: An,adificial light scam is not required at the top and bottom landing, provided ani artificial width of 36 inches 914 mm �'Pe Pm ( ) provide a ( ) 8313.3 landing required. A minimum 3-foot-by-3-foot(914 mm by 914 mm) lording shall be 14 light source is located directly over each stairway section. provided: graspable finger rexae arm on both sides of the profile. The finger races shall begin ry 8303.4.1 flight activator.The control for activation of the required interior stairway lighting roll be Exception: The ladder or steps required by Section 8310.2.1 shall be permitted to encroach a 1. At the top and bottom of ramp& within a distance 3/4 inch(19 mmfrom)measured vertically m the tallest portion of the Q aoomMe a the top and boom of sub stairway without(reversing any steps The ifluminstion of exterior maximum of 6 inches(152 mm)into the required dimensions of the window well. 2. Where doors open onto ramps. profile and achieve a depth of at last 5/16 inch (8 mm)within 7/8 inch below the widest stairways shall be controlled firm fr dde the dwelling unit 3. Where ramps change direction. portion of the profile. This required depth shall continue for at least 3/8 inch(10 mm)to Exception:Lights the are centhnuously illuminated or automatically controlled 8310.2.1 ladder and steps. Window wells with a vertical depth grater than 44 inches(1118 mm) SECTION R314 STAIRWAYS a level that is nes less than 1-3/4 inches(45 mm)below the tallest potion of the profile, shall be equipped with a permanently affixed ladder or steps usable with the window in The minimum width of the handrail above the recess shall be 1-114 inches(32 non)to a the fully open position. Ladders err steps required by this(vection shall not be required R314.1 Width. Stairways shall not be less than 36 inches(914 mm) in clear width at all points R303:3 Respired laind openings.Required glared openings shhdl open dhnaty ono a street or public alley, or a yard to comply with Sections 8314 andl R315. Ladders or rungs shall have an inside width of above the permitted handrail height and below the required headroom height. Handrails maximum of 2-3/4 inches(70 mm). Edges shall have a minimum radius of 0.01 inch or court lourtad on the same lot a the building at leas[ 12 inches (305 mill), shall project at least 3 inches(76 mm)from the wall and shall shall not project rase than 4.5 inches(114 mm)on either side ofthe stairway and the (0.25 mm). - R303,5.1 Rooted porclua.Required gland openings raw face into a roofed porch where the parch abuts a acrect,yard be spaced not more than 18 inches(457 mill) on center vertically for the full height of the minimum clear width ofthe stairway at and below the handrail height, including trade or cum and th luagsr side of the patch Is at lent 65 percent open and unobstructed and The ceiling height is nes leas window well. and landings, shall not be less than 31.5 inches(787 mm)where a handrail is installed Om 7 pear(2134 mm), on one side and 27 inches(699 mm)where handrails are provided m bath sides. SECTION R316 GUARDS 8310.3 Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. Exception: The width of spiral stairways shall be in accordance with Section R314.5. R316.1 Guards required. Porches, balconies or raised floor surlkcce located more than 30 inches 8303.6 Required hating. When the winter design temperature in Table 1X301.2()) is below 60°F(16°e), The bulkhead enclosure with the dour panels in the fully open position shall provide the (762 mm)abrwc the floor a assay dwelling Loh 64 be provided with heating facilities capable of maiotavnirg a minimum roan minimmn net clew in r uired Section R310.1.1. Bulkhead enclosures shall also R314.2 Treads and risers.The maximum riser height shalt be B-1/4" inches(209 mm)and the grs w throw shall risline o guards than los urn 96 inch=762 (914 abs toopwalyAm of68"F(ZOOS)at a patia 3 fat(914 mm)above the floe and 2 feet(610 mm)frtm exterior opening � � ta height Gpaah aides of stairs with a total rise ofmare flan 30 inches(762 rom1 above the in all bs¢kabkm ms at Ore design tampaadaa comply with Section 8314.9. minimum bead depth mall be 9 inches 9 m .Tire riser height stall be measured walls R310.4 Has, grills, covers and screws. Bas, grills, covers, screens or similar devices are permitted floc or grade below shag have guards not less than 34 inches(864 mm)in Leight masurcd c Perm vertically from the nosing of the treads. SECTION 8304 MINIMUM ROOM AREAS to be laced over ever c, and rescue q p emergency %cape openings, bulkhead enclosures, or window 8316.2 Guard opening limitations. Required guards on apah sides of stairways,raised w �4 vertically between lading edges of the adjacent treads. The tread depth shall be FX304:1 Minimum gree. Every dwelling unit shall have at last one habitable roan that shall have not less wells that serve such openings,provided the minimum net clear opening size complies with measured horizontally between the vertical planes of the foremast projection of floor areas, balconies and porches mall have intermediate ails or ornamental fuss 120 Mpare feet(11.2 m2)of groan fluor arca Sections 8310.1.1 to R310.1.3, and soot devices shall be releagable or m removable from the adjacent treads and at a right angle to the tread's leading edge. The walking surface closure that do not allow passage of a sphere 4 inches(102 mm)or more in U ! AAA R3042 DOW morns.Other ba iable rooms mall have a floor arca of not lea dun 70 alums feet(6.5 m2). of treads and landings of a stairway shall be sl no steeper diarnder. 0 inside without the use of a key,too[cr force grater than that which is required for normal 8s Y Meed eepe than one unit vertical operation of the escape and resew opening. in 48 units horizontal(2-perent slope). The greatest rise height within any flight of Exception: The triangular openings famed by the riser,trod Std bottom ail of a guard et the HamapUpe:Every kitchen dao have to less than 50 sgsw feet(4.64 m2)of gross floor arca stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). The greatest tread open side of a stairway aro permitted to be of such a size that a sphere 6 InchesZ a (152 mm)cannot pass through. RMI hlipimuats dimemimu-Hata able moms slut)nes be leas tun 7 fed(2134 mm)in any horirontal depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch e ®aienefurt SECTION 8311 EXITS (9.5 mm). W q Qat R314.2.1 Profile. The radius of curvature at the leading edge ofthe tread shall be no greats egpter;Kitchens. R311.1 Exit doter required. Not less than one exit door conforming to this chapter shall be provided than 9116 inch (14.3 mm). A nosing not less than 3/4 inch (19.1 mm) but not more from each dwelling unit. The required exit door shall provide for direct access from the RI fhlight effect an room ante Portions of s room with a sluing calling measuring less than 5 fed habitable portions of the dwelling to the exterior without requiring travel through a garage. than 11/4 inches(32 mm)shall be provided on stairways with solid risers. The KIM.. (1534 mgt)or a flailed VERIFY ALL DIMENSIONS - R311.2 of lade or latch. All doors shall be readily able frac the side tram which greatest nosing projection shall not exceed the smallest nosing projection by more AND CONDITIONS PRIOR Type egress lye TO CONSTRUCTION calling masttrutg[am then 7 feet 6 itreua(aKmm) Scam the finished floor to the finished cei:lIng shall egress is to be made without the use of a key or special knowledge or effiorL than 3/8 inch (9.5 mm)between two stories including the nosing at the level of not be considered as contributing to the minimum required habitable area for that room, creep[as movided floors and landings. Beveling of nosing shall not exceed 112 inch(12.7 mm). Risers on 83()5.1. ttneptlpt 3. 83113 Type and size. The required exit dna shall be a sidehingad dna cad las than 3 fed 836-2003 k ilLH�9U �_- mall he vertical or sloped from the underside of the leading edge ofthe tread above DRAWN err: (914 mm) in width and 6 feel. 8 inches(2032 mm)in height. Other exterior hinged a sliding SECTION 8305 CEILING HEIGHTat an angle not more than 30 degrees from the vertical. Open risers are permitted, CMA Camara err. doors shall not be required to comply with these minimum dimensions. provided that the opening between treads does not permit the passage of a 4-inch R305.1 Midaimum height. Habitable roans shah have a ceiling height of not Less than 7 feet 6 in dies - f2216mn11.and liallways, corridors,bodhtamhns,toilet rooms,pgd_laundry roots shall have a ceiling height 8311.4 Hallways. The minim®swidth of a hallway shall be no diameter(102 mm)sphere. neat:less than 3 fret(914 mm). 08-06-03 of ndt Tae that 7 fed(2134 mm). Exceptions: The taquked height doll be treasured from the finial floor to the lowest projection from the ceiling. 1. A nosing is not required where the tread depth is a minimum of I 1 inches(279 nm). 8311.5 Exit facilities. Exterior exit balminies, stairs and similar exit facilities shall be positively 2. The opening between adjacent treads is not limited on stairs with a total rise 30 Exceptions: anchored to the primary structure to resist bah vertical and lateral faces. Such attachment inches(762 am)or less. stall nes be accomplished by use of toenails or nails subject to withdrawal. 1: Barna end girders spaced nes les dwn4 fast(1219 mm)on center may project not more than 6 inches 8314.3 Headroan. The minimum headroom it all parts ofthe stairway shell nes be leas than (1'52 mm)below the required tailing height 6 feet, 8 inches(2032 mm)measured veticadly Irani "the sloped plane adjoining the tread nosing or from the floor surface of the landing or platform. 2. Stataae in hagnasent0.etlta'tlan habitable span,may have a oalling tat oroieots to within 6 Poet, 8 inches (2032 tart)of the f3lthb d floor,and berms,girders, 8314.4 W inders. Winders are permitted, provided that the width of the tread at a point not sous e)a*kUMjkpK-or other obstructions may project to within 6114 inches(1931 mm)of this finished more than 12 inches(305 mm) from the side where the(rads are narrower is not less 1/4" = 1'-0" Ater. in lit may have a calling dust Wgixts to within 7 fed(2134 rtun)of the Sul'into flaidied ice:at¢ p�g}a aariSi�ttta Q oke naallowit B may mroicat to within than 10 inches(254 mm)and the minimum width of any tread is not less than 6 inches 6111 t imam=2 num)of the finished ilea. (152 mm). The continuous handrail required by Section R3 I5.1 shall be located on the 4.Na mere than 50 pemaat of the required Moor ata of a room or spate is permitted to have a sloped as&$ins turn III MMM height with no portion of the required floor as las then side where the tread is narrower. NOTES 5 That(1524 mm)in height 8314.5 Spial stairs. Spiral stairways are permitted for interior use as a comtuoment of the mans of egress frau a habitable roan, a basement or Igattic.provided the minimum tread width shall be 26 inches(660 mm)with each tread having a 7-112-inch(190 nun)minimum tread depth at 12 inches(305mm) Gan the narrow edge. All treads stall be identical and the rise shall be no more than 9-1/2 inches(241 mm). A minimum headroom ofb feet,6 inches ac�r (1982 mm)shall be provided. A spiral stair is not permitted to be the only means of egress © COPYRIGHT 2003 EAST END DESIGN ASSOCIATES, LLC. from a story of a building, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 8314.6 Circular stairways, Circular stairways shall have a tread depth at a point not more ohm UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT REPRODUCED WITHOUT ^ O� 12 orches(305 mm) from the side where the trade are narrower of no lees than 11 inches WRITTEN AUTHORIZATION. , (279 mm)and the minimum depth of any tread shall nes be las than 6 inches(152 mmGJ). ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF - EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE - - ' PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. �, , r ,4 _� + , , - - - - , .. - . -- - - . - - - - flY ^.� i d4a tl l lit .{ Yn° ' ,i A e a-R " a, r v z'N,n ^ r rr III- ti14h , I - _. - _ y q R I, h r y, - - __ w :�,I > { a ,.Agg , arc U ! fel I 'll `! r s r `1 '-1 + ,) 1i �'p " QIaMMAND1NMNWSACEI Faftli W7.1 _ , v"' "t t r l U� L`4 r{ 1 r', r s ,� TABLE 2111.1 r ` t °' r ' T " ' "` L � SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLAQES AND 'CHIMNEYS (d) ,i '• K 0,1 \, y , l ad p 1 { r �I I'llµ y,, J7 ,m,,a• r,l�.'Jr J," d.i" a�11>1 { I" tI-I 1.t,ITT, 1 I 'gjMATO AND GEOORAPHIC DESIOM CRITERIA n ", I I,ry t" ' , r ' y 0 N ICE SH ITEM LETTER REQUIREMENTS I. . SECTION $ ! N { `' I 1 ; I ,r +"F 5 r r, ', r I I DESIGN UNDERLAY- FLOOD WIND EXPOSURE - ",g r, l,a y l p� 1 , , IA ,,' ,L ,WEA ING lOEP ITE DECAY TEMP. HENT REWIRED HAtAIRDS CATEGORY 2i 4 INCH MINIMUM THICKNESS FOR HEARTH, 4-1NCN MINIMUM THICKNESS 1' 271"9" Irl + { + '. 14 IT .,y t i T 3'rO' MODERATE TO HEAW SUGHT TO MOD RATE 11 degrees YES 1994/ 908 B ®iiiii ut HEARTH AND HEARTH EXTENSION THICKNESS A v K `� E FOR HEARTH EKTENSpN1. , j< ,, r I` . !; ' " 1i - , Mam.Aw s, uneoxro err vwX eLaCx HEARTH EXTENSION (EACH SDE OF OPENING) B B INCH FOR FIREPLACE tUPaN0lkS9�THANE SQUARE FEET. ]2 INCNES FOR 2147,7(1 F - JY s ,11-, I � " ' i 1 ` FIREPLACE OPENING GREATER 'THAW OR EQUAL 7D C 9{NUARE FEET. � IT d ° ° a� ' )',, x f '1 MINIMUM UNIFORM DISTRIBUTED LIVE LOADS HEARTH EXTENSION (FRONT OF OPENING) C 1E INCH FOR FIREPLACE OPENING IBM THANE SQUARE FF�L 2O INCHES MR 2111.7 'I 1 . "� (a + ,- v in III per aqucre foot) F EFF4 M - CLF,MND - (L7 FIREPLACE OPENING GREATER THAN OR EoUAL 7Q 0 SQUARE FEET. r "N r'a ,! O,WEMrA „( ria , r � 1 _ ' ' d 1 , r�, n r s rr5 tFl q} AMt I1P,NCw�CLASSiFIOAlION USE LIVE LOAD DEAD LOAD LL FIREBOX DIMENSIONS - 20-INCH MINIMUM FIREBOX DEPTH. 12-INCH MINIMUM FIREBOX DEPTH 217".9 •r 1„{ h e r� 9 r* "T i Qwxoa4M1 ""a 4w a FOR RUMFKIRO FIREPLACE. � 4 , r, 1 * rV-,-$ � :,;OSE OCOUPANCY EXTERIOR BALCONIES BO 10 a uucxauoE WROTH OF FIRE+xJ,CE HEARTH AND HEARTH EXTENSION REINFORCING C REINFORCED TO CARRY ITS OWN WEIGHT AND ALL IMPOSED LOADS, 2111;9 i "{., ' , - ^' n MNM i I ,Ic d L T aBN4TAL I R-3. DECKS (f) 40 10 , yO„�, THICKNESS OF WALL OF FIREBOX E 10 INCHES 60UD MASONRY OR'E INCHES WHERE FOTEBRICf LINING IS USED 211"3 t m ^ 1+ q 1 ail` t C ' J n + +'II.T AkJ.4 v-Iii! f y. fi il��,aq r i x krlll ,I, TT(IIt, 't� B)' PASSENGER VEHICLE GARAGES (a) 50 (a) 10 FLUELm410 - r1oeTKa rrr DISTANCE FROM TOP OF OPENING 70 THROAT F B RICHES MINIMUM �4T1,T}tT 1 I T, + rA,, k " ff, ,IrIfli;,.I r Ikx w "` rI 'r1( yI ' QR4'S7P ATTICS WITHOUT STORAGE (b,a) iP 10 = �eoHc eeAxt W INCHES LINED: E INCHES UNUNED. NOT TALLER IRAN'OPENI NG (fill' . ' '',� :;Yal' it_ r 1 - SMOKE CHAMBER WALL THICKNESS G ALLS'NOT WOUNED MORE THAN 46'DEGREES FROM VERTICAL FOR 2111,x1 , Ir,I PREFABRICAlEO SMOKE CHAMBEN LININli9 OR 30 DEGREES FROM VFATICAL , a 4 Y ��" -V�' B Q norneeJUJ _ � � con � DIMENSION FOR CORBELED MASONRY " {m x 6�F",,yy " ATTICS WITH STORAGE (b,a) 20 10 a 6¢HOWE Esr Ka". Oxaw Rano sea ¢ i1 -)d4 '(t OH7 AND FIRE,ANEA - c ct A - - v 11 r, A"J « �1 A 11 11 f `11 -� ROOMS OTHER THAN SLEEPING ROOMS ,1D 10 foFT MIx. O FOUR NO. 4 FULL LENGTH BARS FOR CHIMNEY OF TO 40 INCHES 1pDE. ADD l ' ;z 1" r ^ u + J Fuu Mdaxar H OR FOR EACH ADDITIONAL FLU4 BARS FOR EACH DE.ORONAL 40 INCHES OR fRAE710N OF WIDM; 2173.31 r e. a b`' + f ^^ '� SLEEPING ROOMS T o raI H vEenoAL CHIMNEY VERTICAL REINFORCINGTWO .�� d s T{ ' u. 1-1 I T FlR6.AREA OCr�'araa 1 vJ dy u ! I y,•— --„•_- 30 10 ruexloo O nUxroRClNo , ,`IT tw t`I f Y ,,��u✓II I r J Is ;'i r, li ,, v r a p STAIRS 40 (C) 10 AKCHOI7ITMP CHIMNEY HORIZONTAL REINFORCING J 1/4-INCH TIES AT EACH 19 INCHES AND TWO TIES AT EACH BIND IN. . 211)21,2 ° - .r , ",p w p; Y f,!. tM n �,. 1 L1xK:KNiaa YEKERTE VERTICAL Si 21113. 