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HomeMy WebLinkAbout34508-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT . Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33681 Date: 04/30/09 . THIS CERTIFIES that the building NEW DWELLING Location of Property: 1455 SOUND DR GREENPORT (HOUSE NO. ) . (STREET) (HAMLET) County Tax Map No. 473889 Section 33 -Block 3 Lot 19.6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 17, 2009 pursuant to,whi.ch Building Permit No_ 34508-Z dated MARCH 17, 2009, 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 ONE FAMILY DWELLING WITH COVERED ENTRY, DECK, COVERED PORCH, SECOND STORY COVERED BALCONY AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to JOHN & JOANNE CALABRESE (OWNER) of-the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 610-05-0045 04/16/09 ELECTRICAL CERTIFICATE NO_ 07-5570 03/09/09 PLUMBERS CERTIFICATION DATED 04/28/09 ' JOHN CALABRESE Authorized Signature, Rev. 1/81 Form No TOWN OF SOUTHOLD C Q BUILDING.DEPARTMENT TOWN HALL . 765-1802 APPLICATION FOR CERTIFICATE OF.00CUPANCY This.application:must be filled in by-typewriter or ink and,submitted to the Building Department with the following: . A. For new building or new.use: 1. . Final survey of property with accurate location of all buildings,property lines;streets;and unusual natural or topographic.features:. 2: Final Approval from Health Dept.of water-supply and sewerage-di§posal:(S-9 form). ..3. Approval of electrical installation from Board of Fire Underwriters. . 4. Swora statement from plumber certifying.that the solder used in system contains less than 2/10 of 1%o.lead: 5. Commercial'building, industrial building;multiple residences and similar buildings and installations,.a certificate of Code Compliance from architect or engineer,responsible for the building. 6. Submit.Planning Board Approval of completed site plan requirements: ' B.. For existing.buildings.(prior to April.9, 1957)non-conforming.uses,or buildings and"pre-existing"land uses: 1.'. Accurate survey of property showing all property lines,streets,building andunusual natural or topographic features. 2. A properly completed'application and'cdnsent.to inspect signed by the applicant.If a Certificate:of Occupancy:is denied,the Building Inspector shall.staie the reasons therefor in writing to the applicant. C: Fees L Certificate:of Occupancy 7.New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, .Swimming pool$25.00,Accessory building$25.00,Additions to accessory.building$25.00,-Businesses$50.00:" 2; - Certificate of Occupancy:on Pre-existing Building- $100 00 ' .3. Copy.of Certificate.of Occupancy-$.25`. A. Updated Certificate of Occupancy- $50:00 5: Temporary Certificate of.Occupancy-Residential$15.00,Commercial$15.00 Date:. �f�2_� New.Construction: (./ Old or Pre-existing Building: (check one) ' Location of Property: �� ��(,C.��l (� D Z adz GCC�I ��Sli t House No. Street Hamlet. Owner or Owners.of Property: ..J(,o E k `0 /3 1-G-l61 <.Suffolk County Tax Map No 1000,.Section. �l 3' Block Lot Subdivision .. r0 e6(eo yco Filed Map. 'Lot: Permit No.. 3 4 S D Z . Date of Permit: 1 'C Applicant: J H l� G (/���s Y�r Health.Dept.Approval: Underwriters Approval: Planning Board Approval: Request.for: Temporary Certificate Final.Certificate: (check one Fee Submitted: $ r�3 � I \- C. Applicant Signature o��SUfFO(,�c O o� Gyp W z Town Hall,53095 Main Road Oy �� Fax(631)765-9502 - P.O..Box 1179 �O! � Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �412— RAO Building Permit No. 2(jo� z Owner: (D 14 d e k& f U&V4?Cr (Please print) Plumber: 4 Jer (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 28�' day of Apr; 1 20 0 �( Notary Public, County TAMMI S.GRATTAN Notary Public.State of New York No.01GRG142111 Qualified in Suffolk County Commission Expires March 13,ZEI 10 ,;��1�.►tii� 'a 4���MJJNs�. ��hQ�,;6�Ahi,., s�j�a4M:1.�'�* ��ti4��rdJlr� �i�P�ti�J.1�1,'j� ��,tJ. �, 4 i. .�:irf'•► :� r �/ ,.,.\\ //y •'•\\\ // a c "�\\ .�jti ? ,'i'c\ ///y �-;�:i h\\ /"y �;,� \ ?T�. ry�.'.L,• r � 1 j;f•,a - yr, ' �;i.:.. Electrical Inspectors, Inc. Certificate Number: 07-5570 _•, 308 East Meadow Avenue Municipality: Southold,Town Of / f, s?a:' East Meadow,NY 11554 '•�••," Office:(516)794-0400(631)396-7474 Inspector: 124 s Fax:(516)794-5854 \\ ` •,Ky Issue Date: 3/9/2009 s ' Website:www.electricalinspectors.com r.?• ;rh Email:info@electricalinspectors.com Mail To: Property Address: ,� John Calabrese Calabrese 6 I \\;yr:;:•, r PO Box 787 '1455 Sound Drive ;J3. Cutchogue,NY 11935 Greenport,NY 944 ELECTRICAL APPROVAL CERTIFICATE AREAS LISTED BELOW ARE APPR E Y INSPECTION AND FOUND TO BE IN COMPLIANCE W H ATIONAL ELECTRIC CODE r No visual defects were found for the electrical inspection pro ded.No ob ' us unsatisfactory conditions were found in the areas herein below only. esidentiatIl6meowner•Inspection/New Residence Full Basement \\ 1st Floor:2 Bathrooms,Bedroom,Dining Roo r,Foyer,Kitch ,Laundry_Room,Living Room,Office,Porch, �S x' 2nd Floor:Bathroom,2 Bedrooms,Deck,H athro in,Master Bedroom'2 Walk-In Closets,_ :> Attic:Storage Room 2 Car Attached Garage 60-Duplex Receptacles, 13-GFI Rec to es, 1-20A pliance Receptacle, 7-Smoke Detectors, 75-Switches, I-Gas Range, \\ �� I-Dishwasher, 108-Recessed Fixtu s, -Fluoresce t F lures,20-Incandescent Fixtures, 6-Wall Sconces,3-Exhaust Fans,I- t a? 40Amp A/C Condensor, I-30Amp /C ondensor - O Alarms. 300Amp Single Phase New Under rou Servi C /1 Meter, 150Amp Single Phase Main Pane1/30Ck1s/23 Used, 150Amp Single =•�'' Phase Main Pane1/30Ck1s/13 Us d. Rough 7126107 \ x` Final319109 ;- / O:Y 0 Y: 3 • / Not valid unless signed by an ` a o 'zed EII Agent /l Philip F.Goehrin Richard M.Bivone g 5`}iy President Chief Electrical Inspector r*�' 1. ELECTRICAL INSPECTORS,INC.is not responsible for the existing conditions at the subject premises. 2. ELECTRICAL INSPECTORS,INC.is not responsible for Corrections, upgrading or replacement of existing electrical violations at the subject premises. Any corrective work shall be solely the responsibility of the property owner.ELECTRICAL INSPECTORS,INC.DOES NOT WARRANTY OR UNDERWRITE THE ELECTRICAL CONDITIONS AT THE PREMISES. 3. ELECTRICAL INSPECTORS,INC.only recognizes the National Electric Code, the Building Codes of New York State all volumes and Local Municipal Codes, as Authorized by The Department of State Codes Division, via Village,Town or City Board Resolution. 4. AN ELECTRICAL SURVEY consists of a visual examination of the premises ONLY: Electrical Inspectors Inc. will comply with the requirements of NFPA 73,latest edition Chapter 1, Section 1-1, 1-2. If violations exist, a Notice of Violation (NOV) will be issued requiring correction by a licensed electrical contractor. After the violation has been corrected, a re-inspection will be conducted and if approved a certificate shall be issued. 5. A SURVEY CERTIFICATE does not examine the actual wiring or devices unless all walls are opened and wires and devices are exposed prior to the survey being conducted. 6. A CERTIFICATE is non-transferable. 7. AN ELECTRICAL INSPECTION consists of an examination of wiring and installations during the rough stages of construction. After completion of the construction a final inspection will be conducted at which time a certificate will be issued provided no violation exist. In the event no inspection is requested during the rough stages Of Construction ELECTRICAL INSPECTORS,INC.will perform a CLOSED WALL SURVEY that consists of a visual inspection of the wiring and installations only. Since access is limited,ELECTRICAL INSPECTORS,INC.shall bear no responsibility for any defects or violations at the premises. 8. ELECTRICAL INSPECTORS,INC.shall not be responsible to remove any walls in order to conduct an electrical inspection. 9. ELECTRICAL INSPECTORS,INC.will only release information,certificates and reports to the applicant after payment for services rendered have been paid in full. 10. ELECTRICAL INSPECTORS,INC.assumes no liability for the results of its inspections. 11. The agreement may not be changed orally. 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. 34508 Z Date MARCH 17, 2009 Permission is -hereby granted to: JOHN & JOANNE CALABRESE PO BOX 787 CUTHOGUE,NY 11935 for CONSTRUCTION OF A NEW FAMILY DWELLING AS APPLIED FOR, THIS REPLACE BP# 31511. at premises located at 1455 SOUND DR GREENPORT County Tax Map No. 473889 Section 033 Block 0003 Lot No. 019 . 006 pursuant to application dated MARCH 17, 2009 and approved by the Building Inspector to expire on SEPTEMBER 17, 2010 . Fee $ 1, 965 . 60 r' Authorized Signature ORIGINAL Rev. 5/8/02 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. 31511 Z Date OCTOBER 7, 2005 Permission is hereby granted to: JOHN & JOANNE CALABRESE PO BOX 787 CUTHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1455 SOUND DR GREENPORT County Tax Map No. 473889 Section 033 Block 0003 Lot No. 019 . 006 pursuant to application dated OCTOBER 5, 2005 and approved by the Building Inspector to expire on APRIL 200 Fee $ 1, 965 . 60 tho iz d ignat ORIGINAL Rev. 5/8/02 OE SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ONSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ,FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION l� To w/jrt ' - REMARKS: r � s Aw �14 DATE / INSPECTOR �aOF SOUTyo o�ycoUNiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE l ® INSPECTOR r j j hod oho zf so ooUM`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTWN [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ]7"DATION 2ND [ ] INSULATION [kl FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS• C r DATE INSPECTOR 4�— oOF SO� o cout l, , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOdNDATION 2ND [ ] INSULATION [ FRAMINSCI:S�URAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: k/LA L- 21� gfY���P 4 DATE INSPECTOR SO�ryo�o TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ "-FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR �OF SO(/j�, �o� ono cout `I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 "NSPECTION [ ] F NDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION, 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT NSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: C DATE INSPECTOR SOUjyolo • �o �y00UMV TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [.><FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: A DATE �' ^® � INSPECTOR � � a FIELD INSPECTION REPORT DATE COMMENTS 1b l Gas FOUNDATION(1ST) ------------------------------------ } . hK q FOUNDATION(2#D t� l/ z ROUGH FRAMING& H PLUMBING rr � V ' C� Z i C r INSULATION PER N.Y. y STATE ENERGY CODE C r 3-a AA-t""00, (�1 FINAL �- . ADDITIONAL dOMMENTS Z 1 "' �I d � WMA o b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health ✓ SOUTHOLD,NY 11971 4 sets of Building Plans V TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 hh/ Survey ✓' www. northfork5net/S uthold/ PERMIT NO. J Check ✓ Septic Form f!1 N.Y.S.D.E.C. � Trustees Examined ,20 7 Contact: i Approved v ,20�( Mail to: .Tbff R� CAL,&6 E S4 V.o. 0oX 787 Disapproved a/c v-CcV�oG Phone: `7 3 4,70 YO Expiration ✓ ,20� nnBui sp j xf OCT _,S 10 APPLICATION FOR BUILDING PERMIT ~ �E��G. Df_�Te Date l�e rD�El2 �� , 200-5 SOii i HQLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from 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 new permit shall be required. 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, or 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 for necessary inspections. (Signature of app scant or e,if a corporation) 797 , e uTe.4'ur W/035 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises y tJ AJ + Sa p N N G GA L A-6 KL-SC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1�5-i;- S0vn4 -hiq I vE GR,C-EA!-P0AT House Number Street Hamlet County Tax Map No. 1000 Section Block 03 Lot CkCzgC— i�- iZS Filed Map No. I OG 2) 7c'v^'T;ot' • Subdivision o cS^ (Name) J i i 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Y AcA oir L g Aj:�b b. Intended use and occupancy 6N-e-F4M 1 Ly 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost ).5c0,MM Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 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 Rear Depth Height Number of Stories ,9- 9. Size of lot: Front 14.3 Rear l L 3 Depth a;1-5" 10. Date of Purchase-SE-PT. a ocj Name of Former Owner LAST of GbSAI LLC 11. Zone or use district in which premises are situated a. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14.Names of Owner of premises�oNN -JoAoNECArRtAddress_ o00 6 Q 6' gK M C�cCq mi hone No. 73 q-70�o Name of Architect NSbpdpo" 1-CoNROXAC, Address37Eo hone Nol6&49!64aa Name of Contractor Address's"AT"- Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) jIq being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 0 L(i(s (4(:-'0= (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. SwoXto before me thi day of WMV 20bS vfvlli� __0 A Rota blic Signature of Applicant BONNIE7.D OSKI Notary public,State Of Newyork No.O1D06095328,Suffolk Co V Term Expires July I F�ou Young c4c Young !Egg 400 Ostrander Avenue, Riverhead, New York 11901 la"29 631-727-2303 3 Howard W Young, Land Surveyor �m�< Thomas C. Wolpert, Professional Engineero Subdi , Architect vision _ Lot 5 �/ Ronald E. Pfuhl,Robert C. T atndscape Architect ?10 Rockcove / Douglas E. Adams, Professional Engineer (vacant) Estates„ o s n � 9 s� os1 X ,6.4 S 2558'32" HEALTH DEPARTMENT USE a ID Lot CS SUFFOLK COUNTY DEt ARTI�J[ENT OF HEALTH SERVICES �:$a / Subdivisio b� �25.00' „Rock '� — a � cove FOR APPROVAL OF CO1N1S'I'ItUC'TI®T+I FOR A Esto „ 1Q'E � 96 �`O ' N' 7.07 s GLE FLV �' tTEC CV - X (Vacan tes ^�{ o�64 tJ` ------------------- t) 1 __________s________ y a �G m PROPOSED 40.00, ------ / NO.Ei p-v r DRIVEWAY (n \ DATE �•� D� F•�f�,.l! rod ® cn APPROVED aio � c� PROP o=``' Z . —.1 '' BEDROOMS r _____POSED Q p ;r FOR IvIAXIMUA/:OF g WATER SERVICE o Z o w ^ r- Y6% ` \ \ tItES TREE YEARS FROM DATE OF APPROVAL _ W �,4 O S.T. 0 �t H 5:1 .: 41.0 K Lot 6 a g +ef ' F'E PROPOS }+ Lot g SURVEYOR'S CERTIFICATI a SANITARY tF-"ED �'' Subdivision — s SYSTEM NE"Rockcove �QF I State and 2'00 „ W CO r; (Vacant) �Q• W. N 3 �52 a p 3C 190.00 Lot 7 7 h Subdivision - "Rockcove Estates HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 is� �'' S�Q3� �?„ (Vacant) / BLAND i PLOT PLAN / SM. JOHN CALABRESE & JOANNE CALABRESE LOT 6 ROCKCOVE ESTATES �gmw o, At Greenport, Town of Southold BPI.� � Suffolk County, New York /1g= /� County Tax Map District 1000 Section 33 Block 03 Lot 19.6 NOTE BUILDING PERMIT PLOT PLAN 81�� Aa AREA = 24,107 SQ. FT. �NF-s ss= • SUBDIVISION MAP "ROCKCOVE ESTATES" FILED IN THE OFFICE §�g< MAP PREPARED MAR. 16, 2005 95"" �O OF THE CLERK OF SUFFOLK COUNTY ON JUNE 11, 2001 AS FILE :t F= NO. 10637. 251. SCALE 1" = 40' R 9�bi� • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) JOB NO. 2003-0095 BP El = MONUMENT SET MONUMENT FOUND 0 = STAKE SET A— STAKE FOUND , DWG. Rc_006_2003_0095_bp � � ual Pa Young & Young l� &h 400 Ostrander Avenue, Riverhead, New York 11901 BE631-727-2303As '°4 } Howard W. Young, Land Surveyor 6ME, ' Thomas C. Wolpert, Professional Engineer ggo SubdiV Lot 5 i� �� Robert C. Tast, ArchitectYog �S`on — " �`' Ronald E. Pfuhl, Landscape Architect ca t) e / - Douglas E. Adams, Professional Engineer � c9. (Vacant) Estates,l ° 37 Ov. x 46.4 25 58'32" E HEALTH DEPARTMENT USE aF 2\\ pj l �UyY�Y11 O y Lot 10 a 225. Subdivision \ -\ PROPOSED 00 „ \ a, O SANITARY ry7.08' RackCQV gz�� \ ^ � F.E. � ,� e Estate $�a �� SYSTEM 5.g3' �� 2 � 6, Estates' W \ �\ .� c (Vacant) \O 5.7. m ''Y•6.04 ri N �sg /\\ W ° \ �r • s,w 0 - 2.00' o$y F -0 04.00' p O o S� \ ��� ��o 8. 1 w 93.82' \ m� IT 1� 41.00' p0 �mp� p� c C N z Z Cry 2�r cn Irn L F � 13.29' cml 30.38' ot 6 ���r, Lot 9 SURVEYOR'S CERTIFICATI ° PROPOSED M N Subdivision — t DRIVEWAY 4h. Rockcove Estates" v i N 32'00'52" W (Vacant) a o� f• oe�� ; ►, .. W 190.00' i 11 `•�;*°`i�,�F`: ��=�..;,. �m ` Lot 7 i Subdivision — "Rockcove Estates" HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 tcQLAND s�3 i (Vacant) ° PLOT PLAN MIM JOHN CALABRESE & JOANNE CALABRESE 11W o �F ' LOT 6 "ROCKCOVE ESTATES" � mg o.s- At Greenport, Town of Southold W Suffolk County, New York �.g� // County Tax Map District 1000 Section 33 Block 03 Lot 19.6 9 BUILDING PERMIT PLOT PLAN ,p NOTE ° AREA = 24,107 SQ. FT. • SUBDIVISION MAP "ROCKCOVE ESTATES" FILED IN THE OFFICE AMENDED BUILDING PERMIT DATA SEPT. 21, 2005 6 ti< �� MAP PREPARED MAR. 16, 2005 OgQ� Q OF THE CLERK OF SUFFOLK COUNTY ON JUNE 11, 2001 AS FILE 'e NO. 10637. • VERTICAL DATUM = N.G.V. DATUM (M.S.L. 1929) SCALE 1" 40' i��x 0 = MONUMENT SET ® MONUMENT FOUND STAKE SET ♦= STAKE FOUND JOB NO. 2003-0095 DWG. Rc_006_2003_0095_bp =s /.