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HomeMy WebLinkAbout51572-Z of Souryo`o Town of Southold * P.O. Box 1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46748 Date: 12/31/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 1130 Clearview Ave Southold,NY 11971 Sec/Block/Lot: 70.-9-57 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/15/2024 Pursuant to which Building Permit No. 51572 and dated: 01/21/2025 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: Interior alterations, including window replacements, to existing single-family dwelling as applied for. The certificate is issued to: Fedora Rucconich, Carmen Watts Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 112638 09/04/2025 PLUMBERS CERTIFICATION: Beniano Maven 12/03/2025 l ut riz S nature ofso[/ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ���r�aurrtr aE'` SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51572 Date: 01/21/2025 Permission is hereby granted to: Fedora Rucconich 10 Cedar Ln Sands Point, NY 11050 To: Construct interior alterations to an existing single-family dwelling as applied for to include window replacements. Premises Located at: 1130 Clearview Ave, Southold, NY 11971 SCTM#70.-9-57 Pursuant to application dated 11/15/2024 and approved by the Building Inspector. To expire on 01/21/2027. Contractors: Required Inspections: Fees• Single Family Dwelling- Alteration $741.00 CO-RESIDENTIAL $100.00 Total $841.00 Building Inspector NASSAU ELECTRICALfl t x SUFFOLK INSPECTORS' DEC - g 2025 „ 159 Route 25A, Building 1 Suite B � ,s er:aeratthold Miller Place,NY 11764 Telephone:631 495 8136 • Fax:631 509 4538 • E-Mail: Requests@SuffolkBEI.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Pinnacle Power Certificate No.: 112638 Rough In Inspection Date: Final Inspection Date: Sep 04, 2025 Application No.: Building Permit No.: 51572 County Tax Map No.: 1000 070.00 )iQ 057.000 This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed on behalf of the applicant named above, located at the premise of and not after the final inspection date above: Owner: Fedora Rucconich Site Location: Fedora, 1130 Clearview Ave, Southold, NY 11971 Owner's Address (if different): 0 Residential 19 Indoor ❑Basement ❑Service ❑Shed ❑Commercial ❑Outdoor 19 First Floor ❑Pool ❑Hottub ❑New 12 Renovation ❑Second Floor ❑Attic/3rd Floor ❑Garage ❑Addition ❑Survey ❑PV Solar ❑Generator ❑Conversion ❑Signs ❑Battery Storage ❑Safety Inspection Other: INVENTORY ---- -35---------..---- --------- ----_-............ Single Phase i Heat Duplex Recpt ! Ceiling Fixture 7 ! Dual Func Breaker Three Phase ? Hot Water GFCI Recpt 9 Wall Fixture 4 Smoke 4 _; Main Panel ! ; AC Cond Single Recpt ! ; Recessed Fixture as CO Detect -— ....................... Sub Panel AC Blower t Range Recpt i 1 LED Lighting ! Smoke CO Combo 1 .. .................... ........... . . _.. Transformer Appliance Ckt 7 Dryer Recpt Emergency ' Time Clock Disconnect;1 Switches ;25 Twist Lock Exit Fixtures Pumps GFCI Breaker i Heat Pump Electric Heat ! Pool Luminaire Exhaust Fan Other Equipment:1 outdoor AC compressors 1-heat detector The electrical work and/or equipment described above were inspected and was found to be in compliance with local, state and national electrical code requirements and this office. Applicant: Pinnacle Power License No.: ME 71695 Date Printed: Dec 05,2025 Inspected By: Joe Coppola Signature: �'Y 7 7; Town Hall Annex Telephone(631)765-1802 54375 Main Road it P. O. Box 1 E C E V Southold, NYY 1 �1971-0959 { , . �+ --� r= ; BUILDING DEPARTMENT TOWN OF SOUTHOLD Bu ld ng D-vacs ent `ro—,,vn of'Sos,Ahold CERTIFICATION Date: l 2 " b 3--70 2S Building Permit No. S IS- 7 Z Owner: fe-d©rck kocc Dlr)lc� (Please print) Plumber: e n q P,h dl u (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this r day of N)�2 20: OAD CARL B MONCRIEFFE NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY Notary Public, S> County LIC.#01M06325218 ~� COMM. EXP.MAY 26,20�*r 1 OF SOUTh°6 TOWN OF SOUTHOLD BUILDING DEPT. lou 631-765-1802 oe/sr .1 N S PECTION [ ] FOUNDATION 1ST/REBAR [ ] RO H PLBG. oe [ ] F DATION 2ND [ INSULATION/CAULKING [ FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [. ] ELECTRICAL (ROUGH) _ [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O - [ ] RENTAL REMARKS: („)n �v AM" )vl ORA n�E 10 DATE T INSPECTOR �O�aOE S011Tyo�o # # . TOWN O SOUTHOLD BUILDING DEP� °ycoua 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ .] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE C/O [ ]. RENTAL REMARKS: 14, tA DATE INSPECTOR �o,*pF SOUIyOIo * * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 -v INSPECTION [ ] FOUNDATION 1ST [ R H PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: DATE INSPECTOR a 50U1yO6 C 1612rut ie uj # # TOWN OOUTHOLD BUILDING DEPT. "you 1 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] -FIREPLACE & CHIMNEY. [ ]: FIRE SAFETY INSPECTION [. ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [yQ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: lac6x e wio Go c I os e r 4 o bed okCS 41e s IavL +o ble Fci Aro+e-c,4.el DATE INSPECTOR oe souryo6 TOWN OF.SOUTHOLD .BUILDING DEPT. CO 631-765-1802 � TVINSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] UGH PLBG. [- ] FOUNDATION 2ND . [ - INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT:CONSTRUCTION [ ]` FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ : ] RENTAL REMARKS: C� PfAn&_ . V� Cis f( 1A rN, s DATE INSPECTOR ?IELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) --------- -- ------------ ---- -- v\ ------------------------------------- - FOUNDATION (2ND) c ROUGH FRAMING & — _ _-- PLUMBING -- -- �� r INSULATION PER N. Y. _ Cn STATE ENERGY CODE --- — — 1000, •I�(�l WlV _- N+6 -- r FINAL — — - -- ADDITIONAL COMMENTS ��' -! ' .Z.S' G✓ mil' rr - rz x aaaa TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: ; '` NOV 1 5 2024 'f ' Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S) OF PROPERTY: Name: 0/—c, � GC O/[\G� SCTM #1000- Project Address: h So. Q. W—u i ew V SGu-1'.