9 , " day �'� , ,, k,{ }1 ,,.TIT1 , f . Ul"I'l ?D AREA, CK CIFMnNCE OETAX NRH 1+ IM IeN OROOT i'�' x41,»x y , st r a 3 STORY GUARDRAIL AND HANDRAILS (d) 200 c 10 TIM Mx coon — �44 ,COMCREre FIREPLACE UN1EL NON-COMBUSTIBLE MATERIAL WITH 4-INCH BEARING LENGTH ON SIDE 2{77:71 - I ' ` ` v.)I - }... 4 Ih I>ti 1 ° , ,I , AS:'PI�t�TABLE tSD3 O 4w,Sax = urrFa+uL .+Kctouecr' tomo AW cur rtuE L OF OPENING. { ! r „4 , I-"�<i¢ I ,T y 4 , " of ROOF 30 10 acusli et "i' - I'' I, I`I r , r r 1 �y rwEueea CHIMNEY WALLS WITH FLUE LINING M 4+WCH RNC('SOLID MASOMRY'M'111;5/9-IMC11 FlRECi,AY UWER OR EOUIYA- 2113{1737 1 'r'1� '4 I' C r A QC ow1MB�ee LENT, 1 2�IN 'GROUT GN AIRSPACE N FlR Y LRYGN AN 1W - 1. , ! rYk,, )',yrs; " ,7 ' 'i ,.„ „ r ,ym Mw. EFFECTIVE FLUE AREA (BASED ON AREA OF SEE SECTION 2113.1E {. >" y Y;I F ,,, sr r . - of eei lT \� cuuuxca elx.ux. P .. 'Al1J; ,} °i71 m� + c) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- © FIREPLACE OPENING AND CHIMNEY) r + > IiIiII, r s �, �;'," li S + POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. H veK1w maF'MM. M Tux' Hoeaclnw CLEARANCES L I' Jr" I , dr , ti" C16S,.'1VAIP OIlAOE ORINFpIOree J - m tiLNTs , cry R ,Ib r < ':.,! , „ , b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS m1� OrsBwou7"I°me FROM CHIMNEY 2 INCHES INTERIOR, 1 INCH EXTERIOR OR 12 INCHES FROM URING. ji71k1P c - r P v, � �TLiilr;,l,",.. .,,. , Mi �.9 } ., ^! IAL' 'DOUGLAS FIR:- LARCH #2. AND BETTER QMARINE 4W "� Lrw MIN. COMBUSTIBLE TRIM OR MATERIALS FROM FIREPLACER 6 INCHES FROM OPENING.CK OR SIDES OR 12 INCHES.ERGU WNlpn • 2I7,4;rT'I "1'` ° ,r I �h,.`°( dn�tiY+ yr 'i) u ,,,�f a „ `�^•"`" ) ©rMrMzvatu O r aiEAr wee 4"4,TMICKMASa+aruNrta ABOVE PART OF STR{1C1URE 2141I* y -,`,' + i ,{'r Ar 4 �e a ,I r is , 1 " . " " e INDIVIDUAL STAIR TREADS SHALL BE DESIGNED ROTI THE UNIFORMLY Tw aea acral rul!M,XCEr110M ABOVE ROOF 3 FEET ABOVE ROOF PENETIiARON, 2 FEET - r , ., 1T I 11 .1s T w R 1" y1d`'u- , f�, "'.. {�+, n - �,,Y t' OISIRIRUIED LIVE LOAD ORA 300-POND CONCEIITRATID IAAq ACTING I y� macs woTero WITHIN 10 FEET. '2S , ! x '+ St e ti r'lytMnr;+' r '7IN1h fiAA1' NAr. 11(iA;NC RINE /2 AND BETTER, OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER 1N I �K CI,DPIq I �v�e�W�rWcu xo ` ^"'R, I, ' +'! f"r Xi'r1a I 1.I �r 1' I IYy c +' :" STRES5E5. wHN X (� !llaM uNtEL L I Hr�OTINOW�LlaOro ANCHORAGE STRAP , � bw'vr a r � ( J:".ata hgRZS ' 4,! K ,1 r . 'dT TMgI,4a HPaWrTt — NUMBER REWIRED 3/16 INCH BY 1 INCH �. r ^ A" ,�' exp F' 1 rl 4i^i, y I d) A SIMILE CONCENTRATION W1TFI WOW TRUSSES SHALL 8E DESIGNED 'IN �Tx,au<e1 - -- exremor+ o R�ox,wu EMBEDMRIT INTO p1INNEY S r'^ { + {I IIs'," r„ s i:: r ACCffS$FlIDANCE VATH SECTION 880210.1. -t- erH ! a TMKX rlr�o w,mH FASTEN TO 12 INCHES HOOIKED AROUND OUTER bAR W'17M E-INCH EkTENSION. 2111;4 `" ,,+"I 11 'T I ii, `n "r' a V ^ 41Aa r NUMBER OF BOLTS 4 JOISTS; , 1 'r �" + , ° °k e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS MKq,MFOPI _. XEIKOICEMEMr OWE E0 r T {.. : .,�r 'oixo TWO 1/2-INCH DIAMETER 2113;4,1 r " TA ` r '., ;_ ;I Ir A r+ " �, „,�� "�.�; , . � . � , MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE ©coOil cwmIM \\ . .', ,.. •1�'rcarma NloTHOr FoonHc oE� r�a� .,•'•o:.• \\QW� FOOTING - T 12-INCH EACH SIDE OF FIREPLACE WALL. ' " k ",.V J " tt ��+,'rS Yry �4�n l�+�rs ! T T VAA AA` MOTH {r + T Foot HEA1RH LOIN.MIN 2111.2 + .. + 1" �' 1. ,, AREAS 61" SSD `WME MINIMUM SPECIFIED + 'I� i O ' J �I I 1 i . TQ COMPRESSION STRENGTH (1a) (fe) -r ' VI r r t n „ I 4 "' NOTE: INSURE ALL FLUES ARE SIZED FOR PROPER DRAFT IN ACCORDANCE WITH STATE FIRE ' r r T TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAIL ,_ ' d 1r �' [RICK FIREBOx AND CHIMNEv- BRICK FIREBOX AND BLOCf(cHIMNEv- CODE AND THE RESIDENTIAL CODE OF NEW YORK. ,(SEE "P" ABOVE) °! nI. SEVERE (b SECTIONAL SIDE VIEW ON WOOD FLOOR SECTIONAL SIDE VIEW ON CONCRETE SLABrr - ' ` k ` , a" 1 1 1 k' &P "µt i v {,�7 i ,d., Por91: I fnrh"23Amm,1(CW"301,9 mm. ,._. - 1 � " ' 4 F 1{r, z" r 1 M1v 9 ) r _) %Il r ifJ� � " d 1 ��1` )Kra n I # Mi L�� a,t z ,; .w .BASEMENT WALLS, FOUNDATIONS AND OTHER _ "v �'a"� " "4 �Tt CONCRETE NOT EXPO5f0 TO THE WEATHER 2.500 QC) FIGURE R7W9.t �'•" ' ',4"tt u!�1 FC" r ) 's:l r "\ _''' Ywr G O Lir[ r y 1 „ 'NA FMIEFLACE AND CHI DETAILS Wp9gNNOMOR 1MMUPADTUMR MDOLL r4oug" W R1MLL _ ° ,, , �I,C'rrA BASEMENT SLABS Af10 INTERIOR SLAB ON "-- .LF. 4110rN T - " T , +' ,, q 6 ,6Dt GRADE. EXCEPT GARAGE FLOOR SLABS 2,500 (c) - t Twgm 241 'XOV 14, 14,17 24IA• 241M W "i s i r !' , x "I'll",r , .;'1 I,, 3 ANDERSON Tw2m 41A'X"V4' 14,17 NTA' 1W 7C' 1 4 A ,i . k RESIDENTIAL CODE OF NEW YORK STATE 281 a ANEEREON O1N14 "INN-1t YR 4m HA EA' s ° c } J 'NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND 4 _ _NMOERSEN _ iW T4IMIOI W' 7417 OE 7p• ]41'!1^ 4. ! " 11 `1ZI + kIll I + OTHER VERTICAL CONCRETE WORK EXPOSED i0 THE WEATHER 3,000 d - - - __MIT - ri� ( '" • '-"+ ( ) f ANOPON WM10 r•41ArJtr4w, 1417 7A` 9t 1n' 24' 4,71 9.M - µ 1 a >. n(ai L. y n 1 '' is a ANOMEN TVOW 74'1AY"UM 1117 aS 7R' URI 4,11' ' � It 51 d "I t _c-;tL e 1r "T-�„r'fi�x q'rY. .' NA r _ ArtIFnI1G,l+ TwsME zallrxi�•uq u.fa _ Ii _ _ Ill _ #a1 _ „tl�I,1 A r �r N r„ PORCHES, CARPORTS AND STEPS EXPOSED TO 24'� f,; i r ' a ANOERSIN DHPSI 1r $l7411i1N• 1777 R4 IRI �m 7 IRF: E NiEJtlR 1W Ti tlrX"1 1417 717!1` 14," -7f 4.0 1 ,FI I >', ��V ITA THE WEATHER. AND, GARAGE FLOOR SLABS 3.500 (d) tl w" •, � a ,< 4 ';TI13. 1W fil.. tD ANROREEN 1WMN riE 1Rx"14,' 14,17 Y7rt1M 71' 4A1 O TSR. �" h ' FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE 1— - r4 "1µ —T�7r— "NI' " " ' "yi'- ' 4 wr t 1 u ` ` ;' FOR SI: 1 POUND PER SQUARE INCH + 9.895 Xpe OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME 17 om r4nrX74Tn" T NA I „ N ((o) AT z9 DAYS PSI CONSTRUCTION MANUAL (WFCM)' FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. a AHDEREBM 1WMm 1 d+AX"w• 4'7 7/A� "tear err OlO Inc I T (b) SEE TABLE RJ01,2(1) FOR WEATHERING POTENTIAL 14 A111aR 1W71M l4fAxN /� U,f7 bT. III ',EI" Ifc T,r}' LT STIAI (c) CONCRETE 1N THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING _ 11 N TWI�i /MKE'41n" T 7f 7 I 9 ly r r „ T, } 1 � CONSTRUCTION S' TALL BE MR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) to ANpE1teEN 7/aE Er47A7 f1. 14.17 OE'T 1N' 7P, �4J E ' r I r r + F�'" U ") '1 ` '; I - (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUMF OF CONCRETE) r+1A' I41M 14.17 1A'RM' 94'1"'' M 4ill 3 3/ '��' - �' 11.1 yFy ,41 8602.8 Fireblocking required. Firebloccing shall be provided to art off all ooncenlod draft in .___.__i?____ `Ii r a J SHALL, NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. ill, 14 k" ' (Y.FY,^ '1�..rd I! +� i r - '. • SEE SECTION 8402.2 FOR MINIMUM CEMENT CONTENT. " 13sn NIDE I-0iA'YE'E E1' i/t NA W 1. �, . i:r - IT 1 Pr a, r , „ , „ ( ) between a top story 4 (both vertical and horizontal thelroof and tspace. FumblodDmg shall be provided m wood-frame ,So - -' - TM _6 2'-41W A o form an effective fire harrier between stories, andw ,- 1� —aril/Ami 10.05 I 07W 471 le : � _ 7y __. E "5° �f } r, . - OOnStI'1het10n m the followin Iooation3. '. _ . , . - ._ .. 9J Sar '1WIv 7E TA 1 " m", ',f i�% S a s - 1 w 21 ANNWMN vil 247A'X4/SA' 1OA 4Y " "`ITTr r'+'� + g z, AN7B168J, - rnn4 7-F7A^Kr4w° a1Mr. .7t�rne " ,- 7.x " e4,, E, , "� IT I, 1 , a $ tIAN,GERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE 74 Aa1/11W Grw4 747A Er4 EE ails rinr• ri "t g, G- g� r' lel(7t1tdT 11�4CULATED FOR EACH CASE. 1. In concealed spaces of stud walls and tions, including,furred -x -- —A7+oe1aEN - --Dwt7a rear �v - - Yr r War ear Er . Jl �,�"°� spa parti g, spaces, at the ceiling and a l rK� 11„ I'll' '1 Hoo,levels. Conclude(1 horizontal furred shall also be fireblocked at intervals not — ,� A4awa4 7nr :,ILfY wT/n NM mr I NIL NM wA ,,, i ;'. +r'� 1 i r” , 1 exceeding 10 feet(3048 mm). or blankets of mineral or glass fiber shall be allowed as m ArmREEN 7nT aua ra 1n" , NA wA wA r I� <µ,`,;;i err IT I ( '° ` firebladcin wall$ OonatrtlCfed lel x AfDERBEN ia17 Sti 1'•991• WA WA wA wA Er+. _ '': , " " , q nl r "` r,Q,J iT , ;� '-gi41 tti K1NO� IN , ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, g usingparal rows ofgo&orstaggeredstal 7a mwtm mIf r4alXr•Tur wA A NMMIEFIll '*,• ,I „ "fl �,� °",' " IT1 'i 4 s p' 70 AMORO N NIT 4O11k err 174• NN wA NIA 11 r �,w;4d, r ^rip g' ArktERl'OAN FOREST, & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO 2. At all interconnections between lxmcealed vertical and horizontal spaces such as occur at FLA1 ,, IM-4lIVd(�"s,'''`*+i00�4. SBC HIGH WIND EDITION. soffits, drop ceilings and cove ceilings. gQmwumr,,, A ` L }8 r 'f L, + ,, . 1 ^ 'Jc e d , tA 'MORGAN ell V4wNW1IT t7 3r it ;NA 1a, 0 ', ' s 11 'Yd a• I 3. In concealed spaces between Stair stringers at the top and bottom of the run. Enclosed R I2A rHEFA'VTRU 70 IV MIA spaces under stairs shall comply with Section 8314.8. Anowa,.. tipR z•,a�sxcarovr nM :± �,K..:. , ,7.,1 D ' ' ^�" TIT , 5., 4LCr AN ' . IT A6 'OOIATED ENGINEER WAVE NOT BEEN RETAINED T0. INSURE PROPER w rwwEgl a •++ r wA. moi' I 1;aLT. MIN Mil�� `, `y '�( ' Us+ / n ala *(aI� ` ' 1 ,, ���� 14aTf~k lAl ,',rqR WORKMANSHIP PROVIDEp, TO THIS JOB SITE. 4. At opgl�gs dvimd vents, pipes and ducxs at ceing and floe[ leve" to resist the free SA I u Ems t rvwm,m 77.0E ,+r 1 1 t (Ix rIl I 6 I q1 W I e . �dt°� ,r �T il)„4"* 1 rr ,r, r ��<" I, 1 Se OfHa11'IC and prednCYS eOm ate+on. _ _ _ E11bIlWO'COYY 7D El7EFATT-0"ONFlRUDFLOOR - _,_-_ ,� .. ._. yL T''J'r` +,t�' '11 neys and ection R100 1.1 6. r T ^ _ - (r. Firobloclang O COrltleels Of�q two-f9Tltlly dwelling see Stellun'ed a{ the line tlf dWOIITII utllt ._._._ �ICAIe -Aw.wraows oN s xxe,+aE"rD_EE's�AT.�,+v ftemm'wonF . , . - .- , ' T. - ,�.. I,� rr " d " ° aY4� "�1' I.I �' x, I,1 KOTES: g separation. t + ' "',; I' ,a1, k 911€,i4l IMO TO �BE NAILED IN '�ACrCORDANCE WiTH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION ��� I ,�" 1a ^ I ( " vIPT„ y (AF PA):'W M FRAME CONSTRUCTION MANUAL'-(WFCM) FOR .ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. R6102.8.1 Materials. Except as provided in Section 8602.8, Item 4, Sroblocking shall consist of � � r I� i { � { �"1�1� � ,., ,' t ° i I';^TI, t. 2-inch (5'1 mm)nominal lumber, or two thicknesses of I-inch (25.4 mm) nominal lumber .." K(i, ,` I° I' R` y del1 . {Tt A i” h Irr , It (I•ll, 11 .01 hal - T.6 bt ,NAIL,ED TO CC'AL $ILL with broken lap joints, or'one thidmess of23/32-inch (19.8 mm) rood structural pends � � 1 , IJ � fl ( 1 r '^,� J` ) "SI%A?",IN T'O' EQUALLY SPAN 1ST AND 2N0' FLOOR BOX BEAM with joints braked by 23/32-Inch (19.8 mm)wood structural panels or one thicilmess of MgY�h'rw9b L "1 1 L � Tfif1tN �TO'� Q�WALLY.' $IRAN 2ND EL OOR tkND ATTIC TOP PLATES - 3/4-inch (19,1 nun)particleboard with joints brckod by 3/4-inch (19.1 mm)particleboard, ,r '° 'YI ;1'IT 1 s"I d d"^"'j r A yr Owinch] I2.7mm ( ) , xT �Ir {1r L T, '! �1� IMQ fi0`.BE NAPPED TO TOP PLATE ( ) 7 err 1/4-inch b.4 mm cemenbbf�sed miUbcerd Batts a �y ,,IH „ ' TTy'd ° n r 1 n n' }! v er ,° '7 1 vin r �YI,'I blankets of mineral wool or glass fiber installed in such a manner as to be securely ^ y L r 0 f�-( *T,IDNS retained in place shall be Omitted as an acceptable fire block. Looso-Rll insulation � ; ,II � 4 ' � ., .° I , � 'I.' material shall not be used as s fire black unless specifically tested in the form and manner s �' t I' L.I �' `, E ^ r1t hardWar `-sMTowh_ or, tt1'ese' plans, intended for use to demonstrate iks ability to remain in place and to retard the spread of �, r- �" , r,d `,`ti �I `,�'1 ,, ' + , �e a Ta r e€ e- i _diCated, Is Simpson Strong Tie, fireand hot gases. yp- Y ,I �1I�t ; ', T s� 8 ,utlnrT"s rat`s 'P:Pt`oved ' or authorized, r - " + ` , tr; " Ir g?d;j 8602.8.11 Unfitted tiberglass. 11rIfRCGd fiberglass batt 1nSU18tiwE used as•fireblodring shall 611 the © COPYRIGHT 2003 EAST END DESIGN' A$50CIATES tJ C S ' S ' " ° e fGY �. )T9�,rpla'tipnhlps bF framing h'nrdware to ALL FLOOR PLANS AND 'ELEVATIONS ARE PROTEOTE© i " *1. . i °IT' e atlYe'r (�pP1'pgnht's of the struCtt«t^E, 'Any fl^nrning mhtiresosssationofthewallcavitytoaminhkt►umheightofl6inche� (406mm) 1 " 4I ..,I• ,l y"BI1N, f"6'' 5!„Iostl?ku igr15 will render these tans nteasnrOd vErlilaalty. Wh1�t piping, nOndnit a similar abaMxXionr arc en UNDER FEDERAL OORYRIGHr 1;.,4W. r F c0lmterOd PLANS MAY 'NOT BE REPRODUCED WI+THOUT ,r, I thLttt and •V#lflt, G wl'd Wt6t' result in the instalyer/contractor the insulation Shall be packed tightly around the obstruction. WRITTEN AUTHORIZATION. I ALL PLANS AND DESIGNS ARE THE SOLE' PRQPERTY 'QE i � rtRr > �g1"X'1 'Llt''t#SWFT100,.';restponsllDlllty for+ the •design alnd EAST END DESIGN ASSOCIATES, LCC. "- • a 1r ` r «Jud „ ':1 fgrRTan 1c1F Yle entire' system, 8602.8.1.2 Firoblolcking integrity. lite integrity of all fneblocks shall be maintained. THE RIGHT TO'' BU LD ONLY ONE STRUCTURE FROM, THESE L ii� PLANS IS LICENSED EXCLUSIVELY' TO THE BUFYER. s y ��,"Il` F I. L J; - 1 ^i I ¢rr s -� , � I SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION F; - UTE A MOIDIA IF 'L�+ TIM B• NALLS 7105 MTS20 LTS20 SBE or TRUSS. ALLAWASLE LOMi WI AD O � Ir FA07EMiN8 t33^5L 1WiH NOTE. REFER TO SIMPSON WOOD CONSTRUCTION INIMLSITITAL t - ` MpOI>L &A UPLIFT UPLIFT' (133/160) 41117 CODE �s N0. _ - ULT. - Of REF, - PROPER INS MANUAL FOR ALL FOOT NOTES AND -DLT. PROPER INSTALLATION PROCEDURES R'V•ItW11� .Pu1E4 sTtlDB (133) (14W, R F, (133k sTu r- 115100 , I TAKE-MPSON SIDEPROMDEF 01 NOAIOIS ON / TAKE-UP WASHER CR UNG 10 4-64 ''_Sd 11-51.. -{MI pap i0a 400 -- —' S. M AND OF E O .RAF . AND ON SIDE OF RAPIER b CODE 5 1 ALLOWABLE UPUFT LOADS (133) 12 , S AVG AUA UPl1Fi ( ) �ART�1 NO �' UL?. G T .Y r BOLT .NEN LFTA REF. ej", . a CA EKN ad NAIL SP4 W0 '11, 'LYTA Is 2r 1Y 16^100 ^^' 4200. -- 1205 -- 1400 5, 44. 85 51111 ' p11G-FIR LARCH / S0. Plr{f . p FASTENERS! ALLOWABLE UPLIFT LOAD MGM L Avc 11111 ,ad . , Aa� LFTA W Na ULE LSTAZI /y 14 1o0 10d x If (133 / i4-) 033) (100) t II Jilme 10 14-100 14-10d x Ir 3110 1000 so IODD J, 41. 128 MT420 20 14-100 14-100 x 1r 3116 low 040 1000 3. 41, 125 ARTJk12 Simpson Strong-Tle Q C,7 H GA10 LR720' ;tl 12-100 12-10d x IP 2383 776 720 720 3. 41 CNW- COUPLER NUT DETAIL "E" - DOU%-FIIR Equal number of a nap as RAE CODE specified nails in ata � L W (1. �' each end Simpson Strong-Tie DETAIL 'rI�" w . II c . srs bia e7tl CS16 LTP4 ,5 U $15 `.e4h 670 6. M. 97 A�1 x 1114 646 670 DETAIL ri1Hr1 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION U) ' (DF/SP) (133) HOLDOMN HOLDOWN ARTt112 DEREC RON DEFLEC71ON CWE STU u T HIGHEST 8 A M AVG LENGTH OF BOLT AT HIGHE4 REF. A131W UL ULT.Ly Lr. IN VLRRCAL W000 MEMBER ALLOWABLE SIMPSON N AN ALLOWABLE BA 80QY ., . ars LDAP RAI „ n GA 4-5 44 W H B 50 CL OIAx' LOAD D TY DIA 1J'• 2• 2(' 3- 3j• ,Ui• LtlAD TRETI RAISED OFF TAKE-UP WASHER LLJ III a Ili HbfA 10 '12 41{x '' 2r Y. 2fy 11Tf' P 2 12150 1555 2056 2385 2775 2775 2780 0,055 0.077 THE g 2, N, 82 • "'` M dME4791�9 RAs1bNf,Rs AVG DF SIP CODE a ART`�"x12 W L 31U PLATE ULT. 1 (ISO), RLP, �/ Sr '7J• -tad x Ir 'r 17 736 EEb 7. 40. 127 . .. „ ; P40- � FA ( W wt.ufwnbLEroisIoN MS CODE AtOA W L NN0� (160)WA21L 211Ir 1Ly- 1 1M,' .TPT ALOWA� TEN61W, LOMS GO w Simpson Stlrong-Tieis 111- 1 24 Dxa 7370 1n - 7 oLUS46sABLE rFN90N LOAb NAIL CODE ALLOWLF(TOTAL ROREF. HD2A ENGINcA CIIT LENGTH ('Lp'TAL) (laoj (133 / 1so)a oaF AO NOTE: ALL HANGERS TO BE USED ON MIS PROJECT HESpsan'. UN SS OTHERWISE 7A-Od 1235 1650 2 ' ARE TO BETOP MOUNTED LE r4 b1 +3 ' ] Po11C M1 SP 7 404 L2EM ANNOTED. FAILURE TO COMPLY PITH ALL NOTE$F MI. ON THIS PLAN WITHOUT WRITTEN AUTHORIZATIONIr rI, W H ,B .HEA71015 JdE1S AUPLIfl toExONROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F10d 16d' LILT. 33 la0) t0d 1pd 700 1110 tpd lad ALL LIABILITIES ON THE CONTRACTOR. Cn H U11 2 150 12110 ] 1 ] I 6076 n4p neo opp 1 . +a x DETAIL _- 4-1011 4-1w 7STU �14 1 2085 30 e4 ,ZZ 6?