�tkoo Young & Young. gg `V 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 �z Toward W. Young, Land Surveyor /1- Thomas C. Wolpert, Professional Engineer < go bd. Lot .. x.. � IVjsj pn _ S _.. Robert C. Tast, Architect jRp Ronald E. Pfuhl, Landscape Architect ��• ckcOve Estp l Douglas E. Adams, Professional Engineer ° S tes i s� 3 25 58'32» E g ry 3 / NOTES A F AREA = 24,107 SQ. FT. g �( Sub Lot 10 • SUBDIVISION MAP "ROCKCOVE ESTATES" FILED IN THE OFFICE " n is m� �a o o gS ; 225�00, "R° division — OF THE CLERK OF SUFFOLK COUNTY ON JUNE 11, 2001 AS FILE 7 ckc v ' `� �, �`8• sa °Ve Estates. stpt NO. 10637. $n! / OUk es 2 7 o Lot 6 mx n 2 o V1 aml212 7.9' � Z 10.5' \ pw IV P HER w � Z � SURVEYOR'S CERTIFICATION o • WE HEREBY CERTIFY TO J O H N CALABRESE 1 ' ,T 13.27 t3 33.4' - - B84' JOANNE CALABRESE THAT THIS SURVEY WAS PREPARED gags IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS -F I Lot Q ADOPTED BY THE NEW YORK STATE ASSOCIATION OF y I PROFESSIONAL LAND SURVEYORS. �+ G' Subdivision — }� ° 4 P Rockcove Estates" N 32'00'52" \ W as 190.00' ll i ,. a-o Lot 7 < Fom M Subdivision — "Rockcove6j" � /ry Estates HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 ��`�LP�r � i o SURVEY FOR n�� o / ji JOHN CALABRESE & JOANNE CALABRESE o T� / LOT 6 ROCKCOVE ESTATES jqgg W-g o. At Greenport, Town of Southold ggaE Suffolk County, New York �Zs County Tax Map District 1000 Section 33 Block 03 Lot 19.6 00o �T FOUNDATION LOCATION SURVEY IN41s o v FOUNDATION LOCATION JAN. 8, 2007 � 3 O� AMENDED BUILDING PERMIT DATA OCT. 13, 2005 �N�S O AMENDED BUILDING PERMIT DATA SEPT. 21, 2005 01g§ MAP PREPARED MAR. 16, 2005 �aae SCALE 1" = 40' 912 6 JOB N0. 2007-0003 FL 19g� 0 e MONUMENT SET a MONUMENT FOUND STAKE SET a STAKE FOUND DWG. Rc_006�003_0095�L �956 s • Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 �8 ' Howard W. Young, Land Surveyor NEE. _ Thomas C. Wolyert, Professional Engineer ' o Robert C. Tast, Architect Wx€o Sub Lot ` Douglas E. Adams, Professional Engineer € T* �I division _ 5 = 01 ``� Rockcove Estates" o 41 `1 s �! NOTES H I o `� 3r. $ 25 58' �� EDGE OF BRUSH F 8 �� �, 32 E EDGE OF LAM / AREA = 24,107 SQ. FT. go. `�v'.F • SUBDIVISION MAP "ROCKCOVE ESTATES" FILED IN THE OFFICE U0 Z OF THE CLERK OF SUFFOLK COUNTY ON JUNE 11, 2001 AS FILEb€ a ` Lot t N O. 10637. 2 Sub 0 W1$y 2nd DRY PORCH 25,OQ' RgOj�T » divi$ian �a�z o �,_ ^ � —sLA �yB.o's,, ,o.7' ' A o f "ce ROCkcO�e Estate$„2. §Q6 x �O/ •W '"n i� CD .3 o GLi � P' WOOD DECK O yN/ 4, o Lot 6 Ln Ln \ p 4 w Mtn %0 w \ SURVEYOR'S CERTIFICATION 0. i � o v� La Z> p • WE HEREBY CERTIFY TO JOHN CALABRESE Sc o� N LIP �,) 2-D' �m 91 " JOANNE CALABRESE THAT THIS SURVEY WAS PREPARED HH IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS F�-F 1 cfl ao. ?s• o 1 T. ' 88.0' ADOPTED BY THE NEW YORK STATE ASSOCIATION d PROFESSIONAL LAND SURVEYORS. NEI�! BELGIAN BLOCK (� p7 ✓ O 1 9 APRON i Lot 3 ' STONE ORl WW'AY o 1 L co � Cl1 v'J 1 Subdivision 1 �� BELGIAN BLOCK CURB N u oia � Rockcove " _ � � Estates W N 32'00'52" W N i y,co 190.00 i 1 EDGE OF LAWN HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 [AND o / J N / EDGE OF BRUSH �€m / Lot 7 0 ' Subdivision SURVEY FOR — "Rockcove Est \ ores 153 JOHN CALABRESE & JOANNE CALABRESEEgg LOT 6 "ROCKCOVE ESTATES" '; j-= ,' At Greenport, Town of Southoldm� ®� �, ; IL A flu-o5-�`�S Suffolk County, New York =� ; 's / �- County Tax Map District 1000 Section 33 Block 03 Lot 19.6 0z �® �```� I N A L � U I� �/ E --I gg� o FINAL SURVEY MAR. 27, 2009;�---I _ � �` ^ r 1����; ��. 6 .;�,�is.;-''.i� JAN. 8, 2007 //�� -,'yyF,�•1 +y ;q� FOUNDATION LOCATION U V/ ,`� ^�Y[5°l.•`15 �'�L.d g.E.vi.ibw�11J:4 r1 �iYi� ! N g ° O^' . J AMENDED BUILDING PERMIT DATA OCT. 13, 2005 L-�Ilk AME�`40 MAPNDED PREPAREDING PERMIT DATA SIn MAR. 16, 2005e a '�CIO ` SCALE 1" = 40'JOB N0. 2009-0061 �J € � El= MONUMENT SET ® MONUMENT FOUND STAKE SET A= STAKE FOUND DWG. Rc_006_2003_0095_fs =s�� BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: /6/ APPLICANT: �,4L�/j - - DATE SU13MITTED: SCTM#DISTRICT: 1,000, SECTION: 53 , BLOCK: �,,3 , LOT: SUBDIVISION:&emw Esmras ADDRESS: /yS. _Sc,,, / Oe• CITY: 6-eeCY) ZONING DISTRICT: )0�0 CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83' REQ. LOT SIZE: ACT. LOT SIZ!_c. : y I LOT COV.�do ACT. LOT COV. REQ. FRONT � PROP. FRONT Q SIDE /3 3 ACT. SIDE Q• _ �� PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: & ,,- ESTIMATED PROJECT COST: �CHITS T/ENGINEER: -PC- WATER u�o FRONT? /V 0 DESCRIPTION: L # FLOOD ZONE: _ BULKHEAD? -------DISTANCE? APPROVALS RE UI +D SUFFOLK COUNTY HEfY TH DEPT: YES or NO, (BED#): D /a / PERMIT#:P10-O'5-ao�-4S TOWN SEPTIC RECEIP N SEP CCE IFICATION: YNEW YORK STATE DEPRR-DRC 9/ln5 YES O O DTE: _/_/_ PERMIT#: SOUTHOLD TOWN TRij_9iEES: YES o DTE _/_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES DTE:_/_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DT _/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE S NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOT AL: SF �G FEE FEE FEE 1. 0 SF)- a. SF X$ / $ +$ _$ Al� 2. ( _SF)- LSF)= SF X $ =$ +$ +$ _ $ 3. ( SF)- CSF)= SF X$ =$ +$ +$ _ $ FINAL TOTAL: $ �� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: . USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS: Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N 44 PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIANCE? Y/N(RETURN TO PAGE ONE) ' I'r � � (� ����--�tad ` RETAIN STORM WATER RUNOFF j' PURSUANT TO SECTION 45-1 OC OF THE TOWN CODE. APP AS NOTED DAT `B.P.# ✓'�� FEE: PBUILDING' D. UNDERWRITERSCERTIFICANO FEPA TMENT AT REQUIRED 765-1802 8 AM TO. .4 PM FOR THE FOLLOWING. INSPECTIONS: , 1. FOUNDATION - TWO REQUIRED FOR -POURED CONCRETE CERTIFICATION OF 2. ROUGH - FRAMING & PLUMBING 3. INSULATION NAILING & CONNECTIONS 4. FINAL CONSTRUCTION MUST REUI„RED,. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. FLOOD ZONE COMPLY WITH CHAPT " 6° ALL CONSTRUCTION SHALL FLOOD DAMAGE PRE NTION MEET THE REQUIREMENTS OF THE'' SOUTHOLD TOWN C E. CODES.OF,NEW.,YORK STATE.. PLUMBING ALL PLUMBING WASTE &WATER LINES,NEED PLUMBER CERTIFICATION TESTING BEFORE COVERING ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPAII�CY SOLDER�USED IN WATER OCCUPANCY p SUPPLY SYSTEM CANNOT R EXCEED 2110.OF I%LtAD. USE IS UNLAWFUL WITHOUT CE,R 'IFICA,T OF�OCCUe E FANCY DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION COMPLY WITH ALL CODES OF HAS BEEN APPROVED., NEW YORK STATE & TOWN CODES ASW06IRD,ANDONDITIONS OF 7T TOWN ZBA TOWN PLANNING BOARD TOWN TRUSTEES Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 10/05/05 Receipt#: 1402 Transaction(s): Reference Subtotal , 1 1 Septic Permit-Construct- Resid. 3525 $10.00 Check#: 1402 Total Paid: $10.00 Name: Calabrese, John &Joanne P O Box 787 Cutchogue, NY 11935 Clerk ID: FRAN Internal ID:3525 G O M M E PROTECTIVE � SPECIFICATION y� OPENING ! ROTEC T (�'`E SPECiFICA 1 IOI�I ISSUED FOR CONSTRUCTION: 3-6-2006 BASEMENT GIDERS REViSED:3-10-2006 � G � N � �� � NOTES : �o � � . �i i ` 7 THE ARCHITECT WiLL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE R ANY Y EX I ERI OF INZ)OUJ AND DOOfiR " RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES p * I NOT Q GENERAL REVISIONS: 4-10-206 AND PROGRAMS IN GONN CONSTRUCTION WITH THE WOORK, OI EI V II VG5 f�O I EXGE�D iNG 4 X V GENERAL REVISIONS: 12-12-2006 R301.2.1.2 internal pressure. Windows in buildin S GENERAL REVISIONS: 12-IS-2006 z I, THE CONTRACTOR SHALL GiVE ALL NOTICIES 4 COMPLY WITH ALL LAWS, p g ORDINANCES, RULES, REGULATIONS 4 LAWFUL ORDERS OF ANY PUBLIC located in wind-borne debris re Iona shall have I- AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK 4 SHALL g GENERAL REVISIONS: f-11-2001 z PROMPTLY NOTIFY THE ARCHITECT IF THE DRAWINGS 4 SPECIFICATIONS glazed Openings protected from wind-borne C� ARE AT VARIANCE THEREWITH. debris or the building Shall be designed as a 2. OWNER AND CONTRACTOR SHALL DEFENC), INDEMNIFY AND HOLD HARMLE55 THE ARCHITECT 4 THEIR AGENTS 4 EMPLOYEE5 FROM ALL CLAIMS, DAMAGES, partially enclosed building in accordance with DESCRIPTION DATE I H PERFORMANCE Or- THE WORK IER FEES the eui1 ing Code of New York State. C H E C K E D B Y ARISING OUT OF OR RESULTING FROM THE �) PROVIDED THAT ANY SUCH CLAIM, DAMACaE, LOSS, OR EXPENSES C IaZed opening protection for wind-borne Q (1) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH OR TO INJURY TO OR DESTRUCTION O TANGIBLE PROPERTY !OTHER ebris shall meet the requirements Of the DRAWN B Y c0 THAN THE WORK ITSELF) INCLUDING THIE L065 OF USE RESULTING Large MiSSile Test OF 4STM e 199� of OF Mr THEREFROM AND ,46TM E la5& reference therein. (2) 15 CAUSED IN WHOLE OR IN PART BY' ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE 7 DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BI= UNABLE, REGARDLESS Exception: Wood structural panels with a Q WHETHER OR NOT It 15 CAUSED iN PAFRT BY ANY PARTY INDEMNIFIED U minimum thickr,iesS of -11/I(o inch (11.1 mm) and a °- tt HEREUNDER !_ 3. ALL INTERIOR PARTITIONS TO BEAR ON !DOUBLE FLOOR JOISTS, maximum span oi' 8 Feet 12�38 mm) shall be +- i� ermitted for opening protection in one- 4. ALL CODES 4 REGULATIONS OF N.Y.S. BUILDING CODE SHALL GOVERN OVER p 7� I' ALL CONSTRUCTION 4 INSTALLATION. Z U 5. ALL CONCRETE TO HAVE A MIN. STRENGVH OF 3000 PSI AT 28 DAYS EXCEPT and two-story buildings, panels shall be EXPOSED 6 FLOOR CEILiNG, ROOFF�JOISTS H HEADERS 4 WALL STUDS TO BE DOUG. FIR "2 Cr precut to over the glazed openings with z OR BETTER WITH A MINIMUM fb=825 P51 attachment hardware provided. Attachments 1. ALL FOOTINGS TO BEAR ON VIRGIN SOiL (WITH ASSUMED BEARING CAPACITY OF I TON. IF FIELD VERIFIED SOIL CONDIT•ION5 VARY, CONTRACTOR 15 TO shall be provided in accordance with z NOTIFY ARCHITECT IMMEDIATELY BEFORE'. PROCEEDING WITH ANY MORE WORK Table R301.2.1,2 Or Shall be designed to resist o lli 8. ALL ELECTRICAL WORK: SHALL CONFORM! TO THE LATEST REVISION OF the components and cladding loads determined : F- NATIONAL ELECTRICAL CODES AND SHALL BE INSTALLED BY A LICENSED S.JINSURED ELECTRICIAN. In aGCOro'anCe with the provisions Of the e ALL PLUMBING WORK SHALL COMPLY WITH N.Y.S. BUILDING CODES AND SHALL Sullding Code of New York State. a O BE INSTALLED BY A LICENSED 4 INSUREIq PLUMBER r Z 10. KITCHENS 4 BATHS TO HAVE EXHAUST F><AN5 AS PER N.Y.S. BUILDING CODES. i- 11, DOMESTIC HOT WATER P'IPE5 WITHIN INSULATED WALL, JOIST, ETC. CAVITIES TO BE INSULATED, E- 12. PROVIDE PROGRAMMABLE CLOCK TYPE DAY/NIGHT THERMOSTAT, Q U 13. EXTERIOR DOORS ANp WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW TABLE R301.2.1.2 PAGE 35 New fork State Building Code U � WITH GLASS LESS THAN 18" ABOVE FLOOR"., THE GLASS 15 TO BE TEMPERED. ''''ff * PROTECTION * * 0 ILI14. INSTALL HARDWIRED SMOKE DETECTORS iN ALL BEDROOMS 4 ONE ON EACH WIND�13O1 Da�I�IS IOTGTIOI`� �STI=1`IiIV� FLOOR LEVEL INCLUDING CELLARS INTERCONNECTED THROUGHOUT BUILDING. SCHEDULE FOR WOOD STRUCTURAL FANELSa b,c,d 15. WHERE HEADERS ARE NOT SPECIFiCALL',Y CALLED OUT ON PLANS, PROVIDE U HEADERS OVER ALL WINDOW, DOOR, ARCCHWAY ETC. OPENINGS AS PER THE FASTENER SCHEDULE. �ASTN� SPACING 16. ALL HEADERS 6' OR LARGER MUST HAV/E DOUBLE SUPPORT STUDS. Q 11 ALL LUMBER 4 PLYWOOD MUST BE GRADE STAMPED. FASTENER 4 foot �o foot 16, OPENINGS FOR EMERGENCY USE SHALL IINCLUDE DOORS OR OPERABLE TYPEPARTS OF WINDOWS LOCATED As TO PROVIDE UNOBSTRUCTED EGRESS , . Panel span . '� � < panel span < anal 'span _< 4 foot <_ 6 foot < ..5 foot., Q TO LEGAL OPEN SPACES. SUCH OPENfNG►S SHALL NOT IMPEDE EGRESS IN ILI AN EMERGENCY 4 SHALL HAVE A MiNIMU" AREA OF 5.1 50. FT, WiTH A 2 1/211 #g MINIMUM HEIGHT OF 24" 4 A MIN. WIDTH OF: 20" WITH BOTTOM OF OPENINGS wood SGreWS 10 10II 10 II lil NO HIGHER THAN 44" ABOVE FINISHED FLOOR IN ALL ABOVE GRADE STORIES. ( FIRST FLOOR WINDOWE5 OPENING ONTO GRADE COULD BE 5.0 SOFT. MIN. (1) ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS. M. ARCHITECT IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS NOTED OTHERWISE. ill 20. SOLID BLOCKING 15 TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL •I} STRUCTURAL POSTS hH'ERE LOADS ARE 1rO BE TRANSFERRED TO HEADERS, For cJ' I; 1 inch = 2�:I.A mm, i foot 304.8 mm, 1 pound = 0.454 kg, --� BEAMS, OR OTHER MEMBERS BELOW. ljl 21. LAMINATED LUMBER TO BE GEORGIA PACIFIC S-P LAM LVL 1,8E 5ERIE5 m;„ 4"f''r I'lOLfr = i.�m9 kJrl/h. (OR EQUAL). LAMINATED LUMBER TO BE (FULL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS - NO SPLICING PERMITTED. LAMINATED LUMBER 15 •• NOT TO COME INTO CONTACT WITH CONCRETE. IN BASEMENT GIRDER LOCATIONS a'.This chart h t-een moeffed to meet the 120 m.p.h wind z # lU PROVIDE BITUMINOUS MASTIC PROTECTION ALL AROUND BEAM POCKETS. MULTIPLE Q MEMBER BEAMS TO BE FASTENED TOGETHER AS PER MANUFACTURERS 5PEGIFICATION5, loading rC>^`'1r �- 22. ALL STEEL TO BE A51'M-A36 BEAR TO BAR ON STEEL COLUMNS A5 INDICATED ON erlents for Southampton Town. � � z PLANS. b. Fa5ter&s Shall be installed at opposing ends of the wood -•1 7OK Q 23. STEEL FLITCH PLATES TO BE A57M-A5& AND TO BEAR ON WOOD P05TS AS Structura I panel. INDICATED ON PLANS. FLITCH PLATES AIRE TO BE BOLTED AS PER FLITCH PLATE BOLTING SCHEDULE PROVIDED ON PLANSi WHERE APPLICABLE. G. Nails shall be 12>d common or 12d box na i lS. z U 24. ALL FLOOR OR CEILING JO15T5 WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR d. Where screws are attached to masonry or masonry/Stucco � ® lU Ul OTHER MEMBERS ARE 1"0 BE INSTALLED IWITH METAL JOIST HANGERS. attached Utilizing vibration-reSi5tan g a t anchors havin " �- U 25. ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH J015T HAN6ER5. (� V 26. HOMEOWNER AND/OR CONTRACTOR 15 RESPONSIBLE FOR ALL REQUIRED minimum ultimate withdrawal capacity of 4lao pounds, Q INSPECTIONS DURING THE COURSE OF GOtN5TRUGTION. ARCHITECT IS NOT ,T OF THE CONSTRUCTION FOR WHICH FOR OPENING a \ / � � o RESPONSIBLE FOR CERTIFYING ANY PAR i�i�OT�G IT� Y E S f n (JI HE DID NOT VISUALLY INSPECT DURING GOONSTRUCTION, 1 D_ 21. ANY PILES MUST BE CERTIFIED FOR BE�hRING CAPACITY BY OTHERS LARGER THAN 4'X5t REFER TO O i- 25. ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLE55 NOTED OTHER^415E, DETAIL_ ON THIS SHEET D_ 3 lu 211. ALL PREFABRICATED TRUSSES TO BE EEN61NEERED BY OTHERS. OWNER OR CONTRACTOR TO PROVIDE ENGINEERING AND DESIGN CALCULATIONS. SUCH � �// Q CALCULATIONS SHALL 13EAR THE SEAL AIND 516NATURE OF A LICENSED 8,� V PROFE55IONAL ENGINEI=R. 50. CONTRACTOR SHALL FAMILIARIZE HIM54?ELF WITH THE PROJECT AND CONSULT WITH THE ARCHITECT WITH ANY DISCREPANCIES PRIOR TO STARTING ANY WORK. tttt 51. DO NOT SCALE DRAWI KSS. V 32. INTERIOR FINISHES TO BE SELECTED BY' OWNER. z 33. FRAMER IS TO ENSURE THAT ALL FLOOR MEMBERS DO NOT FALL DIRECTLY Cn BENEATH PLUMBING DROPS. 0 0 U 34. ALL EXTERIOR WINDOWS 4 DOORS TO MEET A MINIMUM DESIGN PRESSURE OF 50. 0 ]in fii'Is•: IilIf0 co 31 REScheck Compliance Certificaite Ul New fork State Energy Conservation Construction Code I N II:: -i RE5check Software Version 3.1 Permit Number 2x6 ON THE FLAT DOUGLAS FiR Dote filenome: CAProgrom Files\Check\REScheck\R)=PORTS MEMBER UNDER PLYWOOD PANEL ---I-T7F---r E:: --- ----II-T-Ir---Ir--- ---71-T-r-- :::: (,p ` i `a FASTEN EACH END OF 2x6 WITH "' " 11 i I II it II I II 11 11 II I I y I m TITLE: JOHN 4 JOANNE G,4LABRESE _ C61 8 X 4-1/2 SCREWS EACH END I 1 II a �1 II i II a 11 II I 1 C 7 CheG By/Dd4e I I II JL--_JL-__ II I If _ JAL---JAL==- tl I I O X N COUNTY: Suffolk STATE: New York - I 1 IF===��---��---7i I Ir=-=IF---�f II 11 I � ..a.. II II II I II p p II I I H 5150 "8 X 4 1/2" SCREWS 10" O.C. AT ALL i i ii II II II I II T , u it u l l DD' PLYWOOD EDGES I I u ii ii ii i ii a u I d o rl CONSTRUCTION TYPE: Detached I Family I I It __JL---JL_-_ II I II _JLJL__ I DOORS N a HEATING TYPE:Non-Electric NOT EXCEED A 4 X 8 DIMENSION 1/16 MINIMUM PLYWOOD PAN�� ��. �r__-�r---71 f 'r==- �r---��-- ,I I m u �; Tr., I I Ir--- II I I BEHIND u I I V1 0 DATE: e-14-2005 I I II II II u I a - ° _ ° ii i i 3 u u u l l SEAM 11 II u n I u "" ,►1r'► JL___JL=__ JL __JL==_ +� IJ� PROJECT INFORMATION: --i-1 E_====_ -=JjL1_IE=-=�___�-=Jjl-1-I--- rn ROOF 4'V.TR 2x6 ON THE FLAT DOUGLAS FIR r --I-T-Ir--- --- ----ir T-it---� ----�--- -T-I--- Q no T I JL---JL--- JL---JL--- Sri w SOUND DRIVE, LOT "6 �" �'-- - - MEMBER UNDER PLYWOOD PANEL i I 11 u I u II I I x Cno 6REENPORT, NY f - - - - - - I - - FASTEN EACH END OF 2x6 WITH i i i�===��---��---�li i ik===��---��---� Q 1 ! 