(b W f I ) 9l 7 I Phone#: �I (pl !�� _ � -a-� Email: -�e�r.- I�uCCG � G�hOo.COvti Mailing Address: l G -C I� �U Gt.✓ vk -Cs6*o(� VY 1 )97.1 CONTACT PERSON: Name: Mailing Address: Phone#:- b �I S 7. Email: �l DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: 06 p Email: , CONTRA OR INFORMATION:: Name: F�-✓�l- G(.ci r,i Z: Mailing Address: Fs- i r /�� 1. �u f ' 76k II Phone# orZ) S o�(p mail: Cd DESCRIPTION O PROPOSED CONSTRUCTION ❑New Structure ❑Addition [Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes Q'No Will excess fill be removed from premises? ❑Yes irNo 1 PROPERTY INFORMATION'. Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. p Check Box'After:Reading..The'owner/contractor/design professional s tresponsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS.MEREBY MADE to the Building Department for the issuance of,a Building Permit pursuant id the Building Zone Ordinance of the-Town of Souihold,,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of'buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all.applicable-laws,ordinances,building code, housing code and regulations and to admit'authorized inspectors on premises,and in,building(s)for,necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210,45`of the'New York State Penal Law Application Submitted By(print name): �'✓��� 61 G rrl ZZD 'LJ'Authorized Agent ❑Owner Signature of Applicant: Date: y— STATE OF NEW YORK) SS: COUNTY OF SlA-Pfia I K ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �� �OV.CW�DCf zoo , 05 day of aryPublic TRAC,EY I_. JWYER PROPERTY OWNER AUTHORIZATION �=0''n4Y PUBLIC,01 STATE OF r0EwYo:�t IB C..Oi DWC3 33900 (Where the applicant is not the owner) CU,ALII-IED[N SUFFCI-K COUNTY 0011V41t'RISSION EXPIRES.ivl�G 30,2za& I, r_e_D0J?_A- VCJ e.c.00J residing at 1 ICJ �f�(Lv (4{/6:- I/tOL.i do hereby authorize 1wcL 1447 U to apply on Miner's the Town of Southold Buil g Department for approval as described herei . °( � Signature Date go ��c _cq�L)cc Print Owner's Name 2 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ENO IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): VD Wc4rJ Cjc j ctf-rj ZZO 8Authorized Agent ❑Owner Signature of Applicant: Date: /SS—/9� STATE OF NEW YORK) SS: COUNTY OF ES3W a 1'0 C1 a Yr �- --2-0 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,(Agent, orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this I CX7'. 'Z) UrLaA J day of !V�Vf r , 20� ary Public TRACEY L. WYi=R PROPERTY OWNER AUTHORIZATION NO''4RYE'ulO.01 W630oFnEwvoR,c iVO.01 DUVC3i;o9t)U (Where the applicant is not the owner) QUALIFIED IN SUFFOLKCOUNTV COMWS'SKMI EXPIRES JUKE 30;2-ft.2(10 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 r SUFF®(-C=-,', BUILDING DEPARTMENT- Electrical Inspector ��o OG� TOWN OF SOUTHOLD SA Town Hall Annex - 54375 Main Road - PO Box 1179 y Southold, New York 11971-0959 o�rr�' Telephone (631) 765-1802 - FAX (631) 765-9502 .. ' ` �r� iamesh(a)southoldtownny.aov - seand(oD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2 1 2 Company Name: vC)\_-T - C LECT - \C- Electrician's Name: 30 S(= C�\ A Q Z License No.: (�`15\Co Elec. email: CDD l E@ r D6- ��vUovr9 i I�rN S. Cow-) Elec. Phone No: 54(0� q?,LJ-3S i3 IJ I request an email copy of Certificate of Compliance Elec. Address.: 13 5c�,,mc-C�Co, coi2 JOB SITE INFORMATION (All Information Required) Name: EAU ���vovT�ory s Address: Cross Street: e��et�S Phone No.: Co Bldg.Permit#: 5\5-12 emai EpD�� I�G vcV/�ir Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ��uJOv ATIc�Jv OF L)v I Ai G- ?-� 12 31✓0�d�✓�-iS, 1�v1cti \T�SC_vV Square Footage: 120 0 Circle All That Apply: Is job ready for inspection?: YES ❑ N Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES O Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Undarground Laterals 1 2 H Frame Pole Work done on Service? Y F1N Ac�dititane�Iri�orri�a orL, PAYMENT DUE WITH APPLICATION y2e C�, ►C�)2)1 J �4% SUFFOtk`� BUILDING DEPARTMENT- Electrical Inspector c�Gy l TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 ; Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ja mesh(aDsoutholdtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1 OA 2 Company Name: Electrician's Name: Ch A QEZ License No.: Elec. email: EDDIE@ E(DG Elec. Phone No: 54(0-V Lt-3; S� E3I request an email copy of Certificate of Compliance Elec. Address.: 13 5oo-xC,Co, r-v e c A&-%n c� , JOB SITE INFORMATION (All Information Required) Name: EpCG 1lqE1\J0Qif\()Ns Address: Cross Street: e�ret�S Phone No.: 2 (o Bldg.Permit#: 5-1 IL emai -, ,� ' MV��ii Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): . �ev,3o`'R\Ic>dJ OF L)v i N c,- gAA , 2 53�0�oc�✓�-15, �� � S uare Footage: 12 0 0 Circle All That Apply: Is job ready for inspection?: YES ❑ N Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES O Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Ac dittoney lrifordia or1., rpg n i; PAYMENT DUE WITH APPLICATION Lie &- C�, I �� I PERMIT# Address: Switches j4�, IkkA- t Outlets ` - GFI's 11 Surface-' Sconces4 - H H's W�ZL -t'p� ' UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaustil Oven l Sump Heater Trnsfmr Smokes DW ! Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments V D '1 oL%A . 