�' 61, ? e-lee a-,ed >e 1765 zlas e6o, 0110 1 M 6.12SIMPSONFASTENERSoAnq UPLIT LATERAL DDDETAKE-UP WASHERAVCREF.A- Ta RAPIERS; To PLATES Tit STUDS (133) (leo) F F,., 4 4-1Ds}'x) 4-940j"x�' 1527 WS 435 nes p4D 180 I y CNW- uA SP44— CO U�LER NUT II it'��W�tlas MTS16 COUPLER NUT - D.• MTS16 SP4 SIMPSON TOT �uEl � HD2A sTu �- TAKE-UP WASHER gn DIIO 5'YOEOFTRSL SIMPSON LSTA21 SIMPSON •I. CRAt TAKE-UP WASHER W W p 43 w e 0 LSTA21 Strong-Tie 41m HUS210-2 f, u SN 2 • LL VERIFY ALL DIMENSIONSIIc AND CONDITIONS-PRIOR :TO CONSTRUCTION F1 u • II �" ANCHOR BOLTS PRD= Nu v 836-2003, SRR saro.an 5CI!Onp-T{E R,ATES DETAIL "A" • I DNAwrt Of: L M - E5v1Brt ; r, r1 "Gil n n CMA , DETAIL D DETAIL G DETAIL ,J m, earl Stranp-Tie E"p NSA" Simpson Strong-Tie LFTA ROD SYSTEM 08-06-03 LFTA LFTA II BP SHEATHING NOTES: NO SUBSTITUTIONS ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION ((AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. All framing hardware shown on these plans, unless otherwise Indicated, is S'1mps0n Strong-Tie. ((1) SHEATHING TO BE NAILED TO CCA SILL No substitutions are approved or authorized, ((2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM ((3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Due to the relationships of framing hardware to the other components of the structure, any framing I' ((4) SHEATHING TO BE NAILED TO TOP PLATE hardware substitutions will render these plans • LTP4 NOTE: null and void, and will result in the Installer/contractor SCALED. I ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE assuming responslbility for the design and 1/4" = 1�-0" • LTP4 REQUIRED AMOUNT CALCULATED FOR EACH CASE. performance of the entire system. 1 SIMPSON LTP4 NOTE: DETAIL "L" EHEET ME- LTP4 A, PRO DE SOLID BLOCKING IN ALL FLOOR JOISTS AND TERS CODE F THE STATE OF EW •� DETAIL "CN FANDAMILY DWELLINGS,DWMERIICAN FOREST HIGH WINASSOCATION (AF F& PA)A WOOD REQUIRED CO STRUC11ONGMANUALO(WFCM) FOR ONE NAND YORK D EDITION. CHARTS DCALC. �I Simpson Strong-Tie NOTE: AND SIMPSQN Floor-to-Floor Connections (EAST END DESIGN ASSOCIATES LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. STRONG-TIE �I pE TAILS _� � - - - © COPYRIGHT 2003 EAST END DESIGN ASSOCIATES; LLC. lI ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED LTP4 n n UNDER FEDERAL COPYRIGHT LAW. DETAIL B PLANS MAY NOT BE REPRODUCED WITHOUT LTP4 WRITTEN AUTHORIZATION. " III' ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 4 0f 1,4 II ,. r SITRpson Strong-Tie EAST END DESIGN ASSOCIATES, LLC. 1 Flo`C)r-t0-•FIOOor Connections. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ; '411 r<iT ,"° ¢"f "'^%4 ,. `"f , - .. . , '�i� - - - - _ ,.e w ']T",'M aTT ""� pi ' s` ! .,r,. , , 7111 . , c .` .�. V' +� ' lit II,.JrLi tk11 � ah 4iNt,) t fi , + r _ "'� a °;Ii ,, gla3t 4 F,,9Ij ' r l " N I, h' 4a )fid 1•-� I y'.-' r i :a '` f " 1 +x1, to Tebb +t oa R Waofae�nt Ybr Wind Loads 191�1s e% f•Nb . CII!►1ot�M'4b law�tattesfeplM ,„' 'r ' O' 11; - , \r AIRROWa19'0 A+tfl W &6) .-__ -_-- _ -.-.-._. _ .__+_ a ha ' , 'R ., , Loads .. botak y M Yf T a , NdDMpgt Trmraat ---- -- - (Prescriptive Alterrletive to Tattle 32) „!1 2�E a` " BL-1 Thrtt setwm Ond At 90 IN uo 121 ua uo so "' V ink wlr Blee6{npq) 7ba45eomwam , 90 100 110 120 13 NO 4 . n.0, winits fb SMI 110 1 S 110 i,f0 r 1M p[bMItlOB AM*WBib ,, 11! 1 VAIN YM�3 ((1iwM .y+f6,) Y 6Kjdll B46roo udxpw !ftoomofMCala NsbamdBuNNMY41W'6f l-Lwz".,wat e f E P E F lIfUC7VW.MPA71@IO 6 P 8 F E F Supports{ Papfria ft Nnpllnl.4fB014 BNnk•6n>OIMnall Linf''u ,� tH � (1MAl,asDlrLyA1 0*10 fhaiuPatr�.or' Na.Tivarspalq opowoLice , ', 2 1 pf yTry6 gW�^;`f astifo S I 1 1 g ) 4 (�h-,o.c) Motion.N.11SpailY ftr b C,��NoM or IN Bin Nii ,N«M.oc)' � 2 2 - ' 11r,1� r A. 1, i ,j " T '.;); j-, Y111s�i.aa.7 ( ,' 3:17 24 S 1 7 3 4 3 6 7 Innnw 2a« 16 6 12 6 12 6 13 6 12 6 12 6 12 6 I] 6 12 2! 2 2 3 3 4 4 3 S t e " ,,.di r, V 7 " 11 a4. 4fI i, :6i'4 1 4 19.2 6 12 6 12 6 12 6 I3 6 12 6 12 6 IS 6 11' 26 2 3 3 4 ry 21 2 3 1 4 5 t 7 1 4 3 7 6 , r r o1s 34 4 i1 6 12 6 12 6 12 6 12 6 2 6 W 1 121 I S 32 3 3 3 4 S 3 0 7 A tell 32 { 7 3 1 3 7 / 9 6��2 ,� .,,: � , "r 4" a �" 1dW-�� 7b 3 3 1 s f 7 9 . 12 6 12 6 1z it Iz 6 11 a 12 6 12 6 6 s e 36 3 3 4 4 S 6 7 9 6 my u I ' - yr rt ly' 4 " 2r'z' '1TM 24"a'i, 16 6 12 6 12 6 11' a IP 6 f 6 6 6' 6' 6' ti 40 3 3 4 3 - 6 7 7 9 ' * c r r .6 Ma04. lift" I1 I I 1 2 3 2 3 3 heated.Edao Tine a r ,q n ¢♦tM lt{, r , , 30 4 1 5 6 7 6 9 11 k r v �� _ 1{ 1 I 3 3 2 3 7 1 19.2 6 12' 6 II' fi 12 6 6 6 6 6 6' 6 6' P 4' "4' ' 1 of 9 " '++) oar I t . 34 6 12' 6 12' 6 6 6' 6r 6' 6' b' 6' 4' 4' 4' i 60 4 S 6 7 I 10 11 13 ' � t rI. " ;,'1 � „ ' + '��� twaw*$. y , "ITob3.sA) pwad 20 1 2 1 2 3 1 4 $ 70 S 6 7 0 -' 9 11 13 IS `k T' F r„ , 4.,, ! •��� 4:11 >• i 2 i 1 ) 4 ! 6 Cmblc Bd'•dl t",m 6411.Tnw.1 Lonbom Block 6 6 6 6 6 6 f 6 4 4 4 4 - I #, ,11gi,, y + "I"' d6, i}w11' *aAA4' hat M!qt Cnkc Ebdwtll Rock.. True wla Rakes 6 6 6 6 6 6 6 6 f e 6, 6' 6' 6" 6 i0 6 f 9 9 11 3 l4 l7 ✓'I �' .� 4 I,, r L S 2 3� 3 4 3 6 7 20 1' 3 3 4 S 5 6 7 )4'+{1k"1 Aril.." 4) y v: - - 32 , S 2 3 4 4 ! i 7 24 3 3 ! S S 6 7 1 ' a,i$ IF, " .1, bhwh1o631u IU6.Rw.Spacb� Mmimnm NumM ofWCammm Nd4 , •Y u ! t a r ' yc 76 3 3 3 4 S 6 7 / AMgf16A776N0 76 3 4 I 3 6 7 6 9 r 1 tt Iw fY f J . R ,* wah Md lawfolfilk 12 I I 1 1 2 2 1 3 (main,ac.l , ,3 Al �7av , a Ik )„ t"'313 $ 16 1 1 1 2 7 2 3 7 hr6 n 13mria 36 4 3 6 7 a 9 0 12 t } " +1 _: ,,y. lab ore lu63henkeR 11.19] 2 1 2 I 2 3 i 2 +_'1 p1 ,�i a a`'' 1 �'ITn' �N 40 3 S 6 7 9 to 12 1) '7�'6 y)[„�.TJ"I11Tkl 3f/B 11((6 n�q{Iltflk 1 1 3 7 3 3 3 4 I.10aLricr$mdhvi IY19.1 ] 3 j 7 3 3 3 7 _, F I so 6 6 a 9 11 12 t4 16 f a 6 r t a.Ix' >. x ¢ 2 9 3 4 $ w` + �^ d''6I'b M 60 7 1 9 11 13 li 37 19 w n t. - 7r i 2 1 3 3 4 3 3 _ - 1 I .,� -�rT k r 3 E Nnirpebbu putl eda.(inl 70 a i 10 12 I! l7 70, 23 ,' t 1 id� l1' ulile ,, ,) v N 30'.Mo 4nt6d P,M 31 2 2 2 3 1 I ! 6 P Ndlsacmrn mmlmdlw thio me !0 9 IO 11 1 l7 19 - "I ,l ,4 w , 3f 2 2 3 3 4 S 6 7 Pad Odd(in 1 U ' � ' ' i Ir 26 4 5 6 7 g 10 ' y r olid odd. ic nwiw«ten 32 5 $ 1 a 9 It 13 14 - ' `, , g+ n '1 13 I 1 1 1 1 3 2 - 3 F.�mohhwmi wb1o41a,ullhe + 4 ,, , r 4 , r Pm edpearo.mo41a1dkN Rd weacb rile aflM rocs(«al lM4faa vroter was arwdu.e6r P„ �p '` u' ' 206 (t11 .10) 15 1 I 1 2 3 1 3 3 7.bluWtd l Inc 12 inch o c.oW , manta reader duvWd n nMlwd n.n1v ween cost G>049. Fn 76 5 6 7 4 l0 12 1A l6 ,kTt„ r ', . .,-,: - 20 , I 1 1 3 S 3 ) { o6c"a Y Y Busby mesad wM 041< O<tl49,N.wu 3Smria 10 6 7 i l0 13 13 76 Ig ��Yy, �, ' , , " ,; ' Tiold-66mche.c nulrpslnfom.>bamini.rowwr.ft,r .6 .,mtmbcnwhhG>0,49. P. inomembmwhho42<G<049.Woml 60 9 ]0 12 14 17 20 2a 26 bWi rl�. ^�^� 1 { I WNr t ! '' , 'k' ' .ryetvp rmll Eco r.lue.lm6rwhn os 49'6 t � r 1 i t f ¢ � ,- .,r ¢'kd 7"IOd pttpPprt 1.12 7• t 1 2 3 3 3 1 4 SO 7 6 10 l2 14 17 19 ZZ � , 9° r '. b 1 7 2 S 7 4 4 1 mit shall b noticed 194 krM.6c 'd 11,', alt { 32 2 2 1 3 3 4 S 5 tEldtd4inc6o.c .111 rp.cmPmuaa.aomhln mtreedrontkdlnar(=in m.mhdrwst O>649 Forl 70 10 it 14 17 20 23 27 11 ' /�y .�It "i$"I, ' .,i'i - .Y 3f 1 3 3 1 4 4 S 6 rptcmn.ball be reductAm716cha arc /�� f n .�..Ief6,guN�reab.utwrmyo 4l<O<0w.lhe,un I2 1 6 19 26 1 1 �6 11 I 4..a 1 �{^u r ,n", a,, , r�' a" ,��, ., /tr :)13 ' 1 1 7 2 1 + 2 ' 2 3 uM T.b. `,ult'ajOrWlWi �awsf stilt /ddlw*'Att4�Mt R�r...au•Pw4aa fr Wi" ' rbfti fUbooft01YAr�0M14 a t"1b WRO ot1M/MfIN4l OK M m fan dO do O*w 04 , .'I ' ,�,) T }' '��, F`, ' 6aY I MForoulpit >J`4 [ TU 4 T:124212 24 i 1 3 2 2 ] 3 / ' `' .i r g a 3N:� ° t rl(1v 1 o e v r, { ,, r � 3"dpld"iold Lowe" - _ ' 9i1 awYrtlntd�mfib�4�abd�4a�tll�r�u�.N�IorL,.�)ImA�YglArflD�p�ayl�b�'S`tl.bh�),k7.9a �f.�� ry,� _n. �, + �P )"dpllr�hW 332322 3 2 2 7 7 4 4 1 V s0 100 TIO 110 I70 140 150 Lotto and i0 to I OWK cotrvin �B/pO ��AOW F �Y RrM.t i'. µ r1,, r t . " , !,`.I " 31 T 1 yy3� r F q{ 9 a iRalpt li4aP3Ma MM fr fold 3 I ! b =O.alWOuat x ., i I T x ' i "4�'r4`� tel"1,(-" ' i Y q 01 (riaTN(p 7.11) t1k0 prhWtlb 0. IYl WM;$fM i` " a v, l t 11d (MM"Mfkc ) aatlim (Preacrptive Alternative to Table 32) ,:^ � '': ' �' -,----- 9s 90 loco uo I20 - -- -'-- , ,�. 41y wd'6€P " " ,u 4 '• n flbim6ry/.anarlw bmba.ma+mdWa/boWiblblpwaB. 0 P / F . 8 P S r P F E 8 F 11 L ,1 - y 4 , :, k Pa's4 ' 1'fbOrW6aTelaMrfnylinMr611M4ad tlW3*I�,MMak06ff1klbefaMrlflbldrdMd(06a t09M)= Thin se6olM Owe Wing 1 ,. pd(nWb) 130 I@ ISO r � [ �. ,"1„{ y§ r" . . 5 Id"%b'fu r� 2�1pd, - 4 T!YMI�IwArNIw MYI1bw�MMlti�aN3i«hlMprbl�+wWNt141Nr X1�M►rlwY/,�MWYUr Said ktW 0 I , ,, s ,,g r - *low 7JMRy0o imbw: ftnnbm/Lmli ifaahntn NW 1p hog ged 6d Conan N4kalOd Bw tLik fmoM+,o.a)' .teem wtu r 41 r '': 1' ,"fa 9 (- h i r Crrkfsgr �) V 6 U2 24 72 (hrbr,e.e.) C 12 anationalls.=with. FowdMioa 9uoldppmtby Idwmob Awlgr fU3Pam6/{m)"164 k ),, V -i �' id i l ,,;,M 1 ,,a v ","" ' DO 6" Illi"fWd 1.60 1 1 2A0' 4;61 f,0o 11 f I7 6 11 6 12 6 0 6 l7 6 11 6 I2 `6 ') 9r�+3 x a y +' '" co 1y _ r MM►' MtrrN'8f 'a0ftbf r6grdbrepy0 Iowmr tar If 6 11 6 13 6 11 6 13 6 11 6 13 6 11 6 ISr - o A .-y" d ,rhM 1 i y r /Dal, CN 6tf66f/frOw Y � r b 14 6 I1 6 11 6 13 . f f 2 IV 6 12' 6 12 IaknlrW Slow Leads - ) ' 1.1,„rally rY 7 mks rr I� ( '. , riw3.1.1bddv,wwow*momtmm"MrnwYq -- '�c a wi r E'N + r r 11 f i2 6 II 6 13 f 12 f I7 6 11 6 ii 6 13 li y, , ;li $P 1 't, - i 2.104 Pt pall Winn4 in-16trurdarHoot.rkiO* ,w nuYt atiod axmM W mmaodottecawdeatds I. Mt1a s ',q 7lytir '' s e -',i I- l .j'".,t 9 I4* OPOWdWMmhtiawbpnffd,arlrwWkb4M141*w*Awm*wof1'Wbft*Wbioa*md9f*iogo[kwtl rugazoa 16 6 11 6 11 6 I3 6 12 6 13 6 I2 6 12 6 13' }tinrfpdn limltl.rt muNmptibel ur Tnbk l3 p i ' �',r, � , r'. r ' "^". . '� W� .' liR1MYl/ mAlW ,aMrAlthe -- rM. A Il 6 12 6 13 6 12 6 12r 6 17r fi IZs 6 t1' r WMn n100or bolmueuwlr9 mat up1lQ mktl,mal. tbad+,tle uralpum anchor bolsybchq.hall mtdsceW lie boiler oral"mpWatd F�'{, 1, liL I.� -;64 �M , r, I6ku ranob�Yrlrfubtl pgllnra6)Odbpf rM 4nw1 coal«r mal uPGR lo.dt(Tabk 3data .2C)nbreN vWYlw lark(7y0k 7.SB). P«arharul6horboUlmrlmtloonra 9«non 3,2.1.7tM 3.21,1.' - I; +11�11v r aWSMM Tabukmd arca«bol�walinp farkwAlWthea Unds..awed wWlala o6wthad is alcadaae v4th 9wrkn l.I.AiZ. Fm Omar wsll.hssddnt11 6, x �v ,.' ' ) �16f1EWIMd�IWYffdtyl116'J�IIIbMMfWM6bbf4dpMdbl-16d�*lpofr 06a1detsht bRa,7hla Spam/ MilwaNutlra4 Canine Will a 104 Box No& rypt4 the abulamd urMrWh gwemp"be divided by lid apprapbb ibMUb6 q,pesdjlrandi ficmrN7"3,17a.bol Wro cone rMli "' iii lv / M ' Fw dace Mead YIIMmd ' ' 1 j u yt rn v I aC AMBIICANWMCM#M ondusaan) Pat «chat boll spamp awed 6 fed eocww. asn" b dourmioa0 wmv the lads 0x«716 3,5. µ` ' 1, i „ 116altipistaft IYM 7 1 2 2 1 2 1 1 6 woftkv lad1r110nryh,co WSOubm6bt*Wvar Oob TaMe3.5onWRim262pir.lM icanwfton omlU TsNlo &*A Itafter/CoMbe Joist Hal Joint Commot Ro4olmmonto 1,16« 12.24 3 1 7 ] 3 3 2 ] w 4� , r4`711,11, e (Prescriptive AltergMiye to Teale 3.9) B N.p rp.ef+P�wn 1m) "' yr ----- .la r ,�1, i x J " f . NAlIrPnlrnlnwma6km.uppam m dN end Mid It&) �� ' � '. v ,' I)atl' ,Baof Aa4wb -DL•i 1 �1 � )' _ ' F&"lr6eoNMwiWn4bO6fdwre Wn4fMdp�Webmala9� ftnbluad. {.�IIt.. " 4q.. p_ "Pi^ d -" ¢ ' 4 ' , v ! t RMMLiw t'o6d OMlndSrowlad 12 had,o,call Mdttnuna yrMlnp YmaW bMrl hanin6a�bmwint OL0.49. Pa lrwb/mambmwm OA35G o0A9,tk and IoM Table �.7iC hill or ROttOm Plats t0 pOYndattoa Coaaoetlons (Auobor NA11lts) :l , ''. ' 1.p , G G t - , _ !w r I -' 4 t ' *,it wudrdend m 6 inch"o.c r rlrD�t - b iID rDD_ qui lin iso li1P Iso �•��• • • t0, f • 'mak n 7� °..�.��. RosMtM1/ uplift Loads froth Wind - Lxpo"re Y �; e " a , , , ' Roof wfa.I Paacmlapod wl bol vik owl be prmlM mbv mmdmtaA lerca®onvdlr' -- . ..__ (Prescriptive Ivo Altemetive to Table 3.Y) e III � 4 , ` n + t3 11 )6 12 6 11 24 36 12 2/ 36 Y phi m B. gt ', dM1t ltaitwotMcbirilBpia tWBtMNtmtrorwBfq r�A Iwtet o s.9A i/2"Amthor Roth illi Plato to pos�Matbs CwmootloRs RssistlnR `- ------------_ ' .'i' r , r ti � ' (M,) Pio* tYRBixMb'fmd'lll oo4si)IIb3'ap nM Coft Rda S1 SPaiag 19J,1}4 ° + ,n ld I - opt RaguhrdNsbs of l6d C«mrmn«40d Bos Ndbpf Hal Joist Gmsctiorr 1 k" (m.) Shoat Loads from Wkd - Exposure R Tnn4 Haa1d num wind , 6Y6 , t g 3 5 3 J S i3 90 100 110 120 I70 140 130 k '� ',,: ' , 12 4 7 10 4 6 I2 6 i1 17 H Is 23 (PfeSCil Uve Altemetive to Table 32) px . l i i , 3 ). - 3 3 l6 S 9 10 7 10 15 6 Is 21 Ip 20 29 - - p Boston Pine io FamNaOm Balt Promotional Supporting Minimi nAnchor Bolt 1� ' 4e1Jrlfi t{ j' r• 1 a ' fa ) a +, . T �r _ J 4 1' 4 1:11 191 6 11 l6 6 !2 U 9 it 27 12 74 ' 35 -� Ooeueo .dAmWM f1a) Y i 7, 7 I) 1 " I' u c i :-1; -Al 4 4 Whd 90 t 110 I 40 130 - 4 ", 1A 7, 1) 19 H IS 3 II k2, 33 i3 39 M I- �'�'�, 1 r ,, '7 6 "! 3 S s huodtmkn In" Rs tf[amd41 -4 6y r,I "'+ .i 1 1 c, r 2 7 nMr. 70 N .33 t' 15. 3 '¢ +n a �S r 1 3 ! 6 12 3 ,S 9 3 6 9 S 9 13 6 11 17 Support Pupodwww 1a,2 EftI q 4 -'T t 16 4 7 10 1 g " 6 11 17 8 15 33 BMawrO Lhoff NsbtafBelb Ragabd in Mh aHLine Y3 . 71 72 S7 1s t 30 7 , + u3 r - - 4:12 PnoeNm---_arc beds««option.m Told,3.Z 1 ,+ 1 a,' ', " , T e 19.2 4 f IS 5 9 14 7 14 20 9 IH 27 2 2 2 3 1 - _ lalf�f4i';IIp�17Ai11. WhenaaMr bolt.an"teal to mhlnplS1.41uN,and.hrrlodr,0e qunlmuw noahgr bolt spacing#uU om attend On ltd.of the ubuktd04" + ' ' ,° 2/ 3 to IS 6 12 17 9 17 27 11 72 7] 16 2 1 7 3 3 4 4 S v r 6 a 4 J, Vr TI-�MM Yt6tratttbbdb,lioo dlMifp4YIMB1nYlfManplWar actrdtk vAlwa fur opWt leads(Table 32G)or mined fad door lo.dt(fh10 3.2a). Per other who,bolt Nnimtiay.ee Slitla 3.2,1.7 up 31.2.3. 20 2 3 7 4 d S ! 6 f " ' 3� t11 I3 I 4 6 3 5 7 4 7 l0 s 9 Id ALTERNATE RIDGE STRAPPING " a I ' " 14 6 yy� r 16 3 6 / 3 6 9 5 9 14 6 11 li 29 3 7 4 4 3 6 6 7 a '"7u, ':M11Stit Mt�iliI11MIM/)B6iiB1{Sf0{OBaMOr MNIM�flft!tWM6�6bf2'Nl6p pkb 19.2 4 7 10 / H 11 6 11 16 7 i4 21 2H 7 7 1 S 6 6 7 8 GTAL TO E LISM IN r%kPA D QQ� !w� 4'" 'A( , 'LL ' 4 , a 5:12 DETAIL TO BE USED IN ALL ip 1 Fv I h r I Sr 71 3 1 S S 6 7 N 'ea y " _ +c " _ 24 4 8 12 3 9 14 7 14 10 L 9 t8 27 36 4 4 3 6 7 a 9 II 9MPSW 43TA24 STRAP RE TO OQN (dTTON " �J e)", il of r 12 3 3 3 3 4 S 3 3 6 4 7 10 w 4 3 6 7 9 9 10 12 To BE INSTALLED 16" oo r " -, So 3 6 7 8 10 II 13 15 (ON Y RAFTER) er el 1 , ! .v4 d��irk ' `�' 16 3 4 6 3 3 7 4 7 10 5 9 13 �o r{kyr e 5r' F ;5. ' �r eco' =q,vlwr iN'-,l�,'�'jt ,DARCE WITH THE 7:12 19.2 3 S 7 3 6 8 4 H t2 5 IU IS � 6 7 6 10 It 13 I3 17 � - !i-, I I," 6� lea" ,.JL -IIL „I 70 7 H 9 11 13 15 18 20 r d h>(, r + E � =TMS AMERICAN VOREBT 4c PAPER iM+Rp B'P rI tl"o, ,4 t ', ♦� t,� }r�u� 24 3 6 9 4 7 10 5 10 IS 7 13 19 Io 9 11 13 IS ii 20 23 PROVIDE 24 COLLAR RE RA/` FRAME;(�.OWTRU1`. ON MANUAL 12 3 3 i 4 3 3 4 � 3 1 f 3 S B 20 3 4 4 s 6 7 ¢ 9 UNDER RWGE - 76' x. OMiA r a '� tYlaE ANt tfr0 ARitvagWQWJtuGs, tom sec ]+1 t , 1.,� w�.1* 16 3 3 5 3 4 7 3 3 H 4 7 10 -� I I r gal tMM1'1t 9:12 D 7 5 6 7 6 Q 11 13 FACE NAIL UMNG 4 1st NAI{.' q*y10�t '' �,r E 70 EAON END OF RE "' ' 1 ' J' h � 191 3 4 6 3 1 6 3 6 9 1 3 ]1 'IDOgE - N" a4� : " ' ;;aa.I ,T 32 S 6 7 8 10 I1 I3 Is 1, a J " 1� M 71 3 I 7 3 3 8 4 6 I I s 10 14 _ 1 a v , ' . , �v7Q d,y �`,CA 12 ) 3 3 3 3 3 3 3 S 3 I 6 2 stwirr b 6 7 / 0 l2 14 i6 I t ' 0B3 r f � N+�� �P.'AN';T$T+SEND 2ND Fle4(7R BOX. AM a a a 1 F, l It AND ATTIC TOP PLATES 16 3 3 1 3 3 4 3 4 6 3 5 H r 1 ,,Ia' yy�,4.,.$, f Wy, Tb f INLti $�"AM,.p?� POO 9 12:12 so s Io iz s �e n is n a a � a 4.' `R�I al't0.'i{� IV �� P14M' 191 3 ,w3 4 3 7 7 3 5 7 3 6 9 - ',�; 1. 70 II 12 14 17 ZO 14 78 3I I " .. 24 I A 3 3 I 6 ) 6 9 1 8 11 5." 80 12 13 6 20 2 27 31 36 e , ,.; I' ' ' I ' "r, r NsiWgo gWmr W"t,4pm Wtiodm vcduatl2}5%ifnWlsmclimhed. 28 6 7 i 10 11 13 Is I3 " ly 17 �r . 1 r ' " n + 2 IYeljpiutetleN want eequiM ohm the eWgaW rypaled by 4lMdDevinB.all.bM114«tial/etwmded¢admmmt the gybed 32 7 7 9 11 13 IS 17 20 6': c + % ' Iaada. 36 H H 10 32 14 17 10 22 '' 1 ' ,ki o .