1 ! (6)8 X � 1 I I; I 4-1/2 SCREWS EACH END I2• IIR' 12" 11 I/" 11/2• lII!1• IIIi IIIi aIIV2" IIIIII IIIIII iIIItI IIII III lIIIiI IIIIII IIlIIi IIIIII III II1 U0 d(LCOMPANY INFORMATION: IUa1RL- Ll . M II ° 11 MGDONOUCsH 4 GONROY P.C. ARCHITECTS POOL 08 X 4-1/2" SCREWS 10" O,C, AT ALL I I Ik===JAL---JL-__4I Ik=== 3160 EXPRESSWAY DRIVE SOUTH, SUiTE 200 we Lav wc. I Lav Lav rua I I II Jr---�(•--- II I II �r----fir PLYWOOD EDGES u u u I I II II a II i II u I 1 J O B N O. I 05-066 s` l/16" MINIMUM PLYWOOD PANEL TO i i i ° ° ii ISLANDIA, NEW YORk II'I'19 1�• 11/!• 11/1" 0 "I 2nd FLOOR Ul 2: 3' 3' 2• z• 3" NOT EXCEED A 4' X V DIMENSION I I IL COMPLIANCE: Passes _ - - - -- --i - -- T L CA. GA. Maximum UA = 10£31 I I I I I D A T E I Your Home ■ SC0 i I s• I , ---I-l---------------1--- -----1-I--- Your Better Than Code 111/2' I ! 1 2x6 ON THE FLAT PLYWOOD FIR . . MEMBER UNDER PLYWOOD PANEL S C A L I= :A 5 NOTE D Q 11 1/2, I 1 v2" 12' 11 1/7" 12" _T N ____�,- _•.,_ FASTEN EACH END OF 2x6 WITH Gross Glazing z Area or Cavity Cont. or Door Lav 1 we ewc pw PFo we --� Ylr rAn- 11 (C6)"8 X 4-1/2" SCREWS EACH END Perimeter R-Value R-value U-Factor UA Lav :I r E -I, - C, !! i C: 05-066 ' 10" 10" O.G. Ceiling I : Flat Ceilirg or Scissor Truss 3651 30.0 0.0 12g lot FLOOR TYPICAL 2" 3' 1 1/2' 3- Wall i : Wood Frame, lb" oz. 6310 ls,0 0.0 333 a OFENiNG FR.OTECTIVE.S �O� Door I . Glass 620 0,34 2l9 C.O. O 1 7 f 1 � LARGER Floor I All-WoodJost/Truss: Over Uncornditioned Space 3323 30.0 0.0 110 d' T�4,N 4 i X 3 i ---- SCALE: `y FA.I.r- 1/2" ■ 1'-0" C C 4" TO AGEWC H.T. L COMPLIANCE STATEMENTIThe proposed bEuilding represented In this document is consistent with the building plans, aFPRv'D.SYBTEM specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York Stat: Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed thi; page, they are! attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or spe: pifications are iw1 compliance with this code. I- L U M 5 I N G I 5 NOT TO SCALE SQUARE FOOTAGES- FIRST FLOOR LIVINC-z SPACE: 2,232 SF. 7 Builder/Designer--_-_-------------,---------------- Date------------- SECOND FLOOR LIVING SPACE: 1,518 S.F. TOTAL LIVING SPACE: 31810 S.F. AI GARAGE: 532 S.F. 1 C O M M E N T S : ISSUED FOR BASEMENT CIDERS yl N. 3-(0-200(0 REVISED:3-10-200fo GENERAL REVISIONS: 4-10-200( GENERAL REVISIONS: 12-12-200(o '13'-8" A GENERAL REVISIONS: 12-18-200(o 21-5 I/2" GENERAL REVISIONS: 1-II-2001 f- STEPPED FOOTING 2 TO I MAX. RATIO le)" DIAM. X MIN. 3' BELOW DESCRIPTION DATE G-TRADE GONG. 50NOTUBE5 28 TILT— CHECKED B Y ] T PIGP`L - - - - - - - — - - - - - - - - - - - — - - - - - - - - - -- - - - - - - 0 O 2x12 P,T, DROP BM�TRr .�.., — 1 f- - - - - — — - - — - - - -I � I DRAWN BY , 2868 DOOR AS — I U 12 EO R 8 MAX. _ I I cn MT '1/5" DIAM. ANCHOR BOLTS I PER BUILDER 1 V RI Y I FI L 0, I m CORNERS ONLY WHERE SHOWN I I VERIFY R.O. W/ BUILDER ( It H v v SEE 5 / Al2 I i 4" RAISED STEP I - — — -- — r — — ,- r- �' %/i�iiiiiiiii/i/,//%ii, /iii%%/,I iii/%ii� %�//i%i/a// " %iio, I 4" STEP UP j c0 Q- z o " a i i I „ N w 2X8 PRESS. TRTD. LEDGER, LAG TO HOUSE W/ 1/2" LAGS, I6" O.G. TYPICAL N I I I I I I Z 0 HOLD TOP OF WALL 4" ABOVE 5LAB I I � _— — —_— -I pil — I— _— O — — = J I W/ 2X8 PAD E30LTEO TO -OP RDEANGE I I I z /' - - -I- - -1 - - 1- - -1- - -I — - - - - - - - J� I j l �� / HOT FURNACE t / y / I WATER I I &ARAC7E SLAB DIAM. ANCHOR BOLTS I I I WI H (ox6-DI.O/�O NNM OVERB I I z PROVIDE MIN. 100 S.F.5F I _ O / CORNERS ONLY WHERE SHOWN ( I 5/8" TYPE "X" GYP. BD. w V I I WELL COMPACTED 501L - I O (k SEE 5 / AI2 I I ABOVE FURNACE B WATER HEATER O I PROVIDE 1/2" PERIMETER I-' J } �/ Oi ltl I EXPANSION JOINT d SLOPE TO OVERHEAD DOOR I I U U Ill � STEEL COLUMNS I 2" I i "' I ( DROP TOP OF WALL AT aj O I OVERHEAD DOOR LOCATION l 5EE A5 1 I i p i I I FOR SLAB OVER I I I UNEXOAVATED I i d a� o' I I L 4" POURED GONGRETE 5LAB � p I �. I WITF+ 6x6-I.O/I.O WWM OVER I ( WELL COMPACTED 501L I I rt = w I STEP FOOTING TO MAINTAIN I I 5'-0" MINIMUM BELOW J ' x ( GRADE (STEPPED 2i I MAX) 1O i7 I a'-10" I — I 12 -O" I �,, 2 O -I V - I- \ % tu HOLD TOP OF WALL AT GRADE I :'s ,. — - - - - - - - - - - - - - - - - - - - - - - Lu — �t BEAM POCKET20'-I I/2" I N tV r m \ ( I TYPICAL t I I �t ty < 1� > J W 12 X 40, DROPPED GIRDER W 12 X 40, DROPPED GI DER _ O ., �- — — — — — — — — — — — — — I w/ 2X8 PAD BOLTED TO TOP FLAN E 2X8 PAD LTELD TO TO FLANG i I i! , —if 7 U) e_oI N V (- - - - - - - - - - - - - - - - t s —1�17 t 1 51/2" 5TEEL COLUMN ON I I� # O ' I 56" X36" X 12" POURED I I 5'-a (/2" I w Q I TYPICALOOTING �--- �- I t w I _! z of I a 1/2"� n �l w a p ( .� 0 0 I I I 0 a I BASEMENT I I— - - , LU - cvl I s I�z"xn -r�8' m � I A.P.B.,FLVSH_ Ci7 m ■ Z 4" FOORED U ( tu I� —POSTS FROM ABOVE ' W/ 6X6-I,O-GOO CONCRETE SLAB i 14'-O" m 0 w I I I I 0� SHONN FOR REF. ONLY OVER 6 MIL VAPOR BARRIER I 10 > �-- v I I ON TOP OF WELL COMPACTED }- , Qw-, O t l I t t r 0 t j t SOIL. PROVIDE 1/2" PERIMETER dJ 0 I I Q I wLu EXPANSION JOINT, r p , ) O i I o N I I I I� OL I I ^ 11a r r I .fl m i i 0- Q t . !.—� Z I I m �' 1 3 ° 9 _ %I ! o N q Ck �- "� i , o (Q u,i -so Z I � 1= Ow In = X X ' A5 REOUI ED AT 2b PROVIDE 6ALV. 20 AY5 _ ( (= UTILITY WINDOW LOCATIONS I c� ( _ I _ <i �r ri t r t (TYPICAL) 1 PROVIDE DOUBLE BOX I 0 a BEAM OVER ALL I i- NI I ( I BASEMENT WINDOW5, TYP. z pl- I Xt �� t - - - - - - - - - - - - - - - - - - - - - -J I o �I I I I . I "`�' Z oii �I ! � � m I - - — — `" - - - — - - - - - - -- - - - - -- - - - t- - - - - - -�J - - - - -- 2a2o uTiLIrY- - - -- - - - - -- o ;. i - - - - - - - � - - co = L_ _ - - - - - - - - - - - - - - - - - - - - - - — - - - - -� 5" d. N H v —� _v-h r —I j �- — — — — — - / DIAM. ANCHOR BOLTS _ I I UNEXGAVATED I I \ / CORNERS ONLY WHERE SHOWN M M lli . _ _ - - - - - - - - - o Z 4" POURED CONCRETE SLAB 2" LEDGE FOR I j I / SEE 8�Al2 WITH bxb-I.O/I.O WWM OVER GONG. STOOP M I - — — — — — — NELL COMPACTED SOIL '1/5 DIAM. ANCHOR BOLTS - II CORNERS ONLY WHERE SHOWN �JEE S AI2 I-- d L — — — — / PROVIDE WOOD OR GONG. AREAWAY„ ,„ AT E6RE55 WINDOW56 J 5'-u I PROVIDE GRAVEL BASE FOR DRAINAGE L - - - - - - -- - - - - - - - - - - - - - - - - Zm - - - - - - - - - - - - - - - - -- - - - - - - - - - H - z HOLD TOP OF WALL AT GRADE 8:0 Q. U. 1r/. 7rf O t� 4'-2" 2'-11 i/2" 8'-6" I'--I" 21'-'1 I/�" 2'-O" 6'-0" 2'-0" 5,-a 1/2" J JOB NO. , 05-066 I= CUN ::� A71ON / 5ASEN� EN7 FLAN SCALE- 1/4" = 1'-0" DATE , 3 -0(0 IL NOTE: ALL FOUNDATION WALLS 10" POURED GONG. KEYED TO A 8"xl6" POURED GONG. FOOTINGS UNLESS NOTE`.D OTHERWISE. SCALE sA 8 NOTE D O FOUNDATION WALLS TO BE HELD 6" MIN. ABOVE GRADE N07E : ALL FOOTINGS SHALL BE 5'-0" MIN. BELOW GRADE, STEP FOOTINGS AS REO'D. TO MAINTAIN MIN. DEFTHI z O SMOKE DETECTOR PROVIDE 1 W4" X 11 'V8" LVL RIM J015T5 AROUND THE ENTIRE PERIMETER OF HOUSE. 5/a " DIAM . ANGHOR BOLTS 1-- A.F.B. = ANTHONY �'Ol�lEi� BEAM 2� " 0 .0 . T`i'i� I GAL SEE DO NOT SOALE PRAM NGS .µ AR�y/T tt o DETAIL. 4 SHEET Al2 Or NEE* 5 l� z Lr .z A:2 ,0* 15 I C O M M E N T S ISSUED FOR CONSTRUCTION: 3-6-200(o BASEMENT GIDERS REVISED:3-10-2006 GENERAL REVISIONS: 4-10-200fo 7 GENERAL REVISIONS: 12-12-200& GENERAL REVISIONS: 12-18-200% GENERAL REVISIONS: 1-II-2001 I- z L� DESCRIPTION DATE ] C H E C K E D B Y Q 21'-II" '7'-"f I/4" b'-O" '1'-3 8/4" 14'-t I/2" DRALUN BYr 3'-*7 1/4" 3'-8 t/2" -I'-3 1/2" MT M z I --- -_ ,.— 9-3052 t� Q_ to D AN 12 O. -zI- I - ' ® 3 1/ " MAX 5065 z N o DGK BREAKFA5T o T MAHOGANY O k -1 4" STEP UP 36' MIN. OPEN RAIL � W h NOT PERMIT A 4" DIAM. 0 30611 FRENCH SPHERE TO PENETRATE jy O HEAVER 50HEDULE fi ALL MATERIAL FOR WOOD FRAMING TO O O Z HAVE A MINIMUMfb OF 825 P.5.1. (2) 305 N (2) 305� i' :X >- U NOMINAL LUMBER SIZE: SPANS: ONE STEP DOWN I IX 0 n" I I U 0 \ u UP TO b'-D" TNO GAR 6ARAlSE il m INSTALL 5/8" TYPE "X" FIRE RATED yr jj� / 36" PREFABRICATED WOOD E`URNING `r I GYP5UM BOARD ON WALL5 a O N U (2) 2XIO 6-0" TO 8'-0" I I CEILING ADJOINING LIVING SPACE O METAL FIREPLACE TO BE U.L. 'L15TED I q (2) 2XI2 b'-O" TO 10'-0" // AND CONFORM TO N.Y.S. ENERGY m CONSERVATION AND GONSTRIUGTION I - POSTS SHALL SE 4X4 (NOMINAL) UNLESS CODE - PROVIDE F.A.I., HEAR1rH AND I k < i- Q NOTED OTHER:WI5E. _ SURROUND TO CODE. FIRESTOIP CHASE I x 12" DIAM. FIBERGLASS it 8'-0" O.G. VERT. W/ NON-COMBUSTIBLE I - DW O n cn U cry *NOTEr ALL SIZES GALLED OUT ON ANY OF I COL. COVERS BY HB 4 G -1 MATERIAL Q rl)® ul THE FOLLOWINIG DRAWINGS WILL SUPERGEDE I \� 0 Q 32 METAL INSULATED DOOR n/ I STOVE WITH 5ELF CLOSER ("0" LABEL) wtu U THIS SGHEDULEE. I I - PROVIDE STEPS WITH RAIL z ui I GO� iD i�'ORGH GREAT ROOM x TO GARAGE SLAB AS REO'D. w iv5 N I BLUE5TDNE I ❑ x O nIra - L�EC� i`tI? A�3 lIATION5 ILu 51 NK 1 �� a Ill DENOTES 2x6 I `9 I I PROVIDE PAN W/ FLOOR x ' z I 3' -(OilX qDRAIN LOCATION I AND VENTILATE DRYER TO n, HIGH WALL 1 r � S 24 .9 l� FRAMED WALL I IL I ISLAND I DN, - THE EXTERIOR uj DENOTES LOAD z BEARING WALL N 12" DIAMETER DENOTES HIGH OR �; \\ DECORATIVE COL. - LOW PLATE I p I O O \ ►n T CH �I ►- i Q DENOTES POST \ I/4" 0 I FINK I I POUT Q _ c YOTHER 2a W i - i z v DENOTES POSTED 13 0 LOAD FROM ABOVE - K ' r' , x ❑ - - -+ - ❑ 45" ARCHWAY 48" REF. x I •Tll (� lu v ABW. ABOVE :; I'-O" - - - - - R 5 - - - - :. � _ A I H m N 0 _ _ I - - - - Oi /�'-7' 3-4 I/4" 4'-5 I/2" 3'-6" 10'-2 I I/4" -' 1 4'-6" 5'-3 I/2" 4'-6" � 5'-3 I/2" I u.l n/ (� A5F ABOVE SUB-FLOOR in ,� N - — 1�2 �� 5'-6 1/4" �I --------- Q BOT1T. BOTTOM _ _ _ pwDR. I I PROVIDE 2868 INSULATED , ® m o o I xu<j 4 BASEMENT DOOR: U1 L j L8" ARCHWAY cn k 2 2 4L SHOWER 2B.W. BEARING WALL m I I i, - - - - BID., 0 BIDET �y W.G. LAV. m i 5'-O" 2'-O" GLNG�. CEILING - -- - - - _ - - - nnrr �- 1� D. DRYER O 28 I --� ® O lu DIAM1. DIAMETER ' Q D.O. DOUBLE OVEN ry - '- N F 0 )0 E I I I 2=0" O D.W. DISHWASHER (OPEN TO ABOVE) ] 0 � I I t- EQ. EQUAL V0 GUE5T ROOM P ° � N- to OLO FL.. FLOOR JUNIOR 5UIT O oII2 5TUPNr PINING ROOM :. GAL�V. GALVANIZED N c�Y 4 54" MIN., 55" MAX. HIGH I ' u 'i '�' O OPEN RAIL NOT TO PERMITtu HDRZ. HEADER �9 T Q 4" DIAM. SPHERE TO PENETRATE I I = (� ;lir ((1 T ;;: i (� _ N I ;:::::.. o � � HDRIIZ. HORIZONTAL v mt 0-4 10 LVL LAMINATED VENEER LUMBER T T z LAW. LAVATORY to z I I 2 O <Q MAS. MASONRY _ _ m Q UP I6 E I _ ' ry LW tS N .• m z (q ® 8 I/4" M X. I O x c'n M.G. MEDICINE CABINET � .y �y 3-3052 m r r r r •.w (� PEP. PEDESTAL !V tll ° °_ I Y� N Q.PARALLEL STRAND 8 PSI-- LUMBER �12R)ELI'OVHT5(2) 12 ..� N qw k N > p' P.7. PRESSURE 2-5052 I p v I �r0� , 00 o PRE5ERVATIVELY EN'TI` I I 3452 •o TREATED ' I BLUE TONE � ; R. RISER (5) H n 0 (' m R.P, ROOF RAFTERS O - - J— - - - I I �J j - - - - - - ROD d SHELF 3_q' Ck w 3-q 12" DIAM. FIB RGLA55 M R.0, ROUGH OPENING I COL. COVERS BY HS b G I STL. STEEL S. SINK TYP. TYPICAL J O B N O. r 05-066 IlI I VER'.T. VERTICAL / DATE ; 3-6-0�0 VERTICALLY VIF VERIFY IN FIELD u W, WASHER 1/2" SCALE :A S NOTED -'T 3/4" W.G. WATER CLOSET 24'-B 3/4" 2'-O" 6'-O" 2'-O" 3'-q 1/2" G: 0 -066 ' I'7'-I" o I R5 T F La L A N NOTE: ALL WALL5 2x4 @ 16" O.G. CONSTRUCTION, UNLE55 NOTED OTHERWISE ®DENOTES HARDWIRED 5MOKE k CARBON MONOXIDE DETECTORS A5 PER SECTION R31-7 GAF NY STATE CODE, TYPICAL. ALL INTERIOR DOORS TO BE -70 UNLESS NOTED OTHERWISE z z C O M M E N T S ISSUED FOR CONSTRUCTION: 3-6-2006 BASEMENT GIDERS REVISED:3-10-2006 - GENERAL REVISIONS: 4-10-2006 GENERAL REVISIONS: 12-12-2006 GENERAL REVISIONS: 12-18-2006 GENERAL REVISIONS: 1-I1-2001 1- z DESCRIPTION DATE CHECKED B Y u O 53'-2 5/4" D R A UJ N B Y s Q a'-b" .20'-2" 6'-O" IO'-I 15/4" 8'-?" 3'-10" v LINE OF WALLS BELOW MT 3'--1 I/2" 3'-'I 1/2" 1 V-6 1/4" 8'-10" '4 1/2" 4'-3 I/2" — - — Z I U � 1 � II � Z t GXW23 TEMPERED ( }- I I u ( 2'-0" I cn WHIRLPOOL cn FLEX -FRAME = RE . ELEV O O FLEXI-FRAM = REF. ELE' TUB m -------- I I = �a ( i 'Lope _LOPE �- LFIRE STOP EVERY (� b b a' VERTICAL O 2 2 in '4 I - - - - -LI- - - - - - -( LAV. BASF SHWR. I LAV. I MASTER y w.G.1 1 � I I q MECH. VENT. N 1 I I f3A'�H TO EXT. r1 - FLAT I�' a l r LOVE FLAT 5LOFE O 8-I I/8" A5F ( 5 LA 1 � — � I I 1 5FDRccm #2 I o ( 4 2 POCKET m I N i I OPEN TO GREAT ROOM BELOW ^ — — — �� �•ti• it Ua I I 1 �r 4'-5 1/2" 6'-1 1/2" LU EPDM ROOFING WITH ' R i w 1 MAHOGANY DECKING r FD ' 't ON SLEEPER SYSTEM IF / — s — — — — — — — — \ ® a' 1 I/a ASF i o 2 2° DRAIN TO SCUPPER 56" MIN. OPEN RAIL il; li 2 �AGGIESS , .■ NOT PERMIT A — I'-S I/4" SPHERE TO PENE'TRAT'E Ij W.1rCi. MO. SHOWER W.G. -----_--- --- -----_--- \O O 3 5.R.0. N CA 0 1'-0 1/2"' O a 1/2" ' -mow � BATH - I I I 1 I �� I I I I N m � K � � � -3 12' 4'-� I/2" 24 5'-2 I/4■ 11 N I BRIDGE 1 i I 11 30 �, m ( l 3b / I I I w � � �" a I F� I I I ® Q o (� R. �_5____ I/2' SLOPE I ® tI' A5F ( SLOPE F -l i O � l�- LAV. I I I v _ 5GU PE N:26 SLOPE FLAT W9 11' A5FSLOPE Z DLv - - - - - - - - - _ /K O L11 N I 1 - I \OPEN TO FOYER BELOW I I I I 1 m I (�/ Q I I Q 1 I I I 10 I S(TT I N G01� REDS A 54" MIN., 35" MAX. HIGH OPEN ( I I 3° RAIL NOT PERMIT A 4" DIAM. I ( I TERRAG ( �0 1tt rLr'AT I � I SPHERE TO PENETRATE 1 I I I 1 / V 5-P C SLOPE O I ® 10' ASF 1 Z I 11 3 I Lo :11 .r M�5T�i, B�Dfi'00M o u 36' MIN. OPEN RAIL 'd" 0 NOT PERMIT A 4" DIAM. „z I i SPHERE TO PENETRATE I 1 I _ > . !! I i - T71 I I - - - - - - - - - - - _ liiil ?€I O i .I. il. N m 1: In m z to 2030 OVAL � -� - - - - - - - - - I I � 203 OVAL � � Icv j t z d 1 I 2-3046 W/ CUSTOM c 1•� ARCH ABO�JE o x I;to LH 0.0 3-5046 WITHCUST z SEE ARCH Z. W 3 I 1 I y y II .01 t� I �' W 0'� O Q I'-I I I/4" p� M 4'-3" 4'-3" Q'-q" q'-q" 5'-2 5/4" 5'-2 3/4" 3'-6 3/4" 6'-4" 7_p` 2" 8'-6" -1 5/4" 19'-6" 4q'-6 3/4'" 14'-4° JOB N O. r 05-066 Ul B G C I �+ FLOOR F L A N SCALE: 1" = 1'-0" D A T s 3-6-06 NOTE: ALL WALLS 2x4 0 16" O.G. CONSTRUCTION, UNLESS NOTED OTHERWISE SCALE s,46 NOTE D 0 (D DENOTES HARDWIRED 5MOKE h CARBON MONOXIDE DETECTORS A5 PER SECTION R317 OF NY STATE CODE, TYPICAL. Z Cs 05-066 _Q I— RED ARO fin• 01963° �� �TFOF PdEW�Q� �-�` z z _ —r ' 15 C O M M T S 165UED FOR CONSTRUCTION: 3-fo-2006 3 BASEMENT GIDERS REVISED:3-10-200(o GENERAL REVISIONS: 4-10-2006 GENERAL REVISIONS: 12-12-200(o d z GENERAL REVISIONS: 12-18-200r0 `- GENERAL REVISIONS: 1-11-2001 z DESCRIPTION DATE CHECKED B Y : 0 (2) 13/4"Xq I/2" HDR. 2X4, 16" O.G. KNEE WALL ABOVE DRAWN B Y : MT ATE SLOP I NGL NALL ai F- 1z x' O O ' o N Q O — z N m 0 1z ll( v I N Z 5 1/4"x1l 7/S" A.P.B., FLUSH BEAM -' _ — — _— - _ z USE APPROVED METAL �- — — — _ — — — —JOIST HANGERS —1 � 111�1/8" TJI 360 FLO�R JOISTS I � O � Q 12" O.G. III _ 5 1 DROPPED A.P.B. cn I i v _ — — — — (5) 2XIO HEADER (_3) 2XI0_HEADER _ _ _ 5 1/4" X 11 'US" A.P.B. FLUSH I - - - - BETWEEN DOOR 8 �/4"Xil 7/S" A.P.B., FLUSH BE�— — ��-- - - - d (5) 2X10 HDR. ,� 0 p NI, DON ABOVE II II Z � 5 I/4"xi 1 7/6" A.P.S., FLUSH BEAM P' 1 X II II II w �- R SCHEDULE v a i t I T- U u HAD II u � ALL MATERIAL fFOR WOOD FRAMING TO _ HAVE A MINIMUM4 fb OF S25 P.SJ. �\4� m p i i I (2) 1117/5 JI 560 FLOOR/GEILING JOISTS d U i.0 NOMINAL LUMBEFR 51ZE: SPANS: m o , x as z III II w . (2) 2X8 UP TO b'-O" Q _ I I> (N Q " p I z I 117/8 TJI 36o FLOOR JOISTS I I I I O 1 m (2) 2XIO 6-D TO 8-O iu 11 7/8 TJI 560 FLOOR JOISTS 1 0 I [Q Q r 12° o.G. x OPEN TO ABOVE 0 16 O.C. I I Q tu EXTEND 24" OVER BEARING WALL Ul (2) 2XI2 a'-o" To Io'-o° POSTS SHALL 1BE 4X4 (NOMINAL) UNLESS p NOTED OTHERYNISE. - ' ' FURR DOWN CEILING FOR DOUBLE m B I SOLID POST, TYP. I I� I Itu uI LAYER OF R-50 INSUL. 5EE 5EGTION B IO dJ I I w I- *NOTE: ALL 51 ZEES GALLED OUT ON ANY OF r � I � I I� THE FOLLOWING DRAWINGS WILL SUPERGEDE 5" DIAM. STEEL COLUMNS Q = I {, I IQ I I ,tt THIS SCHEDULE:. TYPICAL O ry X I� K ,� � ' I I z Q LEGEND ABBREVIATIONS e 5 I/4"x11 7/8" A.P.B., FLUSH BEAM - ---e-- m I ' X DENOTES 2x6 I m i o_I I I Im FRAMED WALL y 3 I/2" X II — A.P1B., FLUSH �_ I 5 I/4" X 17/S" A.P.B. FLUSH X Z O DENOTES LOAD — _— _— — — — — — ;° _ _ _ _ '� -� � m O tu BEARI NG WALL z DECORATIVE DROQFPED ARCH — — — — I I z DENOTES HIGH OR p I I _ r- m j I I ,F\ 7- O O LOW PLATE I I X II 7/8" TJI 560 FFLOOR JOIST 3-1-1 IILu _ _ z ® DENOTES P05T N I I N Q.;I I ill - - - I I L^] U DENOTES P05TED m i;1 u- - ® LOAD FROM I I N y f j F` x x R y _ — 3 I/2 X I 17/8 A`FP.B., FLUSH _ DECORATIVE DROPPED ARCH it ABOVE IX 5 I/4" X 11 7/8" A,P.B., FLUSH �, � � O Q ABV., ABOVE p 1 A '� jl Q ff^^ (\ OL ASF ABOVE SUB-FLOOR O , I Q I I �' I 1 3 4"Xq 12" VL'S 8" I O V, Q I T-I / / L O. . RIPPED ('� x I _it FOR DRAINAGE, � 1-1 i- BOTT;. BOTTOM _ —SLOPING WALL I' Q I I I i x SEE SECTION A / AIO BEARING WALL hl I u- p BID. BIDET I m III l I \� O II 7/S" TJI 360 LOOK JOISTS OPEN TO AIBOVE I�Q I I �'' i QGLNG. CEILING 16" G. 1 -' r I I I I[A I I D. DRYER __ ., 1� DIAM. DIAMETER \ , V r Ilit 5 1/4" X II 7/8" A.P.B. FLUSH I�I it 'Va TJI 360 FLOOR JOISTS !, z D.O. DOUBLE OVEN 11= X I I 16' O.G. (Y I x EXTEND 24" OVER BEARING WALL J Q ; D.W. D15HNASHER m -------1 I N mI1I „';I I II 7/8" TJl 360 rLOOR JOISTS 0 0 Lo I� _I I h' I 16" O.G. 1 x I d' O Ea. EQUAL a I l m m l l ui;l I I Ct� z FL, FLOOR GALW. GALVANIZED X II1727, cV „ (2) 13/4 Xa HDR. '�' CV HDR.. HEADER r (2) 13/4"Xq I/2" LVL, HDR. 5 1/4" X it 7/8" A.P.B. FLUSH z HORIZ. HORIZONTAL aj z LVL LAMINATED VENEER 11 7/S" TJI 360 FLOOR JOISTS c .. LUMBER (2) 2XI0 HDR. = I d< +gyp _ - +�0 u I, I6" O.G. , - ...