0sxk14-jr wit iAi 44 Colter L �e in 6 h kM Cb -a rar 4,m" be Dwyer, Tracey From: suterandsuter@gmail.com Sent: Friday,January 17, 2025 7:58 AM To: Dwyer,Tracey Cc: 'Edward Giarrizzo' Subject: RE: edg renovation at 1130 clearview ave Tracey. Thanks for allowing me to clarify the window specification. The front bedroom, Bedroom#2 on the floor plan,will have three DH 2856 window which has a clear opening of greater than 5.7 sq.ft. Thank you and I hope that clarifies any outstanding questions . Rick Suter 516 971 1063 suterandsuter@gmail.com From: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us> Sent:Wednesday,January 15, 2025 12:59 PM To: suterandsuter@gmail.com Subject:edg renovation at 1130 clearview ave Requesting bedroom window size for egress compliance. i i _......... C:TD All IF 1/4 4-1 I -FT F . �.. .90 U 0 L • . , - - j w � � � � ���:��/Lk�yC-_'11���-��F Wit:- '- . it Tpi J ................ . .. _ . .. - �ih�iN� v5 A !t •� s� �, 'L1 Wt'k' �v T t�t'cClo `� . + fCA 4-A-9-NN MQNOxIV6 DF7TDPr MA7 copy 5 - - - - -rl_ _._ • V, w +�,v ko It fit I NAh _ ..... . ,, ___.__.._._.___...._..__ .. ..w. . .. .. . ......__...._ _..__... . . ». :: 'S. t - r. c r►t- c�.v tic sa ry _ _.._ ... ��� I�iVJV ..Y��1r • i f 16 I i I f • Zit � ` O r.^.�`_•'• � __ .... ' � ._�—._.._...:._._... .�........«_._.».►..._._._«.._......_�..._..,.._.._........ .......... x ` ...__�...-............r...+.. ...__...._ ... .y. .,.. � ... .. 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Table 3 Preser -ALL-§TATE TOWN BUILDING CODES INCLUDING 200'7.ON TO CONFORMTO 700 dSpeed - . 006 7 OP OF FW616. dion Figures -BUILDING DIMENSIONS TO CODE GEV9NT Attribute So Z) ALL CONCRETE TO BE MRC3,0131)P.S.I.,2 DAY STRENGTH OTED OTHERWISIL. 1IR#2UNLEGSN ALL FRAMING LUMBER TO BE DOUG.F ­,S) SR[ 91 105 1.2 U. 77 DOING MAX.(r-WQN CENTERi �_4 rc Imeat,Roof HeIghtIM11H) WX :-DOUBLE FLOOR 401STS UNDER OARALLd PARTM NIS INSkI *MMtAI1G1EAMt"N---­ 169 205 243. 294 37 lNumbero 141 192 DOUBLE�JACK MDS UNDER HEADER OF ALL SPAN im: .221 226 274 .32S 379 906UNLESS s OVF-R4?.00.,MIN.HDR SIZE(2) Buildfn Width aw 3131b - NOTED. GYNOD.:t ING NAILS I- SYSTEMS, ALL To'13' eACVANmF�oNF-ARsALTWATERtRP SQRF-'.RELATIONS HIPS OVERRID901MF-NSIGIN�3,13IMENSIONS OVERRIDE SCALING.".". Lumber 10 3A Ist sp 26, 243 452 547 649 755 281 MBERT0I3ECO"NU0jSLENGTA 10)-ALL BUILD UP GIRDERS TO BIE GLUED &NAILED.-ALL LU 24"o.c. 3.1.3.2b 231 273 339 409 M 616 734 ot ___90 % .77 rUngloadbearinrw list d 2.1a 65 in 139 369 1" 231 261F .321, ALL BUILT.UP FLITCH BEAMS To HAVF ...... _WDIA,BOLTS 16"ON CENTER ON SOTTOM&24"ON CEI Ce nflavers Suppo 202 in no� isis 224 265 M 354 .428 ONTOPALL d 3.L3,2d 2.1d 3*X3WW8I L BEARING PLATE AT EAC H END TO BE 20 FROM F-DGE.M11N, A MLrTYAREAQF FURNACE AND ATT&CHED GARAGES TO BEFINISHED WITH 51W RREPROOF e.VVB. floor Vertical noor Offset d, 34.3,20 2.31 32 174 204. 235 301 M 443 v Floor Diaphragm Openings Los5erof12'or50%ofBulIdIng &2,3,2g 2.1k 0 617 70 t To CODF E6 OG WOH FRESH AIR WNT LASS DOORS PEk 2003 ENERGY AN 11118M :Floor WaRhragm Aspect Ratio Tables 3.16s vng.16C 3,1.3.2f.1,...,.. ,....., ..-. .. . �! , .,. .. .. .. . , -HEARTH TO BE INSTALLED PER COE 1" 290 264 CONSERVATION CODES AND FIRE PROOF 338 418 .561 51t.. 70 1964 694 'FIR 31 60 0 W M 192 135 �10`2 20!1 253 )'FIREPLACE TO k SUPPLI )F--(FRAMEFLOOR EPLACE FOOTING TO 8 LLSYSTEr45 OISTS PEP.CODE AT HEAMI-I WITH REQUIRED SIETBAC4 E 127 THICK: %-;-." 68 W 92 M 176 208 - 242 271 337 MESH 2'FROM BOTTOM TO BE INTH:.':AND EXTEND W BEYOND FIRE:PL&CEFOURi WELDEDWIRS Walistuds LoadhearinqWal Height r - Non-Loadbearing Wall Height FOOTING.� P' walistudsEarl"s 24"ox, 3.2,3.3b t LUMBER. -14) Im �t O� - -8 4X4 00V?,,PO& 4 AS Alfk CONCRETE BLOCK r* 41 6 495 W1011 Shear walls Z11,3.1b 32 M 236' 292 a5z 04 .0 10 179 207 398 4 --DENOTES�WDVL LALLY COLUMN ON 247247112 IC 627 753. BELOWGRADE. ALL DECK FRAMING TO BE.4 C.CA PRESSURETREATM OTH KFOUREDCONCRETE. Shear Wall Une Offsets 63 545 ShearWa Cd&Ol 11 story a ffse offset 48 55 63 al - On 129 141 164 11R 227 i KIM 13333t 13AM SID "WIA - - - I No unless per rxcep 3.i.s.3d .FOOTING. LALLY COLUMIN TO BE FILLED WrrH POURED CONORM. TVVEK-1NSTffi1 BEFORE WINDOWS j5hear Wall 5egment Aspect Ratio Table 3.170 74 BS. 3.1.3.3e EMS "ran, ;FOCTINO. AT 1jr ON rEWERVIS W BATT INSULATiON0. A ­'13SNOTES13" 16712A71rROURED,CONCRETE log W I I" M M 250 302 416!CONCROE PIERS ON t9OSBORCDX -Alo' mber aftersp "Marizont 26, 3.1.3.4a Iko Proj�vtl;W NCRM 2x4A 4i T.16v CiN CENTER W13 W BATT INSULATION: 24" 3.1.14b 32 227 31) 376 05 M SPACE SM TO 89�V'POUREM CONCREM. W.GYP.OD. Rafters Rafterseacing 436 501 EL MES R v - as 14 ice 148 369 215� 265 sINFORCING b?4 ITH 67=11318 STE 242 2919 1 852 423 GARAGE SLA6 TO BE f POURED COMCRETE VJ Le sse r of Vor rafter spzt!ILR 3.13Ac 491 A- PER TO. -55, 67. 76, 94 212 13z W COMPACTEUSAND&GRAVEL PITCH SLA1310 DOOR MIN We overhang tengh, LosseirofVorpur0risRa212 3,13.4c 175 25 a snug Flat-1212 9.13.4d r, Zzo 82 102" W i49 176 204 23 -AND FIRE PROOF FLOORTO CODE. is ' 12 20) FURNACE AREA TO HAVE FRrzSH AIRVENT KI -LOA0.DEARING WALLS 12 '21) INSTALL FIRE STOP 13LOC NG'INALL ENTERWITH -22) 11 HOUR RATING USE SW Roof go of Diaphragm Asp act Rzitlo� Tables 3.1 7aZ P PREFAB.FLUE SHAFrO CODE- MAX WO ON C Oak FIRESTO t 64 2W "9 .1 204; 32 LAD 147 331 407 496 itow _7WE W GYPSUM BOARD- OR 'JAMS. DOORTO 3) :SEPARATE HOUSE AND -M 336 39S 4SS 525'-2 ATrACHED GARAGETO C01*4 MI,N.RAT,ED WALLit 000 NI -=�LCUK For roof snow foads,tabulated spans are limited tD 20 ft, Ufa W*2.�A 32, -S 9FLOOROWRAN Tab ted connedion m4tdrements stwit be permitted to be moltipUed by 0.70 for framing not located vvitbln 8 f0t orbolIfflng comffs, BE SELF CLOSIN13.1." I t IT jljl AIR ted corintclion"h-rntnU are based on a 12 Indi edge 0��spadni,fordifferent ff$"Wnneellonpeft mumply... INGLUdED INi THF.PRO=IT MUST BE ENCLOSED VM A 4�HIGH FENCE& CE . 2 Th�IuWfid C"MIXItOn re4ulr0r�enll elo based orn t0W tipnft Mtn "the (D.8xiopsf.6 psil. '3 t5ACHES'AMpIENTEQUILI8RiU ALLED.AFTER MOISTU:241117 A SV%TIMMING POOL IS SELF-LATCHING GATES,TO NY$CODE- RtcoT"J. ais 1 9.2 1 24 .26).NOTE:ALL LUMBER TO BE INST 40S,-(CATH 7 _170L�HOT,C CONDITIONS M.GIRDERS,FL JOIST, TRIMI'ETC.