�, t When fabrmadiRh r@PM ofib MamlMvWrdby weeded rWlr or pinlM aala�tlq wxl4lhn mbmlud beat joint couuatu0e 39taiw b 8 9 Il 14 16 19 22 25 1 .j<� ):, 'r ' :p 'f" yy�H� A B� �p B:IY AM ENGINEER TO NgWrmva,r dull be palnlded m be�d proportionally m the redmtionin span, so 10 t1 14 17 20 23 x7 71 ,h t1R r 6"r I ' ' ' M A"J ��t.t.y3 1i1. QR': r THAN THE REQUIRED , t BgoivW W conactibw4te aqutad far eetli�lair m cailmg join lap spllm 60 I2 11 l7 30 24 2H 32 37 �' �;� + ' : 1 ? v =9 . v r�!,�tTR CHI QIY E• d Tabula*hfafjoint conpxtipq requk nam do int include meadelidorl weight of lie catling wsatablI, 70 N 16 19 23 28 32 36 43 w + IA ' 1 '� 6 Tfbulf MbW)hiotcmosodmaquit'mkmbnbumeovi imioWmorr 'Wfiama Dcawdetkbow oflheaacspoa. WhmodlUe t 8p 16 18 22 27 32 7 43 49 T ,3 NTS n 1 '4"K ."# .'�- ''�k. . AochorapragatedbsWlawalh,rbdWlbdamrminedInffntdWmdesiptyaBootmn1.1.4 DETAM M r „ jam or raft do M loomd hVBber in don W16 Rosa,M bdp resp b SNO"and the mbWsbd bat joint COMM l"Wi mmkta dull , I'll 1, RuedptiveB®m roc bred mstumPtmoa in Table S.Z TRaF{ LI, ' , " �. - HI -,1OOR JOISTS AND.Rif AS be imwaped the 6Aliowt 'tram: r - q . ."I 1 11 Anchor hob shall be unif oody distributed Along the kno of the sh«mdl Jim,sed m an coal 11111 tk anchor bolt I., ' IT ' ;, G OI' 234E STATE OF NEW YORK, t crib 11eWpIW RnoP .pacing gaed6 NM m 6'wla. Pa other arches bolt UwiNdM ore Section 31.1.7 SpA og ulp ad Joint connection ,, >P' r .t 't l ' R tt PAPER ASSQQIATION (AF & PA). - " --- --�'�\.. Nd 1 Adjuration , NAILING N (2kMIJ !D sSS taw ink Southew P' ff** ni. h6' J: ,, AN (WFQ),3} FOR ONE ANQ TWO \� Itt 7 �Me�"(� Il , l a, x° :t ° + ore( '- , n'I "�I .111 ED T T� ~~ iai 1 3 A4L ROOF SHEATHING .IS TO BE FASTENED AND INSTALLEp TO MEET OR EXCEED ALL REQUIREMENTS OF ASIA, ,. -; '! i� `":k ', ?fit 1 ` `' `' THE BUILDING CODE, OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION '(AF & PA) ",; �a ' ''� ' ,I "' Y'v� f t- E " '"f; r w, 'M. -r.', .. >. 173 1.23 "�yi, r 1 , Its 1 1 , ,I GLG:,:AND ITS p68QCIATEp, ENQM,' ER I,� iPo 13 WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2007 SBC HIGH " " n_ > ' t PR.PER,INSTAULA $ OF ANY WIND EDITION. - a �'� pr fi w , y"1 3 �1. ' I -1 colla, 1/10 LI1 - r. F 1, """h "P` IPP ',75#IS JGB'. SITE 1- " `1 L. 1 1 ,�' C 9' Nast Lmni dafldtlw Mtge Ma below ilk MOW Op mq wWW3A inch whaeNv this fte locsbd above onnthkd t- - y � 4 ,',,,A L 11,I I11 , ofthe7lQgal�gbti Ha«Fhw&if pwta Oye 2 bt andmry,a91dn4tldf0aal coddualue. �: C^ tey � ' - ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO GABLE STUDS (SEE LAYOUT). fir'S "1 , + rl "Ll L"'t'sa,a,,,'t ' f j 4 " t I]"e © COPYRIGHT 2003 EAST END DESIGN ASSQCIATE5, 'LLC. I PI te,t ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. L . ;� p ALL FLOOR RLANS AND ELEVATIONS ARE 'PROTEC,TED , 4 6 n1"y 15 < , UMDERF(DERAL CQT�YRIGHT LAW. " 1.7 r" �" �)n � ' � „ PLANS MAY NOT BE REPRODUCED WI6HOUT, � r � ,,.� t i Tfi y *,5, F!, , µ, ;�+� , , h I r IT WRITTEN` AUIHQRIZATION. sale 6I h I , l � , a a„ , t''. ,, ALL PLANS' AND DESIGNS ARE THE SOLE PROPERTY OF N,k `)qM ,„r yk� d I EAST END Df±91GN ASSOCIATES, LLC. � a" i o- I .1 . l't ,. �i ,al d I 11, s 4 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM 2141 5E 6;s r +p, LL, . 6 CENSED EXCLUSIVELY TO 'THE BUYER. s ' 1' i a ' '' 'i + 11 I - PLANS IS LI 6.. IF ') .a, l a , I �. - _ S- -d'y pj "Iter ' a rIt ,, a x _ _ _ _ _, _ .. ) k ,x k : ISI I " TIA1 PLAIN CONCRETE ANDPL MM RYFOUNDATION WALIa r- - K4IN COMCRx7E e1WY1RI NpMINAI ! PWNY1t3aNAW MaMIMLFNLL .•, ., C R a . Y14LL 1111CkrIE411r6.d1 THIClmrma p"ch») g ML ¢ Table SJ30 Reduced Shull Height Stud Requirements for Readers or Window WII MAxRAUM aaxWw»" Yb �p7 Plates in Exterior Walls Resisting Wind Loads - Exposure B # C MAXOMPAWAIL AMA IMAM aaN ac ma.MN,M{L -ic.MN liLeL Inelaw OACAFILL NBONP t1W.W. W,Board aM hnxpaNc aW,aP,tW aM WA DO,era, tin Marpsk - -- Ikaq . W.w op arq YL CL aF aM .l dw CIL - 4 6 6 4 6sollddof6 6elhWwa 6e011ddar8 t 5 6 4 R 6 soadd or B_ 6 I0 Dkteew from Top line llpwa WHaaJer(x)or Diadooe#rom Batom plane i:pW Window$JlPWe(t)W WaO Had (xBJ,wham A!" -�- a 6 6 G 6tolled Ur,S 6rnhdror8 6sofiddor6 d. 6 5 6 U 6 6 solldd or 9 6 Iu - 0,0 O.t 0.2 0,3 8.4 0.3 0.6 0.7 0.6 09 1.0 _ 6 A SF BII 9 A U Well Sad Header spot (R) Number of Poll Helphs Sud Required Mtlxh Fid nfthe Header' ALL TABLES ARE FROM THE AMERICAN FOREST & a 6 -4 6 bwhad nl9 e X ALL ,TABLES ARE FROM THE AMERICAN FOREST & (�) PAP RASSOCIATION WOOD FRAME CONSTRUCTION MANUAL 6 6 h 6 to a uaoW 5 L 0 Br bid J''ur8 IU 10 1 1 1 PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL B p d 2 Dr t, "Id,Ir 24 1 ) 2 2 2 2 2 2 2 1 1 FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION - - 6 a 6 - --ba.lWd me 6re6dd nrN 7 ICOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION 6 1 2 2 3 3 3 3 3 2 2 1 (PRE,SCRIPTIVE DESIGN) 12 4 2 3 4 4 4 4 4 3 2 (PRESCRIPTIVE DESIGN) 6 89 u 0 6aah1dn nrx 1z „aIIC° 10 I 2 4 5 5 5 S 3 4 2 1 7 A 10 ;It 12 12.&0 Footnote. 3 t0 IU { 12 tb ebdd 12s01odd Ixmnror 12 1 3 4 6 6 6 6 6 4 3 1 4 6 6 fi btolidd and M1xrlidd orb 3 14 1 3 5 6 7 7 7 6 S 3 1 r L xr S B l0 1? Ifi 1 3 M1 7 B t 1 7 t1 3 1 6 h e IU m 12 LnCLd 1 2 I 1 1 I 1 I I 1 1 1 % 10 IU 110 2 I t eo Idd Four F 12 orcer t culnem c 1 1 1 1 2 2 2 2 T 1 ! I L 9 10 12 Pool..f lunmotee Fwlnmu< roomour D 1 1 2 2 3 3 3 3 2 I 1 fe M4Y3•Pn_ 16 8 1 2 3 3 3 3 3 3 3 2 1 1 , hpr{�yr�Fy 10 1 2 7 4 4 4 4 4 x 'u.1 I :Wo'ee A4 fn n rl dprmnmp bm:d ungues.aril... ,umnry qn»yepcNtud.apt when nae.se qu¢] 3 2 ' . Sul rc n gate. tltl u ( 'kvlFrWaBamuv RCRrm iMIe HWS 12 1 2 3 4 5 5 5 4 3 2 1 CnWt 6 blllw Nm Lh dR "heaga alder axuriurW'ntenm!„hywrk.rh Slier.an wlmtacontxm Jab.pnw.L.l ih. aMlmree O 14 1 2 4 5 6 6 6 5 1 2 I hVr4(W , nitr as ndfon lir uxnafnM gouts lie to 0ry w0 n`Ihe lnkmr roaava vla4 1r/r.��r' d ,t,!ml re yr hollow toner"r acid mewtov.na opmw ting 16 1 3 4 6 6 6 6 0 4 1 1 e w.V olool,or mol tee s Arrad.ar,with 761.R4N lis Reallara g ""i I 1 I 1 1 I 1 1 I OaLrw .." <nrmrra.pm,as in um:p fawnv<uor niYmterm"ea:,.n4.Wop,l. »A (or E35le1ler LialElaaMln Walls Retia Wind Wads - x ( Iwadmt W1 le mvviJ.m `I} Exposure ■ 4 I f 1 l I 1 -2 2 2 2, 2 I 1 1 .n 6 1 1 2 2 2 2 2 2 2 1 1 1�,, ,I�J F 0 W 24 10 1 l 2 3 3 3 3 3 2 I 1 �' `w^I' IS 90 100 110 RO 130 lop 150 TABLE Raw. pFr.'y-s-,Tl imph) - 12 1 2 2 3 3 7 3 3 2 " I Table 8.248 Naadar Spans for Interior LOadbearing Walls REINFORCEDCONCRETlANDIuwNSt)n PoUNOATgN WAL4 x.... 14 l 2 3 3 4 4 4 3 3 2 I MNIM.M veNTt MnMaMM 1X CNN OMlOMOa•FON L AtOrImIMllfeeeMrc(reM 6pru mL coati...Lamer spmu' (Supporting Two Center Bearing Floors) _ �t - 16 1 2 3 4 4 4 4 4 3 2 - MAxmUMWALL Max1MU(FILI. LNClD IMIaM»W ffi» 48.3.1 (ft-ba) (R-fa) (R•la.) (Mia) (R-lo.) (R4v.) In-In.) 1 TM MMity nflhC Coaatther ofthe WP re boltAru plate m eeh Nll helRhl Mud shall beegual to BY umt hied lad(w)liven an Table 3.5 - xDatrt tAONAILL NPIONP nasnk . #auslWfofdwbFWuq=([d2)dhidedbyshenquiednumb»ofl'Wlbdlbt,nKb(MIA)seteued Ram3.23D. Dena faLd R0o0l:4ilmE AnembIY DL-10 of Ir»D Ir»ry_ OW,OR swwO- Fw�l w,usxdt ma Yl EC.MM, LZ »e! 2-2.4 7.1 6-0 6-0 5-5 3-0 4-7 4-3 4.0 - ) 5 NItl48'gc 44 4 , at »Ile a Reftom Plain he Each Fail Hal Sad Covrdm- Pdid!v;WidJt la 6 G M B ox IM ar 4x"n c 22x6' 6.3 ]-9 7-0 d-4 5-lU 5-5 1.0 4-8 � � re"(IRyNFH 11 �"-' U T jb - A4mi8"ot Yb ter al uc MS xt 46"ux. • 2.203 9-3 1.9 7-11 7.2 6.7 a•l 5-9 5.3 2.7210 10.3 9-t #4 7.11 7.3 6•B 6-3 5-10 Muwum lk onne'spe Spam fes 4 04x148"ot #4448"tee xt dr 48 UC. nn 5 44alM'oc 04 at 49- Wot40o.a W Nmmm LnmMrS lea I _ 7+7x12 10-9 30-2 9-2 1.4 7.3 7-1 6-7 6-1 _ b We140' ot w5 a An'n.r. XS br 48'a., Nnbon.ontL¢Y Sln (S.md (R-W1 A-k 7 _ 15 ar M!"oil P4 a an',, + 3-26 11-4 11-1 9.6 9-9 -1 7-5 7.7 6•5 �� ? `�`--00[010.Top F10.b Gee Plax tMly 2-214 2-10 2-I I 6 5 W'I IS.0.c bb a[48`ns.M4 at40'nc Q . ]3x1U 11-T 11-10 10.1 9-# R-ll B-7 T-T 7-1 ` � ICratu Bmdn#1 22x6 4-1 3-i 2�6 n 6 WM4tl'nc. YS ar 48'ot 05 at 40'ca 33x12 13-2 12-6 11.3 10.2 9.4 8-A 40 7-6 ``r�;� 3 7 tt3 a:48'0C. #6 or 40'oc. h6 At 40 u.e 42[8 13-1 I2-5 11-2 10-2 9-4 3.7 6-0 7-5 2?x8 3-{ -:I 1 1 M %Sm4D'oc. H6m30'oc 4M1 42x10 14-6 13.1 12-4 tl-2 10-3 9-6 1-10 8-3 2.2.10 6-6 4.9 3-II At 7v t _ S m1 at 41'x.0. 05.148'oc 46a141'o.c O 4-lxlE 15.3 14-5 17.0 ll-9 1 -10 IO.O !-3 t-0 L 2-2.12 7-b 5.4 4-7 6 aKI 4.149b. 05.148'.t, uR tet 43`o.c n0.0.dir� 3-2x5 6.9 4-IU 4-0 qL9, 45.N0'C,efiatJYtoOflgl24Afoamom HMlkd0lyder Itr GWd LaIelWderw 4G a1 M"uL 66x1 24'o.c. X6¢r Ib'oc. �� 1,5;f4 1.2x10 A-1 6.0 b l l FYII n01(NL-, 33x12 9-5 b-11 5-9 I,r tel I x.h 2t+mm.l lbar-]MAmm, Bis 011-in.) (R-m. (R•iv. ll.ov. (f4•i..3 (drip. 3aW Acle Stle,\ 33Y 1-8 7-i 4-t . nbrur wall Le Tp,tel ter5 n,rmW164nll he lAli In wuduy bond 4310 9.4 610 5-Y balmmnwe mw(wemY M1unm Ana.peau,gtl...... e3wvalemav,.auannrtl n.ro elnin(aamem perlmeY Nw u(xv9.FtlIMPermlm2mmuuabrr \ slw.nu fa 1mrre,nn dam ml c.mas]l itthm 3x&500 a 15.5 I15-0 12.2 '13.0 10.0 9-11 10- WIROOw 4.3.33 10-10 3-U 6-? r lana 1 -, r6eJMCo.le 60 mN,m1m Ibeduuuac rmmihnM<anhe wa aiM milts VW to decxalmu wnul rzinfora:.tet ltl.xrlma 3Y0.ai3 0 o IS-6 11.2 I]•0 13.0 11.1 10.4 f_Lt k 601 PIa30. �' Naa(ntamHrdadGUdm 9vau for G1nud s.nmu 76240 0 o a 15.6 14.2 17.1 11.2 I1-4 �� temW dor arx 1Sell CIWKe arc m,r.u.duu.w1a the Unread Sud CIwlOenlm 8pkm M&,u lxpla 8405,1, r 843 4846 (R-k.) (RAJ IlnbAka:ee.,,.LfIlM pmum<d,R<naw„ImldllgYmeax»,nraWllwnnrarcMyalg1uW14.WFm av lmeiurrunLmeAlnhkpremba,lMunlwbwd 3x9,623 a v a n IS-4 14.1 13.1 11-3 M.,fillhc AhnMl trnrcivurW ream rM uNnor fiord,#"•mileselmNerop uftc mmnnr eonaMe.46, . 74111Mp a n n r. v 13-1 14-0 11-I 3x12.375 p o 0 a v er 14-11 13.11 3.5.50D 5.4 l-3 2-b 413,730 a o v e o 0 15.6 14-8 FO 3x6475 ble 4.1 3-2 41&123 v v o o v n u 13-4 - ii 3".250 8-0 4-Ii 3-10 v )x9.623 9-4 5.9 / 5 TASLER404.3.1 n n u r, a o o �� 3x16, F 7000 WN OR D CE CONCRETE 0 AN N(J+ 1 r "� ��J 1 .1 ! - 1 MA70 R FDUNOATNIN WALLA 7s 17.675 1a n u v v v o o pOtt0111 FIM0 ��� I )xt 1.000 10-Y 6 7L191SU It .r a n a u a o i\\ T NIRTMAL REUFMICEYMT011L ANDlEACWOb2 ).12,7]5 12-0 7.3 5.9 FaR lx•a(CM NOMINAL W4LL TXICNNE6e 3x9MO n u n I. u v n v lxll 7.0 I3-4 tl-1 6-4 MA.WUM waLL MAKINKWUN#ALANCED - _ xea cN.�»L - _ _ �'� �f•.{! NEIaln SACxNLL HlIGNIa aa',aP,"a»M aC,YN.ML4;I.ar lea»tele 9L •w - o roar -a 9 1 11 IMO »a a ' 14 M M 3.15 125 I ,W,IM-xC xr rp.amk alb �,. 3a22.IM10 v + v a o v v v ._ 4 W u 77 u, 'Ep h 3xIb.5W Ifi-D 9 10 ?-7FCc 3x22.;75 a a a a a a a a Table ..4144 Header spans for Interior Loladbearing Walls x4.172•n, W 21 2 9.c 44 a1 2'^. [F[T^] 888 71tI750 v v e p v a v v 3x1i.B]5 0 l0 Y B-1 - 5.5,5000 v v p e o v v 1l-5 (Supporting One Center Bearing Floor) 3x19250 a 11-b tl-I I 6 441.01, Nat W"tor 4a.t 4fi oil ]f 461T5 v a v o o v a v L 44 s1'12•ac '1,.or45a156'o, -- 7.10.625 ¢ 11.4 Y-6 t ,14x17 a,c 0[ -?'-'jy-int 2 o�c-- 36250 o a a a 0 a o p Ilad l"d AwmapRt'an RDa@CeJl As mblyE-10pxr lam tlW o 13-2 10-2 x 6 rt4 nnz tee 04 at 56',,.. 45 x:72'o.e. 3x9.673 o a v o n n n u 3x31175 0 /4-U 10-9 [ 141,(x4"o.'. NSm64"oe. a4 tl12'n:. • 2d,, U,,Mbk btde7itdu 40,Yetlakial l6 Ru BuMi116 Width(RJ a !4-lU 11.5 !- A W•t4B`a�r_^__ XS o13Y o,c I q5 At 40'o.e. 3x34750 War 72 n.c 4r, -f--'-- 'M1ballbdhrduapxlis'YhYllMpamiMroMdlvMa16y 09G,for 6.mi.3vo11ucaW wiUuatlm 72 2A 36 9 h4 mjf•UC. N4 of 72 oTc. Sx5.5W b-111 1 IC 3-7 6 Nm72'oa 44.136'.4 'SM64"oc" M Mttimmu Hodoef7irder Spew for 5x6.175 Y-7 6.1 4-6 N4.190'uc. N6 at M14'a.c - ' ofhaiMlele4mers. is .� x "4: a a164•ac 'I6 tet 44'nv. 46 at 46 o Z pp Tw,hplgM spm alama'ahoildipj lwand'M ISr4Mata B. Caamoe Lvmbu iea' x 5x9.635 11-0 a-R 6-1 4 rS atSC E"d fi .6 r 'lira DulWeYotpek.editvgmndtleach WbfdM hMderahill he lkNrmMd dem TabkillF Aearlrt SllppuWg fiza (R•in) (R<i0. (MSO. jx11.W0 1]•t 9-9 7-3 Is,l 1 1^+meati les -)NamT • 'fahldend valuM arc brad on 62 a"HMnPtr,W are applieaik,W epaei»-Nit arred penkr, Ono plead Only 2-2x4 4.4 3.1 2-6 S.12,375 15.5 11 -0 8-2 r xiot. 1 ".h iYK S4 orb.na n....mrvtroll[s.x,d hlnrning M-n 1..1 pF1 Xy F. II UW/appNmW(ia,000so fit W Plne•pU) (CIpMaA 415.125 a H-5 10-0 r N:1,ro,, an.onl"Y MrnrncnJ.pa,,AAvmxmqulvq!rn:rmv-v4,anol mwafmmmrtemeM Isere;fear a-11 dell S000"dpro+id¢ae (J�(ry]4 ,-zl (/+r, i .,.,.ul:6e rcin(h,a.nml doe.nm ea,aad 72 inrher NL1 W N 22 F P'An11at.6pYh¢n lgea,w. e• .'suis#) 23d fi-5 4-6 3-B 3.16600 N-7 1010 . vabulrt n(Crrrmm:all-Il bttirtde6u m:nlmum l,,.6dmr.her.n,r4".Hha"I'Ide or ..it mrhr«av,o,u.rJeq"nnfgrcaeemdall n-.,,1exn ' d Ta6uWdtyYw atnlr174F Lumeimaaa Ylulm: " . a 71MnaRharef fWlbellM abdamgd,ed MeshWMMe haaMahllMd'Mmi,MA in»estd+r4a L26 8-] S-9 4-B ^ ' 3a IT2T9 0-IU Ii9 t •+mrnn b1x 10 9- II 7-U 5-9 0 12 9 dSmtrla,xsunn xrurt.1,suewah.a 40odrml finsutira:w.:CYram Ran m Tnblr R.,m 1 "^ w16TaW43230. 419.250 2.2,12 71 .6 6-1 6-7 430.637 n a I3-7 L.L,[cl. .,.ftr.L; ,butlmu [rditvenrr airs Am...... enmud*. nrrfna'1Wau.rtl kvrin wnannn mkliunlmcmnnbuwmiueJ:argnbnlmrN v.L'I r.xh evil Ae mmxw<]fmm thr steak 11 tl hmumf lmel mtMmV n(dv mesa cenente.44 xl(1TT;. Ta6N Rsadar 1p3rgi.far Exterior No11-Lar�wraring Wells and Window Bill 3-2x1 10.2 7-2 5-10 Moxlmum ilWwabie brderlAiNwsPm rxaeadx ldfeM,spmaw ta»•aW Plate spgaa Reatali ft Vim Leads - Exposure a 3.2x10 12-5 8.9 7 2 linoW m 16 Aa. _. .. ._. . . - 3-1112 14-4 10.2 8-3 ' TabuiMd spans art baud on 02 Chad'Ham-FU,and arc appixable VERIFY ALL DIMENSIONS P O R m apcmn with egwi or floater e.and E from the 8app'rment('a, TABLE R/W.1.1(`4 AND CONDITIONS PRIOR 42x8 11-6 1-3 6-9 R61NFOgClO CONCRETE AND MASONA"FOUNDATION WALLA TO CONSTRUCTION „ Spaad 4.2x10 14-4 30- 1 d-3 ]Mv61»Pucr,qat South=pail,w Spm 0.75. Ft:} Pm M3 - Thee SanandOr[Riad l5 90 1DO 110 120 Iip 140 I50 Gnde lumbrr,gee rhail do mWUVhed('70.75. �) T- MYUaIUM VMmCAL aMNFORGla�lf 1pF AM sIMCINOaa FORtNMmaNOMMALret, WMtM ((N' r I YI� r 4-2x12 v 11.9 9.7 1YWkkd ape atlumr.24F combWdoe 31W®. MaxMNIM wALL MANMUY xwlcw.»4 - 836-2003', lauleomHeulurObJa Spear;for L:nnmtnn lmmhar llpmi»"'O Maaimtm HtWla'GiNU S(rtw for Glued TabuYbd rPa».awes baaama antTn�iLiadk'waa tlom7wMa NEtONt uM'V"o T-- - - 9ACMFtt1 NEIONP OW,OR eW»tl 1C.N111 YL4Iv alto LaminatedDeatnl]'' Pa hada ruppurlYp larearrem a0 rp»fle"J"isk wbul'ad - _-. - -_ DIygMM r I6M) a064 OY.00, #4 LTS"a_ ML.eW -WTAI 0 QIle . 9M (R-4L) (ft•EL) (R•in.) (A-m.) (R-1r,.) (R-m.) (0.41.) Itt:and tvnm nhnll be muldpWd M, 0.39. II X4 tl5636 o.c g4n56 0.:, xt,aG o'-c - CMA Sts (01.40,) (R-in.) utf-ur) , f-214(40 7-3 6. 10 64 S-? 5.2 4-9 4.3 4.1 7kaorna rofiaea vu 1.240, Mrtemh n¢a ul Wr lNadu shgl be � Mnt$6' oc Mm56'11 Wn56'oil ' b 44.15. oil %4 n46'os Wn:4U'C. �m'® �' ' }x5.300 7.3 3-Y 1-4 der I -If Tb111 7 e4 at SG"tee ,,+5 4156'11 15 at bn'vr 1.Et6(AM) 10-7 10-0 9�0 t 3 7-6 6-11 6.5 fi.0 -�- 3x6.87S 9.1 7.3 5-5 --- 5 04ar.4'o.x A4 n36 oil N4 at 56 Z. 2-SM(Aa0 10.9 10.2 0-2 1-4 7.13. 10. b-G 6-1 6 p4 at lat,18 ox 84 a32'x. I 45 at 56'0, 6 u•! , era a-3 i ,: n-: 10.4 9.7 a-11 36.23D ID.0 8-1 6.6 Tables.R4CJaakStudpequlrementsforReaderslehtterlorLoadMaringWalls A 7 Nttbd"Us. 4Jn32'oc. X6p1So'Op, �� 08=06-03 dlM�tlsR bb Yy0.l6,lNRYnMgedltaaNb w.tm6hMo bWWi¢y erwn, 3x9.625 112-0 10.1 7-7 _ - - -. ._._ _ _ 9 NS 1[56"o.c. A!3 pr 10'o.c N7Y5M1'ac ROaf$ R tl56"o.c x156 ox 9M4 nil 3x1141)0 14-7 11.7 8.8 � ' 'T"40d alrY aYvaW a WIMIt8Indeed M elpate,e a. Lad( ) 6 W.r 56'oc 14 at W eo W 132'nor ldxtbtad healer siamare hood an 1,4 tam wall Mlthb,Foe oda,wW Myhk.114heMbidired eranne atoll be Ji•!Jed 3x12373 n 13-0 9-9 12 29 36 I� a4 t[34b e. e5 tl 49'o.c 46 or 48"o e b•T(W10)1e. 7x13.750 0 14-5 10-10 Header Wldt X 14 at e.6m41( nil 44 et 16"or. I - ' IYbplad vdu.ashrdmfYt(hada Ilam-Ft,Wana Wbkm Ns wiWc wJw 1' ad RPram fie 5- 9 05 rt40"ac 46 at10'o.c nim 40, or - PPI Nr4 4 luau a 3x15.125 a I_ II II - Il 3" 4.5" 5" 6" 3" 43' S" 6" }" 47" 3" 6" Fur,+ l ,�.r-,54 mn, lfow-1'¢amm S.pplemeaf6e.,O.mp1»FIr.Lnmh.ButW¢o}me.m EOmx•PMx-1'b} 3x16.500 0 n 13-0 -2x 42x 2-2x .