�y�------'����---- 0 x v� LAV.. LAVATORY " I O� (2) 2X10 HDR. 0 "`I I d E '`'I ' sa L `< '( s MAS.. MASONRY x�l, _ _ 5 1/4"xII_7/8" A.P.3., FLUSH BEAM_ _ I x J Q to lu M.G. MEDICINECA51NET NtLL - - - - - - - - - - - - - - - - - - - - - - - -j Q FED.. PEDESTAL m m 0 c PARALLEL STRAND 5" DIAM. 5TEEL COLUMNS z P5L LUMBER z P.T. PRESSURE � � CL m uj RISER (5 PRESERVATIVirLY 5 COI Z+ FLOO I '•� FRAMIN16 LAi � oSCALE: I/4" = I'-O" �, M� R. RISER ) .::::.:.... R.R. ROOF RAFTERS NOTE: PROVIDE SOLID BLOCKING UNDER ALL POSTS DURING FRAMING 4 PRIOR TO LOADING OF UPPER LEVELS. R. 5. ROD 8 SHELF A.P.B. = ANTHONY POWER BEAM R.O. ROUGH OPENING JOB N O. : 05-0G6 uj STL. STEEL • 5. 51 NK D T E r 3-(0-0(0 F- TYP. TYPICAL :SCALE :AS NOTED O VER'r. VERTICAL / VERTICALLY C: 0 -066 z VIF VERIFY IN FIELD n U W, WA5HER W.G. WATER CLOSET O � •f �e t✓a > � a, r Y z -z A5 ' 15 C O M M E N T 5 ISSUED FOR CONSTRUCTION: 3-6-200fo 5A5EMENT GIDERS REVISED.3-10-2006 GENERAL REVISIONS: 4-10-200(o GENERAL REVISIONS: 12-12-2006 GENERAL REVISIONS: 12-18-200ro GENERAL REVISIONS: 1-11-2001 I- z DESCRIPTION DATE [] CHECKED 5 Y U 0 DRAIUN BYMT . z I w z (2) 2X O HDR. z -j ( +- �� I 2X6 G.T. I p a� — 16" O.G. (5) 1 5/4"XQ 1/2" LVL, HDR. (5) 1 514"Xq 1/2" LVL, HDR (2) 2XIO FLUSH BEAM i 4 SLOE P HEADER SCHEDULE (2) 1 5/4"xa 1/2° LVL, HDR. Q z = Q ALL MATERIAIL FOR WOOD FRAMING TO r � HAVE A MININ"UM Pb OF 525 F.S.I. �42- I \\ I� F LSE I I O (L I- �o, , 11� 1 flu I I v O u NOMINAL LUMBER 51ZE: 5PANS: ij'f' I 1. - ._,_ - - ._ - .- - - - ,/ RAFTERS FLAT I U 16 O.G. I ® 10 ASF F- (2) 2x8 UP TO 6'-O" l� (� I I m u) OQ d, I 2XIO ;FILING JGI5T5 >� U I �? I = O v p N I " O C. �' Q 16 1 J II I O I z O tL r @ 10' ASF I' (2) 2XI2 8'-O" TO 10'-O" ® a_FL Ate► 15LOPE - FLAT SLOPE u J = Q I III 11 ( ® 10' A5F I uj fQ POSTS 5HAL.L BE 4X4 (NOMINAL) UNLESS �y v cVQ NOTED OTHE°RW15F. T I - I I O tL I 41 J I III Q �( - x N NOTE: ALL S>IZES GALLED OUT ON ANY OF p 2X6 GJ'S ,I 4 :tl - ex THE FOLLOWIING DRAWING5 WILL 5UPERGEOEact.,X 16" I Z THIS 50HEDWLE. N, I i wv I = it z I PID- D _ I uu ry <� I -, J � m l I O I ,I � � LEGEND 4 ABBREV I ATI ON5 I N I Q w tu _ _ _ _ _ _ _ w DENOTES 2x6 �-} II - w I 2x10 CEILING JOISTS V FRAMED WALL Oy I / FLAT , \ ® SS'-I I/8" ASF I X II'-II I/4" �Q t o (2) 2X10 HDR. SOLID POST 816"IO O.C. UJ DENOTES LOAD n,exr 1 .. < (�J I BEARING WALL 2X4, I6" KNEE WALL it ix- �' TO UNDERSIDE OF - - - HIGH CEILING JOISTS I' BEARING WALL (3 2 x 12's DROPPED Z O �- O 1 '.p•—_-.�-5 I/4" x I I '1/8," A_P B L FLUSH @ f8'-I I/8" ASF - - - - l � - -• _- _ -_- - - - - J� DENOTES HIGH OR F O LOW PLATE DENOTES POST 2xS CEILING JOI S Q Q I I I I I I Q O DENOTES POSTED ti I6" O.G. I I I I Q to ® LOAD FROM ® S'-1 1/5" ASF I 100- I I K I I I I^ JU �= ABOVE I i ry Q I 0 I li I I I o - Z u tu AB3V. ABOVE m I FLAT I i' I ;;',' I I 1 -- 0 1 1 L —� �! 'I I SLOPE C� ASF ( Ar_,.F ABOVE SUB-FLOOR I _ I SLOPS w I ( o d ;. I QBBO.VWIT.T. BOTTOMLu SLCPE II �FLAT' II SLOPE BEARING WALL 0 / ! 7 _x O a 1 -� BI©. BIDET i GLN46. CEILING I III I I D:. DRYER i 0) 0 . I I ! I I I I I Q Lu DIAiM. DIAMETER 2x10 CEILING JO 5TS m 1 A �� I I 12" O.G X ., (5 11' ASF ly Q IQ ,On In I rv/ (2) 2x6 STRONGBACKS DOUBLE OVEN I =III I I j v/ v Z I I I' AT MID-SPANS O DISHWASHER SLOPE FLAT I 5EE SECTION A / AIO SLOPE I III I I O.VN. 110' A5F I ii' I i X BEARING WALL 3 2 x 12's I I I I tt N DROPPED V EC2. EQUAL I tf 2x10 CEILING JOISTS -r 'I II 2X6 FALSE I as _z I 16110.0. I I 2X4, I6 KNEE INALL I ;:;t. O Lo ;';III FIL. FLOOR @ 10' ASF TO UNDER5IDE OF I RATERS I , ; II;€11 Ii!! 2X6 FALSE I HIGH CEILING JIO!5T5 12" O.G. O `...,:,. :... U GAILV. GALVANIZED I �_ RAFTERS '' I SEE SECTION A/% `O I I I ,;;;::I d■ O I6" O.G. ° • HDR. HEADER L - - - I i I 11 HOIFIZ. HORIZONTAL / w- - - - - - - - - I I I I I III! O •:.`•:.'i c a • ■ N uj LWL LAMINATED VENEER / \ I I ! I i _ '> Iii ;:.;I- LUMBER N (2) �/4"Xq I/2" LVL, FLUSH I is - - _ - I - M z LA�V. LAVATORY = I (2) 2xI�HDR. (2) 2X10 HDR. /(2) 2X10 HDR. (� O i o ,, M*5. MASONRY - Z (2) 2XI0 HDR. I MEDICINE GABINEr LL. PE°D. PEDESTAL PARALLEL STRAND _ PEBL LUMBER - - - O N (2) 1 5/4"X 11 1/2" LVL, ``:'R. ' P.'.T. PRESSURE ABOVE ARCHED �- PRE5ERVATIVELY o z TREATED �•■, m RL. RISER (5) Q. ROOF RAFTERS ' Cl w R. 41 S. ROD S SHELF lL R.I.O. ROUGH OPENING 577L. STEEL S. SINK T1"P. TYPICAL 5r=-C s/ I �� f=L00R G� I L I I IS FLAN JOB N O. : 05-066 SCALE: I/4" = I'-D" VEIRT. VERTICAL VERTICALLY NOTE: PROVIDE SOLID BLOCKING UNDER ALL P0575 DURING FRAMING D A T 3-6-06 �- PRIOR TO LOADING OF UPPER LEVELS. IL V'IF VERIFY IN FIELD A.P.B. = ANTHONY POWER BEAM ISCALEsAS NOTE D O YN. WASHER Z W..G. WATER GL05ET C, 05-06G Q may- k u ty t tt Z -z A& o f 15 FTC M ME N T• S:, ISSUED FOR CONSTRUCTION: 3-(0-2006 BASEMENT GIDER5 REVISED:3-10-200(o GENERAL REVISIONS: 4-10-200(o z GENERAL REV151ON5: 12-12-200(o 4 GENERAL REVISIONS: 12-18-2006 z GENERAL REVISIONS: 1-11-2001 F- z ItI-j DESCRIPTION DATE GNECKED .5 Y U O DRAWN BY : MT %Z z u O o �y K y ?- HEADER 50HEDULE I IL � 2XI2 RIDGE A W D LL MATERIAL FOR OO FRAMING TO P I � + HAVE A MINIMUM fb OF 825 P.S.I. I U } NOMINAL LUMBER SIZE: SPANS: z I6" O.G. 16" O.G. (2) 2X8 UP TO 6 IF '-01, I 12 , G.T.'S _ z " D. (2) 2XIO 6'-0" TO D.-O.. Ill _ � � (2) 2XI;! 8'-O" TO 10'-0" POST HIP5 0 P05T5 SHALL BE 4X4 NOMINAL) UNLE55 NOTED OTHERWISE. \ CRICKET ( I I Z = 0 *NOTE, ALL SIZES GALLEID OUT ON ANY OF N \_ k- THE FOLLOWING DRAWINC65 WILL SUPERGEDE X _ O THI5 5GHEDULE. \ 2XI0 COLLAR I TIE , 12 O.G. }- I I�— PROVIDE 2X4 KNEE ALL U U \Ya I I WTO UNDERSIDE OF R.R. � A aJ � I LEGEND 4 A55REVIATION5 (�ds� \ Q 2 X 12 (ROOF RAFTERS, 12" O.G. I I �' A \� �, V I I I X 6 ROOF RAFTERS U R DENOTES 2x6 16" O.G. ��i��`\ Y� u 0 2: 12 ��t�`�\ �p +! FRAMED WALL n/ 2 X 12 ROOF RAFTERS, 12" G. BI„1 AT SWOOPED ROOF IL. DENOTES LOAD 10 I R. \ \ E,t�P �,• O RAFTERS TO BEAR ON W/�(I�L BELOW BEARING WALL _ I 12" O.G. RAFTERS 4 16" O.G. RAFTERS x �d I TO MEET OVER THIS WALL DENOTES HIGH OR �Q �0�4 \ 0 N ( TALL RAFTERS O THIS WALL TO BE STRAPPED LOW PLATE `� �� ® DENOTES P05T \� oQ����C \ Ill �y� \ �\ �Q' ,�� ( 2 X 10 ROOF RAFTERS, 16" O.G. III � 5EE SECTION A/AID DENOTES® LOAD FROM STED �.�y4 \\cr GAN LEVER LVL P5 /- ROVE `�G \ OVE THE POSTS O M . ABV. ABOVE ASF ABOVE 5U5-FLOOR ry� \ I —THIS ROO TO BE 5W00�I V � BOTT. BOTTOM �� I FRAMED OV THE MAIN R F ,,n••• (5) 2 X 10 RAFTERS B.W. BEARING WALL O BID. BIDET ALIGN FA5GIA5 w �. ( 0 ❑ 0 2 X 10 ROOF RAFTERS, 161, P�n� GLNG. CEILING .G. \ \\ \ \\� MAIN RIDGE � \ � � � Z z DRYER u\��� I \ -�• _ DIAM, DIAMETER 0\ U1 .0 N � ., Lu D.O. DOUBLE OVEN OSTS X \ I O} P 0 - - < J J J Z u Q PIGAL x\ I � � a- lu D.W. DISHWASHER \\\ V 2 X 12 RIDGE �i� � Lu EQ. EQUAL �� Q FL. FLOOR \u UI GALV. GALVANIZED � �: x - HDR. HEADER cv � , p. I� -� • O O— LU al HORIZ. HORIZONTAL n ..,. Q �� (X 2 X 12 ROOF RAFTERS, 12" O.G. . lu ZAK% w LVL LAMINATED VENEER iN �q x �o Q LUMBER \ (�� 10 COLLAR TIES, " O.G. �� z LAV. LAVATORY �Jry \, ❑ - - ---4 ,tt MA5. MA50NRY a� �Q' a� BW Qr 2 X 12 IROOF RAFTER, 12" O.G. I -. P (5) 2 X 10 RAFTERS V \� BELOW M.G. MEDICINE CABINET Lz FED, PEDESTAL o, L�' �,� \ y a 12 a : ►2 '�' © I O In U P5L PARALLEL STRAND <- LUMBER R12"-- — (� P.T. PRESSURE 0) PRE5ERVAT I VELY \\ \ \� 2 12 ROOF RAFTERS, 16" O.C. ' �' N TREATED +wry \ \''`.. `.\�. �� W 2 2XI .F.R. OW Q 12 r r . L _ L 11 ;; R.R. ROOF RAFTERS 16" O.G. 16" D.G.t E g112 ROD 4 SHELF R. +! S. - zn R.O. ROUGH OPENING +/-I'-5" 2 X 12 ROOF RAFTERS x 2 X 12 ROOF RAFTERS 0 v I6" O.G. N I6" O.G. a 1.. ... .. ....: ' tl) STL. 57EEL ADJUST 6 ON 12 OH TO 2 X 6 GOL AR TIES MAIN SIDE TO SIDE GABLE 5. SINK ALIGN W/ Q ON 12 OH W, O.C. R TO BE FAMED YV 2X12 RAFTERS, lb" O.G, LL 4 TO ALIGN FASCIAS — } N TYR. TYPICAL I O o VERr. VERTICAL / FRAME MAIN SIDE TO SIDE GABLE ROOF o 3 VERTICALLY PRIOR TO MAIN FRONT TO BACK ROOF H Q VIF VERIFY IN FIELD ALIGN FASCIAS W, ASHE : W R 00 a. W W.G. WATER GL05ET "1`' C) � ROOD L A N SCALE: 1/4" = 1'-0" ALL ROOF SLOPES ARE 11 ON 12 UNLE55 OTHERWISE NOTED. -1 ® INDICATES FRAME OVER AREA Ul D ATE : 3-(0-0(0 F- lL SCALE .-AS NOTED 0 z Cr 05706 011 r< } C,..NEail\1�1'}M f ,tt z z C O M M E N T S 3 DECORATIVE METAL GAP -- ISSUED FOR CONSTRUCTION: 3-C6-200(o BASEMENT GIDERS REVISED:3-10.2006 GENERAL REVISIONS: 4-10-2006 I z GENERAL REVISIONS: 12-12-2006 18"X24" WOOD LOUVER GENERAL REVISIONS: 12-I8-2006 z GENERAL REVISIONS: 1-11-2001 \ 12 12 \ DESCRIPTION DATE (� RIDGE VENT, TYPICAL q� \ CHECKED B Y :\\ ARCHITECTURAL ASPHALT ROOF SHINGLES DRA UJN BY 12 \ MT 0 `\ "-4 \\ DECORATIVE 5RACKET5, TO BE SELECTED U 12 \\ \ BLIND FLA5HING, TYPICAL Q SOLID 2 5/4" GROWN ON Ix8 U FASCIAS PAINTED NHITE z \ \ 7 - W cv � MATCH 3 D.H.'S HDR. Hest ! ! ; - --- I---il,----I —( O ff 5/6X6 FRIEZE BOARD OPEN 0 ! I I I I I 5AOOP ROOF LINE Z I ALIGN BOTTOM OF i TRIM W/ BOTTOM U 0 OF FLOOR JOISTS ---- --- — --- -- --- N -- — ---- 1/ I -- IXS FASCIAS PAINTED WHITE AL16N 5/4 X 8 FRIEZE BOARD Lu — I f f I ANDERSEN WINDOWS, WHITE FINISH I I , {!! CEDAR PERFECTIONS 51DIN6 5 1/2" TO THE WEATHER LEFT NATURAL ,j� I' I ►' I �� 5/4 X 4 TRIM V jy I it ; —FLARED BOTTOM --_— = _- - - ---_-_---- --- — EXPOSED CONCRETE FOUNDATION WALLS .. GRADE- -- 12 DIAM. COLUMN COVERS 16 OZ. COPPER STANDING SEAM BY HB 4 G ROOF, OVER ROSIN PAPER OVER O z 50 LB. BUILDING PAPER OVER O MIN. 5/6" PLYWOOD 1-- Ff"�%` CN7 1� \/AT10N Lu � -� ua SCALE: 1/4" = 1'-0" K ` - z ALL NINI:)ON5 TO HAVE A MINIMUM I7.P. }ATIN6 Of= 50. O _A i.t} , ` f lu - Lu a ks) � z -- —. Lo It o co Lo Z 12 " CO (o 11 . / `\ ° ... ..... V; i CD HDR H6T a — — — — — — — — — — `{ /1 Q x --- --- - J O B NO. : 05 066 -------- --- T0.5UB-FL r.o sua-FL MATCH WINDOWS MATCH WINDOWS II 3 BELOW BELOW O SCA1. 1= :A6 NOTED 4 C; 05-066 _ I l l 4r ,. (11?r'.� t _ -- - REAR 'EtmLE!\/A710N z SCALE: I/4" 'PROVIDE GUTTERS AND LEADERS AS REQUIRED. I C O M M E N T 5 : , ISSUED FOR CONSTRUCTION: 3-6-200(o BASEMENT GIDER5 REVISED:3-10-2006 GENERAL REVISIONS: 4-10-2006 z GENERAL REVISIONS: 12-12-2006 Z GENERAL REVISIONS: 12-I8-200( GENERAL REVISIONS: 1-II-2001 f- z DESCRIFTION DATE C HECKE D B Y U Q Q DRALN BY : MT Z z 0 - � BJ UP KNEE WALL t� Tp, WIN. 56" DOVE FK FLOOR 04 z _ O Q tu tu tu - --- U Q I! o �— )-- OK Q I � 7 IELEVA710N SCALE: 1/4' = I'-O" Lu JU h- ' PROVIDE GUTTERS AND LEADERS AS REQUIRED. K U Qlu Q Lu Q DL u� O :2) Q � O z Ot t MM s � d N Lu • • N Coco m a+ l6 O V o z H j l CL -1100 J O B N O. , 05-066 I-IL 8CALE :A6 NOTED Z \VN�r L=j e1 0 1(j,f✓? <� a z LEF7 5117)E ELEVA71 ON SGALE: 1/4" = I'-O PROVIDE GUTTERS AND LEADERS AS REQUIRED. 9 * 15 I _ I L� O M M E N T 5 ISSUED FOR CONSTRUCTION: 3-ro-200fo BASEMENT 6IDER5 REVI5ED:3-10-200(o y GENERAL REVISIONS- 4-10-2006 z GENERAL REVISIONS: 12-12-2006 z GENERAL REVISIONS: 12-18-2006 GENERAL REVISIONS: I-11.2001 z LU DESCRIPTION DATE 1 U CHECKED B Y 0 1 2x12 RIDGE Q DRAWN 5y . 12 � 1a MT7 q 2XI2 RAFTERS, 12" O.G. (-- CONTINUOUS q� EXTEND TIES 4 GLNG. JOISTS zz RIDGE VENT--- TO FRAME OVER RAFTERS \1 (2) 1 5/4" X q 1/2" 2X12 PAD AT z LVL HIP ASPHALT ROOF FRAME OVER U BEYOND MIN. I" AIR SPACE TYP. AT ALL CATHEDRAL CONDITIONS }- 12 4 6' O.GAFTERS -3 0 z q� 2XIO COLLAR TIES, 12" O.C.—_ z0 TICAL ROOF WNSTf'RUCTION: 12 (2) 2X6 STRONGBAGKS YPI J 0 ARGHI TEGTURAL ASPHALT ROOF SHIN6LE5 q 15# FELT PAPER 1/2" CVX PLYWOOD 0 2XIO G.J.'S � 0 2XIO OR 2XI2 ROOF RAFTERS, SEE PLANS FOR SPACING 1 I6" O.G. 2X COLLAR TIES (AS NOTED ON PLANS) i 2X6 @ 6/12 SLOPE 2X CEILING JOI5T5 (AS NOTED ON PLANS) —16" O.G. :2XIO GLNG. J5T5., 12" O.G. II' ASF R-30 KRAFT FACED GATT INSULATION N -2X6 @ q/12 SLOPE Q � f- R-30G INSULATION IN LATH. AREAS 12" O.G. ( 1/2" GYPSUM BOARD INTERIOR FINISH //71 R-30, TYPICAL PEN DROPPED 0 .� ALUM. GUTTERS 8 LEADERS - - DECKING ON SLEEPERS A5 PER OWNER O O B.W. ON 60 MIL EPDM FULLY ADHERED GONT. VENTED SLOPING TO DRAIN SOFFIT, TYPICAL �_ i3RM. #3 ° �_ B W. MASTER 5U I T �_ 51 TTI NC� T G U TYPICALEXT. Y4ALL CONSTRUCTION: p RAFTERS, BEYOND TO U GEDAIR "PERFECTIONS" 5 1/2" EXPOSURE ROOM \\\�\ BEAR ON 2X6 PAD AIR INFILTRATION BARRIER (TYVEK) 2�11 \ ADJUST PLATE AS NECESSARY 1/2 CVX PLYWOOD IIMETHANARS15T 2X4STUDS, 16" O.G., (UNLESS NOTED OTHERWISE) R-13 KRAFT FACED BATT INSULATION 1/2" GYPSUM BOARD INTERIOR FIN15H - - - - - - - � tu F- � TJI 360 FL. JSTS. TJI 360 FL. J5T5. n 16" O.G. 16" O.G. 5 1/4" X II 1/8" A.P.B. 1 SOLID 5LOCKIN6, AT EVERY BAY TYPIIGAL FLOOR CONSTRUCTION: SOLID BLOCKING EXGEP WHERE SCUPPER IS LOCATED AS PER MANUFACTURER'5 -FINISH FLOORING AS PER OW SPECIFICATIONSNER �p 5/4" T. 8 G. PLYWOOD 5UB-FLOOR II 'Ile)" TJ DOWN I FLOOR JOISTS, ; 13/4" X q N 2"FO 8" O.G. •• - RIPPED 2 FOR DRAINAGE R-501KRAFT FACED BATT INSULATION STUDY F O Y E R B W DINING ROOM B W JUNIOR SU I TE _z I 1" X 11 1/8" A.P.B. {� 0 5 f/4" X II 7/8" A.P.B. -A O z to JU 0 - - �= TYPICAL 51LL CONSTRUCTION: �, .° `' �a `' Z U 2X6 P'.T. 51LL PLATE _ -- — - -- -- .. -- -- -- ------- --- I ` SILL STEAL INSULATION COFFER TERMITE SHIELD L 5/8" A�NGHOR BOLTS, 23" O.G. 1 (MAXIMUM 1'-0 FROM CORNERS AND STEEL GIRDER, BEYOND(MAXIMUM 560 FL. J5T5.— STEEL COLUMNS, BEYOND L 16" O.G. 5EE FOUNDATION PLAN Q NO LE55 THAN TWO (2) PER SILL) - n BASEMENT T.' 360 FL. J5T5. © :z (� Z O.G. O ►Z--1 (� TYPICAL FOUNDATION YiALL: O Lu 10" POURED CONCRETE WALL 40 ® O Q KEYED TO AN 8" X 16" (MINIMUM) POURED CONCRETE FOOTING z REINFORCED WITH TWO (2) CONTINUOUS #5 BARS PROVIDE DAMPPROOFING L — — — � L - - - O � 1� z M. O L ?�,t3 V I L D I N ems/ B G T I O N "All" SCALE: 1/4" = 1'-0" 't M ' 'v • ■ N FOR WIND LOADING PETALS SEE PRAAINC75 Al2 4 A13 Mco 1 .. z O X N a LA- O u�1 m a •� 13RM. #2 00 T O N z N m 0- 0:f x W �7 Mug u ---GONSTRUGT WALL FURR DOWN SOFFIT ON FLAT PART OF LVL'S JOB N O. TWO LAYERS OF R-30 INSUL. _ 2 5 I/4"XII 7/S" A.P.B. DATE : I FLAT PART OF LVL'5 7 I/2" m1n. COVERED PORCH L I V I N6 ROOM s A 1. E :A S NOTED ic: 05-066 z L\/L/' NOT TO SCALE ED AR�,y/l VI sTg001963��� - SECTION FN SCALE: I/4" = I'-O" FOR MORE INFO. 5EE SECTION A z FOR AIND LOADING DETAILS SEE PRAAINC75 Al2 4 A15 A100 I G O M M ENT 5 : ISSUED FOR CONSTRUCTION: 3-6- 2006 3 BASEMENT GIDERS REViSED:3-10-2006 Blocking 2x_stud Plate nail- 16d 33" box INTERMEDIATE BEARING GENERAL REVISIONS: 4-10-2006 4 panel Plate nail -16d (33")box wall at 16" ( } Load bearing or shear wall above NO LOAD BEARING WALL ABOVE GENERAL REVISIONS: 12-12-2006 at 16" on-center* on-center at 12 on-center (must stack over wall below) Z Load from above GENERAL REviSfON9: I2-I8-2006 Floor panel nail - 8d(2Yz") Floor panel nail- 8d(23") Web stiffeners required Web stiffeners h side at B3W required each 8" diameter maximum hole for GENERAL REVISIONS: 1-11-2001 maybe required with IN Z common at 6" on-center* common at b"on-center Blocking panel each Blocking panels side at E1W 11%" -20" deep blocking panels; 6" diameter maximum for 2x4 minimum 36 " DESCRIPTION DATE 1 or 13 1� Trus Joist shear walls above or blocking panels 9�2 deep or squash blocks below-see detail B1 shorter than 12" long.� • ' • . Trus Joist rim board q g CHECKED B Y U Al rim board* 27� � Do not cut flanges. Toe�nai! - lOd (3")box 12„ Toe nail- 10d(3") box g� g�yl/ � fib DRAWN BY -. Q at 6 on-center at 6" on-center 2x4 minimum cl) min. Remove tongue and groove from Web stiffeners squash blocks MT 11- floor panel edges supported by required each side Trus Joist rim 1" a-Rime to ensure quality Boundary nailing- at B1W and B2W board Z 8d (23")common Install proper blacking to Use 2x4 minimum squash blocks u TJT�' rim joist nailing. *Conventional construction code at 4" on-center* support all panel edges BZ B2W q O minimum for use with A3 only. See pp p g B3 83W CS joist load around TJI o 0 (9 ljl AZ Must have 1314 minimum joist A3 A3,1 A3,2 A3.3 Trus Joist Framer's Pocket Guide for A3,4 *See This Joist Framer's Pocket Guide v bearing of ends A3.9 A3.3 installation specifications. for additional installation specifications. Z )- Nail Trus Joist rim Attach reinforcement to Z option#1: 4'-0" length of board to blocking with joist with one 8d (23") Q Apply su�btloor TJI®Joist blocking with end a It g 8" diameter maximum hole for connections equivalent common nail at each - o reinforcement 7 „ eq LLO LE HOLES - T.