- ­11113 -INSTALL GALV.RAFTER TIE DOMS 711110 TOPPLATESINI ALL EDRAL)&&L' 2.00 1 L99 J-6M I ZOO I 4W lip 21)-13UILDING FELT.(OR TfVEK OR EQ.)TIO RAFrERS A 4 Forjac%rafter upTift cormaett-4 we a mot open equal to tWketMj;ck F*ft4u Ten$ih.The pd�rafter lardth Indudas ft imbang t T SEASHORE.(SEE HIGH WND NOTES) OVMSPEATHING.. foligtb and the ju*spin.. COMPLEMYC ECS.!FORSTM SED,FOLLOWALLMANURio*UAL ARE U -M A 28),IF WOOD SEAMS,MICROLAMS OR EO Ud =RAG LA Efi V,-4 L 29) THE ARC -OR METHOD HITECT IS NOT RESPONSIBLE EANS U SO 'DRIWNG,i BLOCKING.&LOADING. STAUATION. FOR coNsTRuanON M -00 ORTHE' 15, LC CATM PER TA13LE 9 3�A' '?X6 T81VA-MD MLL 4� Table I ApqI[MbIlItY LIM1118fignD 42D RAL CHANGES IN THE�PLANS MUSTBE APPROVED BYT14E ARCHfib�' 20) ANY STRUCTU SILL,SEALUND9RTtRMrM-SH1EW !r=0zj2F-M 13P Tfilwc3bluna Post %r ARCHITECT IS NOTRESPONSILLE FOR7HE ENTIRE PROJECT. ROCK 4HE ARCHITECT'ASSUMES NO STTE CO . ENOTINCLUDEDINTHEIPLANS�.-ANY ....... i NDITIONSTHATAR LOCAL, ...... 'Attribute ITEINSPECTEDBYA FORMATION%SEDR00C,UNDERGROUND STREAMS,ETC-MUST-BE S iiHE". 'ENGINEER ANY MUCTURAL-CHAINGEs THAT OcCURTHAT CHANGE.THePL.ANSARE NOTT'RESPONSIBILITY OF THE ARCHITEr .2 Dk: C RIGHTED.ARCHMECTURAL WC)RKS C0PYWdWPROTEC?701V.ACrPtR UNUED 18TATES'CO:32) OPY E.PLANS,IN low 3 0"H -SLAB AT CRAWLPACE ARCHITECTURAL WORK cREATEDAFrER DECEMBER IMCLUDINO-THIS SET 0 ALL NTAND COMPOSITION OF.SPECS AND :r P.C, 24 TERMS oF OVERALL FQRM AS WELL AS THE ARRANGEME 4W W.P.11,.FOUNDATIO�WPLL' IGN,FORA ENTS 114-ME DES PERIOD OF 76 YVARS., ECEMr _-WIMAMPRO01FING.ONWERIO. 49 3" 6LIMATIC AND 0- EOGRAP Load Assumplion r CLEAN SMD VACKF IT, ROM INT ER W ZRII rn Gi d GAOUND' t.1T EMBEOMM HAZARDST 'elframia Cdnst u mlmmvm , ." I : SUBJECT TO DWAGIE F F_R ICE BARFtj IPA: * 0.8 qsf of fl oor a rea 0 r ction Manual 7d Teti wind wind-ljot;o Frontline INDEV TWPI Sf -Speed Me Rr;QlJIREV Wall As:vnbly.Dead Load ...... CAT LOAD 17011100 f6ifOne-bnd Two Family Dwellinos 641 11113 SNOW . EGORY�� weath ne do, frijli FOOTING' Wm� -::ON VIAGIN SOILA MIN 3V'D&6W GRAW 10-20 Psf (Frip floor Dio4ond z 0-2s PST vsmwal ImInd%"toot IMPOrdw on Is te z bb" M M4023 MIMS"",'ES wnTABLE Rfti&FiG.Rm-i(1) ompi; FlovVieti Installad 20 5 to.26 psf or Bolt on He quilrements y1colling Joist Heat Joint connectl calling TA13LE R301.2. Aneb -INSTALL COMUOUS r-OOTI EED CONVERSIO cc r INAL the Load N ANTUTO G DF (1)�ad Load Assmption Roof AstemblY 0L S 10 p3f) 14D 150 160 1 , '170 180. -1 19 200 'STORM DRAIN..: ' rrv_undSr;vWL*4d_ 1130 V-41 WInd Lval 1 on 124.- 1 ;32 139 1 147 155 v9W 116 Real$pan fft) iResign Category(510c) 4 36 He per hoirr w 0.447 vVs. 12 24 D,Ds,and D2 36 r 32 24 !;,L Mir j1itirPD,lat161i is pc� 6 Rafter $92 1%rA 2746 767 720 1080 794 1%92 7- 7irible 3.48 77 APRESSIVEWRENGTH.1 SEVERF.-I Exposure B 06MORMCM Shear Walls Roallitirting Uplift and ShOW ......... (PibwTPtIve 960 1440 $30 JM 1589 ON 3271 19D7 931 'IM 2794 1227 Altenv*m to Table 3.4) LA13S 3.()nn mj ap---- I 6 J352 2329 1022 -P 4S N6 8D 0 3LAB.3,600 . 1152 1728' 2454T SASEME 1912' 3067 36SI . AssmWA* 1111 * ___ - I I 1.0. '24, 397 3492 1W 4601 a i� .. 6. :, :, . MM9 23�3, 1378 22Q�1130 1240 1440 2160 794 1W 575 --- 9't) JGQ 540 810 i 299, $96 994 M3 liso 1725 437 .270 - Bill Plate to Foundation Connection Shear Load for z= Top Bottom of a97 794 2192 1164 1746 i 767'. 1$34 earwall 30' 720 108o 5192 Wood StruciurAl kri el Sh 92D 1840 2760. Tft A 412 &rA WS 477 2430 .698 1197 2M Tabla 3.3 GSL 2300 Fouii dailon S111 Plate Connection Solis smic(Cont.) NallIng8chedule ,- . ...- . - , -"' ..... . . d. . "i, . tw ------- - . .4 -Numb 2619 So 2.303 1746 23SI 973 24 Uo logo jLe2a s9s 1 1192 1797 7 Box 0 M 233 477 71S 34T 17048 A60 920 1384D %2 216 432 (Dead Load Assumptions:Roof/coiling 15 psf.Floor- Ton-8 psfWall-JAO pi�, M Um R681stIng Shoa'r Lon d6from Seismic WascriptiVe SL 60 12 psf,Partit U tu I panel shear walls) -Lateral force resisting systerrr Wood str c ra shaerwall Powsof : 'Nall Joint Delti`101106 Ground$now Load-70'psf, 1840 : (Dead Wad ASSW06rw.k6of/celling 15 psr,From 516 318 636 953 AGs 931 13W 013 1227 NO$ ROD ow forC6 ess 1472 2203 . .; 12 psfrartlticn,�8 osfWal)-i 110 plf, sag s59 1117 1676 736 per ra SOC A Soc C 4 291 953 1430 v 69B 2397, 095 1840 nasjsttng systenv Wood structural panel shear walls) a4G 01 jo371 3,92 763 23A4 -711w,058 or. (saaTabto3,4A) 920 Mintraurn of) 4' .'24 432 1 M - 96 477 - _$DCA_ 25132"plywood , * t I :- : L" 309 463 170 340 511 249 ASSt .749 329 6$7 986 KnImum SDC 73 socc 5A 99a 438 j76 1315 L/W Y-W vW 20 -1 *ao Table"All 681 333 665 L/W L/W Calling)6W to Top plate pa-nelTe ailed) ble 3AA) 13d Comm d) stran eulldv%g .F4nil!' pan 4U 6il 227 454 with Sped 08exparding ,5 2 2.5 3 1 1.5 0 4, 36 36 36 36 3Z 28 i(l. '16 12, , 247 -�2 S4S $99 M 2197 526 1052 1577 efdspar and.' AS9 993.4 1497 fisl 1315 2972 e*cb .... .I 12"Ill Re Be 96 36 3t 36 36 2 617 1 926 340 9 1 1021. merillkw .1 ij Z_ a LS 2 24 8 .1 1 zs a 2 2.5 3 1 1.5 2 2.5 3 j oi_9A) Ch 1 206 supw 1-'1 and call1`1711 jolst Lops over Fd Per tin 494 741 a-Bd 12 roundation sitt Plate connectlon Sbeai Load,ple"� 24 30 _1_ GwA9 each end,: 3!)7 194 3us 582 256 5 )it-nolledji , . - . . .-. -I.. F- -- -1 - I I ' *2 � 2 , , I ... 1 1 -12 13 28 23 29 33 26 36 45 55 6S WP 54 69 83 98 6 - 360 132 26 240 2.166 FUM sourd to Rafter 11crid-nalled) ed 4 36 27, 14 12 j77 3S3 53D 259 517 776 341 M 62 -79 $IS 2227 jS4 576 212 424 636 3W 409 12 621 931 .-5-16d 6 36 '36 36 36 28 20 16 12 530 1 794 588 776 1164 perfoot 'WAILFRMING 30 -.37 -46' '72 85 $0, 29 2i 2d' ts 64 - 75 44 191W plywood 190 920 16 15 21 27 33 99 29 41 52 G"ps rtil 3 36 36 36 Or, 66 with species of 24 40 400 720 265 21, ­4 ------ 90 --- 1119 298 437 z92 3$3 $75 .2-16 32 1, 2 2 2 3.