-2x 4-2x .nlaa - I„Ih lyp<nta9.nd muaunn xhdl ne;nlam mnn.uY lxu:d 71MfuaThrMtilLyM stair ly@tlrdYCMhe,N Mte lletlr41M11bd.oermOYdm awmJo»wba'Ia61d 1.230 3xi7.873 a u 14. 1 Header " nXrumd..rnr-n+k trr man anauu�:, hrvm Header Su N Ntmter oflack Sada lied At EKh End of tlM Hades' 0 w p»aqunilmAc:w.wt6aNl err Mranromemarcpw howl lean orw8mantrprntluwllmnvl,len ear 5x5500 E-8 6- (n 6•D PPO Sryn(ft afar m3 m denwfunxmntdrcr, nal rxwd]:maXm ^ ..Vlo,"Im nfrrwrluo,11,olb:Gmk hamnoara 'lludi.r,me fmm ear 6rrel dre'.Slideof Yea w.0 to the a.,.f rrmul m.pfaadmmtxlali a<nt imp 3x6.373 10-9 8-7 7-h 2 1 1 I 1 1 1 1 1 1 ( I - Tabl(r FYitidig tt Shild drrsl rnta for Naadwe or Window SIR Plates in 119.625 15.1 13.0 lU-6 4 1 1 1 1 1 1 1 1 1 1 asrn.a+.n n,. "nnabrww a,.,•, 'd tel .mel k.Lan7 ,am Rrrcm ,611 xw5r 0 , u-tr,nrrJ nnL01'nu n6ea11km1xmnel n Irherrletl6ra,a mtNor Fed.P.x.nC IW<U Winn»nannwcolNnte dahn lwidaq des unMlmma '" 4u1 t,^DM Exterior ti" inn teax m. aL 3111.000 v I3-8 12.0 6 1 1 1 .1 I l 1 1 2 1 1 1 Exterior Walla Rsslating Wind Leads - ExposuroSee •, .nl' 1.1g6 .hall s.ncam va lnm,B:rrle•igr lireh WVWWlavelmmrCop gl4e'nxlor:wlo.el..b6. - T -w 412773 v 11- 1 13-S One eVimrBe GWY 8 1 1 1 1 2 l 1 1 2 2 2 1 �T q� - WaU3talIW:va(m,) 5x13.750 o n 15-0 (CrnherBeedat) IU 1 1 1 1 2 2 1 1 3 2 2 2 ' _ I2 I6 14 " 3x15.125 e v v 14 1 1 1 1 2 2 2 1 3 2 2 2 - ITeadR ) 'unnbe.fF.Il Ho1MSmd RagdredME»N IlmMedml ]andu/Rllydu xpae eawcda Ifi fee4 spa.to 19 2 I 1 1 1 2 2 2 4 3 3 2 3pe(A'' ltd Mao fiedM I6 2 1 .1. 1 3 2 2 2 4 3 3 2 -n �x . 2 1 I ' TabuWed spew one Eased m Nl Ondp Hun•Pir,and an applloahle 2 1 l '1 1 1 1 1 1 3 1 I 1 N� IEJ , W 1lpeoleo with equal or Elmer Fn and E from the Supplement(i.e.. 1 L I 1 1 2 1 1 1 3 2 2 2 6 3 3 2 DuoBlaa PS-IJIM It S oaften Flies,Of Spm(aPma-FU). For 13(inds 6 2 1. 1 1 3 2 2 2 1 3 2 3 6 4 3 2 hunter,spew WWI lmmWNpl1'od by 0.73 Ttro Pleas 8 2 2 1 1 } 2 2 2 5 7 3 3 10 5 4 3 a T.balmod spew taa0ae 24F combination glalem. (Cesar,Bening) 10 2 2 2 1 1 3 3 3 6 4 4 3 .,. 12 6 3 3 1 Tabuldad spina.mime header,supporting single xPae Beerloish 12 3 2 2 2 3 3 3 3 7 5 4 4 - 14 ? d 4 14 3 2 2 2 S 4 3 3 # S 5 1 For helm suppodalg wntinunna two ep.a Bow IDYfe nbulmd 16 / 3 2 2 b 4 4 3 9 6 5 3 `1 16 3 6 4 spent shall be multiplied by 0'89' t Whra ft mtnb,orynck tadaequali 1.to hmdr thrift be patented robe supported by a braiog andr attached m tbn Pu0- © COPYRIGHT 2003 EAST END DESIGN ASSOCIATES, LLC.- ' rwdM[of(Wl hstW Mali mguka rtdeh end MlAe hadee Strait he pernomd M be reduced MawarMmp with < The ameba ofjttk pada roqusted 0 each od of the header.Mall be height wdl Md. I Sao rgWfemeD m Station 3.41.4.2 W TWA 3.23D. Iip®td 6alrl'*Ia 3,240. a An apivtlmt a®[ba of AIB hmyM apda one,ponarded on replace jaf Audi,who adequate gravity nmnecuonew paved. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ' UNDER FEDERAL COPYRIGHT LAW. ' PLANS MAY NOT BE REPRODUCED WITHOUT ��• � , WRITTEN AUTHORIZATION. _ ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. - ' C C E 0 O rT1' . fy El 11 ff Ell- z - � LtJ - l — a BILCO C DOOR L - - - J FRONT ELEVATION LEFT ELEVATION j/ B I MOTE: vERIFr Au_ olw��rdslaNs ; \� AND CONptT10M5 PRIOR t -111 I // TO C01V9TRUCTION /� -- - � 836-2003 ' -- ----- ----- — --------- -- — - - --- — — _ _ ---- -- --— CMA DATE 08-08-03 - sqhmBILCO C POOR 1 I I I BILCO C DOOR a+exr"ne . READ ELEVATION RIGHT ELEVATION ELEVATIONS - © COPYRIGHT 2003 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT n� �f1I+ WRITTEN AUTHORIZATION. 1 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF f V 14 EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 7 �T" I,� !V_, ey C�o 4 NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3"1 BASE NOTE, ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF ALL A14CHOR BOLTS THE BUILDING CODE OF NEW YORK STATE. AND THE AMERICAN FOREST & PAPER c� PLATES TO BE USED AS ARE Tt TO BE USED AS ASSOCIATION (AF & PA) WOOD FRAME CONSTRUC 'PLATES S. (SIMPSON) SBC HIGH WIND EDITION. I HAVE 3"1 BASE TION MANUAL (WFCM) FOR ONE AND WASHERS. (SIMPSON) WASHER TWO FAMILY DWELLINGS, 2001 NOTE: FLOOR JOISTS ARE TO BE SOLID NMI f $LOCKED 48" oc. FOR FIRST IWO FRAME kkk npo JOII ARE TO BE "LID BAYS PARALLEL TO EACH OTHER FROM 'jW6CED 48w,9I FOR FIRST TWO FWE EACH END OR SIDE OF HOUSE 6ANSPARAULEL, 10 EACH OTHER FROM EACH END OR SIDE OF HOUSE b 55' 4' ----------- NOTE: u ALL ANCHOR BOLTS ARE TO BE INSTALLED MAX, 30" NOTE: 8'-4-Y4 NO GREATER THAN 12" FROM THE END OF ANY CCA SILL LI v, ALL ANCHOR BOLTS ARE TO BE INSTALLED MAX. 30- M., --g'-2'— PLATE, AND ONE BOLT AT EACH CORNER. AS PER THE RESIDENTIAL CODE OF NEW YORK STATE AND THE AMERICAN NO GREATER T+," 12- FROM THE END OF ANY CCA SILL PLATE. AND ONE SOLT AT EACH CORNER, AS PER THE FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION RESIDENTIAL CODE OF NEW YORK STATE AND THE AMERICAN MANUAL. FOREST & pApER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL 2817 — — — — — — — — — — — - M— 201-1ho UNE OF 01 w K. FOUNDATION % WALL AI ON MUM ir HoUcHl is'. er CONIC. FIG. wTH ma 114 m IN. 4'-0" BIELOW 1NML WAM (M ROT ON UNDISTURBED Solt-) S* K, FOUNDATION -1 UN OF 091. AST DIAL .101ST 2817 WAI L RUT ON UNDISTURIMED UNE OF 5. FINAL CAMNIL 170 LINE OF "n S S WASHER EMIL) WALL MDOW AIN W� MI L S7 I F LINE OF Allow wm� mow WASTE COVERED PORC RASEMEN LINED POINT ABOVE 4-1 Sj L- e P.C. SLAB W/ 6 x 6 WIMM 4 1 4" P.C. SLAB (2) 9 LW----i UNEXCAVAIE UNE OF 3w Sim �w COMPACT SOIL WAU. ABOW (AJSl 0 94" 6" Ell OCIR JOISTS �7 2'1 . rTe I, III 6z FM C, W1 (4) 05 -4114 — — — 13rA—M -13EAM 13EAM POCKET POCKEI 4�' 4`-11-Y4 POCKET 131 4" P.C. S 04 P. (AI x 94" - 16" Ft OCR JOISM t lip. BASEMEN DOL JOIST IS FURNACE ARE e P.C. SLAB x FRI UK OF 'Tr I- MO BEAM BEA u 9" x 24' CONCRETE PIER oRL III 5tT`C/DS` POCKET POCK Col. 101 W/ (3) #5REBAR I I. MT RIMACE 5!m ON SINK [-P4 -T- 16* x 8" CONCRETE FOOTING DRAIN TOP OF PIER 15 TO BE 180 REAM BELOW FINAL GRADE FIRs"M III AIR MIT T (AJq1O 9j! - 16" CC El OOR JOISTS (2) 1%7 9)V m FLUSH BI UP BASEMEN 4" P.C. SLAB TUB x RAIN 0 OM 1011ST— MASONAlY FOREPME PROMAE OUTSIDE MR 4�, HEWN WE m I'm MYSE- Com W WIJH ONI VIF" FRAMING MIMI- COMMON TO HIS CODE FOR DUCT WORK 10- SHOWER VERIFY AL D$M~ PROI SUPPORT FOR WASTE DRAIN 0 MO CLEARVICE AS PER. FWARTH FRAMING AS 3w STEEL COUSIN 1z m CODE RMUIRIM. 0 LINE ON 15' CONIC ITS TYPJ — — — — — — — — J. (4) 18 KOM 11 (2) 19/4" O)V LVIL F-UM BM 2j LL P (AJR10 - gr - 36" ac FIOOR JOISTS) (2)L��. 9v Lw AJSI 1 94" v UP IV PC FOLINDATION I SIMI ON mmg 1 116" oeFLOOR JOISTS 8 IS% a" CoNc. m x< ro --j BASEMEN IN. 4'1 BELOW A R f - 1 2 1 ` LYL 4" P.C. SLAB nll� GRI IM IFY I x ILP SW STIML COLUMN REST ON UNDISTURM M ML) ON STRU U4 POST x V-0` x III 'm I cONC. Fm (m) PI a (4) 05 RUM Ew. 836-20,03 :IEZ)EAM -SY4 'TEAM MAW ft. OC M IMA POCKET ';Z K-09JET— — — — — — — -j F NOTE: CAM FRONT PORC F r PC. FOUNDATION ALL ANCHOR BOLTS ARE TO BE INSTALLED MAX, 30" oc., 08—OR-03, Ze-FC. FOU—NOATON— — — COMPACT SOIL ON NO GREATER THAN 12" FROM THE END OF ANY CCA SILL ON e P.C. SLAB W/ 6 6 PLATE, AND ONE BOLT AT EACH CORNER. AS PER THE IGN Ir CONC. FM IN. e-O' SCLOW RESIDENTIAL CODE OF NEW YORK STATE AND THE AMERICAN MIN. 4!-Ol BOLDW RHM, M�E (M WOOD FRAME CONSTRUCTION FIN& OR REST ON UNOISWRBED FOREST & PAPER ASSOCIATION Ur SAM RUT ON SOL) RED LF -[-J I SOIL) MANUAL NOTE: 40TE: < ALL ANCHOR BOLTS ARE TO HAVE 3'1 BASE ALL ANCHOR BOLTS 3. 3'-6 PLATES TO BE USED AS 1/4 1 1 70 ARE TO HAVE 3"1 BASE -6" L-L2 -8+ WASHERS. (SIMPSON) PLATES TO BE USED AS 1 6'-4' SHUT TTI WASHERS. (SIMPSON) 6'-10m ------5 16'-4m NOTE: FLOOR JOISTS ARE TO BE SOLID NOTE: 5' BLOCKED 48" oc. FOR FIRST TWO FRAME FLOOR JOISTS ARE TO BE SOLID BAYS PARALLEL TO EACH OTHER FROM FOUNDATION, BLOCKED 48" oc. FOR FIRST TWO FRAME EACH END OR SIDE OF HOUSE SAYS PARALLEL TO EACH OTHER MOM PLAN EACH END OR SIDE OF HOUSE FOUNDATION PLAN NOTE: ALL ANCHOR BOLTS ARE TO BE INSTALLED MAX. 30" oc., ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF NO GREATER THAN 12- FROM THE END OF ANY CCA SILL PLATE, AND ONE BOLT AT EACH CORNER. AS PER THE THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER RESIDENTIAL CODE OF NEW YORK STATE AND THE AMERICAN ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND COPYRIGHT 2003 EAST END DESIGN ASSOCIATES, LLC. FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED MANUAL UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. I 81JLCO C 3:IDLOCOORC _j P ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 18 of 14 t , EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. : �� � I I I � I I- - I �- I -- I �11 11 . I I- ,,e I� � - I I "'I -7 -" ,-- , I � I �- , -: - I i---;�� -- "I I 1. , �, � �t - ,, "I �'i",--� - -1 __7 �" F -'I- l - I "I -,,,,-71i I—-.,,I,- I � 'It_ " _ _'_ � I ,�-I—�, __ "Il ,I,,',A I I ,, , �-It , r,�I j�r , I I -��, �. I I, I I 7 I , " . , I " , ,I',". I r� A� I - 1 - -�l �-7��-,, ,"'i I ,!���7'1 71.I"N �, :"'il,'17'"177,- , 1 . . ,� � , - -I , t , � I , , I , 4": ,.I . ,I , I�j, I , itjlt,�,,_, I, 1;d" , - AT"ltp, _�,""l '1� , I 11 ?,17W,I , : �� , ,' �- � 'i 7 1 - "" I I "� ��, t 1 7' , 7 � I I I I I I � ,�Km7NN�Tm,iI'Ty' � I ,r - , ,III I , �'! . ' i , �.'jl , 1, I' ', . I I I ! , : �I, ; I I I I I I . I I I . I I I �. I. ... ,� " I - _, 2 " , e " ,, I" .�r, .1010 :1 ` II I . I I p I I il I " I I I I I I I I I I _. .. -i� , 111111-l "' , _ ��Il _ � tI III, I . , I I , � I ,I, � , �, � , I ; I 11 - . '.7 , - "' . ' ' I, I 1, , I I , -1 I I I _ � I ,� 11, �49`fr R I I I ,�� �1111 . I I I I I 111 � I ,I I I I I I � I I - I II ,I I . 11 , Ill',,',�I;I1 I I I I ... ,,, I � ��,� I , ,, �: : I I I li I I I . 114 I�_ I y"' , "I 11 k .&I'll, III 11"e" � I. I " ,, � I I � I I I I - I I I I I , , � , � ,,I " -I ", I, I 'j-,,- ,N'Fll.� , ' ', I _'_ " 1, I I 11 ,I, I � , I , , I 1, , � Il I I I :: I I� I I I � 1 . I � I . � " I I �, , "j. " I � . , ,,, I,,V0' .','r,lI" " " , I �1111 I - '11' It ,� I I :1 I 1. I I I � � 11 I , � I I I I I , I I ' It �,��rnt I_II�,, I ","i't 1. � - � ' ,_I,I,, '_, I'-7 I , j I � - I I I i I ' ' I 4, ,,��rnt � I, � � �,Q . I I � ,,,tivt , � �, I �, , " I I I I I , " ,,, , I - "' 'wQ I: ' I I I I , , , � I g, Wf�,,,�K . ',,I,,"- j, I I I , I � ,.. � I ��� i r . it, �11 I - , I ,I'l , , Ill�I , W", I . I � i. , , i� I I ", " ,I , � I I I ," I I I �,iWik, - iv,,,,�j, ,, �,�V,(ij ,� Ij � � �' I III I I I - ! I � � - �- ,- �-, i I I , I � I � I I I I I I _ 1 � I :, 7-7, � I I * , I , �, �, JE, -_!,,.,iii , ,_ ,;�,� 1111.11 -I K -1 I I .. � � I , I : � 1 i . , � 1 1 1 THATtIAWS'�VMTAS�; Aolllll , wp ff, I � 7_F"fM'M!, 'I I -, W,II,I " � , I., ", . ,- 1 - � 11 I � I I i I 1NOIW'E'SI_ I � , ,, , , 1�,� k it' �I".I I 1'', 1 _ I ,, � : ,,,, - I ,, , I I � I I I I I � ,I r I I I � I � , � �z 11 I -,� , � i ., , ,,,, `� ,ji) I] I�III?I,�. ,,I, , � I I I 7- ,� � ,: "� I �1' : , 11 I I � I I I I �I,I ,I'll�,�2�1,� ��,� fl, I : " - , i I I I I I Il�,,,,�� ,�A�� ,� 11 I I I � 0�9� ,, i:i� -I" �I ", r I— , I : 7 I � � I I I I, I I � � l,, -Ati�i7, ,#,V��,",�"T:��, I Vl � ' ,I. I , ": � e 1 , � , � ' I � I I - O'GlI ","I'l ,I"It,"'; � "ll ' "'41II- I I 11 i r , I i ' � . 1 I : : � I : � ,� I � . I : FOR 'THE HAPITAUM`W�,I K., f$ X ,WI�� 'Va P" 11"'�'mtc ..%q -','*�Iir _,Ilt, � , ,� ,� I I I I, I I I I I I � � � :� L� I I I � I I, I � I I I 10 � �, . I ,I II 111� , , "'I't" W. I I ,� " I; , ' ' It I I It � il � I i , 1 I I I I I � I _ . 1 , 11�1 I I �o I '11, �, �� ''., 1�1 ?, 'I"' l, "" TzIlffi 3,�,li? ',�,,.i.r,,,,�,,''��.,,�,, 2131,- .,�. , � " I I I I � , I 1, I : I - I I I I t0'jkli�, I _ �, " , I III, 1, , I ", . I I � I - � I %Ii��i.�j l' ' 1 'll" I I I - ,,�t�,;��gl� .", --- �� ,,W;�k � 11 -111 I , I � � � I 11 . I I 'A , C I , I 11 L'I I " I��,,� I I ' L I l, W4 jr�m'. I -, I I I . I , � I i, ; , i I I I I I I JOE� OW WALL$, PERPENOPDX ,R,`Ij ,,, - _" ,�I, ," ",,.11, - , ' '�ll,Lj,!�':, I I I 11 1. I I I VIN. PLATE SPL III I �I t__,iI, 'l 4`tl,� , t ,, , - �11)� I I, � I I I ,i II � I I �I I :: it��," ,�Ot!. I.:" t" 1�11j 111,V"111 - �� - I I I I ,� �, , Ill r I I I � ,� , I , ,� , I."' I : ,�Iiw,tl�f � " , : I ,� I L� 11 I ; - I � I � 11 ll� � I : !� ����-�`��,,�"t� ' I �.1,9 �� �117141,1 11 I'll Ili , III , �, � , .1, ",,I " , ,,,t, � � I " , " It, I , � I- , i ,1, I I � I I � I I � I I t ,� ,"It", I I , I . O: RIDGE I$ 4lI 1 I 01,,.! . Iw1'Iffi.1_,. , ,,',�Ii., ,,I I,�� ��, � " I - I I , � "'�,,�" ' , I M - I "t " � I ,I - " � _ll,liol� III '. , "li, I -,,,, I , I I I ,I j Aw 0, ,I I � I I ! toll ��'_'� �t" I � I I� % ,�, � I I T ,��-',`"�L��', -5"I �1, I, 1�& I I I � _ ., I � , I I I I I I 1 : ...�,, l", t, ,� I , �4�',,14,�lj,,Il�,,-,,,�l5�,,��,��r�,�,,,,,'�, I _' ' �,,t' I I I I ,, - � ,, � � , I � I I I I I , ................t,i I ,� 11 � .,�S'�K � L,%g I' I . I ,,,I., , ." � ,;, , ,�, I I I � I , _ 1, I . I 1, "I �It I I 1�,, ,It, ."N',,�Il ovl,lI 411 I I IR. 'K, ,�, " I ,� ,�,�) . , I � . I I � I ................"t I 11 I ,� �':I�itlpNj� � ,,V�� I�',,,� I, I , 1,- 1,,v ", �......�",, L I%I , i 'I;, I 1� � I: I I .� I I I I 11 I I . I ,I7 e,, , I I 1, I ,� 2�I , � I � � : . I I __ I - I I I ,� I , , , _� � �,1E ,P,tI',�,,,* "'j, I I- I ", , ,� , � I I z I I '' I � I i"I I � I I I . ,SPLICE UN WALLS Al [0 , I, " � K, � 0,,`,�I " ffl2,Y4*�'j, , �,� I I., �1 , - l� It _�'b'n, Ili It I�, � r� .." , � I - ,� �� :%, : I I . , l?� � .,.,", I T"-T," , ,�I I , : I 0"', - ""Aut,,t'�,7,1i, il� P�I , I ,_� �'11. ,iti-.1I.- I � z ,L, 1, tom ''I I I I -1 I Vl I PARALLEL ,, -I- �� t�A&�I, I g�. tqlll ,r Kut?1.11,III.."" N.� ". I'll . IA�` ,,4�!"' -etIt -l" 1, ' '7� 1 . I I 11 Oil 'gi,."I'l- I I,— ,� ,"?, "t 11, ,-It I-� , �, I. I ,�'11'lil � I - " ""Cow il OV W AMEMCAN.F00it&'PAPM AW,OATM � t . I -5 I 15'stow"ii, "I, , - I 1 14.1 � � � ,�� I I I 1. il I t I-.,,,., �, I I 1 'O , , I L, I .,�jff"_!�I��,R Ill�,, I I, I � , :, , I I 1 400' L, -,� I I I I �,,I` ,t - - I I AL'ol nl I I , � ,I�,- ii� -11111-1,11t , I - , I jj�, I �00074ill;-4 w ftA=tz I V* rAlol oIlIll"Not 2= mc Km ym Mo. . I I " I L '4L , : , I�,,'� ...�,V,, �,,W� �,,W� �,,W� ���R �,,W� � , ,�� ,:,�,"qT ,ql��` IM,1014I`T;,�T 'Atz -I 4 14� , �� i I r I � � TO R : 0 1 i i, I k I I'll ,,, $ X" UI`7;,��,%', 1�, I : � _4 I � � I C" I §� , t ,�,, I ,il,�Im ,I ��`, , &Pm wwAfAw I I 11 �",,` _ , , I,%I,I�:�,'j,�' I - tu.. _I,,,, I ,,,I Il,"�I i I ��,I ,,;' I I I , I , a I I"" I I I I I I I. L I I L . �t I I I � I, �,%i � �I ,. ,,I ,I ,III , I ,g,-Ifr;,�i���,l� ";t" . ,��I',I"'I` I .1 "_, , 1 , I - I I :ill f*W ,PAM AIDIDGIATION � L, I-,I L;� , � ,'� '�e,i,&�f,��'� , F�,",,�,lb,��,�'I I 11, I _ I I I * t - amn" * w, w AMEWO * I I t �,� "', " ,� L,I� I I I 11 t 1w I I I �, L L " I I I ' 'If I.' "' - --� � , I� 1I`I_1 ,,�"t lhI, , I ,( " 1111H vow W�w i I -1 1� -1 11 1-111 IT W I , I I r, - M t:, �:�,,� . AL f, lio Qw,mill Ol DWRI Vm 00 I I yl ,�it�,g-,,,��',,'ry - n - I ".I ' I' ' ' I ' A " ' , ' It - �, " ki�,� " , , 1I -4 ,. I ' ' ,," , � I , , L I i - mj,N. OF baL JACk , ,NO �DBL KING $TUD '(W,, ��,"� � 3 F�-� � t' L, : "� , �1 j� IL,Lgl�,X�l,y,,,I 'I ji�jl'��j _J, " �i'�I'�41 "'I ' I I ,,r _�� ,, � , , *PA) m , IZI�,Itj ,,, I - W ,� -� ll.�'ll'i'��,,�-,,,)�,,�,�l.;�"�,�, ,�,-',���,:�"l�',I I ':It , � � : �I 0*�jm, I "n_ I I,," �v �, , .� N � I Il � L I -_ " L i � , 42 m1w L I �", ml,�t!,51-d.wl "ll , L 1, �,% ' ,� j I." I I - I I , , tI lt� ", � - I � I I I , I, I j, I,� I �,A.',"-%I�4 �� -,,�,,�,��. 0" 164"L li� _,,,,I,� �', iI"�", I I I I I � I , I I I I 1 , , � !Z'_�, �,',, , I -,x V, "O'l," It - I. "l, - � 11 11 f,,, , I l,� , � I I I I I � I -�, �, �,,, .- P,!TwI,il,, liv,�A,Ilv, ,,'.��lt��,�,4',��,��,,,�,,� ,!;' , 11 ,�,', 0I `, ., i;�, �1 I I L I ALLLEX,T WINDOWS AND DOOM � I �, ,,I I ,,� :�'�`4 ,!,�".";,�)�,",��,�'��,�-N'��I !