�P Joists 1 0 adhesive to all blocks installed at3 joist 11/ - 16 deep blocking panels; to deckin schedule corner o on one side at E2 Load bearing or shear wall above 9 contact surfaces span locations using 6" diameter maximum for Trus Joist 0 f- two 8d ") both sides at E3 blocking panels 93" deep or (must stack over wall below when rim board Attach reiinforcement to ,�S ( g p „ p present} joist with ione 8d (23") Blocking panel between each No field cut See Table A a 'b�o�x nails or shorter than 12 long, joist. Nail to to late with holes in " 2,2"screws, Do not cut flan es, common nail at each J p p hatched See Table A See Table Table 8 anywhere in web out. 9 Blocking panel corner connections equivalent to �4 hale be cur zones side hatched zone DO NOT Z +- typical s „ decking schedule, cut or flange. I' Trus Joist � 12 length of/ �. Option#2: rim board reinforcement on 12" length of%" 6" O 6" 0 0 2x strapping installed at one side at E5, reinforcement on Lt zxq of LZ zxLz �Z U u Attach reinforcementk. 3 joist span locations using End of joists both sides at E6 one side at E7, 6" minimum° minimum 6' 6" to joist with 8d (2V2 ) J both sides at E8 (applies to all holes _ two 2 2"screws per joist a at centerline kept knockouts) � Option#3: common nails at 6 On- Do not cut holes larger directly applied ceiling 2'��•et\ center. When reinforcing of support Table A - EndSupport man ft2"Incantnever DO Nor Face grain both sides,stagger nails. Less than 5" E7 E8 Less than 5" Minimum distance from edge of hole to inside face of nearest end support cut holesrcemenjlever When specified on the layout, horizontal ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE PBl one'or more of the three bracing �Z E3 B4 Erj E6 DEPTH TJI® 2" 3" 4" 6yz- B%" 11" 13" 2" 3" 4" 6}1" 8�" 11" 13" LH Q optitons shown must be installed 110 2" 1'-s" 2'-0" 5'-0• v l V BEARING FOR DOOR 3y�. 210 1'-0' 1'-6" 7-o" 5-0• 1'•0- 7-0• 2,.6. 5'-0' 230 1'-0' 2'-0" 2'-6" 5'-6' 1'-0" 1'-6' 2'-6' 4'-6" Filler block: Attach with ten BEARING AT WALL 1'-0- 2'-0" T-0- 5'-0' Nail through 2x_,wood backer and OR WINDOW HEADER g Web stiffeners required 10d (3")box nails, clinched. 3so 1'_s- 2'.0" 3'-0" s'-0• 1'-6" 2'-6' 3'-0" 6-6" Ulf TJTe joist web with 2 rows 10d if sides of hanger do not Use ten 16d 33")box nails Strop per code if to 110 1• • 1'-0" 1'- " 2' " 1'-0" 1' • ' • a' •—LE rA 3" common nails at 6" g ( Bearing plate: Trus Joist rim board p P p 210 1.0" 1'-0" 1'-0" T-6• 5'.6• l'-0• l'-0' 7-0" 5-0" 61-6" Blocking (3") laterally support at least from each side with 33" Flush plate with innside or blocking for lateral plate is not continuous 11X" 230 1'-0" 1'-0" 1'-0" T-0" 6%01 1'-0" 1'-0" 2'-0" 6-6" T-0- anel on-center, clinched. Use 3" of TJI®joist top TJI®joist flange widths. Use face of wall or t_e�nm support over header 360 1%0• 1,o" 1'-6" 4'-6• r-0" 1'-0' T-0• 7-0• 6'-6- T-6- " p 16d (33��)nails with flange fifteen nails with TJIr'joist Backer block:Install 110 1'-0• 1-0" 1'-6� 5-W 8'-0• I 1'-0" 2'-0• 3'-6" To" 6'-0- 110 1'-0" 1'-0" 1'-0 1-0 2'-6' S'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" B'-0"3 2 TJI0 joist depths greater than 16". tight to top flange 210 1.0" 1'-0" 1'-0" 1'-0" T-0" 6'-01I v-0- 1'-0" l'-0" 4'-0" 6'-6" e1-6" , flange widths. P 14" 230 1'-0' 1'-0" 1'-0" 1'-s• T-6• s-6' 1'-0" l'-0" 1'-0" 4'-0" T-0" 9'-0"I (tight to bottom flange 360 1'-0" 1'-0" 1%0" 2'-6• 5'-6• 8'-0" 1'-0" 1'-0" 1'-0' 5'•6" 8'-0" 9'-s" V I- Top flange with face mount // 660 1%0" T-0" 1'-0" 2'.6" 6'-0- 9•-o" I 1'-0" 1'-0• 1'-6• 6'-6" 9'-0' 10'-0• z # O � hanger � hangers). Attach with ;� � � 210 ,'-o' r-o" ,'-o" r-0• r-s• 3'-s ' 6'-0" 1'-0" 1'-0• r-0• r-s" s'-s" 8'-0• ,a-s• ten 10d(3") box nails, 16" 230 ,'-0• 1'-0" 1'-0" 1'0• 7-0- a'- - -s" Face mount 1'-0" 1'-0• r-0• 3'-0" r-o- 9'-0• ,r-0• Clinched When Ossible, 3so 1'-0' 1'-0" 1'•0" 1'-0" 3'-0' 6'-0" 9'-0" 1'-0" 1'-0' 1'-0' 4'-0" 9'-0" 10'-0" W-6- Z Wood R'0 v� hanger p 56o 1'-o• 1'-o' 1'-o- 1'-o• 3'-0• s'-6" 10'-0 r-o" r-0• r-0• 5'-0" 10'-0" 11'-0. 17-0• O backer `' yet �v1 Pare ame PSL or 4•• 6" s' 10" 12" 15" 1r' 4" 6" 8" 10" 12" 15" 17" 1.4-.'r�\G aSp� Backer block TimberStrande LSL 360 1'-0- 1'-0" 1'-0" 2'-0• f 10'-01 1'-0" 1'-0" 5'-0- 1a-0" 11'-0" 13'-s" u q1t \��Q,� G� \0� !"Il both StdeS Of H3 �1 Column �2 18" 560 1'-0" 1'-0" 1'-0" 1'-0• 5-0• 11'-0" T-0" l'-6" 6'-6" 1l'-0. 12'-0" 14'-6" L (jj Fl Gor`�r�.h `\��;\k�� HZ web with single 20" 360 1'-0' 1'-0" 1'-0" 1'-0' 2'-0' T-0" 10'-6" 1'-0" 1'-0• 2'fi" B'-0" 11'6" 14'-0" 15'6" TJI Joist 560 1'-0' 1'-0" l'-0" 1'-0' 1'-0" T-0" 11'-0" 1'-0" 1'-0" 4'-0' 9'6" 12'6' 14'-0. 15'6" (1 Q Table B - intermediate or Cantilever Support 11�--11 � h( BEARING AT CONNECTION OF MULTIPLE PIECES Minimum distance from edge of hole to Inside face of nearest intermediate or cantilever support t� O BEAM TO IBEAM CONCRETE WALL BEARING AT OF TOP-LOADED BEAMS(1) EXTERIOR DIECK ATTACHMENT E"�T Double joist ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Q F- CONNEC'TION Struc'trural exterior may be required � Q � DEPTH TJI® 1 Width Pieces: L Wall 6%- $%- 11' 13" 3 4" 3" 4" 8 8�" 11" 13" O COLUMN ■' c- 34" z" 3- 4" /a sheathing when L exceeds ft Z � e Minimum of 3 rows 10d (3"x 0.128")nails at 12" o,C, joist spacing 110 7-6' Z-6" 3'-0" T-6- 1'-s" 2'-6" 3'-0" T-s" Uj Fleshing 9y" 2,0 7-0• z'•s° 3'-6" 7'-6• r-o" 3'-0• a'-0• r-0" Q Verify Parallam°P5L or o Minimum of 4 rows 10d(3"x 0,128") nails at 12" o.c. g L 230 2'-6" T-0" 4'-0" 8'-0" I 2'-6" 3'-0. 4'-0- r-6- TimberStrand° LSL column 360 T-0" 4'-0" 6-6" 9'-0• 3'-0" 4'-6" 5-6" 8'-0" � Treated 2x Blocking Z for 14 and deeper beams 110 1'-0• 1'-0" 1'-6" 4'-0• e'-0• 1'-0" 1'-6• 2'-6- s'.s- s'-o" capacity and beam ledger g 210 1'-0• 1'-0" 7-0" 4'-6• 7-0• ,'-o" 2'-0• 3'-0" 7'-6" 10'-0- ® If using 12d (33 )or larger nails,the number /as required 11%" 230 1'-0' 2'•0" 2'-6" 5'-0• 9'-6" 1'-0" Z-6• T-6• T-o" 10'-0- � ., . 7-0- bearing lehg+ll. q . g of nailing rows m be reduced b one. Z / See current g y See fastener Trus Joist �� 360 2'-0- T-0- 4'-0" 7'-0' 1l'-0• 2'.0- 3'-6• 5'-0- 9'-6" 11'-0- O Top I ` ' Trus Joist table below.Mailntain rim board 560 1'-6" 3'-0" 4'-6" 8'-0" 12'-0• T-0" 4'-6" 6'-0' W-6" 12'-0- O LO I- an e 110 1'-0' 1'-0" 1'-0" 7-0- 4'-6' 8'-0" r, f 9 + .. 2x overhang, 1'-0" 1'-0" 1•-0• 5'-0" 9'-0" 12'-0' O LO literature, 3,V Width Pieces: 2 distance miniimum)from 210 1'-0" 1'-0" 1'-0" 2'6• 5-0" 9-0" 1'-0" 1'-0' 2'-0" 6'-0" 10'-0" 12'-6" �I. O U hanger { Notch around ll>•. Face mount A Minimum Of 2 rows�,/" bolts at edge of ledger tlo fastener. End WQII ® 14" 230 ,'-0" 1'-0" 1'-0" T-0• F-6. 10'-0" T-0" 1'-0' 2•-6" 6'-0" 10'-6" 13'-0' (0 UD 'I Z ' TJI joist top 360 1'-0' 1'-0" 2'-0" 6-6" 8•-6' 17-6" hanger 24" o.c.staggered Sso " 1;0" 2'-0. 4'-0" 9'-0" 17-0. 14'-0' Fastener Ilowrable Load/Factored Resistance Ibs flange. 1'-0" l'-0" 1'-6" 5'-6" 6 13'-6" 1-0" T-0" 5'-0' 10'-0" IT-6" 15'-0" ;:o rU i (1)Load must be applied evenly across entire ". �."rim board 1"a-Rim'" 0 2,0 1'-0" 1'-0" 1'-0" 1'-0" 3'-0' 5'-6" 9'-6" 1'-0" 1'-0" 1%0' 4'-6" 9'-6" 12'-6" 15'•6" (,3 See current Tr s Joist �t Protect untreated wood from N Ii s !tl L4 beam width.Otherwise,use connections for side-loaded beams. "la bolt 400/6 230 1'-0' 1'-0" 1'-0" 1'-6' 4'-0' 6'-6" 10'.6" 1'-0" 1'-0" 1'-0" 5'-0" 10'-6" 13'-0" 16'-0" •! H Fj ,�, S 30 N.A./N A. 18" _ literature for ifram+ng connectors direct contact with concrete yZ'lag bolt 475/750 325/N.A. 3so 1'-0" l'-0" 1'4' 3'-0" 6•-6" 10'-0" 13'-6- 1'-0" 1'-0" 2'-0" r-6" IT-0" 14'-6" 1T-0• T- T Z Additional nailing or bolting may be 560 1'-0" 1'-0" 1'-0" 2'-6 T-0" 11'-0" 15'-0" 1'-0" 1'-0' 3'-0- 9'-0" 14'-6" 16'-0" 18'-0' '0 co `' l•`'O O 0 € i"ss O • Allowable load determined in accordance with AC 124. ' '•N ] L6 required with side-loaded multiple-member LA • Corrosion-resistant fasteners required for wet-service applications. 4•• 6" 8" 10" 12" 15" 1r' 4" 6" 8" 10" 12" 15" 17" •• i m beams. Refer to current product literature. a� Z 18" 360 1'-0' 1'-0" 3'0" 6'-0• 9'-0' 15'0" 1'-0" 4'-0' 9'-0• 14'6" 16'6" 19'-0" •• I "'ii ELEVATED o x ;to -0 BEAM ON 560 1'-0' 1'-0" 2'-0" 6'-0. 10'-0" 16'-6" 1'-0" 6'-0' 11'-6. 1s'-6" 18'-0" 20'-0' ,� s3 COLUMN BASE COLUMN BASE 360 1'-0' 1'-0" 1'-0" 3'-0" 6'-0' 11'-0" 15'-6" 1'-0" 1'-6" T-0' 17-6" 16'-6" 19'-0. 21'-0' a " COLUMN CAP 20" 560 1'-0" 1'-0" 1'-0" 1'-0• 6-6" 17-0" 16'-0" T-0" T-O' 8'-6' 14'-0" 17'-6' 19'-6" 20'-6" Optional o p Rectangular holes based on measurement of longest side. _ H 11 non-shrink • Holes maybe located vertically anywhere within the web.LeaveYa"of web(minimum)at top and bottom of hole. : 4D grout • Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. O 0 o }- TJl�joists at bearings: Two 8d ( ") box nails (1 each side) 1y" Z •.. a. o For simple span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one maximum 3 minimum from end[VM, . t size round hole may be located at the center f"� ���'��•"' 'ti'�.•'••.�.� •�'. .. .� y o the joist span provided no other holes occur In the Joist. Joists are unstable until braced laterally • Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or hole C- ;. Blocking panels, rim joist or rim board to bearing plate: p g 0 W configurations contact your Trus Joist representative. e O ' Bracing Includes: TJ/0 blocking panels or rim joist: 10d (3") box nails at 6" o.c. P1 P2 P3 C�J C • Blocking • Sheathing Trus Joist rim board:Toenail with 10d 3" box nails at 6" o.c. or WEB STIFFENER ATTACHMENT o� • Hangers • Rim Board c ) ALLOWABLE HOLES - Beams and Headers M DO.NOT allow workerrs e Strut Lines . wm Joist DO NOT stack building 16d (3Y") box nails at 12" o.c. F810. : 2x diameter of the largest hole(minimum) 9 to walk on joists materials on unsheathed Shear transfer: Connections equivalent to decking nail schedule. minimum Trus Joist rim board for shear B until braced. joists. Stack only over 2%" maximum blocking(between joists}. Field X depth INJURY MAY RESUL iT- beams or walls. J 0 B N 0. r 05-066 Rim board, rim joist or closure to TJI® 'off joist: trim to match joist depth at o � o O _ Allowed hole zone WARNING c NOTES: 1%4"width or less:T wo 10d (3") box nails, one each at top and Three 8d(23 )box mails, outer edge of wall or locate on a y depth o o Cut only round holes and D A T E : 3-6-06 Lack of concern fear proper bracing during construction can result to serious accidents. bottom flange. clinched wall to match joist depth, only In the center of beam. Under normal condittions if the fo!!owing guidelines are observed, accidents w"ll be avoided" 2%s"thru 2%"widths:Two 16d (V2') box nails, one each at top and (Three 16d(33")box,nails at O 1.All blocking,hangers,rim i boards and rim joists at the end supports of the TJIe joists must be completely installed and properly nailed. bottom flange• �}}�� 33" TJI®joist flange widths) 3 3 span Allowed hole zone 33 span ROUND HOLE CHART SCALE :A S NOTE D 2'.Lateral strength,like a brmced end wall or an existing deck,must be established at the ends of the ba •This can also be accomplished i " " d72'r BEAM DEPTH MAXIMUM ROUND 9t � g Y p 3/ width:Toenail joist to rim joist with one 10d (3 ) box Hai! each � HOLE SIZE Z by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. side Of joist top flange. Web stiffener each side. 3 " cr 05-066 3.Safety bracing lines of lx!4(minimum)must be nailed to a braced end wall or sheathed area as In note 2 and to each Joist.Without this [ �� • For uniformly loaded beams only. 4/ 1" Q bracing,buckling sideways cor rollover is highly probable under light construction loads-like a worker or one layer of unnailed sheathing. 1 W 1 See sizes below. I 72 5y" 1%" . • Rectangular holes are not allowed. I— 4,Sheathing must be totallyr attached to each TJI®joist before additional loads can be placed on the system. 2x4 minlmum squash blocks: Two 10d (3") box nails, one each 1/ 7y"to 20' 2" 5.Ends of cantilevers requlrre safety bracing on both the top and bottom flanges. s$- Tight f it is • No holes in cantilevers. See illustration for Allowed Hole Zone ------- at top and bo:4om flange. �ED1,�✓, J 6.The flanges must remain istraight within a tolerance ofX"from true alignment. • NO holes in headers Or beams In lank orientation. W Web Stiffener Size 41V Web Stiffener Size p -� O �� „ g I, , , ll li 3 I, Maximum allowable V-cut RtiY4 } � Y x 2/6 minimum 2X6 / x 2�6 minimum ,4. sC /r4h 1Y° 5/" x 2%6' minimum 23" 1"x 2 16' minimum µ .° � 3 "x 25 minimum 3 "" 2x4 SB SHEAR BLOCKING and VENTILATION µ ��� s,v VSI �7i6 /4 /6 m m m tip HOLES—Roof Only !�� T. J. I . 1 N 5 7 A . I.. A71 ON � 7A I L5 NOT TO SCALE Z z llA loomM ENT 5 SEE SECTION I ISSUED FOR CONSTRUCTION: 3-6-200(o 'Q SEE SECTION I BASEMENT GIDERS REVISED:3-10-200(o LEDGER TO BE FASTENED TO GENERAL REVISIONS: 4-10-2006 ALL ARCHITECTURAL AND WALL STUDS W/ MINIMUM E THREE TAB ROOF 5HIN6LE5 (5) IOd x 3" NAILS. RAFTER TO BE NERAL REVISIONS: 12-12-2006 TO RECEIVE (b) FASTENERS FASTENED TO LEDGER W/ GENERAL REVISIONS: 12-18-2006 z TYPICAL ALL ROOF SURFACES h (5) IOd x 3" NAILS. - ALL ARCHITECTURAL AND GENERAL REVISIONS: I-11-2001 THREE TAB ROOF SHINGLES _-+ (1) "SIMPSON" H7Z HURRICANE TIE ALL ARCHITECTURAL AND z TRANSFER S -STUD CORNER RANSE5D CONNECTED TO TO RECEIVE (b) FASTENERS I I AT EACH RAFTER THREE TAB ROOF SHINGLES HEARRAFTER SPACING 16" O.G. MAX. TO RECEIVE (6) FASTENERS DESCRIPTION DATE 2 ROWS OF 16d COMMON NAILS, 10" O.G. u (2) "51MPSON" "H2„ (2) 8d NAILS TH15 SIDE OF RAFTERS PER SHINGLE C H E C K E D B Y (TOTAL OF FOUR 6d NAILS INTO RAFTER) CONNECTORS (2) Sd NAILS INTO PLATES O "SIMPSON" HDQS OR APPROVED EQUAL RAFTER SPACING 16" O.G. MAX. (8) 8d NAILS INTO STUDS Q FASTEN W/ 20-5D51/4X3 SCREWS (ONE EACH SIDE) (5) 86 FASTENERS TO RAFTERS/TRUSS 10'-O" MAXIMUM OFFSET E-"SIMPSON" LFTA DRAWN B Y (5) Sd FASTENERS TO STUDS (2) "'SIMPSON" 51-5 (NOT TO SCALE) LEDGER TO BE FASTENED TO CONNECTOR MT GONNEGTORS WALL 5TUD5 W/ MINIMUM AT 16" O.G. 7/8" ALL THREAD ROD (ONE EACH SIDE) (3) IOd x 3" NAILS. RAFTER TO BE (16) IOd FASTENERS TO STUDS. Fiyb (b) 110d NAILS FASTENED TO LEDGER W/ *NHERE 14" OR TALLER T.J.I. FLOOR �• I I hq<< TO i5TUD (3) lod x 3" NAILS. JOISTS ARE USED - U5E "SIMPSON" FTA5 (1) "51MP50N" AG POST GAP NAILS (4) � CONNECTORS AT Ib" O.G. TO MEET A 110dZ TO (PLATE [" DIAMETER LAG MINIMUtWI UPLIFT OF BOLT FASTENERS 0 TYPICAL AT ALL SECTIONS 1400 psi WOOD BEARING r "SIMPSON" CNN COUPLER OR APPROVED EQUAL[.. GAPAGII - NAIL SIZE AND QUTANTITY ff --`I AS PER: MODEL NUMBER TI 'O MEET AN MINIMUM UPLIFT REFER 'TO MANUFACTURE 0 1" — OF 1400 psi WOOD BEARING CAPACITY- NAILING PATTERN AS PER MODEL NUMBER f- Z ) (2) "SIIMP50N" H5 IF T.J.I.'S ARE REFER TO MANUFAGTUR GONNE:GTOR5 USED, 50LID AT SILL GONNEGTIO (2) "SIMPSON" "Hb" p (ONE EACH SIDE) BLOCK EACH CONNECTORS Q al // "51MPSON" 55TB28 ANCHORS (4) 8d FASTENERS SIDE OF WEB 2x PRE55. TREATED JOIST SPACING ( MAX 16" O.C. U OR APPROVED EQUAL LEDGER LAGGED TO BLDG. � U EMBEDMENT AS PER MANUFACTURER'S SPECS. > TO PLATE FLUSH w/ FLANGES 4 " ° SEE FOUNDATION PLAN FOR LOCATIONS \('U LJ (4) ad FASTENERS AT EVERY USE 3/8 LAGS (ONE EACH SIDE) (5) 6d FASTENERS TO J015T ° TO FLOOR JOISTS CONNECTOR STAGGERED 12" O.G. (5) 8d FASTENERS TO GIRDER LOCATION Z DIAM. ANCHOR BOLTS 36" O.G. UNLE55 NOTED OTHERWISE \(' �J " I/2" CARRIAGE BOLT O c 1 TYPICAL AT ALL SECTIONS L - (2) PER. CONNECTION 'J p 7YOF'I GAL CORNER HOL■� OO N �� ( NOT TO SCALE ) PRESS. TREATED P05T TO MEET 120 MPIH WIND LOAD CRITERIA HANGER T FACE MOUNT HANGE�Z TO MEET A (I) "51 MPSON" POST BASE MINIMUM UPLIFT OF TO MEET A U ° 368 O.G. UNLESS NOTED OTHERWISE 600 psi WOOD BEARING MINIMUM UPLIFT OF CAPACQ AS PER MODELILING NUMBE!Z�RN 1400 CAPACITY-si OD BEARING Q 1 %ye I CAL ALL SECTION REFER TO MANUFACTURET:: AND QUANTITY EL NUMBER w RAF I I`� SF I I�O I N(5 T I?,.,O M REFER TOAS FER OMA NUFACTURE `►�� U1 PAP A5O\I 5V 5-*r`LOO % Iku SCALE: I/2" = I'-O" o � I I �� I TO MEET 120 MPH WIND LOAD CRITERIA > �iALL, SECT I O Ill 5 AJ.•b.. SECTION AT �mr SCALE: 1/2" = I'-O° 5GALE: 1/2" = 1'-0" .� Y -*TO MEET 120 MPH WIND LOAD CRITERIA *, TO MEET 120 MPH Y41ND LOAD CRITERIA ''� P�ESSURE TREATED �0 , SILL PLATE, �p4 i I I .SEE PLANS O (K� " z .71 i o w �! i 4 p > (MIN.) i i�i i °5/a" DIAM. ANCHOR BOLTS, 56" O.G. ° o `' , Q i LUNLE5S NOTED OTHERWISE o ° Lu i PMIN. 10" LENGTH 4 MIN. 3 I/2" PROJECTION T PMIN. 3" X 3" WASHE ORRAPPROVED 4 NUT I T "'SIMP5ON" LBPSI/2 OR APPROVED EQUAL "SIMPSON" G520 (COILED STRAPS Z EG2UAL O �- FPRESSURE TREATED SILL (2)H3 5TRAP5 AT EVERY 5TUD SP(2)A35 FRAMING ANGLE AT EVERY EVERY RAFTER, MAX. FPLATE, SEE PLANS (V' O.G.) ENTIRE EXTERIOR STUD (16" O.G.) ENTIRE EXTERIOR PERIMETER SPACING O.G. r aj j FASTEN AS PER 7AF3LE 3.4 d-�A Ul cGOPPER TERMITE SHIELD PERIMETER OF BUILDING (I)ONE OF BUILDING (I)ONE EACH SIDE OF STUD "SIMP5ON" C520 COILED 57RAPS Q EACH SIDE OF STUD - FAST): FASTEN WITH (12)-8dxl 1/2" NAILS OR APPROVED EaWAL !