- IS so 36 96 36. 36 36 32 12 �fRO 270 146 291 . . . 5 5S2 2S6 $11 -2 16-i6m.a onji;edge$ 2__ 2 .3 as 36 36 86 315 36 120 240 3GO W .265 397 W 6d 131 46o &98 307 613 020 767 .3 40 I. '. , G20,49 V, In 9 ' ' - --,l - -42 acingend 24 .4 �A ie!4 ,11 , -19 .76 :34 pliesfisvInte Tt�P; it 6,� �':--2-1fid '24"o.r 2 49 36 S1. cr, edge sp TOP PIRW swd to stxzd vac�lled) 32 22 32 41 43 62 80 991 15S 93 121 149'- 19.2 144 28� 432 1 2 U:22 8 477 2 .2' 2 10 46 67 70 101 231 6 9 397 596 383 767 1150 Header to Header(Famnolled) 12 J. .2 .'z 22 ..24 360 540 19 291 S92 873 25/32!.0511 Or 101d COYAM011 pe �; . M 1. . i 12 22 29 37 45 53 42 57 72 97 202 63 813 109 232 M are r0jr,julredwhentheridge is oupparted Dy is roadbearingwa",header,a ot pWood with Neils V'p4nel '.a ,47, 2 36 99- 36 36 36 24­ 2D 1Z ate to' 2YO (see-rable'UA). *swd. 86 24 34 45 Top pr Bottom Plato.to stud(End-nallid) 4S� 87 .4 ;6 ;6 in r ridge be;m destened to ­152 '179 24 33 43 52 61 47 65 V 101 118 71 98 6 36 1 36 36 35 U5 me$ W[Told spadnit :, 4 When 135 -1 173--.'-204' spa cles of 0w e0lotptiftarld 20 ti ns oraloWns IFOC"011041) o a too dbea�ng will,tb�tabulated bee[JoInt Roof,Cellins, 32. 2 2 R 4y a 3 .4 48 59 69 .52 73 93 19 36 1 26 86 6 26 32. '24 4 1 . ; -...17 - -.. 26 go 36 a 36 as 1- "30'- 7. 23,- 3 36 1 36 -24 S4 -6 6 96 4-ad 4-10d 8 4 :_2 -.21. so 164 i5l 8i IntarmedlatesuppWafthO rafter is provided bvverticai sirvtsorpu I uced proportionally to the redudJon In SPAn. .2 21.,:27 5 0 78 rj reqWrem ents shall be pernal"d to be W YiDd7lgnPAWWaniforWMd(71?dS'#fMk(SDPM)forproperd0pooddebillinsofW00d' eflo ns am required for COOng 1*116 tefliAlt 101st 18 P 5*9 S' TOP platocralrdar(Tea-inaudd) 32 1� 1, 1 1 1 1 1 1 2 1 1 2 2 2 R I .z 46 59 73 82 6 i IS9,; 99 5*0AWqAAW5pedi mut(to" 2-8d Tsb ulated�eei jorn conheman requirements do ot Indud 0 the ad diewal WeI9111t Of the"114 Use MbIY- -each e"d 2 2 2 2 2 3 a- -4 35 50 65 79 68 97 4 3z 104 147 190 2�4 rijuFt#�mtpsnejs vied iorastst c6lbined shearand uPT1ItftmWtnd. a24d 2- "Ore fra mIns hisit speelft viy1ty of W or gmater,tobulood mahum mofspartfshall bi a are located at the brottom of1he atlk S BI CM tol�ltt(Tooriijrad) ulated Keel joint wrtrtedl�n requitemtth assume colting joists or raftf r tle Pace. es IOTA "Mulitpflad by 1-08,"in no too 011106YAM 1111IM"61138ft S Vab WTI the ett?c$put*, 36 98 54 59 3-16d th fed) 74 105 136 ISO' 4-16d n op attic storage is jissumed,and the tabulated heel JOIAt 12 31 42 OD 82 103 124 146 91 124 -156 - 189 221 'UdgerstrIp tqv perimst Flom 53 64 7S when wilro talsts of rafter foes 31TV locetad high 0-na?a SR 141 -'217 M 16 3S 48 61 74 97 68 93 118 243 Wd of pans W.90. he I"t24ted wthe foumnitfactors, elm(Face d udger to 0 am(To Z-13d 92 2� .2 27 102 a 58 -202'J446".190 Calling _r 3 pKI@s,mtd9pfy ti�ik tabula dm murnro l'*ht/TdP -2 -2 4 6 `7 .-:87 -39, 54* 69 98 75 104.' '133' 162 .1191 114 0 Band joist t�told(End 4� 84 4- .W mruchnj pgnaU sWI ovirlap tho top mamb of of the double top plato and b and a in a.' "d"d jobt to Slit or Top Plate jtot;r Oil ..Z4 .43 S9 :.175: Dad 11 be placed fromthe panel efte. 76- 93 110 83 .103 116 90 115 :L18 lei: soc lax svcv, ROD SMATUING -,&s Floors 148 209 270.'33- n1ja whall be 3411 apart vAth IInIMUM edge distance of W.Eatit MW th 342 27 '163 200 226 47 28 ptinelit sfi3li ov"pthe ftp membtr of the double top plate and boftrn pTxtb b1Y Vio.ROM C# T.ti-I d - .,:;I , , It t kuniiatton 1101dIrks LAY ttw 92 50 71 92 all hovs nalls at the 5 Ila :ruppoetins Ulmenslo"W i is z 2.5 a- ..I I's LS a I is 2 2S 3 pertbp Ott ... ­ 1. .. 7 " ; . . - 1/4 2, p 36 54 0 105 149 194 2121 104v or INXBW lt9 .226 . I .: ;' - I �rj ;I 1_ I L 2 2 1 1 2 ed Bolt%FeV vuctaral P#ftls woodS 1.2S L20 aWNGSHEATKNO 2 Minimum Sol;D, SDC D, SJDC 1 2 2 2 2 2-. 2 .'3 3 P X Lateml and 2/10 L/W d/or colling JoIst to Top Plate Table 3.4A Raftey an aer Wow the iaftertles mayoceed-3/4 Inch when rafte ddstlon4l allr, UOPOT111133 DlMeflIT0*W 2 1.5 2 15 3 11 1.5 2 2S 3 1 hear cannectl Gypsum S wrmn"js orritteithan 2 foo and m3y require 0 S cin RequIre FoundVonsill Place connectlort$hear LoRd .32 2- 3 4 41 Wdodon 07 tranifor avihOzed. "; . . able:3A) P led . ." , I- . :. r . . - . .. . . .. ' ' -, ": I ., oun 3 . . --e� - , - , It (PrescriptIveAltematIvetoT ad a --';,s 4 6 7 12 53 72 92 112 131 65 90 114 138 -1463 92 127 161 195 229 M41ERJUNVIMMAM 2,... 2 1 2 2 2 2 2 2 a106 129 1$2 74 102 131 160 189 104 144 18S 225 266' B �dtefi ir k1d IG 60 33 3 2 3 115, 148 182 !215 116 163:,3 S. .4 5 147 273 82 wind speed Roo,,Cejjj�& -66 93 120 700-yr. - �1!0 -I '.' i i -t- 170. -.1130 61 Peld I st l3b :141 9 j�S '17 '! ,Sa CoMi6r Stud'Ho:lddowil ­1 .'80 114 14S 1112 206 99 '1255 240 1 9' ead . I go, null 194 91 11213 166 1" 115 no .24. 73 104 134 164 �40 I Floor �Oa !241 a ��A 4 152 218 Wall 9 02 3 6- NumbsrofgdCom r C 4. 4 67 125 262 Detall'z S;tuds With Sd coolers 86 IGS 236 307 ItaquIredin Each Rafterandler Calling Jolit to Top'Plate Conneelil 111 167 2 g(In.) 208 105 1. 2 � 2 : - (see Table 3.11) as 4 'S 5 11 12r 94 195 176 194$ - 18 241s speelln HeIgm -Blocking a 3 4 4 fid' . ...I . iz 85 216 147 17 143 182 720 2SR 149 202 2SG 310 363 2 .4 .2 4 5 3 4 5 6 6 2 3 16 96 132 168 2D4 240 218 163 208 25D .298 167 230 293 3S7 420 a, .2- �2 -3 2.104 :.477'. 2 :.-2 2 117-%. 164" 2-1-1- 259 sor, 145 .!2 4 6 326';';379 �.J)Iaitormllkard Sheathing vI 0'." "I J,� -'i� '3 t-.',.3 '3' 12 106.­148 190 231 27a 132 '133- 235 287, '998' i8_� .-iig- 73iT 10 287.�*.-369.;;,�:::.452::.�,.534 3 3-2V e 8 2 2 3 orrw , �.a 7 3 3 FLOORPLEA .3 4 2 3 445 547' 5 44 10 3 )E5 IS6 264 30 37e 373 484 4 5 5 Aft*rican VVood coundL 6ow7ocdcuprinindp'ursuantlo 3 iii 38e 243 3 139 2 81 '233 .28G 324 289 IS9 224, 29 Is lg�' 5- 7 9 22 IC, 2 36 10 213 277 3L 262 10d 12 122 266 209 253 296 151 205 259 313 367 213 289 365 441. 