�. l , " ,,, � I 1 7�, 1 I I L , ] I , . I I . 'I ' , ', - tL -I �`' '" " 1, t, "",,-1 11 I. , -_ I- I I �' '��' L' I I I I 11�; I �',t ,"i �'e�i�i r�;"t,V; �!"t' T1',,y I , , �, !� , " " iI i I I I I . III L , ,I _�-1"3`,,1�,','%�'I',I I � & `�-,�L�'� I �,�T kl� - 11. I '� I I I I � ,�i I I I I I � ;;'111111i I I r,1�,"1; I I � I`N ,e��,' �, � L� I � I " ' I f� - ", ,;,ril ",I t ., 'LP& 0,111r- . ' I "' "' " t I . I t" I �', II, , I, ',It It t,I �� t;J, , I r �1� '� I I I I I " � I - � l I'll, I'i wg '*,' I ' L" "' L I, t%" i I. � � � I �,� �, l , w ,yp,,J� I,4�`,� ? ;,� -, I I � � ' I I L I I I L� I , , I � t 0 1 1 ,, . , I �,� ; A� ;' 1� A " �._ _ I I I I : I L , ,��)_,,IiNl.� �,�,�� .11, I T I .1, I.It"I I,il I I � ' I��, , , , � ,,", -1 , . � 1-1 I NOTE* I I I I �,:�11; .�9I,t., � ,�,,T,l _j....... .�,� t ,,�.,,,.t �, I� ,I,� I,, I I'A , I - � , I � , , � ;, �� - � . I :I I r r, �!", ii� I�� : P""ItIll _.�, I.I� I I , I � I I I I , , I 1'1�I , 0,� ,"�� , ,I, ,I �, I � I � I �I , � I I I.. I� 11 I I � , ,,l �I I I io,t" I 5 I,-,,,-,III' ' ' 7l , .I� 11. 1 V i... ,7 1 � L I I I I ,� I I I � I I VERIFY LOC.ATIO14 OP' L$TRONG-J1E ,ROD �,�Vy �I I I. ailt;li��It,�y ��-,Iq I I I ,I ' � " ,i- r,- A;�`�,Ii,',', IIlr,� i�� '; ,�; , I ' il';, , I I I I I I lit I r" ,"" :"I '�;'l"' lti'�' Lk 114 " , , � � I I I I � "" � L' I� �11 ,,L ;,,, P 11'e - I Ij _1 I I ., I r, I 11 � (ROD MAY K LOCATL61N Illill D L ';I F' IN . ; ,111'1'�. " _1L' '�L I , I � I " I , - I I I I D E �o �kI , V-1,-- �', t, .- I , , , 11 I� 1.I v I � I � I"., -_11'� ,� I ,I r ' I I I Ir I ,� I L t4L, I,,,-r_ It-I . � � �" L,'I j �;,I I, I. I I I I I I L , I I I I �� ,I 1 I 1 5. i , I " , 1 j ; I I I f I �, I ��,'Ill.''L jl�' _,"r,,,;,�"'r��,.I ,"L, _ I I i I � �,_, I � I � , I 'r I I I �I It, :1 r I I � I I I I - -- ...- I I� I �I,q L j r,; fl':� ,I,���r, , _ , �I � �I I . I , I I � . I� -I;� ;'� 'I'"'It"Ij�,I rIll�,,1, ' ily 4'j�'IIII02,�ji�" wq , I I I 1, Im! ", , I ,!�,,I I I t, , 11 I , I I,- I 1, � I I L I I , �; � :,,I� � " I'd,I" , I ' I, I �I I,% V "I f ,,I I " L, I t � I , , ,� ;r � I , I , A I � : I f- �, " I " L L � - I I i I NOTEb jL�I_��,ll?�l�,.,,.,? " L t", _ " "'t,j'�' t "�`�PiL,��"�I,�;,tI, -11 I'I " I , . I i I I . I : Pt" ' 'I b UV0 .."'. I I I � I X�',, I, , �,"qq to- , , , t, I 1. , I � � ALL iIMPSON HANGERS HAVE BEEN CERTIFIED, :BY AN EWN ,� �'vl Nnq L ,lil ' ' L 'r 11�,�` , I � . , � , � I � 36'-8 jI -1 r I , z - I � J, P L ," 'r.L""r, I �', " �� I '� I I �, ll I � T14AN,7H0 R jr :�r ��', , I � I �UAL TO OR GREATER ' ,��.,,�,,;��i� �,�'_, 'I" " r I �: I I HAVE A CAPACITY E� � � ,I 0, " ��'j 1, ,,,� , I : , I , , I - I I 11, � I - -"I". I, .:'i"" 1 :I. I, ,� I � I I I., I - I . AMOUNT CALCULATED FOR EACH CAP_E.1 ', ' I I I, !I,. I , I - "',,��, .11" �R',.'5 , : , _ ' ' ,� 4'1' I I., ,t%I ,""��,L It,it -L I _-', I"' " � I , jl� L ,l � ' I L � 11 I i I # - - - 2- I � ,_ �, I L,I 'p. I': Z$� � �","jt;,,��, �� r �L,%,._,, L , � I I - � 0 -10. I It, _.--1- - r I I I , I F 't tItLVI I'll 1 I . i I I I, I " �'L III,,, if Iw�,," - ,,R'4�1,q , I ,1,1�,," - I 11,I I �I ., I I I '�'��,,�?K��,�'.'� L I , I ;I I , � 11 ,I .1 ,i ,; �'ii- " 1� ,-,�', -Z ��,�, e"11"j' ',tLLI,I'��'7 31" I �,. I L I I , ', - 1 I I I I I . I 11 ,� r " -, ",� ,I,� I 1, I - It �L I _"� _. ,1I I� I � , - � :I- ,I ", , �, I I I I - 2- 1 `-2 .- 7 6 �� - NOTE; " I � � 1 i , I �: I �.l #itI)IjI:t, L *I I ';'-I1',"LIi,t' ' ',� :� I � I 1. I i 1 " ;, ,_), ,� ,�'L I" , ��I,, I . I � 14 � I , , ",I I i � I I t V - �, . ;It, I - " I � "I � � II I I 'A ;r AS " rII �,� 'L 111;F1 �,I ,,,,r", I I .1 . � �', .r i"'k I , V1611 � ;�I]" jl,r'l il' t: ' L � " L ': 11 I PROVIDE SOLID BLOrKING IN ALL FLOOR JOISVS�AND.Lk . I V,i'',�L��"71L I � ;l,�,", I I - �t' ,I � I I I OR , , I r,., , . I,!,. I - , . "I L "I " �, ,I.rV, 't I V I I IL 1, I REQUIRED BY THE BUILDING CO THE ST F � '�-,.�11 I�iz� I ' F ,f VI'l lI jl�, 1 , I , ', �, I L � 1,11 ' � - I I - l r -ATE OF ,1�0 , ,I ,i� 1 ,�: ,; �,�`_I;I,il- I rI ,I � I 1, �r I L I I A" , I iI: I .1 t - 11 I- I AFL &IPA) I " � , F,� 1 ' 'n........j, � " . I , " If I , "It, , I- I "It, , I -, I IIIIII. , � - I � � ,(,I l �PER I I I III 1, ?,li, ", ' �,LiI',, '; ,j�,,, 'I �� ,]'�L�.Iig J'L , ,' , ., I— ,_ 11 r� � I � � AK TQ K � I � AND THE AMERICAN FORE T & � ASSOCIATION lttilT,�,4 I -VI I'll , �, , I �I'it' I YL��; I I I I I . Ui _1� ,,,, I t _:�7, I�,,1111 " , I I " r I � I 11 . eh I I4I,� � '_%4L"T"t"''�I�_ r, i-�'l�"L���I'I "�,�"'; � ,17 . r .- I I I ,� - , � I I 1, 1 , I POR ��',��,;,��,'��, � I, ," , �, I I � I zff�� , � i I , I . " ,',,�,tr�.':r4.i� '-�I III'l - L I I I� I I Y',I� ��. " , I ... .... "'? 'Iti , I "', ,I 'L ' '-� , � � I I � �:�� , , - L � '1� I I I I H �, tT'L I I,r l, I,tI , � I L I I ,��I Ir, . tIvAl'YEAV, I , I ""i, , , "I I'll � :, �.� , ,, I, ;'I, I� I I I I � I I. I I I FAMILY DWELLINGS. �001 i r I m - I . 11 'r I-1- - "" I I ;', , � ,,; , ,� ; I�...r 1� I I I 11 I �� I I � I , I' I `� tT'L, I��� hl,kvilt Y`�N� �11 -� , �,,tr, L I �I�';�, t, I I I I I I � I I I , I IL I I t I � � I � r I 4 1 1 1 ,",I I'� I� - -- , ,T1 `N'� V` it � 7'"-; j L " j ' I � - I I . I � � : I I I r i I , I ' ' It ` ,%r I I ,_r, �I'iIi% _�A� ��� , , ,��t� � V I ,I ,-; ,, I I . I�I � I I � . i, I 11 I 1 r, it�,q i ; I I I L,'� � ' , , " - )r r,,jfffIIti,�t iIlj"��l*_�if�%L J!",,�I�- �,�,,,,,,, I _� I I I I�� I �� � L I : I I . : I 1, I I I I I I I ,,.f ���� I ,,I!-- It,V10,f ' I , M I V : �, : I Il I --- - N40STE: l",- 1, I -,I"'-,, I .,',�,,I, I T � - , I I I I , MIMI , � " _Z; _ , I � IIL ;�t,I�I . I '' � I �� I IW � .i" . " " ")'� I;, . , � r � �r � � , � I , � � , IL' ,,l - I ,� "", I It " �t`I " I l, 11 _� . I i;� I � I !T I I �,�I� I .xII ZVI F",P � , I I E T N AND , _ ,I,,I=,.;i _,�'�_� i""`� I. ' 'L III . 1� �; I I - - `M`I?I� I �SEZ E'70 � -1 �_ N01#M 404t, � � I,�I� jt�IiI ��,� " ��_2 I XI%ol�`,,Llr ' L i . :'I �" I i I I I 2 U: W. ,-,i� I". ,,,I, . ,r"", ,, 1 � ', , I "iL' �' ' � � �, V ! I . _1I._9 . . W NOT BEEN ReTAINED:TO INSURE jwY.. l, 1- � R�q,n V,tL,jKnq, w ;T .1 � ;I C��;A, hl - : I MATERIALOR WORKMANIS 0 ORO � I : ; ; 11,X I it"I,"I It" ,�I3`CI L '; '�Ltf,li` , 4 , ,. , I , .-1�, , I, I , 1 .� I I I , �� ,4 I,' , I I"'L , , r N Q ;�� , ,, � "I w, ,g Amllw"&067 'I, IIII..It I ' �I il," r J��t!I� 4,�;I I;'. _r F,_ � ", I ,.I, , f t I I I I I . 0 . I I A�, L I I:I�,I� �4 '�i;,46�1';,,�', �. ,I" � ..I �- ,��, , ",I , . ��i � IN,. , L ,I,,�;�� �,�";�,�,L�'"i I 1,�,�t', , 'I"I �ii`l 'I I 1", r ' , ' I I I � , � I, I , 1 1 1 1 1 1 r I , ��I .I. ,4, I�, III � �,,�".%, _,_ 'j,,, ,I;,, , I . " , I� I ,:, .,; �I I�I I I I I 1 7 1 1 1 � k r I I I I , ,"I - -"L", " 7 ic, -1 j, �W I� 111II, �,[L,� "", I � � I I I I I uuu I � I r I I - , li I I - "�� 11"4 VI6, I. � .." -1 11� -' ,: ,,,r , � It', 'L I 1� i 11 I §P I 1. , i4l�4�,4-I"III t 1, , ,�L��I�,�l �I'i;,,� I �' , - I I I I . � '' , " I'PI, ' 112 , , it , It I . I r I : I : I I ; I � , mJZ4,�, I Y- ,I,' ItAlp'. I Q, i., ql� �, � I � , I � "r� "I I , � 1 29161 I I18P �L CEiU . : @ CIR24 I TW2456 TW2456 . I � I I -I � ' L, ",,I",!'! t, ,III, I I I I I I .1 ". I ,�r,-A,,l,l Xk3""` 'I � "_�, I� � , I � ,j,� � � I � � � �... � 1111 01- I I I �,, ; r, it� � lili, 111,A�I - 11 11 I I 11 I - tl:,i I,� ,�,'I';, )I;,� I - , I �I "t, _'L I ' ' I" ' ' ' i I I I � �, I � I I 1! I , -L, I , I I I'! I I ROLL DOW mdum I � I 1, ,"LL � ,",.,, I �Qll I 11i 1017��(,1'111�t'04 , . ,� I � , I � � I t ARCHWAY � I I � � 11, lit -g'I -1 I I I' 1 ilq i- I x IMPACT GALS$ �HUTTEAS SHUTTERS `19 I 11 I � �,�,� title� , ttl;� ,� 4" rIjf�q "",r' ,"",, .,� ,. L 11 I L - I 01 I I . . , I i , � 11 I t,_ -, tII���A$,'Jri;I,!,,,��O,"1� � � l't,1 1- A� l - I I I I ; � � "�'�'�I I'� -I � -I ,k,,i.,�,�,"Ik� ll I I ," IL � j r I I " r ' , 1 11 � Iff . Px (I Dmomm . (@ a a I I I I I I ;� 1:� ,I i'L I-L-�'� .., r"1,4; 11�1 .,j I El_,_�11 i IN �IVL. 1�1 �', , : , I r I r I r : L I", I Iji�,,!-. . ,,, -IA"' � : ;,,, � I � I I I, 14 L I : � � - ;W��: �1,� I - I 1�,:,.L � I I I �7. � I l - . - I i ,r, 'i, �t I �_ 5, ,,.� �,;�",�j,�,��'.1,�q""j ,,"�'',;�,��� '�L � 1 '. ! , 1 ,7 . � � 4l A t %1�� 9!l 7 1 Le, I - I � ,, ,I� �� 1, ',�I':L' I ,�l _ _ _ L ,� I� ,�t , Ij, - � , � I L I 11 I � Ili 11 � , L"R,t��,� �qt� .1 ('II ,r , y , :�'(L "I I I �. I . : : 1, i i I , � I � , I ' I ', ,r,,,t �11 Cq� ", Ii,11� '�, t'Ill I, 4. I'j'i'I. 7, �'j,-I I :.. I , ' ' L I I 'r� � t, i I -, � � I ARCHWAY� Ryp -iN-10� I .51-I . I I __ � I I I I I I I :1 I 11 1, ,l . 11 � I 4� t, ,� w".L,ig I;; I -�ir�, �I�,�I,i�', L'� ' I I �,[ � I I I I I �'T I � , I I - -I - 11 I'll, 4, �" t� I ;'I"I , r � 1, I:' ' , , I � I I - ��,111 I'� ,, , 'i" I � , ,j,I,;,jt,L� . " , �K��r,rr�4'��,",3,7 - Iqt�Iir � ILI` ,I I � ,,."I' , : , I. I.. , t I ,� . I � 1 : DPW I :: . I �r�,� I ,, � ",,��1� L I "I'l I I I , , � I �'I 1� I . �'I ��- � IL I I � I i`�N 11 , ,�Jli,,,, i_ 1 ' �1 I L' -I I t' � I '' I f ': 41' 1 1 , Wa= I "I � I I i I I L . I '_, � '�`,I I I I'I.�, ��r , ,"I �I ' � "� , ' � ,,, - ' I ' ,,L,� I � � I I � wo = 1V 9m CEI NG JOISTS - --- ---7-1 1 - , ,,,, I I I, I'L I I 11 I ,�,rI' I � I � I I 11 I I I I . I I It I I : . I ,,, I '14 � V;I,,L,, L I, ( ,�t:, I I ,It I r ,,, . � ; I I_ � I I 11 I � ' itt�o, , _I,L 1, ,I f,,,�:,j A ;"v,I-,I I�- - "i I I I � I Q� I/ � �� I§ . I - I 1� ?, I ., L I ' I� " 'L� I E,� ,L' I L ,t,l� '-.y, ,,, I ,,�L " I. 7,I :N � ,� I ) � L I I . ii - � : I 1 1 1 11 I . "' , PORC I � ,� 71 1 � I 10 ' ' � I I r , �� I t . ", It I 4'a', 't ,'�� ,I ""'I ,I, ,� I I� I I � I I I I I I 11 ��� I 1 . � 9 I WA$TE I I I r,� ��_ � " I , W�Iw . I, 1, 1, I I I I I . I '1;� I , 11 m Vol t 0 W-111% I ,��(11'1�1�1 , ,ildi,ZI` � II P- _1 11, � I 1 1 1 I � I I �: t, �, , I I I : . k I i I I t, t I � ,I I I � � I 1 IV em INK714 QVER� . I 901 ` ) wo . 0 "' ,;1l �, ,I , I i , � I � I I , , I I - I r, I if : . I I I �r R IL. I�; -,W"I � 1� L� I L I i , . ", .1 "I N . I � I I : I ", -i, j".", I , r I I i I I imp -" - 1: , � Ill .." I ,� � I � I 11 " I . lIgL_ , I -,2 I � � IV 1 16 1 1 1 . I I � i � I -,, '. - I u , - I I ' i . I � _w9_I - ,V \-,- .� - TW24ft 'FON111' TW2456 8%R 0 �, - ,� � 1� III If I -, T1, , I I � ' L ", ' � I r r L . r� � ( i " V ,In I I I Op r : , I ' ��W�� ��' �'I��'!f I,� 4,I , r L It,I,I�r �� .. I� � . I � , 1 1 � I . t I - ..1 I r I* n � . I I 1 2 ,- 1 I� "� ",I �., " ,� I,,I I , � I �4 I ; �, I I r � :� , 11 1 I I I - KN ul ,,, lirX 14 Is I I L I 'r 11 I.��I t�: ,,I� , I ;,�i � - . � I , f ��,4 L !I�!i ii, . �� - � �: . - ... � I .Ii,_&V+III .- ` LVL WTH 1"1x,,19%LVL __ � I I -Z � , . i I I 1� I ,yl, L, � r'� I, �'.,�,,', I I L : I , � - I � I I I 1 �-04' ON " I 11 I i . "t, I � -'.It�`II�' 4 -� ,!� 1,I,. I� I I �, I I � �I I I I I ,8 !Ikk ---- ----I I tj I`> � I�r � � I- II I , I I � I � I : � I � I ,I ���I L �I I , I I I : � � , , �t , _ r - .1 I ,�P' �.',: " II� � I I I: �I -& i, , 3,�k .. I I 0 1 1 I t_I� ,I, r.I P, " I � ,t� � ,,� I I I � .1 . � 6t I.7 ..w i I I L I� L 'r tv 11 I�, ," I , 1 ', "Ir ,j., �� ? I I I I It", ',f i I � 'I ,, I � r ri ! � I � I III _(#) ,% 11 *F ,igj . I I I � 1 ,, I i" L r . -� : , � I w � . j I.1,01 I � ; � Al, I � t, � ., I :1 I I - x of L r . I III i ._ ";" - 1.I, - I, I .4, �, ,,�,,��"'It t�; I L I " , � ,� I I I I ! I VEX - .- . 1 5,-S* . I r - I � "I Lj.�' , 10 1. " � I T I i.9 , 4V,-11, 4 � 10 � r 1�,�I�I I It I,,I L I' �,'� 'r' � "it , _,� I - 7 1 1 ot '.. I, �,,,I I z I I \7 UL �: � I i)�,� , I - I,1� I�, , I - I ;I I � I : - . I 1 4 I I I .,44, I I 11,, � L lt�III I � _ , �, 11 I I �, ,Ili,I�:,�" ,,�, I , , I f;,, I,�,,,I,,�t I I"�,-, I I 1, , , I � �� � I : �:� I i I � I I I � r r I I I e--I r m_ � _/Il I , I I: I , I- Ij t 1,I - t itq�,�Z,�,II,�Ij I,'! 4,��It r I � I I I I I , _. . I ( I I 1, � �' ' - "- �il",, I�lr" " ' 'I � ' � I I : I Ir oc RAO JOISl JOISTS ) 1. " 1 '44'� -It�. �';� I�4�;���r"Y�Vt.'�t.' .� 1i I" (A0_1Q x Ill - 16" Do F -_ 200 - 16' M. CEILING IZ ,zV 'g, I - " ' I I- I , � ,�, - --; I for, 11 I I : ., , , � I., ,, ,�" , ,��i,,- �,,I 1�0 , "� , 'V:��, ,,,, � ., I�,,,I""I " 'L I , ' I ! r 'i i I 0 I L 4 1 I I I � i � � __� ...... ",-, J, ,",',I-III,I"I'-' ,, , �L� � � ' ' -, :I � I I � , � , I I � I I I", =� !, i ' ' sk .. - I - - I . I I I 11 Ili ,,t' "I I I' " �, I ?I , r . i - 1 - I q;* .1 4 �'Itttj� -111e', " L �i" ' I tl' "' . I I I ,I I I I I I � I * I _jI� I I, .. 'I 11 I'. � I ,,,r�. �, , , , , I 11 I � �� I I I , I " ��L'I ' " Ir,r I 'I- I 1 - lIi `�- � I I 4 1 : i 'v 0 1 1 . � 41 ,,,, " _�: - ?i iy`�I I I I � � � - � I I 11 I I � I I r I 110,11w i��!,,�W, _",;:T 'W,,]l',�,., �,�,,,[L ,��,,,,,`�, -, I I 1 I .1 U/D yz a ljiv , , , ,- I I I I 4 � I 1,I I- I 11 ( I ,4lI I I _,�, ,r I I� I","� I ,,,I� � ,,., �Lr�,I, I I L � � I 9 I 11 I I �j I , 'r ,: I�I , � I I . � - I �� I t� I I Ij. �I I j, L I ,I,,�,t,�, i �. � I . I � , �. I I I �� ,I I . :I I I j � 11,.� I _iM I I I I I I -:� ,I --'r L , , I I � � �1 j �,14'�I'I,�, � ,: . I -OW I � � " ,,,�,I";L � I�,�, �, L r, I I - I I -, I I i, I�I:::., Ili�,�_*�'I,�*,��I?I`I'Il L:I, lt�, It ,,, '�I`�L':- �r . I I L ' I. 4 I I � � j i 81 1 ji I � � I I II I 11 11 It . � I"I",,I', ", , ��I,�"'I'I:1�"'I' y I r '� I I I I . r is I : �� 4!-1 Ch"- I 9 I I, ., . r, I t 'L I I I I I r I I, I� �'�,I- -r- 11 I I, 7 ,: , I, . I 1 4 1 if I I I I r- � I, I I I I , , I I I I It I I', ,le._�� -� � ,, ,�, r 11 t, . I- . ill i e I I I, ,L �, ': I 1244%r I I I 111�,,, I ,i It- ,T:7, �?L'U,,�T_111 ,� 111. -!It,71,It, IL I , I I io, A "' L I I I " I I , � `�_, - I L I— � �:� ' I i , � i, , I 6'�W 1 4 I _1_1 9 I , , � I Y,I� 'L ',L, .-I .p'I . 'I "t " I , ., - I �,I 1:. , � I I� , IIt I I � I I I I 11 I I I I I I , I I ,,,......2, i, L 'IL I L - ,I", _'.. ' 1%, L I I III 1 7 1 1 1 1 i r' I 1 , � � I I 11 " I"['r, I � - I -4 'Ill t" ,III.' - �, �ttp�I I I �,Il�',tit'..,� L � � � L I , "I I . I I 1�1 in� 1 4 'I-��, I I I I ,, MIl - e I � t I i I � � � � T, ' �,�,, .411`111 � II- �,:, ,", ,1 , 11� 1,111 I I I I I,� r �. L I r � I 1� 'Cl�ko,Oft,Ill . I I'" 1 4 1 1 1 1 1 1 : ", ���: 'r ,�11 II'�,1 "114 " , 11 I, L ,"�ttt�, ��5- I 7�iikl I,, "I. ' L 11 11" 11 I '� �i 11 �' - , , , ljfr� , 7 - I � " , wt *4� 140 'R - � I L -_j , " . �, u §�� 11 TlIjk �,�II:"'�, , III V, 1 � ,r I""r, �Il �, I ,� r I I I , , � 14R I- WIQ I D_ I 1, I I I ,,,,�,,,� � , , It"', I ,�'L, �I , :� ,: - � , .-- -L : "! � I � I . - , - I ��, I I 11 � 'I', I , � j � � ,, _ , � .,,,JL, jl,",, ' , III l;"� , � , I , I � ,I � , I I , C. ) �, I i � I � ,��,,�r,, :,�,,t,�,e,�,�",O,r��.�', � �,I�pr,,I, , � I :L r I : 11 :., I , I " i I'' ,I , � I - i It __L_ nl_ I I 11 �, 4S I "o .. ,.4 ,r,,,�� r I ; I � tf � r 1 _9V__ � I 11 i "A MINAV T, i$il � 1! � � AND CACS 8 r jI,I,,r ,_R ':r-,,,,,j,�I, I 'I I I L � "", , � - I I ,,, I, ;,� I I __1 I WH Qwl N-of .1 I. , I I :1 'I" 1� 0 I. , -,�� �,� � I Ilmmmwr� a IVN RO 1 4_� - I 11, 11 If ii, I � , IF .No�",u., � """-, ,-'It -'�I"I. � ij, f I - I I : a 'w"m FMP= - Om I -t.AL-k- . � � � 'll A, .4 , i I : ..I - I L I �I I` �T ��: � �i .- . r A I ,,,� ` -1 I I,�, '�1�_ , ," It"� �', ' ',�4",r I L FY !luz I It I'l,tIlk"', IN r� 1'*� �� ,4, � . , . r " , ", I . ��I�'"4"i' , .- � r , I I ,I , - � -_10 I I ft ik I � ;;wit 1 1 �:1 W -In "r � � � ,T��i4 , . , Il. �";'� -'��j"?��t2r'4��I I ,�,, I M& I I I , -1 m C-4- . I L � . I 11 I L ill, n I�, I � , *1; gt�" I I I I; L I I I I __7 I .4 t - p 11 ij-, I, I r, j t I �Ii (�'I'�I�,,�I ,r�,�0 ,,r 4 , , � -"' r I �� . I I I I I ,r �= EF yj I� 7- ,�: I., �lli , ,r ,., I I , . I . I CCNFM I . I I ILI ,� ,� "",� :I,�X.'�,, 1i I 0 1�,,�II�I J4 ,,I , t ". � I', I - I �. . I I = 7 % , ,:Z�,�!� I ;I I I 11 I 0 " " 11 I '�� I,, 1�, l ,I '; , I 1,� , � I - , F_ ", ,�t" ", . � um, com lt� I 1,I �it 'L, � ' ' 11 'ItI, 1101 -,' "" "i 'j�",, - I , r . ,;, �� , , - � I � . � I L I . w � I I � , , r � jr I ,,, ,r, " _. I , - I r' � � , � I , I � � x : . I . I I I �'O*JE24111i * III Ir III ' 4t,,tt I , L", , , I I I I I I I I De �,, I .