� •� fFOUNDATION WALL, SEE PLANS W17H (4)-8d NAILS INTO 5TUD AT EVERY RAFTER,, ALL ARCHITECTURAL AND D_ / (� Z AND (4)8d NAILS INTO PLATE MAX. SPACING Ib O.G. "SIMPSON" 0520 COILED STRAPS THREE TAB ROOOF 5HINGLE5 ']tt �/ (�I �I /� BILL "SIMPSON" APPROVED EQUAL TO RECEIVE (6) FASTENERS V T I �I C'oAL BLA5-ON� & A�E ✓I J. L AT EVERY RAFTER, MAX. SPACING 16" O.G. cn PER SHINGLE GONI �I;�OT( OI �� I `DTI � f`�( MT OF �U I �S� I I �G ALL ARGHITEGTUR�AL AND ALL ARCHITECTURAL AND THREE TAB ROOF �aHINGLES THREE TAB ROOF SHINGLES U TO RECEIVE (b) FASTENERS T SCALE TO RECEIVE (6) FASTENERS PER SHINGLE _ co O j ( NO TO L ) PER 5HINGLE Z TO MEET 120 MPH WIND LOAD CRITERIA T� ■ (n (1) "51MP50N" H-TZ HURRICANE TIE Q) (y) OR APPROVED EQUAL 'v (I) L4i AT EACH RAFTER RAFTER SPACING 16" O.G. MAX. (I) "SIMPSON" H-7 HURRICANE TIE r I"'' `IIIIIII ( /) IN (2) Sd NAILS THIS SIDE OF RAFTERS OR APPROVED EQUAL AT EACH RAFTER ( TOTAL OF FOUR bd NAILS RAFTER SPACING 16" O.G. MAX. '!'•1 ``II N INTO RAFTER ) FASTEN AS PER TABLE 5.55 I y z MP50N" H7Z H�'JpRIGANE TIE o x (2) ad NAILS INTO PLATES (I) "SI 0 2X STUDS, SEE PLANS AT EACH RAFTER (8) Sd NAILS INTO STUDS i;' ,a RAFTER SPACING Id6" O.G. MAX. ?I a L (2) ad NAILS THIS eE51DE OF RAFTERS (TOTAL OF FOUR Bad NAILS INTO RAFTER) 0: cIll to 'III10z (2) Sd NAILS INTO fFLATES MIN. 12" BEARING a, 10 Y_ (5) 8d NAILS INTO STUDS 0 0 "SIMPSON" C520 COILED STRAP }' 2X PLATE, SEE PLANS OR APPROVED EQUAL 3 z ° ° (2) "SIMPSON"CONNECTORS H6 FA57ENR SS PER TABLE 3. O.G. ) STUD SPACING lb O.G. MAX. ABLE 3.38 a SUB-FLOOR, SEE PLANS MIN. 12" BEARING ON STUD SURFACE � � x (ONE EACH SIDE) r, ♦. (5) 8d NAILS TO RIM JOIST IN. 12" BEARING o RIM JOIST SEE PLANS ° (5) 8d NAILS TO STUDS 00 00 10 (2) "51MPSON" "H6" OR APPROVED EQUAL GONNEGTORS °° °° °° FIRE STOP J0157 SPACING 16" O.G. MAX. J O B N 0. 1 05-066 °o �. °° 50LID BLOCK � � °° (ONE EACH SIDE) °° \ a° EACH BAY \ ° °° (8) 86 NAILS TO FLOOR JOIST d ° TYPICAL AT ALL SECTIONS-L (8) 8d NAILS TO PLATE -I D A T B s 3-6-06 I- 51MP5ON 6520 5TRAP5 OR APPROVED EQUAL AT EVERY STUD, FASTEN AS PER TABLE 5.55 SIMILAR L�. gCALE :AS NOTED Q °° a STRAP MUST WRAP UNDER SILL STEEL STRAP LAPPPED IN, 12" BEARING ` OR EMBED IN GONG. T' MIN. UNDER SILL PLATE: "51MPSON" G520 STRAPS OR APPROVED EQUAL C; 05-06(o Q (MIN.) AT SLAB GONDITICN5 WRAPPED UNDER MUD SILL, MIN. 12" BEARING ON STUDS, NAIL AS i 5/8" DIAM. ANCHOR BOLTS, 23" O.G. UNLE55 NOTED OTHERWISE 5/S" DIAM. ANGHOPR BOLT5 PER TABLE 3.313 MIN. T' EMBEDMENT 4 MIN. 3 1/2" PROJECTION E 56" O.G. UNLESS Q MIN. 3" X 3" WASHER 4 NUT e NOTED OTHERWISE: "SIMPSON" LBPSI/2 OR APPROVED EQUAL 0 TS FRF-55URE TREATED SILL PLATE, SEE PLANS 5/5" DIAM. ANCHOR BOLTS 25" O G UN E M. N SHN0 OR ED O HERWI5E <``✓����%r%�' J' COPPER TERMITE SHIELD 56" O.G. UNLE55 NOTED OTHERWISE} r," t FOUNDATION WALL, SEE PLANS -; e \ NOTE: ALL METAL HANGER5, CLIPS, NAILS, BOLTS 50REW5, ETC. IN DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE TRIPLE DIPPED GALVANIZED MEMBERS APPROVED BY MANUFACTURER TO RE515T CORROSION FROM PRESSURE TREATED LUMBER. 'TYF I GAL BILL G0NN GT I ONS BALL SECT I CN AT CANTILEVER I LEVER TYF I GAL. > NALL 5 GT1 ON z ( NOT TO SCALE ) 5LA15 l�ALL OO� �NE071 ON I 5 5GALE: I/2" = I'-O" *TO MEET 120 MPH WIND LOAD CRITERIA 5GALE: I/2" = I'-o" TO MEET 120 MPH WIND LOAD CRITERIA (� *TO MEET 120 MPH WIND LOAD CRITERIA TO MEET 120 MPH ININD LOAD CRITERIA Al :2pl C O M M E N T — r 155UED FOR CONSTRUCTION: 3-6-2006 3 BA5EMENT EIDERS REv15ED.3-10-2006 GENERAL REV1510NB: 4-10-2006 GENERAL REVISIONS: 12-12-200ro 4 z GENERAL REVISIONS: 12-18-2006 GENERAL REVISIONS: 1-II-2001 I- z DESCRIPTION DATE 8D NAILS ® 4' O.G. (2) "51MP50N" "H6" C H E C K E D B Y 17 O CONNECTORS JOIST SPAe ING ( MAX 16" O.G. ) STRAP KING STUDS TO TOP PLATE Q — (ONE EACH SIDE) HEADER HEADER FASTEN AS PER TABLE 3.38 DRAWN BY : MA MT (1) "SIMPSON" P05T GAP , FASTEN AS PER "SIMPSON" 0520 COILED STRAP "SIMPSON" C520 COILED STRAP z MANUFACTURER'S SPECS. OR APPROVED EQUAL FROM OR APPROVED EQUAL FROM NAIL BASED ON U STUD TO HEADER MIN. 24" LONG STUD TO HEADER MIN. 24" LON6 SHEAR .WALL Q- Q E-----PRESS, TREATED POST AT ALL HEADER LOCATIONS AT ALL HEADER LOCATIONS "SIMPSON" FACE MOUNT HANGER TO MEET A "SIMPSON" POST BASE �/� L� I OQ FASTEN AS PER TABLE .5 35 FASTEN AS PER TABLE 5.55 REQUIREMENTS 11I MINIMUM UPLIFT OF TO MEET A X '\ I 'R 600 psi WOOD BEARING MINIMUM UPLIFT OF /I I/�I Z GAPAGITY. 1400 p5I WOOD BEARING �( r � FASTEN AS PER CAPACITY. Q MANUFACTURER'S SPECS. FASTEN A5 PER J01575 2x STUDS 2x STUDS SEE PLANS FOR SIZE SEE PLANS FOR 51ZE 1— MANUFACTURER'S SPECS. CENTER 2x BLOCKING 7 • • • • ON 5HEATHING JOINT 0 CONK CTION AT CRAWL. 5PACE; Oil 15/32" WOOD NO GEILIN6 �— STRUCTURAL PANELS U SCALE: 1/2" = 1'-0" Y 1 \ I I/�� DIAPHRAGM ON GABLE FACE AND �p TO MEET 120 MPH WIND LOAD CRITERIA Y r 1 REauIRED ON WALL BELOW (j) BASED ON SHEAR WALL REOUIREMENTS Z +- Q BLOCKING "SIMPSON" G520 COILED STRAP "51MP5ON" 0520 COILED STRAP l7 2xc4x8' GONTINUOU5 LATERAL BRACE ® 6-0" O.C. OR APPROVED EQUAL FROM OR APPROVED EQUAL FROM pC MIN. 12" BEARING ON WALL STUDS STUD TO UNDER THE MUD SILL MIN. 12" BEARING ON WALL STUDS STUD TO UNDER THE MUD SILL �I 2-IOd NAILS MIN. E BEARING A STUDS MIN. 12" BEARING ON 5TUD5 GABLE �1N1) WALL FASTEN AS PER TABLE 3.35 FASTEN AS PER TABLE 3.38 U UO 5ALLOON =RAM I NCB Ul EACH TRU55 F- RIM J015T RIM JOIST SCALEt 1/2" = 1'-0" SILL PLATES SILL PLATE TO MEET 120 MPH WIND LOAD CRITERIA U TRUSS OR CEILING J0157 i r r i NAILS CONCRETE CONCRETE FOUNDATION FOUNDATION 3�8" 5TRAP5 TO WRAP UNDER SILL MIN. Q GABLE END TRUSS TYPICAL FOR ALL i� �I/ o EDGE 1 GYP. BOARD T I I GCAL5TI ? 6 APR I I o ° DISTANG �1 NO FURRING 2X PLATE, SEE PLANS �I 1 N1:) WALL. T I P I CAL ST AFF I I C7 �I �I/�.',, ° o° o o e 8d COMMONS TO �� 1�E ( AIL FOR OPE I �I I 6 U �� PLATES FILL ONE OF = 5LOCK I NG 1�ETAIL 1� TAIL "FO OP I �i I N6 THAT dd �I �I I I THREE HOLES TO H14 TO 4:2 I I I I � f `t I �TH ON ALL BOTTOM FLANGE tu wy ScaLE: 1/2" I'-D" II T ON ALL I A T TO PLATE 2x4 BLOCK NAILED TO EACH 2X ENDWALL STUDS, SEE PANS TO MEET 120 MPH YVIND LOAD CRITERIA X � ` IN IEXTERIOR �tM � ®FEN I I�69 `"� CO'�N CTION NHEN -� BRACE WITH 4-IOdNAIi_5 X71E ) OAM�m�.O ®� �I�(Gr,,,� ( NOT TO SCALE ) 11.1 IOd NAIL © 6 D.G. -- ( NOT TO 5GALE ) *TO MEET 120 MPH WIND LOAD CRITERIA �,� 5TU1 I� f TO MEET 120 MPH WIND LOAD CRITERIA C.,,>" PAC I I 6 r;� I TT _Z ju Q RATED STRAP I NOT TO 5GALE — ( ) z *TO MEET 120 MPH WIND LOAD CRITERIA Lu O Q -j JU 1= Nam: ALL METAL HANGERS, CUPS, NAILS, B 5 BOLTS SGREV , ETC. �� IN DIREG?' CONTACT WITH PRE55URE TREATED LUMBER TO BE TRIPLE DIPPED &ALVANrIZED MEMBERS APPROVED BY MANUFACTURER TO RESIST CORROSION IFROM PRESSURE TREATED LUMBER. CORNER STUD CONNECTED TO F (� E I I Nta CON NEC CO EC T I OI � TO &AIBLE ENI: AL■L , e • • TRANSFER SHEAR lu� ` ° ° 2-16d COMMON NAILS, 5" O.G.:2 1iii4LL___!!! U.I NOT TO 56ALE ) °a• • MIN. 10" LENGTH d MIN. 3 I/2" PROJECTION v� .�. 0 0 I *TO MEET 120 MPH WIND LOAD CRITERIA • "SIMPSON" PHD5 OR APPROVED EQUAL • ° FASTEN W/ 14-5D51/2X3 SCREWS D ° • • OR A5 PER MANUFAGTURER'5 SPECS. lu MIN. 5/8" DIAM. ANCHORS EMBEDDED IN CONE. o / a i 5imp5on Strong-Tie MIN. EMBEDMENT 7" o ---p Q TOP PLATE \v��p� ' ���� SEE FOUNDATION PLAN FOR LOCATIONS HRG22 (1 / •(� (\ "SIMPSON" STUI/2 BEARING PLATE SEE TYPICAL SECTIONS V E--HEADER I I OR APPROVED EQUAL z SEE PLANS II` cft - 71'P I CAL CO NE HOLi:� I:)OWN o 0 o � U 5LA5 / ®1 �/�T I CO NI;�I T I®N5 LVL5 V Simpson Strong-Tfe W L0 DOUBLE 2X OR DOUBLE "SIMPSON' ' LTP4 CONNECTORS I HGP SEE 4 / DI FOP, MORE INFO. ( SEE PLANS ) IF TWO STORIES 4 SLAB, "1/8�� ANCHOR BOLT5 AND HDO5 HOLD DOWN WITH 1/2' PLYWOOD FLITCH CORNER CONNECTORS ( DETAIL 5 ) MUST BE UTILIZED. II OP SIMPSON M5TA16 5TRAP5 N €';— TO MEET 120 MPH WIND LOAD CRITERIA OR APPROVED EQUAL 1'>"` MIN. (2) 2X4'5 �/ /' //,,�''..,, �I �.. t'� — DOUG FIR #2 OR BETTER I� FAS�N W%14HIOd NA SIDE ILS POST T I h I CAL HIP I �`/E AI L� ?i' o �j �) N MIN. /I6" 5HEATHING II CORNER CON' `EC7I ON5 .. z - II I I X O i(i l .O II ( NOT TO SCALE ) y .� CORNER STUD CONNECTED TO HOLLOW COLUMNS AS SPECIFIED HOLLOW COLUMNS AS SPECIFIED VETO MEET 120 MPH WIND LOAD CRITERIA "SIMP5ON" C520 57RAP5 • TRANSFER SHEAR FRM .. ILL TO TOP PLATE SEE 4/DI FOR MORE INFO. I° • II +� a 2-I6d COMMON NAILS, 3" O.G. '"n • MIN. 10" LENGTH d MIN. 3 1/2" PROJECTION II V o` • • II 1/2" THREADED ROD PRESSURE TREATED POST • FASTEN W/ 20 5D511/4X3 5GRE APPROVED EQUAL II 3 SEE PLANS FOR SIZE ti Q HOLD DOWN CONNECTORS b„0 IN51DE THE WALL • OR AS PER MANUFACTURER'S SPECS. II SEE SECTION I FOR el S / D2 FOR TWO STORY CONDITIONS �V II STRAP CONNECTION w Q I I 12 / ®2 f•OR ONE 5T®RY CONDITIONS. 7/8" ALL THREAD ROD "SIMPSON" FACE MOUNT HANGER LL I N I I I �dh I� OR APPROVED EQUAL TO MEET ' <� A MINIMUM UPLIFT OF 9 600 psi WOOD BEARING -LA :::,•..,••••_•.••f, CAPACITY- NAILING PATTIERN 2x FLOOR J015TS AS PER MODEL NUMBER -1 ��•'•' ' •; MIN. 3000 PSI CONCRETE WALL -���lG�f "SIMPSON" CNN COUPLER NUT @ 16" O.G. REFER TO MANUFACTURER JOB N O. 05-066 1.j. ��-� ORNER STUD CONNECTED TO I OR APPROVED EQUAL - - '. � '. 0 "SIMPSON" "51MPSON" ABU44 OR .:� �, RANSFER SHEAR SLAB ANCHOR BOLT APPROVED EQUAL DATE 3 6 06 Q ( NOT TO SCALE OR APPROVED E UA OR AT 4X4 P FIRESTOP ............. r. Q L " ( POSTS, USE EACH BAY 2S�S�Sv k ................... �' I/2" X 12' ALL THREAD ROD ABU66 AT 6X6 POSTS ) IL "51MP5ON" HDQS OR APPROVED EQUAL MIN. EMBEDMENT "/" 9 C A Q I° FASTEN W/ 20-5D51/4X3 SCREWS • � � POST HOLDER EMBEDDED (2) "SIMPSON" H2 CONNECTOR L I= :A S NOTE D OR AS PER MANUFACTURER'S SPECS. " •e MIN. EDGE DISTANCE a i1 IN CONCRETE FASTEN TO OR APPROVED EQUAL ""' 1 • •. '• `� 7" FROM ANY EDGE ,. �a e P05T W/12 Ibd NAILS STUD 5PAGING, 16" O.G. MAX.(ONE EACH SIDE) Cc T I P I AL■ 5 GOI �� FLOOR E—CONCRETE FOUNDATION (5) ad FASTENERS TO RAFTERS/7R 55 Q ' CONCRETE FOUNDATION .` 1�ETA I L 0 GAIN'AG= WALL RETURNS CORNER �OL� >70WN AL.TE NATO Pr=7A I L TYP I C (5) ad FASTENERS TO STUDS AL t�OLLOW COLUMN I ( NOT TO 5GALE ) T f�I c - Q � TW 1� G � 1�OOi �5 TO MEET 120 MPH WIND LOAD CRITERIA AT HOLwLOIf� COLUMNS I N57ALL ATI ON. III0NATERPRO0r- DECK I:�ETA I L } ( ON ALL 5170OND F ( NOT TO SCALE ) CORNERSE THISD THAT I ARE DIREOTLY AB OOR I ( NOT TO 5rALE ) 1 :2 ( NOT TO SCALE ) 10 SCALE: 1/2 I -O *TO MEET 120 MPH WIND (LOAD CRITERIA FIRST FLOOR CORNERS THAT HAVE DETAIL *TO MEET' 120 MPH WIND LOAD CRITERIA "*TO MEET 120 MPH WIND LOAD CRITERIA *TO MEET 120 MPH RIND LOAD CRITERIA 12 SPECIFIED U -- . z z f I i G O M M E N T S : ISSUED FOR CONSTRUCTION: 3-6-2000 BASEMENT GIDERS REVISED:3-10-200(0 GENERAL REVISIONS: 4-10-2006 GENERAL REVISIONS: 12-12-2006 z GENERAL REVISIONS: 12-18-200(0 GENERAL REVISIONS: 1-II-2001 f- z DESCRIPTION DATE CHECKED B Y U 0 Q DRALUN BYs MT Table 3. 3A Rafter / Ceiling Joist to Top Plate Table 3.4 Ridge Tension Strap Connection Requirements ---- o Lateral and Shear Connection Requirements (Prescriptive Alternative to Table 3.3) w Ridge Tension Strap Ridge Board or Fastest Mile Windspeed (mph) Fastest Mile Windspeed (mph) z ) Fastest Mile Windspeed (mph) Rafter Ridge Beam 110 120 110 120 ' � o 110 120 Roof Pitch Roof Spain (ft) Number of 8d Common Nails in 1 2,3,4 Required Capacity of Ridge Rafter/ Ceiling Wall Height Number of 8d Common Fails each end of 1-1/4" 20 gage Strap Connection ( plf) 1,2,3,4,5 e 0 Joist Spacing (ft.) (Toenailed) Required in Each Rafter o (in,) and / or Ceiling Joist 123 3:12 12 4 4 394 484 v to Top Plate Connection 16 5 6 525 645 0 �- 20 6 7 657 807 --- 12 8-10 3 3 24 7 8 788 968 28 8 - 919 1129 32 - - 1050 1291 Q 16 8 3 3 36 - - 1182 1452 � 10 3 4 4:12 12 3 ,- 3 312 382 16 4 4 416 510 20 5 5 520 637 " Table 3.313 Uplift Strap O..►onnectlon Requirements 24 5 6 623 76519 � (Roof-to-Wall, Wael-to-Well, and Wall-to-Foundation) 2s 6 7 727 892 V 32 7 8 831 1020 z # O 0 (Prescriptive Alternative to Table 3.3) 36 8 - 935 1147 luI— z LU Z OK 0 Fastest Mile Windspeed (mph) 5:12 12 2 3 240 295JU 16 3 4 Q lu z �u 110 120 20 4 320 393 O �, � _ 4 400 491 j� � � Q Framing Space Roof Span Number of 8d Common Nails in Each 24 4 5 480 589 (in.) (ft.) End of 1-1/4" x 20 gage Strap1,2 28 5 6 560 688 O z , 32 5 7 640 786 36 6 7 720 884 Q 12 12 3 3 6:12 12 2 3 216 0) ] 16 3 3 287 352 264 16 3 4 20 3 4 7 24 4 5 20 3 4 359 440 o U 28 4 5 24 4 5 431 528 d, o i.i°i 28 "+ (0L1n `z 32 5 6 4 5 503 616 M o 36 5 7 32 5 6 575 704 �- c� ' ■ • y 36 6 7 647 792 T T it z :3 16 12 3 4 co co I,1 N 7:12-12:12 12 2 2 201 245 z 5 0 •• 16 4 16 3 3 `� 0 267 327 a 20 4 5 20 3 4 334 409 24 5 6 � 6 7 24 4 4 401 490 28 28 3 5 468 572 0 z 32 6 8 m 32 5 6 535 654 3 36 7 - FD 36 5 6 602 736 0 0 W 0 Ih CD NAILING SCHEDULE FOR WALL ROOF SHEATHING 110 4 120 mph WIND SPEED ZONE JOB NO. s 05-066 A5 PER WFGM I C1 15 EDITION MAXIMUM NAIL 5PACIN6 FOR Sd COMMON NAILS ALLOWABLE LOADS AND DEFLECTIONS DATE : 3-�-06 (INCHES, O.c� N NO. STATE BU I L.D I N6 GOOF 1�OTE: Q ROOF SHEATHING EDGES INTERIOR F02 STRUCTURAL MEMBERS S c A �. :A s NOTE D (RAFTER/TRU55 5PA4IN& 12 OR I6 0.0) LOCATIONS STRUCTURAL LIVE DEAD ALLOWABLE! R301.2.1.1 DE516N CRITERIA: CONSTRUCTION IN REGIONS WHERE c: 05-06 z (REFER TO TABLE 3.8 wFCM laa5) MEMBERS LOADS LOADS DEFLEGTIONI THE BASK WIND 5PEEID5 FROM FIGURE R301 .2(4) EQUAL OR 0 4' PERIMETER EDGE ZONE 6 6 I EXCEED 110 MILES PER HOUR ( 177.1 Km/h ) HAVE BEEN DE516NED �- EXTERIOR BALCONIES 60 10 L/360 INTERIOR ZONE 6 12 EXTERIOR N ACCORDANCE WITH p�� DE01<5 40 10 L/360 °r WALL SHEATHING INTERIOR ATTIC WITHOUT STORAGE 10 10 L/240 AMERICAN FOREST AND PAPER A550CIATION (AF$FA) �.Qr, 'E 0 (STUD 5PAGING 121, OR I6. O.c) EDGES J.OG►ATION5 ATTIC N 5TORAGE 20 10 L1240 )NOOD FRAME C:0N5TRUCTION MANUAL FOR ONE- AND �"`'� } (REFER TO TABLE 3.8 WFGhT IqqS) FIRST FLOOR 40 10 L/360 TW0-FAMILY DWELLINGS (WFGM), GRAFTER 3 ,, . , `' 4 PERIMETER EDGE ZONE b 12 SECOND FLOOR 30 10 L/3(60 INTERIOR ZONE 6 12 ROOF RAFTERS - GROUND SNOW LOAD= 45 p5f L/240 `- u>, F- z 7 1 x E 0 M M E N T S 3 G+ F. R A L. N O T E 5 OPENING PR()TECTIVE SPECIFICATION THE ARCHITECT WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE FOR ,AN I E�/I� ERIOIR UJINDOLU ANDQDOOR - RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TIECHNiQUES, SEQUENCES OPENINGS I 0T EXCEEDING 4 X V - AND PROGRAMS IN CONNECTION WITH THE WORK R3�t.2.12 Internal pressure. Windows in buildings z I. THE CONTRACTOR SHALL GIVE ALL NOTICES 4 COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS 4 LAWFUL ORDERS OF ANY PUBLIC located in wind-Lorne debris regions Shall have F- AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK 4 SHALL z PROMPTLY NOTIFY THE ARCHITECT IF THE DRAWINGS 4 SPECIFICATIONS glazed openings protected from Wind-borne UI ARE AT VARIANCE THEREWITH. debris Or the building shall be designed as a DE5CRIPTION DATE 2. OWNER AND CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE partially enclosed building in accordance with ARCHITECT 4 THEIR AGENTS 4 EMPLOYEES FROM ALL CLAIMS, DAMAGES, y C H E C K E D B Y LOSSES 4 EXPENSES INCLUDING BUT NOT LIMITED TO ATTORNEY FEES the Building Cocleo hf New YOr State• u ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK ' O PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS, OR EXPENSE:: Glazed opening protection for wind-borne Q (1) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH debris shall meec the requirements of the DRAWN B Y : OR N HE WORK OR DESTRUCTION ITSELF)NCLUpING TO HE LOSS OF USE PROPERTY Large Missile TE,'St of ASTM e 199(o of MT THEREFROM AND A5TM E 188& rel"erence therein. I (2) IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR I" OM155ION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE U Z FOR WH05E ACTS ANY OF THEM MAY BE UNABLE, REGARDLE55 EXGe�?tt�?n; 1000d structural panels with a 6 O WHETHER OR NOT IT IS CAUSED IN PART BY ANY PARTY INDEMNIFIED minimum thib<.ness of 1/1ro inch (11.1 mm) and a HEREUNDER. I- O 3. ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS. maximum span Of' a feet (2435 mm) shall be lu 4. ALL CODES 4 REGULATIONS OF N,Y.S. BUILDING CODE SHALL GOVERN OVER permitted for opening protection in one- Z o ALL CONSTRUCTION t INSTALLATION. and two-StorybUildin s. Panels shall be 5. ALL CONCRETE TO HAVE A MIN. STRENGTH OF 3000 PSI AT 28 DAYS EXCEPT g EXPOSED SLABS, GARAGE SLABS AND STEPS TO BE 3500 PSI MIN. precut to cover the glazed openings with z 6, FLOOR I JOISTS, RS 4 WALL STUDS TO BE DOUG, FIR '2 OR BETTER WTH A MINIMUM fb=825 PS attachment hardware provided. Attachments ►- o 1. ALL FOOTINGS TO BEAR ON VIRGIN SOIL WITH ASSUMED BEARING CAPACITY Shall be provided in accordance with o OF I TON. IF FIELD VERIFIED SOIL CONDITIONS VARY, CONTRACTOR la TO Table R301.2.1.2 or shall be deli ned to resist u NOTIFY ARCHITECT IMMEDIATELY BEFORE PROCEEDING WITH ANY MORE WORK g 0 A U! 8. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF the compolj-nte' and cladding loads determined h NATIONAL ELECTRICAL CODES AND SHALL BE INSTALLED BY A LICENSED t in accordance With the rOVISIOns Of the cn 0 INSURED ELECTRICIAN. p 9. ALL PLUMBING WORK SHALL COMPLY WITH N.Y.S. BUIILDING CODES AND SHALL Building Code of New York State, Z BE INSTALLED BY A LICENSED 4 INSURED PLUMBER:. Q 10. KITCHENS 4 BATHS TO HAVE EXHAUST FANS AS PER N.Y.S. BUILDING CODES. O Wr I- 11. DOMESTIC HOT WATER PIPES WITHIN INSULATED WALIL, JOIST, ETC. CAVITIES TO BE INSULATED. o 1 � 12. PROVIDETA$L fR301.2.1.2 FA GE PROGRAMMABLE CLOCK TYPE DAY/NIGHIT THERMOSTAT. GS 35 New York State 5ul ld ing Co1de U U 13. EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW 'I ' WITH GLASS LESS THAN IS" ABOVE FLOOR, THE GLA56 IS TO BE TEMPERED. WIND-BORNE DE5RIS PROTECTION FASTENING 14. INSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS 4 ONE ON EACH I 1' /� FLOOR LEVEL INCLUDING CELLARS INTERCONNECTED THROUGHOUT BUILDING. SCHEDULE FOR (WOOD STRUCTURAL FANEL8 d 15. WHERE HEADERS ARE NOT SPECIFICALLY CALLED OUT ON PLANS, PROVIDE U HEADERS OVER ALL WINDOW, DOOR, ARCHWAY ETC:. OPENINGS AS PER THE FASTENER SPACING HEADER SCHEDULE. " �I' foot 6 foot 11, ALL HEADERS P' OR LARGER MUST HAVE DOUBLE SUPPORT STUDS. FASTENER Panel span < Panel span < anal span 11. ALL LUMBER t PLYWOOD MUST S GRADE INCLUDE EiD. TYPE �00p S 6 nel S p nal 16. OPENINGS FOR EMERGENCY USE SHALL INCLUDE DOOORS OR OPERABLElu Q PARTS OF WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS 11 # Ili foot TO LEGAL OPEN SPACES. SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN II - AN EMERGENCY 4 SHALL HAVE A MINIMUM AREA OF 5.1 50. FT. WITH A 2 i/2 S II IIWOod aGrewa �� �� �� tu MINIMUM HEIGHT OF 24" 4 A MIN. WIDTH OF 20" WITH BOTTOM OF OPENINGS NO HIGHER THAN 44" ABOVE FINISHED FLOOR IN ALL ABOVE GRADE STORIES, F ( FIRST FLOOR WINDOWS OPENING ONTO GRADE COLJLD BE 5.0 SQFT. MIN.) i V ALL HABITABLE SPACES MUST MEET THESE REQUIREMENTS. I 1�tn� 19. ARCHITECT IS NOT ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS V NOTED OTHERWISE. 20, SOLID BLOCKING IS TO BE INSTALLED FLOOR SYSTEMS BENEATH ALL i'Or SI: i inch = 25.4 mm, 1 foot = 3�4,8 mm, I pound = Q>.1154 kg, -� STRUCTURAL T POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, BEAMS, OR OTHER MEMBERS BELOW. _ 21. LAMINATED LUMBER TO BE GEORGIA PACIFIC, G-P LAM LVL I.SE SERIES I mile per hour=1.609 km/h. (OR EQUAL). LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS I- INDICATED ON PLANS - NO SPLICING PERMITTED. LAMINATED LUMBER 15 + �� V # O NOT TO COME INTO CONTACT WITH CONCRETE. IN BASEMENT GIRDER LOCATIONS a.ThiB chart has peen modified to meet the 121a m.p.h. wind _ 11- PROVIDE BITUMINOUS MASTIC PROTECTION ALL AROUND BEAM POCKETS. MULTIPLE loading requirements is for Southampton Town.d MEMBER BEAMS TO BE FASTENED TOGETHER AS PER MANUFAGTURER5 SPECIFICATIONS. �, I ` 51n ends of the wood '--� z 22PLALNSSTEEL TO BE ASTM-A36 AND TO BEAR ON STEEL COLUMNS A5 INDICATED ON b. Fasten�rs Thal, be installed at oppo g �� Q 23. STEEL FLITCH PLATES TO BE A5TM-A36 AND TO BEAR ON WOOD POSTS A5 structural Via:^:el. 7- INDICATED W C. Nails sha I l b�; i'%d common or 12d box nails. ' Z F INDICATED ON PLANS. FLITCH PLATES ARE TO BE BC'LTF''.- .' , , I..'' :,H PLATE ( K. U E. ALL SCHEDULE PROVIDED ON PLANS WHERE rO'iFLIC�.'�L.!. d, Where- scr:'ws ire attached to masonry or masonry/stucco, ® Ll-1 24. ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR ll�l OTHER MEMBERS ARE TO BE INSTALLED WITH METAL JOIST HANGERS. attached uti!izing vibration-resistant anchors having a la _ 25. ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. 26. HOMEOWNER AND/OR CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED a' minimum ultim tt, withdrawal capacity of 49®- pounds. INSPECTIONS DURING THE COURSE OF ART OFUGTIOIsJ. STRU ARCHITECT IS NOT FOR OPENING FROiECTI` E5 (� RESPONSIBLE FOR CERTIFYING ANY PART OF THE CONSTRUCTION FOR WHICH 1� (� l..i I l( (� Ili HE DID NOT VISUALLY INSPECT DURING CONSTRUCTION. LARGER THAN 4' (5' REFER TO 13 7- UNLESS � T 2'7. ANY PILES MUST BE CERTIFIED FOR BEARING CAPACITY BY OTHERS x 1- 25, ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS I ■�- L -�■ I- Z NOTED OTHERWISE. DETAIL O �t I ,I,�,I(6 �J' HE E I i� X � 2Q. ALL PREFABRICATED TRUSSES TO BE ENGINEERED BY OTHERS. OWNER OR O^ CONTRACTOR TO PROVIDE ENGINEERING AND DESIGN CALCULATIONS. SUCH 1y V I Q CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED PROFE55IONAL ENGINEER. z z -90. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT AND CONSULT WITH THE ARCHITECT WITH ANY DISCREPANCIES PRIOR TO STARTING ANY WORK. 31. DO NOT SCALE DRAWINGS. 52, INTERIOR FINISHES TO BE SELECTED BY OWNER. O _Z 33. FRAMER Is TO ENSURE THAT ALL FLOOR MEMBERS DO NOT FALL DIRECTLY BENEATH PLUMBING DROPS. U z 34. ALL EXTERIOR WINDOWS 4 DOORS TO MEET A MINIMUM DESIGN PRESSURE OF 50. d' O (Q Lo ,.. 10 s.:: ■ O M J. REScheck Compliance Certificate liJ New York State Energy Conservation Co>natruction Code I - REScheck Software Version 3.5 Release Is 2x6 ON THE FLAT DOUGLAS FIR- MEMBER UNDER PLYWOOD PANEL -- -T-I�__-T-__�-__11-T-Ir---T---�i- Permit Number FASTEN EACH END OF 2x6 WITH 4) Date I'ilenarne: G:\Program Files\check\REScheck\REPOIRTS I 1 II 11 II 11 I II II II 11 I I � : ._ z TITLE: JOHN 4 JOANNE CALABRESE (6)08 X 4-I/2" SCREWS EACH END I I u 11 It u l n u u l 1 o O COUNTY: Suffolk Ghecteed By/Dates i i if---a---, iii i it-=_a---a---ii i i _ 11;,; 1' Gam. i„ •• I II ---JL---JL-=__ II I II - -JL---JL--- II I I STATE: New York 1 u u u n l II 11 u 1 1 0 T is J` U HOD: 5150 "8 X 4-I/2" SCREWS l0" O.C. AT ALL i 1 11 i u u 1 II ii ii ii i i c uJ CONSTRUCTION TYPE: Detached I Family PLYWOOD EDGES q11 �I I I I I II JL---JL--- II I II JL---JL-- II I I DOORS � 1/16" MINIMUM PLYWOOD PANEL TO I 1 IP 1r---1r--- I IF===Jr---lr--- I II p IF 11 1 II 11 11 II I i BEHIND a. NOT EXCEED A 4' X V DIMENSION I I II a u I u II 11 11 1 1 O Q c HEATING TYPE:Non-Electric I I II 11 II II I II 11 II u I I T DATE: 9-14-2005 SEAM I I 11 I l u _ ii i i ir z PROJECT INFORMATION: - JL_=_JL_ �-•� V d a 44"v.T.R 2x6 ON THE FLAT DOUGLAS FIR I-T-1r___F--- ---- -Ir---(r-=- --=-1-1-I--- �:;, x SOUND DRIVE, LOT "6 �� 2" 2" MEMBER UNDER PLYWG nD PANEL I I u II 11 1 11 u u I I w GR>=ENPORT, NY 1- - -t FASTEN EACH END OF 2x6 WITH I I II JL __�L=_-_ 11 II JL---JL__ (6)"8 X 4-1/2 SCREWS EACH END I d 4 1 U It � _ � - - - - - - i- - �- -� - _ � I 1 I I I I I I I i =_=II---�� 11 1 11 11 11 II---Ir--- ,I I I u COMPANY INFORMATION: I I " I I " I 1 II 1 II 1 1 - r 3 I I I I j1 11 1 11 II II 11 1 1 O ( _ I I II II i II It I I 4 qj IV?" 2 I1/2' 2 IIV2• 11V2• I IIIR• I I I JL---JL-__ I ___JL --JL___�1 MGDONOUGH t CONROY P.G. ARCHITECTS I P+OL• 1Y8 x 4-I/2° SCREWS IO° O.C. AT ALL I 1 Ik==-lr=--7---�1 1 Ik---IF---IF I POOL I I II II I 11 11 I I 3160 EXPRESSWAY DRIVE SOUTH, SUITE 200 T a WG. LAV w.c. I LAv LAv TUB PLYWOOD EDGES I 1 p It II p I II u 11 p I I _ `r ISLANDIA, NEW YORK 11-i-iq ui u u u II JOB N O. 1 05-066 I I II 4 I 11 II I I � �W) s s" 1/16" MINIMUM PLYWOOD PANEL TO I I p n u I I u II 111 1 p I 1 COMPLIANCE: Passes 2nd FLOOR 2° a 1 v2" - 3• s• - 1 u2" �" �' NOT EXCEED A 4' X 8' DIMEN51ON i 1��__iL__-U__�j tL�__i�_=Jl__JJ i I Er- d ) A T E , 9-14-2005 _ _ _ I II ICA, -- -9" - - T - CA I r ---1-1---------------1---- -----------1-1--- Maximum UA i081 • 2x6 ON THE FLAT DOUGLAS FIR- E G A L E IA 5 NOTED Ij. Your Nome ■ 850 I I I I I i O 2129. Better Than Code I I MEMBER UNDER PLYWOOD PANEL Gross Glazing 11 1/4• II�" 111m 1'• 2" I u�° I i v2" FASTEN EACH END OF 2xlo WITH EC z Area or Cavity Cont. or Door l Dw SINK (ron X 4-1/2 SCREWS EACH END- - . , . . LAv :1 05-066 lmt) 10" 10" O.C. O Perimeter R Value R Value U-Factor i� TYPICAL ----------1 WA NER r7I 5H R. f- Ceiling I : Flat Ceiling or scissor Truss 3651 30.0 0.0 126 let FLOOR G�S��` A�'R�y�TF 1" 11/2• 3" 3" 2 �I �� G�171YQUc�C� CIO. I CO. 3" C.O. GO. OPENING G Ff;�OTECTIVE5 FOR EXTERIOR '! Wall I Wood Frame, 16" o.c. 6310 19.0 0.0 333 I GD. O1 a• cry. } Door I Glass $20 0..34 219 OFENING5 L41:25-- -ER THAN X S FP , Floor I : All-Wood Joist/Truss: Over Unconditioned Space 3323 30.0 0.0 110 I 4° ,nn I SCALE: 1/2" = 1'-0" Ul c C. .1 4" - c o.TO TF OF NE`i'i AGENGT H.T. �- COMPLIANCE STATEMENT 1 The proposed building represented in this document is Consistent with the building plans, APrlev'D.sYSTEr1 specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York state Cons r they Construction Code requirements. When a Re (stared Design Professional SG2U�RI= FOOT AGES: has stamped and sign this p a, they are attesting that to the best of his/her knowledge, belief, and professional � � � � � I � � b I G � � J z Judgment, such plans or a cations are in Compliance with this code. I� 7 _NOT TO scALE FIRST FLOOR LIVING SPACE: 2,259 S.F. z Builder/Designer---_ ___ --------------------_---_ pate- �-� SECOND FLOOR LIVING SPACE: 1,513 S.F. - TOTAL LIVING SPACE] 3,8532 SF. 8 SF. -,� I G RAGE: 3 DECK 4 COVERED AREA: 619 SF. 1-co M M E N T 6 : 3 z Q z 8'-1 1/2" (o'-mil 01t3'-mil 3'-6 1/2" l'-4" 3'-6 1/2" 21'-'1 1/2" UI VIL3'-8" 3'-8" DESCRIPTION DATE CHECKED B Y 0 — — Za2m TILITY — — DRAWN BY qj / \ MT Irbil DIAM, X MIN. BELOW GRADE CONC. 5 NOTUBES - z TYPICAL {0 (3)2x1 P.T.PTTYP. - - - - - - - - - - - - - - - - - - - - - - - - - - - - cn l� 2668} O U II II 5 I M 0PER BUILDER z 114 FI L 0VERIFY R.O. W/ BUILDER I EXI - , d _ I ul J I I ~ � XS PRESS. TRTD. LEDGER r 4" STEP UP O AG TO HOUSE W/ 1/2 LAGS, I O.G. � Z TYPICAL $'-� I/2 L � a I - - - - - - - - -- - - - - - - - - - - - - - - - - - J I—Q -1 I- -� — - - -_—_j I I I I I N - - - p z / - - - " - - - - - '% - , ,- - - - - - - - - - II I L - - - - - - - - - - - J I I 4" POURED CONCRETE SLAB �v_5- 8" I HO I I WITH rbx6-I.m/I (Lm WWM OVER I i r II'-5 WATER UI I PCTED SOIL - I � U ,� I FURNACE � WELL COMA HEAT PROVIDE 1/2" PERIMETER I I EXPANSION JOINT 4 SLOPE TO _ ror 11 I/8 TJI 56m SERIES OVERHEAD DOOROIFLOOR JOISTS 16 O.C. IDROP TOP OF WALL AT( OVERHEAD DOOR LOCATION L FOR SLAB OVER UNEXCAVATED I I I I I I 4" POURED CONCRETE SLAB I _ I -I r r I WITH 6x6-I.m/I.m WWM OVER I - I ( I STEP FOOTING TO MAINTAIN �U ;- i I WELL COMPACTED SOIL I I ��-5 1/2" STEEL COLUMN ON I I 3'-0" MINIMUM BELOW li I I I `n I 36" X36" X 12" POURED I I GRADE (STEPPED 2:1 MAX.) I If 1/8" TJI 560 SERIES CONC. FOOTING ( L I I FLOOR JOISTS Irb" O.G. I TYPICAL IO I I I I I- - - - - - - - - - - - - - - - - - - - - - - - - - 11 I uj •� 0 I I I Aw I u] \\ \\ I I 4' i v2° 8'-8" a'-, v2" 13'-5 I/2°10 o r-- --, (L I I N l• I I WI2X40 DROPPED 0 \ I I I CONNECT TO JU ZZ -� L-g - j PERPENDICULAR L- ---i _ -_J 5ASIHME T m Q I to --� z STEEL COLUMNS 3'-? 1/2" z , GIRDERS - - J I II l/8 TJf 5rb. SERIES cv _ O 0 SEE 45 I Q I 4" POURED CONCRETE SLAB -1 FLOOR JOTS 5 12" O.C. I (� ,n a OVER �o MfL VAPOR BARRIER F_ I i —I Ju 1pD (L ON TOP OF WELL COMPACTED Q - - __j ( K Z U O 4 ( p► I ua SOIL. PROVIDE 1/2 PERIMETER oil EXPANSION JOINT. X I - - !-1 0 C4 F (3) 1 3/4" X II �/8" LVL, FLUSH - •- - c� 4'-1 I/2 I I r -� — — — I O I �I I I � i Q O , I I I I Q L IF- J I I PROVIDE WOOD OR CONC. AREAWAY I AT EGRESS WINDOW (O z J I � II /8" TJI 560 SERIES ci Q L-- --J PROVIDE GRAVEL BASE FOR DRAINAGE I IN D_ �/ _ / ) FLOOR JOISTS Irbil O.C. 0 (0 ua -, I I� Z ju X X w I Oln II /8" TJI 560 SERIES I Ii 1/8" TJI 56m SERIES Q / N , FLOOR JOISTS Irbil D.C. I i FLOOR JOISTS 16" O.C. C innk- ® rOn ■+�^- D_ —1 VI V ►n / / `� p 61 Ia (3) 13/4" X lO/8" LVL_FLUSH - - � Q- I (� / - m I PROVIDE GALV. AREAWAYS B - ' N r; AS REQUIRED AT 2520 I Im _ UTILITY WINDOW LOCATIONS I (TYPICAL) F i I I I PROVIDE DOUBLE BOX I I 0 OLO !€; ' U = I I Q, x Ir /-� ` , C i BEAM OVER ALL I I \� 00 ( I V1�1XC,4 Y ��G� ,� p BASEMENT WINDOWS, TYP. I �(`'� d' O 'I �/ z ;;..:. , Y :: �X� 9EWX40DXTI2I/2 H - - - - - - - - - � V\ ;. ' O � to �" 4" POURED CONCRETE SLAB SEE DETAIL BELOW I l� WITH 6x6-1.m/f.m WWM OVER - - - - ^„ r '�' '' :' €l;i o WELL COMPACTED 501L I I J� - - - - - - - - -- - - - _ _ � - - - - - - - - - - - - - - - - - - - - - - �� d�' N a N 2820 UTILITY 1/8" DIAM. ANCHOR BOLT _ � O o 2'-2l'I CORNERS ONLY WHERE 5 OUhN N SEE 8 / All o O o x N /%�/ its / V �r G 00 - - - - - - - - - - - -I - zc ' ortan x n' HOLD TO TOP OF WALL AT GRADE a W u- tp "C w FillIlm'-8" _ _j 4'-11/2" 5'-Im" 4'-61/2" 4'-4" OF 8'-mil II'-2" 2'-mil 6'-mil 2'-mil 3'-91/2" I�'-I" 2'-im i/2" JOB N O. 1 m5-mrbrb Ul lI'-9" F D A T E r 9-14-2005 OUNI� AT I ON / 5ASEMrzN7 FL AN -- 0 _ SCALE ,A S NOT T S p, SCALE: I/4" I'-mil NOTE: ALL FOUNDATION WALL-5 10" POURED CONC. KEYED TO A 12"x24" POURED CONC. FOOTINGS UNLESS NOTED O)THERWI$E. Cl m5-mrbrb (Mt) 0 FOUNDATION WALLS TO BE HELD 6" MIN. ABOVE GRADE NOTE : ALL FOOTINGS SHALL BE 3'-0" MIN. BELOW GRADE, STEP FOOTINGS AS REQ'D. TO MAINTAIN MIN. DEPTH f' OQ SMOKE DETECTOR I � PROVIDE 1 3/4" X 11 '1/S" LVL RIM JOISTS AROUND THE ENTIRE PERIMETER OF HOUSE. M- ANCHOR 5 O L T S ��S�F,RE.DONrCy�T�cl TYF I COIL SEE e�cD 011, ' DETAIL #4 5HEET - � Jr- STATE F l� z z F1 r 3 AIR 15 C O M M_E N T S Q 3 z z I- 9'-5" 21'-1 1/2" z '10- 6'-2I/2" 4'-6" 3'-11/2" 6'-0" 3'-1 1/2" 4'-5" 3'-6 I/2" V-8" 3'-8" 3'-61/2' DESCRIPTION DATE CHECKED B Y U i L-! ( DRAWN BY : MT DHP 6510 i O I I � LEGEND i 455REVIATICN-5 / z o N. R � / \Y DENOTES 2x6 FRAMED WALL C 6, I I 1 ~ O _ DENOTES LOAD BEARING WALL —t DENOTES HIGH OR { I o I 0 I FLAT I- -_ SLOPE 110' ASF I SLOPE C e LOW PLATE _ _ - -- - - - --+ - - - - - - - - ■ DENOTES POST 6' l N O - � I DENOTES POSTED 6' z Z ~ ® al LOAD FROM ABOVE I I I TWO CAR GARAGE °o O ice, NLGD 080E NLGCD6080L �� - - - - - - - - - - - - — I- - - - - - - - - - - - -I- - INSTALL 5/8 TYPE "X" FIRE RATED �- U O U ABV. ABOVE "r'"` " "" GYPSUM BOARD ON WALLS 4 K--, w ul ___j ASF ABOVE .SUB-FLOOR / CEILING ADJOINING LIVING SPACE C 42"H. SNACK BAR ON-- ___-- y _-_---- -� / TOP OF 2x(o KNEE WALLLDW BOTT. BOTTOM ' // t 36" PREFABRICATED WOOD BURNING I �� I a I � F �—- " ►� ' U B.W. BEARING WALL � / I METAL FIREPLACE TO BE U.L.UL. LISTED SINK f w Q AND CONFORM TO N.Y.S. ENERGY _ BID G� �G - / - - - - - - - 61 CONSERVATION AND CONSTRUCTION 1 _ V - CODE - PROVIDE F,4.1., HEARTH AND I I KITCHEN 32" METAL INSULATED DOOR SURROUND TO CODE.FIRESTOP CHASE f WITH SELF CLOSER l"C" LABEL) 0 v ✓ �(� Q D. DRYER -� 8'-0" O.G. VERT. W/ NON-COMBUSTIBLE V, llI DIAM. DIAMETER z MATERIAL I I I PROVIDE STEPS WITH RAIL ' P1 TO GARAGE SLAB AS REQ'D. � ,n D.O. DOUBLE OVEN ( I I �J 6 O PROVIDE PAN W/ FLOOR � pi D.W. DISHWASHER 0 Q. EQUAL 1 CO xEREP O CP I I `� AND Iv VENTILATE DRYER TOLOCATION 1 n E I 12 DIAM. F BERGLASS V COLS. BY 54G GREAT ROOM I I r THE EXTERIOR I FL. FLOOR I I I I DN. r ' lNl! t li< GALv. GALVANIZED Ul HDR. HEADER - —- -- - - - - - - I I ISLAND HORIZ. HORIZONTAL - \\\ Q "I/r i SEATLAv, V LvL LUAMINATIED VENEER `9 \ I D SHOWER I� zL BER y8'-0" 1/2" 4'-8" 5'-3 1/2" 4'-4" jzm -3 1/ " 10'-2" Z LAY. LAVATORY \ FWG41 OAPLR - - - - - - - - - a - - O MA5. MASONRY _ _ I00 I _ JU F- M.G. MEDICINE CABINET 4 " ARCHWAY o — — — — p W B - z m z `k ''II '' U _ E 48" ARCHWAY 48" REF. Y. I T C ` ' Q to Ul PED. PEDESTAL �_ q 3 N -- ' W.G. � o � PARALLEL STRAND PSL UMBER = ~ 1DR III `~ L �n MECH. VENT. i„ " . N I 48" ARCHWAY - � O Q P.T. PRESSUFZE (� TO EXT. I r 45 Il) PR ATE>ATIVELY B x 4 _ '-3 1/2" 4'-8 1/2" 4' 3 1/2" 1'-3 I/ 185 R. RISER (S) "112 R.R. ROOF Rs%FTERS 6 -0 -13 6 1/2 1 �J O Ill R. � S. ROD t SHELF � = "hill, R.O. ROUGH OPENING � =LIVING ROO1"I � I I I I F O Y E IR I 1 DINING ROOM � GUEST ROOM � � I� � R cn i t I I (OPEN TO ABOVE) l I i i sTL. STEEL /JUNIOR SUITE 5. SINK 7 TYP. TYPICAL. C I I 11 PROVIDE 30" INSULATED -OD Z BASEMENT DOOR I I O VERY. VERTICAL / U VERTICALLY �- 0 VIF VERIFY IN FIELD ,. I I v 34 MIN., 38 MAX. HIGH W. WASHER OPEN RAIL NOT TO PERMIT I ( i ' T �: I 'I„ o _ 4 4, SPHERE TO PENETRATE I - N I I CAM t� W.C. WATER CLOSET = N � e iitl d' N Ill in I Q T T m I� r� cv .. . L - M M _ ( o 1 r Z r, J CD COTj % ,� O - w N - _ p U 30 8P NTRY W/ fZ tL 'I .. .. " ww C2) 12" (DELIGHTS 12 DIAM. FIBERGLASS n, >n. UP ISR - COLS, BY HB 4G Y 81/4" MAX. - m Owl � 1a I e OQ yIN z v N lcr z 30 2 USTOI"I WIND W D P30156 H T BE SELEC E ' �'� CL i BY OWNER: x W 3 4'-1 1/2" 2'-11" 2--II" 4'-6 1/2" 2'-3" 3'-6" 2'-3" 3'-8" �'-65" 2'-0" 3'•0" 3'-0" 2'-0" -3 I/2" '-6" 8'-(o 1/2" i'-4 J O B N O. a 05-06�o 4'-4" 8'-0" II'-2" 10'-0" 3'-91/2" D A T E 9-14-2005 ll_ SCALEsAS NOTED 0 %`ilf J Cl 05-06(o (mt) 3 I-- O ��Ep ARCH/TF�� I T I ✓�, i I O O i.