527 1 S '10 6r d APAERCAN VADW MUM L 24 ed, I . . . . : - , . - d V069*1Wfiald 16 197 18R 240 291 342 170 233 297 350 424 240 329 418 ' 508 S97 prescriptive limits are based on Assttrriptfons In Table U. lota"ruptlioard Sheath" 2-8 2. 20*. IS2-' 211 270 S29 US 189 -262 335 - 08 .41 266 369:.-. S ­ '"" 9^1� 2 - When celling,lotsts are Installed parallel to rafters,the sum ofthe toenail in the rafter' nd 611'gio!ashall equal or eiceed d 4i2 SiT7 goof,6tting `224 301 967 20B :29 8 293 409': 4 3 - *153 Mat 406 4S9 227 319 .411 5103 S69 319. 449.-*,'57 -'Sol 09 r;slitag re q0tern ants we Lt nWkc!3 Mcli to ori-tvrder at th 0 panel a dge to- Iled In eakb s1de cii riftir dirdillng Joist vi6n fastenedto,a' oIddown---.,,, 4 el - --- j - I -..1". .. ­ " I . , .%... .. - . . . ., 24 ..L . . '"I ,, , 0 373 4S9 52� all Pan lye nalll;i schedulais Sh the tabulated number of nalls recitiffed. but don Wall she othims nelfed 6 Inches W.Center at ill 3 2 locathl To avoid splMing,Ocit more th I be Insta 1.For example,lfvnl 32 192 280 36Z A445 246 347 449 SSe 346 489 03 776o 3 an 2 66nalls sbal 4 redo md be us 04 vib ere wall sheaWrlit naft $hall be doubled,6r be -b -�2-16d Common-"�u1mmiepts for structural members as fall 4 whero 6 ome djuited rked used 44 to be "See foolnotes 1-5. 35 1 2(�5, 376 487 58fi! 530 GES 79e top plate or 3 toenails in ancli slie when fastened to a US top plate. nulls at 3.0"0.0. 1,373 t�mvIntalnthtoWd Path- top piate-to-ridget heligh d IV,they shall be a urim Copyright 0 American Wood Council.Dvvintoaddfp�inled pintuani to Licente Agreement.No reproduction or tmnafer autho FPTUUU Oki. par.(qot, .when vMt sliteathIng IS contl t AMERICAN WOOD COUNCIL eight Wall H orn s ILI L AMERICAN WOOD CWMI or 'fll connectoil to, IdZ6 Top plate to P liquMment Factor L CODE Lao e ght M ..M 120gl ODTRAM GWWO Fz-'CONS D W )k DITI USING 15, 1,15 1.7, 1.40 20' r3o "J ,BOLT.PERJABLE 3.2A & *3.213.4..f�-Z D E N NVITH V NTER SPACING-INTO FOUNDATIO b.P. PLATE OVER SILL PWE. WY RESIDENTIAL CO SCRIPTIVE DES�GN! METHOD. ErER 4 JOIN PLATE TO FIRST FLOOR WALL `-�'LISE 1 4 X 20'GAdE-STRAPS.a EACH A -1 �TRU' HAPTER 600.HOUSE RATIO LESS ST -TO 2"" STUD$ AND TOF. HANA 9RAL SHEATHING TO'BETULL HOT,SECURE TO-T N 8TUDS,-.j nom WAL1,;STUDS. FLOOR WJU STUM WALL S.CA QTEQi To ROOF RAFTERS AND'OVERRIDGEAT. EACH RAFTER OR 2X4 COLLARTIEIN, OPPIATE., III Psm %i O'Z-O,' ;N EW ROUPITiCH' L15f;' 0 le' PAAX 42"WOLASS OK IRD'OF ATTIC AT IWON CENTM YORKSTATE RESIDEN-TIA' L'. :,ASPHALT SH1N0LFS'.F(jLL0W'NA1 LING.St,34tDILILE R90512.6 MIN-4 FAbTENERS ER P 0 'To INSTALL PER ROM 7 BLDO. FEL 'SHING.LE P *SUTER AND SU*TVR"' Q _�,QUOGUE, 1. 160D&tABLE 15,'301,2 MVINDOWS.TO'MEET D.P. RAnN(`0F Mlk�40 NY- SHIE (ICE LD REQUIREDTOR i'8-T­.'24"-ABOVE'START OF INTERICIRVA Q'ZOZO BLDG E. 0,F BOX 17 9 I . \f' . , , . 1. ., . ' . . . . . i . . VVIND-BORNE DEBRIS PfROTECTID-N FASTENINGS t . Ill. ••. FOR WOOD STRUCTURAL PANELS. I l f1 For Max. S3'-D'r MEAN ROOF HGT, HOUSES . �� . `f A_P.A. SPAN RATED8124 GRADE 'I�132 STRUCTURAL _.- "�+� '• SHEATHING -�11ERLAP QPEN11�lG i>nlN. 4"TO ALLOW ; r-•' t „ i ' . FOR AS • • . FASTENER CONNECTION AND 2X4 ,�• Y,r�'' _ .� I>� �� .' ,. '' I SUBSTRATE WHERE�REQ'D. ALL METAL PARTS i.> • , r ' , ` . TU 13E GALV. OR STAINLESS STEEL. laLL �__. -.._ �__ j t , - ° r ' , f . — r ,� ; % PAhtELS, SUBST : ; :r . RUCTUl�ES A.I�1D ✓ . ` i w,. _., . xi:. r ty + FASTENERS i 1 ;. _" i i TO BE NG UN ER •�• .' -' a Stud �otad :. ^`:. _.__ r . - �` _{ �HU TI�EyHOUS . . i • Figure 3.8h Cairn r ows 1.- -, �• 1 �,1 1 `°:;:. . . . . I S'T 0Iw C 0 4 1� C �' )fig, i�o,4.iE � da I ��I:-04 G,�'V-13'r'�f t • . • .:.-. . t - . Detail 4 Stu � . 1 r %CI•'li I `•G : ? • 1� i i >� ,.� ,. . f . . ?—,1, to]ki .fu 3 u 1, I u� .kz- 1 R IFlI.IEC•1�iiV�i12 � . �; v- ��l A.� ` '���'U�► $�11•� __�i . mar e - =-firi �. r: M1.!`1) I:K4r'1 I . .1PA1to1Y®t�eI> 'OQ7' H �,, !,r GF Min. I i - ' ' . '• K s t t ' ' ., ��'•�f{o i...rf ' .. i :.q . ..°k :,yt'/• !•f' . , - '`_. _.... i N .-.._ _._.�; ® �._,.... C01-'ti1.1�C��t��`, I s G:• �i i �y7 •!~ - 012L I 4'I ri! t r Y> t�,1F Fi4,-,: i > r°_ a I '1 . r J ., f y _ ; i �' �tbl i. - ,r _'_�`�••�) I -r i • EndWall i ' rl•7 �• ��'•7 I ", ' 1k,+ •• ` 'ar- ..dt ,1.,.'• : f I °°c3 • I r' r, _ ''' ., r-4 1 ..... . ;! I t ll ,i ~`` . R er salt 1 1 ; _ �. `} t. .i Holddown - • • connected 1 P transfer all I I: ., ° A ' ..# Y � °P;:. I •� ; I I . • 2-16d Comm SI'I;a1A'l,�iT�.a I P ., I nails at G"4, ;'IR AMIF ? `t t : } j 3 1 , +k� I. r. I E 4 - ea ` , l3, .•' , ' ! �� J i1 "'%t /� 1''r:. .Z f�{�:'� .— ._.. t W— �; ;--�--- -----T j,'r';rL7!1�Fr�u'': �' ,• � � . . 1 . �+A � ) Y,d _ ....__.. t! t ,r .. i - �rC1;i;'I� ! ""i, . ,q '`t �„ ;•ti �A �f� _ .. M.+• ,�. .-...._ _ li I 11 _ I 1_ `ti••.C:�11 r V •• +�,' +�,:c,�•�x: r ,,,r.�a. •,if `�•, - . I -}��V•y"'Y�Alf ... - t r �J i'•'} I i- 15,,.i ''L'� ��� /..r.,• tJf./ , 1. ....... ..C11=rMJ. ✓_L «n o T }•d ! 4 "`' '`,�+ �• r.: _rF�[J.t'F7]�.-Gtli'M?o1-',' (J�v 7r r ....�... i I - .f . r•�I`>_•iv_* • ,' ;,.1' •' '} I ._-_._'-_.-........ . . 011 j4�-j1j�)i Wiz-dI6 t1Pt?J'MFi k. .�.� .. �C�,=.�d1� 3��ii ,.' }`ma�yy � �;" � t j ., ., i+f '; � • i w ''.r_ rt��� _ `--,�-• ............._..._... ;;. Y -- .-. - .., . iGt S. "t I r TABLE R3o�.2.�.2 ? ..-. .��..., 14 G..1wf� d ,. b y .. , . .. . r!i'- tN� ;a . ...- ..,......,,...... - �� H + t • WINDBOANE DEBRIS PROTECTION FASTENING �. ... .� -- SCHEDIIL);FOR WOODSTRUCTU L " .._.. :., :'. -- +`'. �I RA PANEL$ I .. :!'fly".�`c 'L L'._ _......,,........_......_ -.. ' !. uc r �;' r r - �� i O : 1__._ .. s FASTENER TYPE et¢ _._ .... ,.-_.-. ,le" + .. r�+ FASTENER SpACtN ohs . 