` � � ", �,,,�, - ,_,i"*'Iil,,��," !" I `!, ,��, x 'j, � , . I AS PER. 9 �111 � - I I '�L' I III AN -Il I K"I" �,j,l,� ,"I 1'�,��,��I ,I"L', ,)I l,� - I ,; -, ,; I ., D � I . I� ,:. ��11 ;� �11 �, I,L I� �, .� � ' , , I � 1. I I I i i I I I I It I t", '4 -IfN I -1 1, 11 � I I I 1! I , r I A W I I 1 4 1,� I I�6t, � KIM t�IR`K,'Itli, , � , I I I I � � tt L "� -11)�, , � r, 1111�0,�.J,%I,,I,� ,,-, , , Ix� . P, !I-� I 1, I :1�t I , I � r . : I I 11 r I I � I ,tI."'I', �,,, I , . I � I ;R "ON oromwe I I 1 4 , I I .1 I , ,�. , ,4, , I-r ,,, ,- �, 'I " �r, t �, �1 I, I� I 11 lI 4 ! iq It L I I - . I I I I A"A ' I I I �V, oll I � �I " I ,t ,�I , 'Ir 11�� , I ' �I I r I I 1 � � , � 11 I WNRII, A-,1, �',I gllp� -r , �t Qt'i.I I.�.�,,�';,�l i�_' I�tr��"i" tt�,� �"It I , 11 I I I i. I ki,.�',:i _ I;��;�;g�, , , . II, It' L � I � � 1. ,r � I W I,IIII �� -, I _ I! I I I " I ,� - 0 7-Itl,,lIL�,��lI�,,y It r" ,�,_�� 't,r' t" I , I I I I . . � I ,L I 1IR,"I � IL ,, I I r 1 I il� I I I I I , if�,,�, , , I.. I �i r 7 1 1 � I ,,L I R, I, , L, , , I . � L, , � I I 1 j,��, I "T " '' I''I I' I i I I I � I .- .11 TI'l.,�,I ,�.IV 1�'14I&IN I'm I llltg�,l� . mt I I I I � � C , . I I,. �I ;, � "'j�!��I��`W`L�Ii��l' I,,,Il I," "�I L' , " - , ,I f I : ,I I, ,r I :, � :1 I � I , Fl��, I : I - I 11 0, .I I I__j � (D @ " 'A � It '��,, , I, I It I rr I . 4. ,', 4. - I I �L � A �4,',,*�,�.Li�. , "'I ,,, I, I, ,, _, - I_ ,,: I , , r- I I ; I � - I ,� -11 I - I : M458 TW2456 1 ) I I I I ,_, '�,� , m a I �t I , �L, 1. I ,� 1"I ),, �tt, 4, tt ,I � L I I I I I I ; � 4 ,,, 1 L I , .I�I I j� iI I L ' 4 1 1, I � I I SHUTTERS SHUTTMS I I I I I I 11 11 I I j ti-&.qii,3�-"I " A �ri,�,,,', _11', 11,11 IItr � L ,;r , ,i,� ! �' I ., �L I r : : . I � L I a "�L I I - , � . � I ).,I I , I , ' . 11 11 ,5 I "., g �Iftq,�,�r�t�T I.....i�,,,I.it,, _�,L,j d 1,,,Ir ,� "� It� . �� I I . .1 I lem- -- . I , I i�;'r' t,t��il�'I�� �,�',� ", ,",ij.�_ . ��'I. I" , " _ ,, " 'r I�( t' L : I 11 I d to ! I I , - I , t � " I 0"" UltI . _'(" I I I I I � : II ' 0% `h,1 �,T�',�"II' I _,il � IL L r I I , �,11 I, I ' 'I I I r I' L " I_ �, r I I - "*,�,Xi�L ',I'.O�I, , _ I �' L �, I I I I �, .1 I 11 "� ",, I - _'�,� " � �?l�',"�"';,_',, I ,,,I ;'I _ � ,� � , ,, L, ", . I I, LL I : I I I � K I � * I I It ,I I I� , , , �� I.L��O�,ej,�� %d, ,-',;Vt4,�j�I1?I',I,�. "I,. I I, � IIIIL '4t r I I � 1, � I I, r : I I I I Or . 11 I , , ti- ,I , �- I , � ,It I , I," '4 ), �. - , , � I I I "�t I I . � it,, r ,, L r ,.,;,I I � I I I L' I I t, � : 5! V I I � I I It YIA � IIA',� " III L,I r'q L"'L �' ' ,� - - ,.� . � I a 4w = I L . I�I 'r I�r �t,I��,�, T , �t;'",a;j fy,!,,,q"�, , -LI',I ,r I 11: , , , � I I � 4 I I I i , %III "� - a , , � -1 , ��',I'lr,,�" .I,�,""�," "�, I, I I� � I I i I I I r J :i ", LL I , - .4,� 11 I I"" � , I I::i, I : I I � r ii� � � I @ I� I I I . � th , 11V�i , ,,�� I I I o I I ,I,I I � , , .1 �:, I . 1 6 i , �� ItOMIR"If " V I M,11 I I I t,TU,�41I-,I. r I , I , ,�.' �,'� "I' , '�I� t it � I �0. � I I -1 .4 I I I I � 1 YIP N1111 ,A. I. I�Z, 11 �1, "I l� , - - . I I I I I I i "'* 111-1�1112�4�ri,� tt ,,� L � ,I I ,I 11 , L I " F � � - P LLL � .1, I .,ii,k -19 I,,9,,, I O."' , I I ?� I I is, �, I� �I .10"I't",,q, f%,§9 I- I.'.�-g, e -,- O." I Il " I -1 1, 'L�,I L � 1, � ' "" t r . - ' ;'I t L I I I r . . I . I - 1 4 1 , � �"� �Ii,r I I I ,LLL 11 i � -,�A,I�lt 1�.,Iit�_"�,III)I, , r';r� � I I I -I I ., , ,N, , � � , I 1 I I ' (�Jslo x or - ,16* 0C FLOOR �4_TS) I I I I L I L ul �II I ", IIS"l 7 1 Ill�I 0 I "ANY 1001,'1�1��lm; � , , I : L, L � I I - i 'I I .. -�-, 11 I�N II111"t,r, 1 ,�,� �,� - _ � I , �� I %, .,T, I, rI�'I"' ,.L I it-, � ,� r. On. -4 4 I 1, I I �,,LI,.,I 1, I II,� ,,�L,� , !'It I ,L " ,,"I' I- I, I I k , 1 4 1 1 I i I I .-- I I 111 lk i �, �-Ups"�' ,,,I�, I I"2I .� I 1 I � 11 I ."to x ST 'r ism lQCF "l JOISTS., - I I I _ I I"_,#I 1-11�I,IaMqI I I L'I., i ,,, ,,- � I � 1 4' . I �': r �,,I, 4�,"I I I,1,.�4,' �i,;r' ,, ' I I 11 I I � I ,�i: "I L I r,", "i"j,"'w- "-��I'i�'L'I q�If—t't r: , 'ti, " � I L � " ' �'. I i L, 'j I� I l' �r I� I I I � I I L I , � T' � � �t',� I,� ",j, �I,�, % I I �, I � I .1 � , I It,I 't;� ,g,r, "�,, , r, � I , I L, , , r I L I t I. I � jg� I I I ,:, t , �,�, . � ,�,,,,,, J"I,,, �It , � 'L r -1 I I t, 7 - . ,_� 1,1,, fI L� -4 �I'i I - �, ' It � , . � � " V 6,WlN I,;- ,,�,� -, � - ,, t,'I.I L�4, I��""` I �I, ,-,��`"" t� � I L I I , L I a I I Or , � I'll � , , it',r,, ,I, '1.',� ,� �� �I I 4�1 I()] I I . uklomor'� k ,,�,�4, I _t% I,�. , r I I I I 1� I I " I -1 -1 I 11, I 441110, ,V A ,�',,',,,,;.tl�,,�0�, 0�',�,� ..l � ,li.- t I . I � I : I I : I%,I ,I ..77� I I I - i I (I � I % � I I , I �I,L, , I , ��`I'l 1�' �I 1 _'.�,. - I I I I L )�� I I , �I ',�- :'L�_,j t:_V�L IIi ;,L �&l 0 -.1 III� , � � I ,I , 4, �!j" I��,�'�� ���'; I �I,�I -, �,I , I, I,I, I i I 11 lj 'A4 ,II,,,�,",$ I" , �T I L I ,I , I I , �t , " � L '�L I.1 11 _., ,'Y'r,� 11 ' ,L'"�fijj: . 'i , , Id: I It 11 I ,I " . .11 Im IIIIIIIII-It "i - ` I IL... �4 , ,. ��r , , ' I I 04 0 - 1 . �I� I� " : I, 11 W'15,"I lT*k,�q'4-4,1II,:,1 � ,I " IMT4 I ' 1,;, I I,�a I Ig �� I I 4 1 I I,�, W, - 11"I� . I'r I I ,',r I�I I I... L i-,"' I I 1 Ill" C �A �,,,, , -�-V"' l:',,'j!"t."�-,�I 'i" �j L 1, I'I,: I- I "" ;� I I , I �, I I . (D I � � L r i 4IV -,� I � I (D : . I I r �,, `�,,L�': ' " ��':I,,�l 5, IV- ,-". 11 1- � 'Ii, ,!., I ' , _,�I�I, � , � L I I r , f , 4 1 �:� . _` 'L `l` I `I I I � I 2 30 1 I r�il ,��I, . -,,, ,lI I III", -,,', ;",L, � I - ";? 7.��?�,tI:��t%:' ",L I , ,�,, rI I I I', ,. " I I I I I : * � L I I I , ,,,,r,I �-��II,10!',',,,V��,��,,,�,',,i,. I , _, I if I " 'I, 1. I � I I I I TW455 TW2456 TWZ458 � I , 11,�tt,ItItI,t, � r, ?, " I ; , TKIll -,I I � � 0 ,,, .11 �I ,I—r ,,I �; I�I,�,�� ',I " �, - ' ,, I r I �I I I 1 4 I[ I F Ipg,., "�4,,'LL I.;. " I 11 I "It � t' _�! 1 "l,' [�! I SHUTTERS I I I 11 -- I I ,��Ij.l�7"� I. ' r I CK14 , SHUTTERS I ", 'p ,,I,'lI, 4-1 j�`�I;�l� �.'�.I#IfLjt'Ii� -, _ . _,"� - , -1 I r,. , . ,�, I ,� �, I I r � I 11 I I - � If ' IL � yq,�,r � I71P (,�,r�]�r !It I �'"I L ' � . SKUTTM9 I SHUTTERS 3068,U4O DOM ' I � I � . I ' , I I""I'L" I'i,,' '�f'rIt" 14 �I Il ,_� I, If r,�q _I:�� �, �j , l, - LI i',Ir I I .1 � - I I I , 1�I I , jtit.,Jr,i,� �.l �I,I I � I j , " � � i III L �'t'l ,. ,,,r " �I r��" I : '. � I , � I, I � � , . I I , I �'� `�`4�� tI,�I'7"Lj".Ir�`� i'lkil � �,,,I�,,,�� ,j, , ,,�,, ["'i"","I ?%L I SHUTTERS � I , r ,� , .1 ,4,' IL' �L A-I `Imt 1, I, ': , I I , " � I I I , I I Illi!, ,,� ,� I�L �,,`t,,,� 1T #I 1,L I ' , "' 1�1" ' Ijj�? I;," -L ��I�I" I � --I � 'I�- I I 4 I r I - _,,F�, "t4g",,,�I' I,#,',L.�I�'_,�jIl i'� ,,,,,r ., � 1, ��,� , I;I I I I � I I ! I L " '�;, � ' I I 'I '� I I " I I I I - , : I� � ", j, It- - , I 1,iz�.,7 1, I ,I �I � ,� , ��I '�.11�r,,g4 .." - � ,,�'I j 7,'L I I'� I�;I i.I,�l?L, "I�It'I�I'Ill'7���'1' �'i I I''I� r I . . .I I� "It, Atj",q , � _r ,q L I I ff�mm ME TO BE q .',�,;It,'Ilmrl, I�I,,�.,.�4.�� �-� -� �" ��'� `4' � ' , It !"I "i" 'I I .� � I zi � "I, ",I I r , ti, I, ,i r 0 I I,'I I � JeLt �I, , , 1 2;t�� I .�__ 0 �` I , I � ,� , , ,.), I , I I l�k��- , � � (.,;I I,, �, " 7 , I I I -z ,I I � W UNLM Ill "I I.- -' qI I 1 2 ' I I `fAAI �,,t I L"'I � " : I L I I � a 2 I ,I I I ,�, �. �,l`,:,)"� : L 1�" �t:j: ; 2 ;f � ,� I I , , ,I .� 1',- I I ,l3I ,�,Q,it�l 11 I � " , _ I L�,"I " I I I�I��. �',I ' rRIER' No= Lr r �� � I , �, Jh��JII I I L ,I ,L"' , 11 L ;_, :,,, _. I t I I 11 I :I I � I I I . I , ,:7 L I 4� 1 ,I I I � I I, -- , I�,�� t,rit,��,I,L;I" L�." ,. I�,," , I , I � : : I,� - I - I h, I I I I' �, ' LI ',, 1 4 I. ,L' I Lt- ,,,, I I ,, I .11 I I I I I ,,�,� r 1.�I �, I "'I �� I"t.,il�I I r-I I I I . i, ,,,�� 1, I , t I I, I �r I r , ., ,,, _�'I ,,,, L L � r � I I�, .11;I"".�,,,, I" -,,, .. It IL�I r � �, I I�' L ,� " I ' It , i ' I I � I I L - . � I , �, I I�� :",i I-,L�, I �,,."',,�I�!�,,,,I' , I. - . I., , ItIl,, It � _L I ��;,,� �! I, - I""I , I I' I ' ' I L I I L L <)] : I � �r " 11 ,"-4, L ' I, '��, '3I � "' . : I L � � I I ; � I "I I�1,,,I t 1, � � I I "t,� I , ,_ � ilit' i , �i , - _� ILI",It, _,� � , I ;I� :� � 1?11irr1t`1_I� - ir�"' "i I I L 4., � I � ' ' , I , I I I... , I, I I , , I I ,,, I, , .� -,.I I � ' L7 "I 1 I, .I I I ,., , ,,, , ... _ILI,,,I I I: I I I � I '�:1�I 1, �-� � � I � ,I I I I I()] I L I �.i ,; I 11 I I .; I I�I,I,I � '5 I, 1,�,,�Il I �L I I I I � I � r �� ,. r' I �,t k L : � � I � 71 'L i I It 'L I I I r I I I I r,,' � III �t: I 1 ;�� "I I I I'll, I,�, � I I I ,I �,,, .I 'I:L L, I I � � I � I L ' L 11 o - � :. . I�l� , "I i � ,I ,� r I_ %�' I I I � I I it I I A , I , I .I, r I I ln I;r�r I t� *- I .,� , , I I� I I I II 1 I ,: . , 1 1 1 1 1 I � . , I�, - � � I �� �I,I�4,,�, I � I , :" ]I, I " � ,� �I r . � . I !I 1, : ,I L I I I � I 11 , , ��, : .1� 0 I , � r . I � `� ,e",:, I I I _ � , , W-4-7 I : ,� � I tI I 1 :111, It ,I 1, " r � � � 7 , �3-4j- SHM ral I I , ,:c !� r , , I I , I I I i 1� _', � I - '-2- 1 1 : I I ll� , �� 1� � I i `_0-1-1 I .-a. 3 -I '-2._L3" -2._6L - .-L I � I ,I !'� I � I r ,�l, I,� � �I 1 V-3 -2 I . � � , 1 S-8. -1 16'-4- FIRST r I I �'! I , I I I I I � I I I L I F1,0 I I � I I 'r L I 1 -51 � I � . ,P.,4I N I, i : ,� I ; I I I I I � 11 , I I I i � - I FIRST FLOOR PLAN "I"PIPII'mm""'ll"l - � L,L 11 I SHM 1111 � I I� I I I (g) COPYRIGHT 2003 EAST END DESIGN ASSOCIATES,I LLC. I � r � 1 ,531 sq. ft. living space ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED I I � I I YRIGHT LAW. 163 sq. ft. covered porch PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. I I 50 sq. ft. covered entry ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 9 of 14 I 1 I EAST END DESIGN ASSOCIATES, LLC. I THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE , I - PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. - I I I I 1� I I � ,.�.,m�x ...g, r ..�, -.,,, .� .:.. , , _ ..,, _ "' - .. _ - ._�_. - - •. - w - - - _ _� , - - -_ - - . - - '_ _ - ___- - - - __ - ' - - __ - - - - , . ., - _ _ _ _ _ ._- - - _ ""a .^rti-t*�ri7r�.- r. ....r ^'rF 'fP89^'q+',' yY*• -31rn,' . �n@'Me5'r, , "TMJ i, .. 4 t t tiab d 1lv a prtnr w, } }, x h6rtl Aa' ''i 4d1 y z t I" ' 4° k e {"'rf !• br * r 1 s , )ti EifNVnry t�fit �.,#. INDICATES THAT- THI5 .11�N(7' VS �'RCiW4tNNGt E ', I, a f , 'ria kX+ Al n ; �lr rT� I` r FOR THE HABITABLE .'SPACE''IT' IS ,L'OGATED iM I " u, @ y 1 E � kA 'd e' ryff t' f 1A e 1' p MO RIDGE SQ4,LIOE 0 WALLS 'f� R� - ICU n 6 �" BhAtf� 9 e w. NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST k PAPER ASSOCIATION MIN. PLATE SPLICE ON- WALLS PARALLEL TO RIDGE IS 5,_0•. ND EDIT (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIION. f A NV's"a4;' ALL JACK STUDS k FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION ' � 41r''] C r , l i 4 r s 1 �r n n -'I I v (AF k PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. "MIN' OF DBL JACK AND 013L KING 'S'TUD ON s . , ALL EXT. WINDOWS. AND DOORS NOTE; Via' ray" 1 'uk t ar T•y{ r�xlI VERIFY LOCATION OF ST.RDNG^.TIE `ROD;'3Y5f ;'� w � k y a k � � V h N �^ " SECOND FOR WINDDWS (ROD MAY BE "LOCATED IN MIDDLE OF KING STUDS k 4 'I, ` ARE TO BE SET h s sl � by a 3 AT 6'-1074" AFF NOTE: i I ase v A ALL SIMPSON HANGERS HAVE BEEN CER' BY AN ENGINEER ATO ',•.-r 'v w�+ft Ora a ' 4 ,v ' HAVE A CAPACITY EQUAL TO OR.GREATER, THAN THE RBgtll `O - ` AMOUNT CALCULATED FOR EACH CASE. V NOTE: EdN`r + ; ;+1 v - PROVIDE SOLID BLOCKING IN ALL FLOOR MND, RAF 5 AS ' a ak {� {- '',`t1y rr " REQUIRED BYTHE BUILDING CODE OF TME $TATE 'Of•' ,NEWRK ' '' I *^� nt r1,� E 9 D AND THE AMERICAN FOREST k PAPER ASSOCIATION '(AF do PAS°;'- r ) ".'I - FAMILY DWELLINGS, 2001 SBC HIGH WIND EA014. t WOOD FRAME CONSTRUCTION MANUAL (WFCM FOR ONE AND ------------ -— —— — — — ——— —— — — C B A EAST END DRAFTING de DESIGN AND ITS 'ASSOCIATEO ..ENGINi 61 e NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY r o i I I I MATERIAL OR "WORKMANSHIP PROVIDED TO THIS JOB' SITE. I I I r f 1 j on �V Aum enom ua ro ee I . // 7xuom ARE ro ee �s I . d " f ,�'EtRteE Nonro. I x , 41 10'-7 � , ,y y I I / CW735Irv"fictil , IMPACT GLASS r y v rya, l r if, ' SUa T rfar 5 a'. pp�� °R rm a�M tlifSl dd 3� Ern l _S21N,yI �Mr n: a rtR_ Vy "tp'rA4] q+t q f .0 *p I .� R L_ ° SECOND SET NELOM IWDOWS an ;)t n1 'wi lawi "r'�,ral w- — - ___ _ ______ _ _ ______ _____ _ __ _� AT B'-1015' AFF - 1 y A lrlt py� —1 11°-4' I r 3 t Pk 1 � , m ? I \\ W.I.0 I BATHit 2e66 2469 r- - _ r I _ ri4 ^ rV, 17 T 2711,141 rfg "I '11 Vj rc, a 4 � { JS� M • � /O ry I I—____ _ __ ______ __ ___ ___i � i,', " ' u �r„rc, d alf ry, tuFl} MGj _ —_ _ UNE of 16 �UNE aF ay w�--9'- a 1� Is ti I 44'IN ll 124 s I I _ *�tn"COUNG CBUNG ! �3a b ” Q T'Yyv d I' BROOM #8 , G BEDROOM u1 Wei '4 u.axATn itit 1 ea .o/N �— ttl e Z r'A �t 'bkv,"R UGv 1 NA7CN I o UNE a 23 I I y ta p COUNO —J e`d CEILING oI _ I � n �� ____._ �__ _ __ _ �__ _ ___ _ L-- _ � ,�iT halt 1 � x4 h S , ro r r n I in I 1,_11• -2" -2' 1'-7)4� i io ' �I'r �( .ri4 � �1�`djdFf,a 7 n 1 ni r , , k .r k v ' d a - - °I11 � ,., �k a a s 1pq AL4HEADER ARE ro BE bMF11�r r o mro eE y L o- ' ; xrtdr uNE� s1 v! �� d k ., ✓. 0, rr` Y` eI r C r. i� n1 tr�^' �,k5 i,y1iS vN NN in N s i,2 .rv1A , Z wdtyu yvk 1 N. r x a'6 „rye r r ulrl'w-a f p . SECOND MOOR WINDOWS _ � _ ,;° .1;, *i s a.' � � E T B T r � s . w�.'. ARE 0 BE u ; - ' � AT 6'.-10W AFF' a n a r� r t l 3 +i K 3 s, �4y.,. grr�h , � SECOND FLOOR PLANrc , _ k � fI, _ �,11 "t4 LIN 616 sq. ft. living space tdy- , �{,y +ar", i f y tiy1, ' la ,I I In OC COPYRIGHT 2003 EAST END DESIGN AS$06ATEbyy,'ll0 N k fi+ M *tt o- d.r ALL FLOOR PLANS AND E A'TIONS_ARE' P�O���EMJ=, m 9 a �ral�P � { y , c u 4^ "A J ,Y !wr,Spu'4 1a 4 UNDER FEDERAL QOPYRIG4TkA'1�1 "� f PLANS MAY NOT BE "REPRObu CE[3 WITHG h." WRITTEN AU'THORI'ZATION. � ", f ^�`r � 1 4' w v) f`��T�' ';, ALL PLANS AND -DESIGN ARE TH r tr'ti u�, r�P� `v- ed y.. h .,i a, �f�gYtI"aL l i�2d4r4 ry i 'X E SOLE EAST END DESIGN ASSOCIATES•: ,,, - THE RIGHT TO 'BUILD, ONLY QNE 'STI2UCT O In, PLANS IS LICENSED;' EXCkW511Eky x�phkf (..,l.e f r r,,') " { as " ,' .1 nl ' li : li�"�A, if'1°•"�i31 '', r`'fJ 1�, axr!i}� e�:,N• �: rt „ ., �A .°.,"„ 4 '.i',a�•"h„,y,IM � G. Iri ',Av 11.E dry, 1: �, 'r'µI' �•'* ; A it itR, ,y{ ,r -! h ,� d9 ,ir:d 6 'y • ,y y{ s1,r 1.', ' II. ii , 'ri � b i t lla ..L+, ,o 6' .., na� ,.k ° rM J "`"1'"..t5�':lP"Fii k , m!+rd" f^ ', 77 :r qrn. - , - .. _ t ' ' MJI �w 4+[�L+vrle' ,�.u,.°18� a .,g' :I °k „uq,' , j 'e�.. . . . . _ - ._ „-. - .. . . .....- - r'M v u _ FI n I r y I . ! t, �� 1'3 e.,C , v � „ A I , 1. `✓ rt na ;.4r ,N !y �1 t - r t ;1 il, - _ a,, Cv-T rw.y�, +r,4 sN`E•f�*, n•*n.u.' . ,!7",l {r' 11 " � 1 ,'y ryv v a . ''N1.� , 1 1r " ",I" r - �;� §0 1 n ,,Tfi,1 ery vy , ti ' , ,i.. q .� _ ,,,il kt ' � „ r ` { t`I5 1 0 4v kIt, 1' - ,�. 'I - . - s (' kt i ''11, ^� &, 4 � ' 4 _•i'- r. J, ,,;fN, 4'kv ' I I - + r f r a i , T% Nrt 4 5I. „I ,, , ALL S PERPENDICI tL R ' , � _.'I PLATSft� In ,+ " MIN'. SPLICE ON W } TO RIDGE IS Q"-0" 1 V F 1µ'nn ", I" '9 i AAL SHEATHING TO BE NAILED ACCORDANCE' WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST do PAPER ASSOCIAl70N t r 3'=.; I j ( ) WOOD "FRAME COjJSTRUCTION MANUAL (WFCM) FOR ONE AND, TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. MI �.�,, r . t� All JACK STUDS Qc FULL, HEIGHT KING STUD SHALL BE IN ACCORDANCE N. ,PLATE SPLICE ON WALLS PARA 'E� ' " ' i , �' " "t I- ' �'! rc'� a 4 i4.M L f{`y: ° day r H - WITH THE AMERICAN FOR Qc PAPER ASSOCIATION k. L k ^x 70' RIDGE IS '5'-O , r .''I ` (AF 4C PA) WOOD FRAME, CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY'DWELLINGS, 2001 SBC HIGFj WIND EDITION, r , ' ",r1 ,I ," <'--II�I RFF91 d' 1 - ,J ti11 I ,V .1 I yS�I,rSr 1414 ' 1 ,y ` , r ., , BL JACK r '„sr , ,,,r ” „ a' y, ,' MIN: OF' D AND DBI, KIN© ST(�t .