1-0 I t + _::P f/ Panel A ietil t 6 ie ..._•_--.._..�- - ,�� r..•-.1•-.... �'�.� _• r K� r t�._ n :H.:: .Ytv..: _-__ •_,_ -- [ ],_..,. . span_< panel span panel span I _....-..._..._.,....-_._.._ _. t. .Ji_ 11-• 11 =I i ,,-'s•:. ti - 4 feet . . . v N �_. i _2_i_W-5 L-t.:_..... ., i. - _ s 6 rpdt S t��t `� z . ;:_ �.3 y�. �: ; 1 N 51tT'' . . � . -, . No.8 wood screw based -I _. .., e �'�tr i fl :d' i `..� r•:.... �/�. 1 . i _ . ,� �/ - • . with 2-inch _. '��... . lf�:.... ... 1 � 1 C/ �. ,�+�,y� q . anchor t 16 10 8 � � .,r ;• , j -v - . length �- `' - .•' 1 Na.10 wood screw based I --- ��� f�4>11t1�#Il'i�$' �I>� o;6� bk , x�_ : t� � : t, TYPICAL UPPER WALL AIR - �signiation shall be s �--- anchorwith 2-inch embedment l G 12 9 - w,�\ ���pg � ll �l�!"tr ! i ': :. , u �' T'U" P� G M-- - ... �&,.NY. 1,,.�T� r length i D ET i _ '!R inch lag screw based anchor ji S EA LI G A �.. {�� tlr�dlaa# ##��Co�lS$ '['1Ct�o�l, _ -.. • _ _ ... .V ' :..t - ,, with2-inchembedmentlength 16• I6 16 r A�i7 • Z5}__"t__ -y t/ __� . For 5I: 1 inch=25.4 nun,I foot=304.8 rum,I pound=4A48 N, ;;(;�+�k;l�'!:i classi ication thb . • � ..... _..,..._._.. .- I � _ - _- ! - 'f tt I''`'� --.-.-�._ __.....__...._.,.. • . a ultimate w d a 33 . - - - • ' • . }mile perhour_t,447 /� _ s#r ae �re x�n�®I 1 y" O ' R TRUC U -•-. 's table is based o I 0 p Its g wind speeds, „a, - _ --.. - .- .. .. - , T r'. 1�' '' 1"r foot resort roof freight.$ ---..-___ ., �- ••��. �• m ]t deal n s e ds V an ' --____�_ 1. se+tlon 002 of the BCNYS, t b.Fasteners shall be installed at apposing ends of the wood structural panel. t STAGGER FASTENERS ' i . .-. c ..,..,, ,y 1a__.,.. .__....__._. I . ' t1 ' Fasteners shalt be located not less than I inch From the edge of the panel, • I 1N 2 ROWS . 1 ti c..emAncbedment shall penetrate through the inches wall covering with e, : TYPE fit►CONSTRUCTION .. .� ' I embedment length of not less than 2 inches into the building frame. .. ill Ali # t 'DISTANCE SHALL L 13tw PERMITTED TO' r o-;.:Rl s ' ' .r --''"""'"`""" M:: Fasteners shall be ]orased not less than 2'/Z inches from the edge of 11 .. s.s"MIN,FaR z x e• . -. •:; concrete Mork or concrete. r t 6.5"MIN.FOR 2 X 14 13E REDUCED TO 4_S"IF LAG SCREWS; ,, r :%- ; d.Panels attached to masonry or masonry/stucco shall be attached using. 7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS ; fir, d ' t> 1 . ` . vibration•resistantancharshavin anullirnarcw' d ^- „. FLOOR lN+ ;; CL �pl !?6 I 1 '>3;-.•.;_! sth ray nl ca acit of nor © ., : REDUCED THAT OF LAG SCREWS;; a� less duos I,500 pounds. TO ATTACH 2 X 8 LEDGERS TQ 2 X$ 'r • q:: r - `;. $ p y f >1 a( tom. .® _ ` .-:- ',' ;::: _.�.......... I M-tT - '... )7.e..r 7 ".CEPf. E3AND JOISTS. + 'r 0 • F ;::. 101 ;. }� �; ..;`:-:'.:;'. __i_....... EDGER SCREW OR BOLT 314"MIN. >� �� I ::,.: TAr3tE R5a7.z L LAG : , .. ��� `�' s i �' `"y��, DEC!(LEDGER CO �.�, .. j, NNECTlON T4 BAND JOIST°a �''` ;_4-: :a {Deck five toad 4Cl psF,deck dead load 9 ' rSP l inch-25.4 mm. i „ ,z' .', ° . . i f ..;4` 0 psf,an toads 4D p sf) Y - ` ,__---..--'------.-,-,,,,.A..-------- _,.. +:. � = I Jt3l57SpAN FIGURER5D7.2.1(1) , C , , . ! ,- '; ONNEC71pN pE7AI1 S S and toss 6'i"tv 8' 8'1"tv 1D' ' " • .,r j PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS � . \ 'r+-N �`` 1i11'"� o„- .�`''''. ,:... ,•" to1 121 ta14' 141„ r 1Sri„ �+ R Qq� gin /'`�y FN G TES : \ r•+"., .� ..:: , " L. =olti to18' ' S ANDAR60 ANDCODES no 8onarsiiwmPlywkhlho201� IHomaltlamiEnewconsutvathn � .i' ''.`'.!. + g On•cdnierspacingofiaete•nors i i' 1 1.All ro tnx ahtdl Oe armload to datormina `' ''`' 1,-inch diameter 1a screw with ll.-inch 1 1 r avl kdieltoPn P / . -: r 'r ConauUctlon code.•trla aUnlarhy h M lu+ I . `r_ MaXi MUM 'd tut onelQyi atflctoncyprutyram to oxaaud aw•ndrM/edklotwp roquked try thia code. ;;:.. ;;.' ShCathing` 3d 23 l$ I l; 1 l ; 2,AParmrrwntcaltlCratoehnlibecornptoidQbythaWWylesandpostadannwNl ! .�: -- , „.:..:.: ....:. lz inch diameterbott with t! inch maxisnum I i 1, tntheaporawSwrothohanacatetooated.Cadik":toahaticomptyWiutlRCNitOt,ta __ -:> .. - • sheathing'' 2� 36 36 34 29 21 i t _ ,_.. �.. . . - - and k>suSatad to a fowl oquWalent I '•, ::'•:, „ i 2:4 !9 , ! 3.Aldo at crawl opaco accoaa att>tdl be waaihorstrlPpsad "' totholneulatbnontheev+roundrrlosudaaas. I ' /x-inch diameter bolt 1vtt13 l-inch maximum ] V sheathing` SHEATHING 4. tnataUathn•lh000mponantaoiUrabulktinglhermPatorwalaPoahnllbotnataliodlnaccvkdance :.,.,. •. 3G 36 �[} �Q owI�FEROFPROPERTv: 2,I Ig NOTE: sIDtNG d la 1lstad in tabta 442A1.7 wtwra twoukod by coda oiflolal,an approved third pally t f, -�' For SI• Iuncut=25.4 I5 1 • wUh the uR r - mm, 1 foot=30A,8 ram,l rind THIS OETAEL IS APPLICABLE ' , ..•' pa per syunrc foot=O.D S79 kPa. WHERE FLOOR JOISTS ARE FLASHING FOR 5UBlECT pRQpFRTY(ADDRESS AND TAX MAP NUMBER): ' a_ Lcdgcm shall be flashed in accordance with Section R701.4 to prevent water from contactin the house bon WATER TIGHTNESS I ahMIMPBcta�uamponantsandve0ivumpNnncw. 2! ���• i WHERE FL O JOISTSAT$.! b.Snnw load shalt not be assumed to act conctttrentty'vit8Iive lord, F dyaist. 1 S.tiocting•8ulldktQ ar dwdAksg urtM shah ha tasted aandverlfied having lass than I „M ./ r I I i or oquoita3 ACHSOtnCZ4A,S,ttA tssNngahafilf bd conduclad byanapprovad thhdporry. 1 �rli III{ f t. The tip of the Eag screw shoEl fully extend beyond the inside face of the band joist. �', DECKING i fi- Duets-3++pfdy and tutors ducts In olaca ehafl bo i tuLftw to o mtnlmom of lz-o a a•or greator 1, ` Y�r� d. Sheathing sttat]be wnod structural panel<ursofiei amen lumber. ,�� Indiamor.OWMadm%101110U l3'lnd13rntatar. I I1(11 (�l-;W- •i � A I. i �t(iG e. Sheathing shalt be permitted to be wood structural Inel, t - tt # P' gypsum Hoard-fiberboard,lumber or foam sheathing_Up to i/�-incl.thickness of stacked washers I �I' i �I 111 ��t �� _: > v1�l7t11�1)IQn shall be permitted to substitute for up to'/,inch of allowable sheathing thickness where combined with woad structmral pane!trlumbcr sheathing., ° APPROVE[)JOIST HANGERS aa.DuclSeatlng-tloafs,alrtlandlaratyndtittort»xets>:hallbasealod. _ _ . Y 7. Dilnth151ktfl•DuGs shoo ba prasau+e iessad to dlalemtlne atrleakipe b,sn approv�dlhltd party. Y I:l I l� ,.