{)N y , ., 1 , 4 r J li_R,t. r - - _ 1r � �' �� Iw�ro .4H" oc AlC' ET. It— rc1n, I HOU7 �. - I#�VWS AND DOOMS: , . . v r1, ' R SIDE' FOR ARE OBE SOLID BLACKED 48' oc , NOTE( ti �, a rc�,m t �N x'M ' PARALLEL _ , 1. r , nn FRtlM 0�0, FRAME BAYS, PARALLEL _ s a� lt� n , '� EACH _ TO EACH OTHER FROM EACH END OR SIDE VERIFY LO,C TION--OF STROnJ(�—''F{E READ "aS�',cjTEM, , ' 111 v , '1 I , rel r ,$ _ s LIC 'l 1 ,. „ 1 I11 l"rII ,I I. OF HousE. (ROD MAY BE. LOCATED I MIDDLE OF 141NG S?UD i e lyo n. N MI �> ,',� A 1 1 rr ' " - w 1 " NOTE: . .1 Ir v ' , ,,.+ 1 �I roj,tjt�,1 '' x „ ,I I I k t ; ' rc, 1' ALL SIMPSON HANGfiRS HAVE BEEN CERTIFIED BY 6NGINF R 'Plp ` k ; -r „w t r ,� II _ HAVE A 'CAPACITY EQUAL TO OR GREATER TNAN E,REQUI ,'i + +. 15 r r + - ,AMOUNT CALCULATED FOR EACH CASE, I' r , �,. „ .% .m - x �., I . "Y - -I. � rr' H., TE: I I ��',� „I„ r , - PROVIDE SOLID BLOCKING IN ALL, FLOOR JOIST'S AND 'RAFTERS A$ '°"" ' o.,� 6I'll t h M + ,'� REQUIRED BY THE BUq'.gIN(i CODE OF THE STATE OF NEW YpRK, ' ' , ' r �' ,4 `nI 1' rc',II > - - D AND THE AMERICAN FORESTk 'PAPER A$SbCIAT10N' (AF, dt PAS " ', �' ` k } ' , I' _ WOOD'FRAME CONSTkUCTIoN MANUAL (WF'CM�}"FOR, ON '" p a { ' FAMILY D CLINGS, 2001 SBC' HIGH WI D EDI ON. E AND TWO _' �, e 11 (`1t , ' - - , ° 1 � ' � Mti7 r, a - - --I—'----- ----- ---I - DRAFTING & DESIGN AND ITS ASSOCIATED ENQI EER''N` vE "z y r �' r , NOTE: I I a -, — I I B MATER�AL r ,<" , s k + x r xl , ° ,ra+! y, , ,<w , NOT BEEN RETAINED TO INSURE PROPER 'INSTALLATION QF" hNY r b ' '`r b ? kt .�y. qAj Illr � ^ i q �ti La i t k r I „ , I, _ I I I C A AR WORKMANSHIP PRONDED TO THIS JOB 6YTE. - -,�� I I1. r' a to II I'9 t ",�' ,> 2 a ,ti' G I I I uF t '' y 1, I a !k ';ev I C I '� „ ew .,' �Ip�°k v, 1 i 1 I R FTE ' - W{r , y'A ? � , � � I II it 1 rc x;11 Ir, r _ 11 � I t , , I ' '�7 -s.falmly A �,,..,�, s I Irl, I — - - - ------ --- - --- - -- -- -- ----- --- - 1 �' I t I I It AJ / �I ' ,y1 I ' // I �� �`�Er' ill y ( I � y o I / • C I r, Y II I u� I r r 1 41,14, , .I °,� .I", I I // QO FARE B I T OI b c I r r: ur,f 4 aa . R It - G , 1, m�", K',. '� t - I�(`� T_ �/ — ���G/1�L/111---�. -- - -_ — `� I ""'rkn :r s _ _11 I `! BUIR L TO 9W - _ I 1 11 'I, ,� a ✓A"_ds' 1 / RO F RE I I `( 1 " 1 I EC _ L---- -- --r---------- - --- ---- 1 # . . . I -------- -� I , I � �f.r 1 „ r s I I ( W E l I p n !° . I 11 1 d w 1 t4�" x t1 LVL I < i s {w l y I - I I z 1 • rRIDO BEAM —I �rc I I tl64, +a r I I I I I I , t I m I 0 1 c 1 I w ° I , I I I F-- -- ---- ------------- -1 ,,, A t a f ,In A I I I I I 0 1 04* x 14 LVL RIDGE BEAM 14 "i4 ,vr. a Y I I I _ 1 I ,. r , 1 ® I I I j � p pry I „ I l ' „pr t �1T�GE ,,,r, 1,fi4 rt',��M � i , !",,, � � '; ` I :, , ;" , I',, —� — �' - I�� Ttx SE._--- -- } .I,SIDE i 87SL DI�(31_' BAA�d�1 — '�"-- - - _ I r ”, t 11 - � 4""-.�} w k Irl �L 7¢ 1 T, Ill " } , _ E CH 916 OL I AM 1 A H ' l rt . , I I I ';, 1 I � I " , _ I I 1 , . t, s?ra , M1 , �Ini;� R �a ,r In . a I I I I 14 I , � 'S ', r 1 m k I 1 I , r-... R� L ac 1 -- --- I b9 I I . I I {., ' , '474F I i .y ( I �1 ,I r,;'. � i �4 't,y11 ' , " I �IFY ! tlw , , I + _ ? 1. 1 1�N0 -It 11 I . 1 + 70C , .,y I[ a I III 'I�l+k „ r , IM ' lI 1 rv. M 1 , A 11 � B y�p I rpt'"It I4 ,„ • P', I I WWW }{ 1,V ( it NM Y StiJ . I I _ _ W 3 ��� kl I I _ __ 1 rI r, N n N 4 � ��Nlf 5 „ 1 r. I. . - �, .v ---_-- —_--�- — .--,...--r—� dr 1 d ^N INPo,Y4nf�ygi,�", III v t r3:o`tl 4 I R , s d N I _ t .r'N ro '',, 5,11 1{�I, , a I i - ll , ,h1 ,',, 1 I- af, 1.5 tl w , 1 i 3 �,4 — �_ �._ D C I I 1 II . ` i � R5 AR ..r'I SO{riD BFJ7C'KRD 48. Oa � i r l, t,,I r Y I I ,IN4IE ",, v'r I', i b a. "� _l, ':FOR TME, FI FOUR MEI BAYS; PARALLEL - _ RAPIERS ARE TO BE SOCIO BLOCKED 48' qa r r :I, rs r , TO EACH ER FROM EA'CM,END OR SIDE FOR THE FIBBT FOUR FRAME BAYS. PARALLEL - .la+ , ' ,`.. ' ;1 lI -bP 'MOUSE. TO EACH OTHER FROM EACH END OR SIDE t " ,,t " r mrc 1' 11 I 1,. (( 1 , - - 1 n OF HOUSE. r , tt q Y dI @ r I e w It kh �' '1�1w , r a ,A 1 , _ , `, Fk 1 '� II - t - , JAI R a p4 r 1 �;I i � � „w�, " ', 11 I ., N �;. ,+ I „ern r''I M1 ^ WI 1` p V , t N. . 'y i 1 N 1 I,v k Ml •NVr' 4 Q COPYRIGHT 200i 2003 EAST END DESIGN ASS(OIATES, it 0 w ALL FL001�' PLANS AND IELEVAYIONS ARE PRE) kik �i i+ y.�j • �r +ly ' S ,. a Y ': , ,n UNDER 'FEDERAL DO♦'�`Y�'JGFi LAW ' � rk ,t ` I PLANS MAY. NOT BE REPRODUCED wTHOUt '„ 1101 I. r. u � WRITTEN AUTHORIZATION.Q ALL PLANS' ANp DESIGNS ARE THE SOLE 'PRgPERTY QF " e i; _ .. ILO; ONLY E' .STRUC . fiR r ++ . EXCLUSIVELY END DESIGN'- AS rt ht THE FtCGMT TQ 8U PLANS I$ LICENSED EX VELY 'TO ni,E BIjX£ I Nth+ 2_"; I , r l rcr� 1 t' ^- r I I: . . _ E It II 17 r 71 PLUMBING RISER DIAGRAM NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND �A�32 OFA THE NOTES: „ 1RA'ETSIDENTIAL CODE OF THE STATE OF NEW YORK ALONG ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION WITH H THE PLUMBING CODE OF NEW YORK STATE AND THE (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. . . . R A ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION " _ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND INSTALLATION OF SANITARY DRAINAGE SYSTEMS. U Rua r enoE I I ROOF I I . s Q 3 � � z" 3 SECOND FLOOR RA 1M. 11/2- 2- it itfr /a LI 3• 1 iry // FIRST FLOOR 3 BIH z' t tMASTER RATTHIMM /1 1�4• 1 1�{• 3" / t 31 L '7 t /y 1Y 1Mt/2. /41 Ca CIO. 2' 4 y co. co. z• r F.Ay.. 3 y 61. Holg T w Txifll W VC TANK Nf�BREDs AND BWIM ODOM IJP IEA AVONI I I a CONTINUOUS RIDGE VENT I / ` \ CONTINUOUS RIDGE VENT " 137 x 14" LVL RIDGE BEAM /�'/y- � 1'4" x 11a" LVL RIDGE BEAM 2x6 COLLAR TIES - 16" DO. / /y I I C \ �� 1 ' (�� A 2x6 COLLAR TIES 16" oc. - 2x10-18 oc RAFTERS 2x10-i6 oc RAFTERS - 12 12 — I---� TAMKO HERITAGE SERIES 30 7R ARCH. 101 10 TAMKO HERITAGE SERIES 30 YR ARCH. /// ll —� \ 2x10-16 oc RAFTERS 2x10-16 oc RAFTERS / TAMKO HERITAGE SERIES 30 YR ARCH. . _ 12 \ 12 1 I TAMKO HERITAGE SERIES 30 YR ARCH. / _ — 72 �— ATTIC // 0to � � a 3s 20-16" Dc KNEE WALL / // II I31" T&G SUBFLOOR — GLUED & NAILED NSZIIF' �� R-ts INSULATION VERIFY ALL DIMENSIONS';' 3;" T&G SUBFLOOR — GLUED & NAILED I I I AND CONDITIONS PRIOR _ DBL 2x4 PLATE —-------,_.,. 2x4 PLATE TO CON9TR41CT140 UH L 2x6-16* oc R-30 INSULATION 1}•z le LVL 15" VENTED SOFFIT 15" VENTED SOFFIT I I 6• VENTED SOFFIT INSULATION CEILING JOISTS 8$B-2QD3 "!!— — — — INxuFar No: 2x10-18 oc I I 15" VENTED SOFFIT 'DRAWN ft , CEILING JOISTS (1> 1j"x 94" LVL DBL 2x6 PLATE I 2x8 HOUSE LEDGER - oN EACH SIDE OBL 2x4 PLATE THRU BOLTED 2x8-16" oc WALL STUDS OMA ASTE MASTER }" COX WALL SHEATHING I I COVERED VESTIBULE . COVERED PORCH 2x6-16' oc WALL STUDS cNIxIEo tn. BEDROOM .I TYVEK HOUSEWRAP I I ARCHWAY FRONT }fYVEKCOX HOU EWRAP SHEATHING w1E 18" /1 RED CEDAR PERFECTION ENTRY R-19 INSULATION 18" p1 RED CEDAR PERFECTION SHINGLES w/ 5)4" EXPOSURE I SHINGLES w/ 514" EXPOSURE if• Tao svRRocR R-19 INSULATION I I " cwm a NAM P.C. SLAB W/ 6x6 WWM. 3/4" T G SUBFLOOR — GLUED & NAILED A 510, 9 — 1 o J I5T3 2 6 � 4" P.C. SLAB W/6x6WWM. i , --- 91" RIMJOIST f- -- - i__ 2x4 SHOE -i (2)131" x' 17j" LVL GIRDER I- 2x6 CCA SILL PLATE w/ R-19 INSULATION TERMITE SHIELD & SILL SEAL I I I N5 REBAR PINS R-19 I I I INSULATION N5 REBAR PINS 14" x 12" ANCHOR BOLTS I I I 2—0" oa OMPA T COMPACT �AJS70 x 91" COMPACT SOIL 1�2" x 12" ANCHOR BOLTS �: I I BASEMENT I I I I SOIL 16" oc FLOOR JOISTS I I I I I I BASEMEN T I I I I SHW TINFJ DAMP PROOFING 1 I I I I I I I I 8• PC FOUNDATION WALLCROSS 4" P.C. SUB I I 2x4 KEYWAY I 8" PC FOUNDATION WALL SECTIONS I I I 4" P.C. SLAB 2x4 KEYWAY 81 A 16" x B" PC FOOTING -- --- --- --- - - - - - A 16" x 8" PC FOOTING MINIMUM OF 48" BELOW FINAL GRADE MINIMUM MINIMUM OF 48" BELOW FINAL GRADE PLUMBING BEAR ON UNDISTURBED SOIL BEAR ON UNDISTURBED SOIL RISER . INSURE SOIL BEARING CAPACITY INSURE SOIL BEARING CAPACITY DIAGRAM CROSS SECTION A CROSS SECTION B © COPYRIGHT 2003 EAST END DESIGN ASSOCIATES, LLC. - CROSS SECTION THROUGH MASTER BEDROOM CROSS SECTION THROUGH SIDE ENTRY ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTEDUNDER FEDERAL COPYRIGHT LAW. ' AND COVERED PORCH PLANS MAY NOT BE REPRODUCED WITHOUT 1 7/. it ALLTPLA SAND TEN AUTHORIZATION. ARE THE SOLE PROPERTY OF 1 2 'o 1 4 EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 'lli I I NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. , ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. - CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 1Y4' z 16" LVL W/(i) 2x8 LEDGER ON EACH SIDE THRU BOLTED - RIDGE BEAM 1Yi x i6" LVL W/(1) 2x8 LEDGER ON EACH SIDE THRU BOLTED - RIDGE BEAM 2x8 COLLAR TIES - ifi" oc. 2x6 COLLAR TIES - 16' oc. - 2x10-16 oc RAFTERS .- 200-16 oc RAFTERS TAMKO HERITAGE SERIES 30 YR ARCH. TAMKO HERITAGE SERIES 30 YR ARCH. 12 �12 3.44 CONTINUOUS RIDGE VENT 2x6 / 2x4 STRONGBACK 3.44 2z6 / 2z4 STRONGBACN —1Yi x 119' LVL RIDGE BEAM 2xB-18 oc CEILING JOISTS ATTIC 2x8-16 oc CEILING JOISTS 12 INSULATION 1 15' VENTED SOFFIT R-30 y/ 2012 AFTER R 7 LEDGER ip INSULATION 'F y 10E— R-30 2xRAFTERS R-30 '' 0 • INSULATION BEDROOM �3 BATH 10 � INSULATION 2x10-16 oc RAFTERS 4J . vp TAMKOMKO HERITAGE TAGE SERIES 30 YR ARCH. BEDROOM #2 W.1.C. / TAMKO HERITAGE SERIES 30 YR ARCH. 12 ' I PROVIDE ATTIC VENTILATION AS REQUIRED I R-19 INSULATION AJS10 z 9}" - 16'� oc FLOOR JOISTS 3.5 R-19 INSULATION ATTIC �p i&G SUBFLOOR Yi T&G SUBFLOOR - GLUED & NAILED ATTIC 3/4" T&G SUBFLOOR �\ 2x10-16 oc CEILING JOISTS V J V-•� GLUED & NAILED ATTIC R-19 INSULATION GLUED & NAILED \ 15" VENTED SOFFIT DBL 2x4 PLATE R-3b_j R-30 2x6-16" oc (2)1 Y4" x 119' LVL GIRDER INSULATION LIVING ROOM INSULATION CEIUNG JOISTS R-30—J I IR-30- I R-30-J INSULATION 2x6 HOUSE LEDGER i i j INSULATION I INSULATION NOTE: IS TO E RAISEDHEARTDBL 2z6 PLATE L� IS TO SE RAISED OR FUISN G0� REED. I PORCH 11 -------------ARCHWAY I I i 2x COX oc WALL STUDS II DINING ROOM KITCHEN , BATH U I IT 3' COX WALL SHEATHING Poo 10� R-19 INSULATION I ROOM 18" p1 RED CEDAR PERFECTION AJS10 x 93" - 16' oc FLOOR JOISTS I II TYVEK HOUSEWRAP � 11 AJS10 x 9j" - 16' oc FLOOR JOISTS 1 AJS10 xl9 16" oc FLOOR JOISTS SHINGLES W/ 5Yz' EXPOSURE 1 ) - FIREPLACE I � I �' - 2 13/4" x 9r�' VL 3/4" T&G SUBFLOOR - GLUED & NAILED 11 1 I R-19 INSULATION FLUSH BEAM r---H- 4" P.C. SLAB W/6x6WWM. �4" T&G SUBFLOOR - GLUED & NAILED I I 26 SHOE 9 ' RIMJOIST (2)04" x 119" LVL GIRDER (3)1.Y,- x 119' LVL GIRDER 2Z CCA SILL PLATE w/ k5 NS (3)1%' x 119' LVL GIRDER (2)1),7 x 119" LVL GIRDER TERMITE SHIELD & SILL SEAL ' CHIMNE R-19 2'-0' oc. R-19 INSULATION INSULATION INSULATION COMPACT SOIL R-19 " s>t EL CttUwN '�, a,• sTEEI. COLUMN N[ z 12' ANCHOR BOLTS . 3h, Sim COLUMN INSULATION r-o' x r-o• x 1'-0• I BASEMENT oN •a' ON CONQ Flv (�.) r-o• . r-o• . r-o' BASEMENT I z•-o• . z'-Ir . r-o' BASEMENT came. FTG (Tm.) . •/ (4) p N!!AN EW. lr THICK CHIMNEY FOOTING v/ (4) 05 RESAA EW. n caws FTo (1m.) DAMP PROOFING . (MIN. S• WOER IN ALL aRECTONS •/ (4) ►S RESAR EW.� THAN ACTUAL CHIMNEY BASE) 8' PC FOUNDATION WALL _ 8" PC FOUNDATION WALL 4" P.C. SLAB 2x4 KEYWAY 4' P.C. SLAB 4" P.C. SLAB 4" P.C. SLAB 2x4 KEYWAY 16" x 8" FOOTING MIN 16" x 8" PC FOOTING BEAR ON UNDISTURBED SOIL ^ MINIMUM OFF BELOW FINAL GRADE MINIMUM OF 48' BELOW FINAL GRADE INSURE SOIL BEARING CAPACITY BEAR ON UNDISTURBED SOILINSURE SOIL BEARING CAPACITY g CROSS S E C TI,O N C CONTINUOUS RIDGE VENT t 1Y4" ' CROSS SECTION D x 119LVL RIDGE BEAM . ' , . CROSS SECTION THROUGH LIVING ROOM AMD � COVERED PORCH, BEDROOM #3 AND BATH —2x6 COLLAR TIES - 16" oc. CROSS SECTION THROUGH DINING ROOM, KITCHEN, a C 2x10-16 oc RAFTERS E.. ' a 12 UTILITY ROOM, BEDROOM y2 AND W/I CLOSET TAMKO HERITAGE SERIES 30 YR ARCH. 7.75 ATnc NI VERRIIF�Y ALL DIMENSIONS T&G SUBFLOOR AND CONDITIONS 'PRIOR F—GLUED & NAILED TO CONSTRUCTION PROJECT " . 2x10-18 ac CEILING JOISTS NO:836-2003 R-30� oRAwN ft - INSULATION CMA ' DBL 2x6 PLATE '�Nm ft ' 2x6-16" oc WALL STUDS UTILITYM&M --ARCHWAY C WALL SHEATHING w� 08-06-03 ' ENTRY -'TYVEK H _ ROOM TYVEK HOUSEWRAP ' 18" #1 RED CEDAR PERFECTION AJS10 x 93" j-' 16" oc FLOOR JOISTS SHINGLES w/ 5$" EXPOSURE _ 74" T&G SUBFLOOR R-19 INSULATION GLUED & NAILED 4' P.C. SLAB W/6x6WWM. (2)94 x 119" L R-19 LVL GIRDER INSULATION SCALE ' ' COMPACT SOIL 1./4": =, 1i-O4, - . O)F' STEEL COLUMN 9S .T mm ' ON 2'-0• . r-o' x f-o• GONG FTC (TrRJ w/ (4) 115 RESAR E.W. CRms • � 8' PC FOUNDATION WALL F 4' P.C. SLAB 2x4 KEYWAY - - SECTIONS 16" x 8" PC FOOTING MINIMUM OF 48" BELOW FINAL GRADE „ BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY CROSS SECTION E © COPYRIGHT 2003 EAST END DESIGN ASSOCIATES, LLC. SET ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED - CROSS SECTION THROUGH UTILITY ROOM UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT q WRITTEN AUTHORIZATION. 13 �` �J. - ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 4 EAST END DESIGN ASSOCIATES, LLC. - -- THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. * INDICATES THAT THIS UNIT IS PROVIDING EGRESS + VIA- FOR THE HABITABLE SPACE IT IS LOCATED IN. MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" NOTES: *+�� ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION MIN. PLATE SPLICE ON WALLS PARALLEL (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. TO RIDGE IS 5-0" ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION MIN. OF DBL JACK AND DBL KING STUD ON (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL EXT. WINDOWS AND DOORS. NOTE: VERIFY LOCATION OF STRONG-TIE ROD SYSTEM J��EE/T"IL (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) NOTE DETAILS ARE TWIOAL FOR ALL LOCATION WITH , FOR APPLICATION NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO �Tl HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED w AMOUNT CALCULATED FOR EACH CASE. NOTE: V ATTIC PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS z Y I arul REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, •A^ AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) Q EE DETAIL' WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO �AI� FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY rT MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. SEE OETML B^ P 1 n If E DETAIL BATH NOTE: DETAILS ME TWICAL FOR W •B• DETAIL ALL LOCATION WITH SIMILAR DETAIL E DETAIL APPLICATIONc.C, 0 I O -- --- - --� r -- -- - - - - NOTE: I I ALL EXTERIOR HEADERS I I I ARE TO BE FLUSH ON DETAIL I I I EXTERIOR SIDE SEE DETAIL I I BASEMENT I D• I II II I I I I EE DETAIL E DETAIL A ' II II II II NOTE: ALL WINDOWS ARE TO HAVE DOUBLE SILLS W.I.C. 5� DETAIL �. Y3 CROSS SECTION A CROSS SECTION THROUGH MASTER BEDROOM ATTIC 0CJ 8 NOTE: V NOW: DETAILS ARE TrPICAL FOR I I H NOTE DETAILS ARE TWNCAL FDI! ALL LOCATION WITH SIMILAR VERIFY THE NUMBER OF Vy� Au LOCATIONLWTH 9MIL.M APPuc.LnaN JACK STUDS AND KING APPucArlw ��\EE"o�E_"rAIL/� STUDS ON EACH SIDE OF / ALL OPENINGSPER DINING ROOM AMERICAN FOREST & KIT HEN I I BATH I UTILITY PAPER ASSOCIATION DETAIL WOOD FRAME I I ROOM ^B, DETAIL CONSTRUCTION MANUAL. I I I I I DETAIL NOTE: ^c• VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR II ATTIC I IF TO CONSTRUCTION DETAIL �• EE DETAIL PWOIFAf NO: A 836-2003 owurN ar: CMA CNECILEp MY: BASEMENT BASEMENT DATE: 08-06-03 DETAIL UTILITY SIDE ROOM ENTRY DETML s of uL onuL •c• eYr BcuE� (CROSS SECTION D 1/4" = V-0° NOM OOC ALL ME W9 SMIIUR CROSS SECTION THROUGH DINING ROOM, KITCHEN,OR SHEET nnE: APPLICATION TYPICAL UTILITY ROOM, BEDROOM #2 AND W/I CLOSET COMPACT SOIL FRAMING PLAN DETAILS LOCATION SHEET © COPYRIGHT 2003 EAST END DESIGN ASSOCIATES, LLC. NO: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED " UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT CROSS SECTION E ALLPLANS AND RII ALDESIGNS ARE THE SOLE PROPERTY OF 14 of 14 CROSS SECTION THROUGH UTILITY ROOM EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. " Ihl I I