•� g t PLEASE TAKE NOTICE THAT THE(CHECK Alf,THAT APALYy: '" . 8, 13utkl,tU cavltlos atwR not Eo used as duets at plmnums. ":s' / I ,.•, - ' , 'r/, ! ` 2"MIN. 2x LEDGER WITH FASTENERS '; B. Moahonkcltxystom plptnp 1nsulottan awsY>n4t tlutfda 1a5 F dagraas oe<65F dograes strati Mr I ' IN ACCORDANCE WITH TABLE R507.2 hours w11hR•sMGdmuln. , i New Residential Structure i ulnied 1 14,MaahontcN vdngWdon-Sh:dl moat the roqukaanants of the 1RG I IAtC. i , �� e w .; .' . HOLD DOWN D1=VtCE M!N 75n LB.CAPACITY i Yj, .,Y.•r" i 4 ' i FLOOR JofSTS ❑ Addition to Exlstin Residential Structure ', 41.equ*mont sizing•Pa A,CA n,anunl e,bnsodl on lauds eakulatod per ACCAttenual J i '•::. .,,1-"�' l - - gAater. " ` y'," Al 41_OCATIONS,EVENLY D}5TF216U7ED g as pro*ad by a third party HER -- • - ALONG DECK AND ONE WITHIN 24"OF EACH F-1 I "' TABLE R507.2.1 j' END OF THE LEDGER.HOLD-DOWN DEVICES - 0 Rehabilitation to Existing Residential Structure �`` �'! ^y';.'-v ":,`X" PLACEMErNT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND SAND,JOISTS SHALL FULLY ENGAGE DECK JOIST('PER_ i 12,tJohdn3-A rdnknum of 76'Y.at ps anonily trostaRed l4xturaa must have high efficacy lamps i ��, I Iwnhln S IsfetUlcal systems utPatt I me of the 1RC chaptelr ti Enemy I . ' r•' MINIMUM END AND EDGE DISTANCES AND SPAC]NG SE`rWt Et[RqW HOLD-DOWN MANUFACTURER. i 3 $ TO BE CONSTRUCTED OR PERFORMLD ATTHf Sl16JECT PitOP'ERTY REFERENCE ABOVE WILL UTflIZE 1a.Ill tiVAG,P a i cod%Intotmoknnt I Mrgy oonservatbn code. , slxMiltbDtho gPOnelma,Omr1 4a,wrdlcontt,actartoeubmtt ! ' 7QpEbpE i Ita1mllbalhordaponsihialyaftlx+ t I.CdgCl"' $��0 t=DGE 1n data11 the des}pn,caleulnllona,drnwinaa,Wrtaltan slatrtmonl8 at the marhardtal, ENDS a4condtlloNng,ventifotkn,Ilppdrlg syalams(mow,eziatrna or uppradedy 1nClieSd 3 Row sPAC1NG (check each applicable lirtej: slampsdbyuprorasabnstas+gfrwerltraquYedlhyftwawrwrori3uddfnpRept• f r Bond IA1Ste 1,inch 21nclICSb A FUi.I.YTHRi"ADED'!e"bIAMETERLAG ' '14 inch !Sl inches° 2 inches e I SCREW I'REDRILLE©W!MIN.3"PENETRATION ! 14.WeDne.dtarottm$of mnovadobWldi pis n0)t+squkod to compywllhthls Coda. i For SI: E inch=Z5.g mip. Z 1nCl1G5b P/a inchesa • Unotto+odportfonsotlhooxlallnQ i a. I,Igscrcwsorbnitssltallbe TO CENTER OF TOPPLATE,STUgS,OR HEADER.i ❑ Truss Type Construction{Tfy 1 . staggctrd from life top to the bottant along the horizontal run of the deck ledger in accordmnce wilb Figure R507.2.1:(1). ❑ pre-EngineereCi Wood Construction(PW) 1 1 b. Maximum 5 inches, SI: I inch=2S.0 tnm. r t - 15,btlnlmum one ProIIrarnmobb�+mostat shell tba provided Tor oath copotato ttootk+p � i t FIGURE R507.2.9(2) ' af1dL0{fl&igayblominaGWrdanW � aPHtSC13Contrpl$y0toina. , c. Forengincercclr'Imjoists.themanufacturer'srecommendations-hallg+overn. ❑ TirnlJerConstruetian(7C] I to,hMt bo ale 6seakd oM tnautaW In accordaneo n ! PLACEMENT OF LAG SCREWS AND SOLTS IN BAND JOISTS ,t6. AH oxtorlar wa+VtloorfccNJn4loyb barb baed arrcat&10 tho top and bottom Plato 1 d.7 he minimum distance Cronr bosom row of lag screws or bolts to lire top edge of the ledger sh:d!be in accanlanec tvithl Figure R:g7.2.1{1), ; %W1170b1oR492A.1.t.Apttl ta,iotUyMMwvallboad. • , • knmodloUy Prkx to In,toNnp I , . . _� �. - -- i Imo-- % _ THE FOLLOWING LOCATION(S)( ) (CHECK APPLtCAt3t LINE):) ' i t ; _ _ � ; s l �...r.. ,.z�l 1�1"'1.... .- ; _ � I .:v rt. 5 —::1.-ri :''... .:�.I..`N siM& I Ns C a= ruE : U I _ --- - ....__. . . .. "� _ Floor Framing, Include g triers and Beams(F) - Y}a• . .- .. . p, jJ�PrtLS. R. ( Vtl? ,J7' -•�� ? N �,��.� ,..� ❑ ao rammg R #,� /��� :, -... , - ' 4- 1��2 1�I�:';:Nl-F(z� )2 :lam V = ._>�o.T-P.E✓ n�,sTFo -ru PldSS ❑ Floor Framing and Roof Framing(FIi .. I; Jf JT7�r �= l :3. .. ri• a .._...--_._ _ ... . _._.... _.-... )A '�a. �.. .... ?. i i l,,r R I - _ ! 51 *, -�- •- ...._.._ - _- _ C). ..._" . -.,.,...... . .. 2-a - I NATURE DATE . ::-- , ,J)9t� G�'Q G . ! PRINT NAME: . . 1 t Branch tine takeoftsttndfoints -. ': - . ____--_..-.._ -..-._._._...,------..--....__.._.._._..-..--_._...,.-._,..._.._.__...--......._._. ---. . ::... -- CApACI { i~eck C}tt ) D p i t '' . I ❑ Ow wner"S Representative . ; .... nor I ':''.• ',I. _��-•-••••...yam .... —•1 , w—•.�—.w._._._. -..._........ , ; 1 - . % 7Y C e 1. , ::2. . Anew Part i265 toTltle 19 of this I�ewYork Codes,Rules a nd Regulations(I YCRR)has been Eldapted.The new Part r ; ' tYp r P € . ' 12b5 prESO t]l s(i)the forts to the used m qo fy trade enforcement offfetals tflat truss a re-erl9iEteered wof d at' Trans►�efse io1Ms(e'g.i.S,iand'clrive timber tnnstructl4n is to tI0 tlsedl!n a rrential Stricture;txl the sign or symbol to be affixed to tuts exterior of a i clt?at'�ints tntttrnitsa'tdslE olydson'- `' . , r 1 resider18a1 structure tftaC has hr�n constiuted,added to or rehab)litated uslag truss type,pre-erlgtneered woad or . :'' ':! ; . s tifr:bei'oonstrutfion, _.__. .'.',;:, . �.• .: . ;'; f .... ..........._........♦-._..._._... � .. . .. . : ,....... . .��.. . " . . ­-, ... .. .. I . .- .� . . . . . . _ ..w. -- --- _�,,.,_ ..... . ;. ,. , . . .. ,.. . - is•-'-... '_. _ �...-.�. �..--_.._ .-.._.. .. . : { �.. ::. ::...: .. .: :.- ill~-t °.- °ivy 12 K. _ t .;.. .,c.�/�r PL,y : 1:u .­­ . . . ir:. I 11 .. _ _ .._ F �,, - F. •� - _ ...._.._ . . .. .. ... _ _ _ �� _ ... _. _ M ___ ...._. G `..._........_._ D ._- . .. . 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