•. ONO SCALE: 1/4" 1'-0u ~� NOTE: ALL WALLS 2x4 a 16" O.C. CONSTRUCTION, UNLESS NOTED OTHERWISE ®w_ ®DENOTES HARDWIRED SMOKE 4 CARBON MONOXIDE DETECTORS AS PER SECTION R311 OF NY STATE CODE, TYPICAL. 'K S Nn. I- TATF- l� z 3 AI R � � C O M M E N T S 3 4 7 7- DESCRIPTION DATE C H E C K E D B Y DRAWN BY : / \ MT LINE: OF WALLS BELOW 7 0 (O I'I'-8" 22'-3 1/2" I 15'-il 1/2" 14'-9 1/2" (� 4'-11 1/2" 12'-8 1/2" 3'-1 1/2" 6'-0" 3'-'I 1/:2" 4'-6 I/2" I Q z ( ( F- 0 ul 0 CUSTOt C:UST M ( � �., HIGH WI DOWS HUGH INDOWS -� NEADER SCWEDULE ALL MATERIAL FOR WOOD FRAMIt`'tG TO 0` HAVE A MINIMUM fb OF 025 P.S.I. / - - - - - - - - - II 'it I, _ — - - - - - -N_j qp- - / ( _ Off 0 WHIRLPOOL LUMBER 61ZE: SFPANS: / O WTUB F- U (2) 2X8 UP TcO 6'-0" / I PE % _ U OU (2) 2XI0 (o'-OW TO 8'-0" v r 9:1 �' e !; MAST 8,4T U (2) 2X12 S'-01" TO 10'-0" C _ ( � OROOM � F POSTS SHALL BE 4X4 (NOMINAL) UNLESS � C � I � CL G _ NOTED OTHERWISE. `�' li SHWR I -r SLOPE I FLAT I i W/ SEAT FLAT ' NOTE: ALL SIZES CALLED OUT CN ANY OF - 110' ASF m ASF I 1I OPEN TO GREAT ROOM BELOW i■IH■ I ��-10'-6" Q THE FOLLOWING DRAWINGS WILL SUPERGEDE r� llf I MECH. VENT. THIS SCHEDULE. I —� I �,i. �� � tl t0 EXT. V 1 t S. LEGEND 4 A55REVIATIONS 45• _ � \ m Q '� HIS tt�i�c. FRS uLi,✓. _- \ I w Q DENOTES 2x�o — I \ = 36" MIN. OPEN RAAIL I1 Q� -' FRAMBD WALL N1/211 NOT PERMIT A 41" DIA. A, 'DENO?ES LOAD �r 0 SPHERE TO PE:NNETRATE L------_ -- ---------------- A BEARIING WALL � m R. t S R. t S. � /DENOTES HfCsH OR LOW PLATE ro 1/2 6 #') '1;� 1 1/2" C 22'-0" 1'-6 N4'-2" 2'-(6" 6 1�" 1'-0" I p 14'-9 1/2" ( ;+ z # O IL ■ DENOTTES POST - — — — w — — — — — — — — — — — — l O DENO'TES POSTED L v I I BRIDGE 0) --� 7 ® -- II FLAT FROM 1 / .A5F C I I _ A Z ABOV-E 0 �ATN K e I RA F ABti'. ABOVE - - - - —---� W.G. I ® I l.l--I U � N .. ASF ABOVE SUB-FLOOR L-4-1 R t S. I I dill' i BOT'f. BOTTCDM ' 1 W. BEARkINCz WALL �; TUB DOWN ! I I ,'n� lu Q B u � BID. B1DEtr k I MASTER SUITE l�l FLAT N I O GLNG. CEILINlG _ ui \ OPEN TO FOYEER BELOW i I pl s 10' ASF 1 \ D. DRYEIR 6Q / S FLAT SLOPE C wj \ \ LOPE DIAM, DIAMEZTER 0 - '� J \ ( I©' ASF I _ ul = N I SITTING ROOM c D.D. DOUBWLE OVEN \ O — _ I Q C I (� D.W. D ISHWJASHER ® 6► I ++- z � Ea. EG1uA1L — — — — — — — — — — — — — — — — — — FL. FLOOD iv m Z ASF I ( 'iL u z04 - - -—'o' GAL✓. GALVANIZED ® SLOPE I OO SLOPE O U HDR. HEADIER �/�� O CD Ln HORIZ, HORIZONTAL i+l � LVL LAMINIATED VENEER �u.i LUMBER \— — — 6, O L1 UMA w NLG 9068E LAV'. LAVA70RY C / IuLl \ `" w _ 36" MIN. OPEN RAIL PLANT LEEDGE BELOW B NOT PERMIT A 4" DIA. M M o MAS. MA501NRY S CO CID ` N a ? / w \ nj O m>- BAL ONY SPHERE TO PENETRATE m 7 M.C. MEDICINE CABINET04 O o I N PED. PEDE6TAL 30 2 U r- d n' PSL. PARAILLEL STRAND 2052 SE 155 218 2 „� _ U LUMBER P.T. PRESSURE OO PRESEERVATI VELY c TREATED R. RISER: (S) Z cC v z 3 R.R. ROOF RAFTERS 4'-1 1/2" 2'-11" 2'-11" 4'-6 1/2" 5'-4" V-11/2" 3'-1 1/2" 5'-5" 1'-2" V-9 1/2" L � d ROD It SHELF �'"� a o� 10.0 x u 14'-6" 4'-4" Il'-0" 15'-11 1/2" 14'-9 1/2" -3 I/2" ( o r\ R.O. ROU(S" OPENING ll 10 STL. STEEL. ' 3 S. SINK TYP. TYPICAL VER'r. vERTIICAL / L JOB NO. $ 05-066 VERTIICALLY G ® N F O L A N, SCALE: ,/4„ I 0�„ ID A T E 9-14-2005 111 _ ,_ � vIF VERIFY IN FIELD f NOTE: ALL WALLS 2x4 a 16" O.G. CONSTRUCTION, UNLESS NOTED OTHERWISE 0 W. WAEfR ®DENOTES HARDWIRED SMOKE t CARBON MONOXIDE DETECTORS AS PER SECTION R311 OF NY STATE CODE, TYPICAL, W.C. WATEF2 CLOSET FS G A LEAS NOTED 7 C, 05-066•lmt) _O JNARO(/ FAT N0.0196 ST4TE OF N y l� z z 3 • A4oF 15 C O M M E N T S 3 z z z DESCRIPTION DATE CHECKED B Y u 0 (2) 2XI2 HDR. D R A W N B Y 0 Q��- - -^-� r�J MT / "� \Y. 2) X12 HD Ul I I z o 2 X 10 CLNG. JSTS., 16" O.C. I e 1 g 10' ASF I � Z HEADER SCHEDULE FLAT � =I I e I0' A5F I SLOPE I ( ' _ ALL MATERIAL FOR WOOD FRAMING TO X I ( I I � L) ul HAVE A MINIMUM fb OF 825 P.5.1. -1 NOMINAL LUMBER SIZE: SPANS: I I I I , N 0 I I II O (2) 2X8 UP TO 6'-O" —_ (3)L3L__4'!x11_2/9 °LVL D_ROPPE2 — — (3) 2X12 HEADER (3)2X112 HEADER — —I (3) 1 3/4" X 11 '1/8" LVL, FLUSH —i— — I I (2) 3/4" X II /8" LVL, FLUSH J� z { -- rl-- - - - - - ,W p w (2) 2XIm 6'-0" TO 8'0-0" � � (3) 2XI2 HDR. BETWEEN DOOR < - lL o WIND)oW AE3ovE I I I I u C2) 2X12 V-0" TO 100-0" A,; �� �I - I � II i U 0 IJJ POSTS SHALL BE 4X4 (NOMINAL) UNLESS �- NOTED OTHERWISE. • NOTE: ALL SIZES CALLED OUT ON ANY OF / `��v r _' I ( ) II 1/ ' TJI 560 FLOOR JOISTS I� u THE FOLLOWING DRAWINGS WILL SUPERCEDE v X I I{ I I I I 16" O.C. i x N THfS SCHEDULE. ' O I' 110a - m I� I �Q O m a I I4 I^ I 11 7/8" TJI 560 FLOOR JOISTS ( I I I 16 �1 LEGEND 4 A5i3R OPEN TO ABOVE O.C.EYlATIONIS Ixo � � I u, I, I cSl (� DENOTES 2xi6 I mQ 0 Ill FRAMED WALL Il ry> DENOTES LOAD X I, _ BEARING WALL !- � m I I - (3) i 3_/� II 1/8" LVL, FLUSH --- DENOTES HIcGH OR �m - - - ft LOW PLATE \��L�� r ` - ■ DENOTES PCOST \ 4sr,, X I C NO = DENOTES PC.05TED \ �� m I { I I X O l(•�• (� ® LOAD FROMICIA +F- , ABOVE \ (2) 1 3/4" X 11 1/6" HDR. (2) 2X12 H ADER DECORATIVE DROPPED ARCH I I"�Q ) 1 3/4 X I1 1/8 LVL, USN UNDER WA_L ABOVE Q z # O (2) 13/4 X II 1/8 LVL, FLUSH �� �� ` O ABV. ABOVE — = — - _ - - - - - -- -- - - - - - - - - - - - I - -_JX Hi j- Z ASF ABOVE SUB.-FLOOR — — — — - N o x � , v � K BOTT. BOTTOM ' � „ � II �/8" TJI 56C� FLOOR JOISTS � m 5 DIAM. STEEL COLUMNS in <Ck „ Z u B.W. BEARING WALL TYPICAL 11 1/8" TJI 560 FLOOR JOISTS T 16" O.G. — — — — L�1 ul BID. BIDET 16" O.G. DECORATIVE DROPPED ARCH - O >' CLNG. CEILING } - (2) 1 3/4" X_ 11 -1/8"_LVL, FLUSH - _ 1 I I ( 2XI2 HDR D. DRYER x DECORATIVE DPOF'PED ARCH I I J� Q DIAM. DIAMETER 111 D.O. DOUBLE OVPENVCEILING 3:T 1- D.W. Df SHWASHEiR - - - O CONGEAL STAIRS Q I I I I O 7 n l3) 13/4 X 11 1/8 LVL, FLUSH �•- ui 3 awl I III ! I I Z Ea. EQUAL xol) ') 0{ I (2) II 1/8" TJI 560 FLOOR J ISTS ��O// UJ FL. FLOOR ��� AC I I I I I 12 O.G. v ® O 'L Q � m Q Q z GALV. GALVANIZED �ti+/ - I / �I OPEN TO ABOVE ?I I m I ) �- ti �,� �I,I it NDR. HEADER '`� '1/8" TJI 560 FLOOR JOISTS I I Q HORIZ. HORIZONTAL v r I I I 16" O.C. II 1/8" TJI 560 FLOOR JOISTS 6' - In 1- LVL LUMBERED VENEER 0 16" O.G. x I i I 0 b � U z I { x d' 0 LAV. LAVATORY X !II m C3) 13/4" X II 1/8" LVL, FLUSH UNDER WALL ABOVE t() MAS. MASONRY �) p - - - - - - - - 04 0 M.G. MEDICINE CABINET ` �' N 'I UI (2) 2XI2 HDR H PED. PEDESTAL z PSL IF PARALLEL 1STRAND -e-�--B' CD CD € 'o r �1 (2)2XI;2 HDR LUMBER m Z P.T. PRESSURE II 'T/A" TJ)I CLNG. JETS X PRESERvAT'IVELY ?�`' / X 16 O.G. t p to O TREATED y�% ��1 �` V 0- tL R. RISER (S) —_ - - -_ (2) 2XI2_CDROPP_ED w (2) 2XI2 HDR.R.R. ROOF RAFTERS (2) 2XI2 HDR (2) 2XI2 HDR +1 _(2)-2XI2 H D_R. < S. ROD E SHELF GO o R.O. ROUGH OPEINING v 5" DIAM. STEEL COLUMNS '" STL. STEEL o. S. SINK TYPICAL Q 0 X 1V��Ilf1 TYP. TYPICAL V;: Wo VERT. VERTICAL VERTICALLY' 3 VIF VERIFY IN FIIELD s�COND ��.00 f=RA ENO FLAB � W. WASHER JOB N O, � 05-066 SCALE: I/4" I'-0" W.C. WATER CLOSET NOTE: PROVIDE SOLID BLOCKING UNDER ALL POSTS DURING FRAMING d PRIOR TO LOADING OF UPPER LEVELS. p A T E r 9-14-2005 u_ SGALI= sAS NOTE D 0 z G, 05-066 (mt) 0 -RED AR�y/TF �rcD0AII, c� I- �T9E0oN6 l� z z 3 C O M M E N T S r 3 Q z z Ill DESCRIPTION DATE 3 C H E C K E D B Y 0 DRAWN B Y s � / \ MT 14 z o w z � I � F� o x v HEADER SCHEDULE (3) 1 3/4"X9 1/2" LVL, HDR. (3) 1 3/4"X9 1/2" LVL, HDR I � z O ALL MATERIAL FOR WOOD FRAMING TO HAVE A MINIMUM fb OF: 825 NOMINAL LUMBER SIZE:: SPANS: - / I I III (2) 2X8 UP TO &'-0" / U p 4 - - - - - - - - - - - - - - - � 2X6FALSE � / N N ?X4, 16" KNEE WALL I �I'II l2) 2X10 6'-0" TO 8'-0" I _ m� TO UNDERSIDE OF ALIGN HIGH CEILING RAFTERS / 0� HIGH CEILING JOISTS W/ TH15 CORNER I 9;1� 16" O.G. z lL Ili U pO0 N C2I 2XI2 8'-0" TO 10"-0" 0 U- 2x10 CEILING JOISTS POSTB SHALL BE 4k.4 (NOMINAL) UNLESS O.G. NOTED OTHERWISE. 01 I O Q i 0 i;q m +/-10'-(o" ASF + NOTE: ALL SIZES CALLED OUT ON ANY OF 0 III THE FOLLOWING DRAJJINGS WILL SUPERCEDE 0 SLOPE I e 1©A5 e THIS SCHEDULE. ^I I z@ I � FLAT 1 2X4, 1(o O.C. KNEE WALL 11I U - UNDER ROOF RAFTERS _ LEGEND 4 AB15REVIATIONs N _ _ _ _ - l3) 13/4" ) IS" LV_L, FLUSH DENOTES 2X9, \\ - i FRAMED WALL ?J` \ 2x10 CEILING JOISTS 0 +\ \ I6 O.G. X f I L DENOTES LOAD ey ` - - - - - - - - LL i ,� [BEARING WALL - - - - - � ( I ^ I 4 L �z i 17 DENOTES HIGH (2) 2XI0 HDR OR i v # . U .._ LOW PLATE - - _-- <; �_ ---_- -- - - _==_-- - --_-_ _ z z O 0 z - - _ '' ` ■ DENOTES POST III 0 r I w ��0 OLL III I I Q o ( _.I lu I - DENOtES POSTED =� X U sx O I I =11 - - - _.I z O ® LOAD FROM Q 2x8 CEILING JOISTS I loop v F� U( I I I p - - - - - - - - - - - - - lu Z 0 ABOVE fro" Ill x p sn I II1 x Itu cv� g 1 1/8 ASF Q I (V I ABv. ABOVE III�� I a III I ( �11 u ^ I -- __ _ ----.-__ ,J --- --=--(2) 1 3h4" X 14" LVL, FLUSH - I I toIII lu 04 ASF ABOVE 5UB-FLOOR cz BOTT. BOTTOM ;1! Lu I � (� Q BEARING WALL I I 0 l a "�" ►--1 nO uI BID. BIDET r� U 1x10 CEILING JOISTS �' �j D- hAr i 16" D.C. I 'il z OQ �L � 0 I m10' ASF I II' � = 0 IC O I- —_— -- ; �'+ 1� I I ''. w 10, ASF w I Z ,I , CLNG. CEILING V,_. , _____-__-___ _ FLAT Q S I I ill u X O J�--1-� D. DRYER ¢ SLOPE ", III DIAM. DIAMETER \� \ O / \ ` I N I e 10' ASF l x \ — I V EN + �1j' 0 2x12 CEILINIG JOISTS D.O. DOUBLE O E z D.W. DISHWASHEF;?, z \ Z I;I w/ (2) Zx6 STFRONGBACKS 3 EQ. EQUAL ` / \ 4r AT MIDI-SPANS ul \ / \ / V @ TO UNDERSIDE OF I RAFTERS I - - - - - W - - - - - - -- - - -- r;: ::;:<^ 2X& FALSE I, tjli:l. Z FL. FLOOR � ?x8 GEIT1.1fV�s_JOISTS � I 2X4, 16 KNEE WALL GALV. GALVANIZECD I 16" HIGH CEILING JOISTS ?: ?I. U I x I(o O.G. �p I O €: z � I 6 12' ASF I ( ^ HDR HEADER x SI.OFF I I SLOPE I I �!I- ------_.— -- _— _ _- -- CO Lo 4 HO I . HORIZONTAL. ^I II I Rz rncM LVL LAMINATED `VENEER lot' N UI LUMBEER z LAV. LAVATORY - c _ _ ? ` ¢ p (2) 1 3/4"X9 I/2" LVL, HDR. CO CO N MAS. + ui MA50NRY w `�O 3: m \\ z M.C. MEDICINE C415INET x 0 x N O FED. PEDESTAL �\��`�--- C4 .Jr PARALLEL STRAND (2) 2X10 HDR. -�-- '�-- PSL LUMBER (2) 2XIC HDR, CONTINUOUS OVER ARCHED WINDOW +�: P.T. PRESSURE •J PRESERVATIIVELY 0.0 � ' .0 •c 0 TREATED z R. RISER (5) 0 � r v R.R. ROOF RAFTERS y d �I I I �) L3 0 - R. t 5. ROD 4 SHELIF 5ECOI �D FLOOR CE ( ice I I �� FLAN �: W SCALE: 1/4" = I'-0" ROUGH OPEh�41NG OrS Vol STL. STEEL NOTE: PROVIDE SOLID BLOCKING UNDER ALL POSTS DURING FRAMING t 3 S. SINK PRIOR TO LOADING OF UPPER LEVELS. TYP. TYPICAL J O B N O. s 05-0%(o 111 VERT. VERTICAL / VERTICALLY` P A T 1= s 9-14-2005 1- VIF VERIFY IN FIIELD W. WASHER SCALE sAS NOTE O W.G. WATER CLOSET z Cl 05-0(0(o (mt) _O F- f D Rr?CyjT S% Ahi�j�`"cT DO I- AjFOF N i Q A& o 15 3 i C O M M E N T S 3 z z z Ill DESCRIPTION DATE CHECKED B Y 0 DRAWN BY : MT X z oc 'E? ADJUST ROOF SLOPES I� 'a 12 � IN FIELD � cl z FRAME GABLE ROOF PRIOR I 2XIO ROOF RAFTERS It ~ ° TO MAIN ROOF +— 16" o.c. x -t o C 2Xfo COLLAR TIES, Iro" O.G. � 0 Lu N � I z z u- i \ \\ 2 X 10 ROOF RAFTERS, 16" O.C. O p w CRICKET V w I U u- w I ? O — i U Q O SWOOP +- X I O = 0 J O I p� �p Lu M — . � 1�10 ROOF RAFTERS U 2XI2 RID E— is q � X RAFTERS TO BEAR ON Q 16" O.G. N C14O 0 `" \� O KNEE WALL BELOW U N� cn Q Ill r ,�+��� \� O S P���\�\\\\\ •` '}"i� 73 2 X lop, RA14 FTERS ALIGN RIDGES ; \\. X -f� \\� \ < i .. C14 ,,\ \�, \ yi P05T HIPS t RIDGES t__-- \\ TYPICAL000, v +�- { ILI �\, N z 10 ROOF._RAFTERS 16" O.C. \\'\\�`\ \ ��\\ \ THIS ROOF TO BE FRAMED ¢,(v' ,\ \\ \\\ \ RA ED Z —IJU OVER MAIN ROOF u- o (� tu U ALIGN FASCIAS 9 12 UI O Lu 011 Ld -� \ \ \\�\ 2XI2 RIDGE \\ �, ` �` `�� PO T,TO ONTO \ \�; �� I LvL'S BELOW `� �\. :�)I. �\, 4�P N 111Y- 1' o \� tu , \. �Q 2X6 COIJLjAfR TIES, 16" O.C.IN +/2 \ \ QC U Z 2 X 10 RCJOF RAFTERS, 16" O.C. i 2 X 10 ROOF RAFTERS, 16" O.G. oL — z �O X Lu 9 11 9 : 12 cv 2XaR. R. \\ \\ \ -}-?�\�\\\I \\ 2 X 10 RO F RAFTERS, V' O.C. 9 : 12 Ul 0 p! (2) 2XI0 R. R., LOW r r - - M M ' ,\ X z \ — - U lil :f Its ALIGN FASCIAS �' m c FRAME MAIN SIDE TO SIDE GABLE ROOF PRIOR TO MAIN FRONT TO BACK ROOF Z; y FRAME TURRET ROOF PRIOR TO MAIN ROOF CAP �•/ X W 0 3 ROOD Lm A N IL SCALE: 114" I'-0" J O B N 0. : 05-066 u� ALL ROOF SLOPES ARE 9 ON 12 UNLESS OTHERWISE NOTED. IV S-14-2005 INDICATES FRAME OVER AREA DATE : U- SCALIoAS NOTED 0 z C, 05-066 (mt) 0 I- ED ARCy�� 0 Sv�',cD0N0y���T } �Aa, ✓�' O1 63� ,�- h �TgTf OF N z z Ado 15 i I I l - - C O M M E N T S 3 z z z PROVIDE RIDGE VENT TYPICAL EXTERIOR DESCRIPTION DATE � CHECKED B Y 12 FINISHES: 0 � 9 Q DRAWN B Y s MT 18" x 30" VENT W/ INSECT SCREEN z a O 12 +- O z o 1 12 12 12 y ARCHITECTURAL ASPHALT ROOF SHINGLES z ALIGN FASCIAS - 0 � y- � N Ix5 DRIP EDGE APPLIED TO Z Ix8 FASCIA 0 \ Ixb FRIEZE BOARD OL I- BLIND FLASHING W F \ U jj \ 36" MIN. OPEN RAIL (l� I NOT PERMIT A 4" DIA. SPHERE TO PENETRATE CEDAR "PERFECTIONS" 5 1/2" EXPOSURE PRE-PRIMED WINDOW/POOR TRIM/ 111 ,i ANDERSEN WINDOWS - 5F-E PLANS ++� t� FOR MODEL NO'S. GRILLE PATTERNS 111 k' AS SHOWN 12" DIAM. FIBERGLASS COLUMNS L6 BY HBO z O to APPROXIMATE GRADE �-- z lu � OK 0 I- JU FRONT ELEVA710N SCALE: 1/4 . 1 -0 0 " ' " Q o � 1- n� {PROVIDE GUTTERS AND LEADERS AS REQUIRED WHICH ARE NOT SHOWN FOR CLARITY PURPOSES. Q .'I t O z v 5 lu 11� PROVIDE RIDGE VENT innL- O ,0 .++'n•- z ►� 12 z 0 Lo U CCo Lo M M o 12 9 € Iii::: 0 � X ...... .'.i 1. to C3:I a. tR Z'f�C z a 0 ` _ x W o M Q I 12 g JOB NO. : 05-066 SCALE :AS NOT U- O Cl m5-06(o (mt) z __ 0 �RE.D AROy�T�C N0.0 9�36 �' STATE F � vU l� z 1� I Gt�T S I ELEVATION. SCALE: 1/4" = I'_m" Q -PROVIDE GUTTERS AND LEADERS AS REQUIRED WHICH ARE NOT SHOWN FOR CLARITY PURPOSES. 3 C O M M E N T S 3 z z z UJ DESCRIPTION DATE CHECKED B Y U O 12 DRAWN BY : Q 9 MT 12 I sg.5 I— z z o o (� UI � a -1 1- 0 O � O U 12 12 Q ®� � Q VI l uwtu i z � O o }- o u ® > � REARELEVA710N SCALE: I/4" I'-0" Q +PROVIDE GUTTERS AND LEADERS AS REQUIRED WHICH ARE NOT SHOWN FOR CLARITY PURPOSES. OL PROVIDE RIDGE VENT O lu z o Lo f F 0 LID U � O /�W- Lo 0) M o d' Ngo N U� 12 r r M cM o eF co CID 12 12 12 3 o z y I � ` W El I ILJ t0 11 JOB N D. a 05-0�0(0 — -- -- — - P AT E : 9-14-2005 SGA !_ EsAS NOTED O G, 05-066 (mt) z 1- -- 0 � � I ARr cDONp�Gy��' ol ATE OF N• ;� z I.,Ef=7 51 =�E ELEVA71 ON SCALE: 1/4" ■ I'-0" PROVIDE GUTTERS AND LEADERS AS REQUIRED WHICH ARE NOT SHOWN FOR CLARITY PURPOSES. AI:t F 15 _j C O M M E N T S 3 2x12 RIDGE z �8 TYPICAL ROOF CONSTRUCTION: -- z ARCHITECTURAL ASPHALT ROOF SHINGLES L J u� 15" FELT PAPER DESCRIPTION DATE In" CDX PLYWOOD 2X8 ROOF RAFTERS„ 16" O.C. UNLESS U CHECKED B Y 2X6 CT 32" O.C.OTHERWISE NOTED ON PLANS 6 -4 O 2X(b COLLAR TIES, I&o" O.G. 2X CEILING JOISTS, (A5 NOTED ON PLANS) ALIGN ROOF BREAKS Q R•-30 KRAFT FACED BATT INSULATION - --J D R A W N B Y 1/2" GYPSUM BOARD) INTERIOR FINISH 2X8 RR Ib" O.G. MT "TEGO" TO HDR. F- 2X(b CT 52" O.G. (3) 1 9/ II /8" ML. 0 N W TYPICAL EXT. WALL CONSTRUCTION: UI T-2X8 CEILING JOISTS I6" CEDAR "PERFEGTIO)NS" 5 1/2" EXPOSURE O.G. Z O � F 300 FELT PAPER 0 21 U 1/2" CDX PLYWOOD p ••� y 2X4 STUDS, 16" D.C. 5ATH 1\�O MAS I-}�EIR -SUITE RI-13 KRAFT FACED IBATT INSULATION z in" GYPSUM BOARD INTERIOR FIN15H ~ 10" 60 4i1 F uJ II 1/8" TJI/PRO 350 i 11 1/8" TJI/PRO 350 1- JOISTS lb" O.C. JOISTS 16" O.C. 'n — - B z TYPICAL FLOOR CONSTRUCTION: wl2x40 U FINISH FLOORING A5 PER OWNER RI'-10 i ' � U u0 11 1/ T. . G. PLYWOOD JOI SUB-FLOOR GARAGE ��I*1� ROOM ' i LIVING ` /rN ROOM II 3 T.J.I. FLOOR JOISTS SPACED AS PER PLANS � I�t t I Y I R-30 FOIL FACED BATT INSULATION � - t 5/8" TYPE "X" GYP. BD. ON U ALL wALL5, FRAMING AND c4 t t CEILING. .4 tt t n II 1/8" TJI/PRO 350— Ll t t lJ JOISTS 16" O.G. t V� TYPICAL SILL CONSTRUCTION: �JJ 2X6 P.T. SILL PLATEX-, _ 1- SILL SEAL INSULATION (2) 13/4" X II '1/8" ML. GIRDER �-� � (—(3) 13/4" X 11 1/8" ML COPPER TERMITE SHIELD _ � GIRDER 5'8" DIA. ANCHOR EBOLT5 36" O.C. (MAXIMUM I'-0" FRO)M CORNERS AND NO LE55 THAN TWO (2) PER SILL) L CELLAR l!I ap 10 C L. DIA. STL. 10 41- GONG. SLAB ON 6 MIL v v Xf2" H. 30"C. 1` VAPOR BARRIER, PROV. � XI2" TH. GONG. FTC. TYPICAL UNLESS 1/2�� PERIMETER E.J. TYPICAL FOUNDAT z # O ONOTED OTHERWISE. 10" POURED CONCRETE WA '— KEYED TO AN 10" X 20" (M ' Z O O POURED CONCRETE FOOTIN 11-1 t REINFORCED WITH TWO (2) C JU L____J L____J PROVIDE DAMPROOFING Lu u - ® > 1- Q 2x12 RIDGE lu O ui � O- TYPICAL ROOF CONSTRUCTION: : Z �- ARCHITECTURAL ASPHALT ROOF SHINGLES � Z 1-4� 150 FELT PAPER 12 L X 2.1 J 12 O 5 lu ul 1/2" CDX PLYWOOD 2X8 ROOF RAFTERS, 16" O.C. UNLESS Q OTHERWISE NOTED ON PLANS z 2X6 COLLAR TIES CAS NOTED ON PLANS) 2X CEILING J0I6T5 (AS NOTED ON PLANS) 2X R TIES 2" O.G. R-30 KRAFT FACED BATT INSULATION 1/2" GYPSUM BOARD INTERIOR FIN15H 12 z —�1 0 PROVIDE CURVED 0 L0 ROOF DETAIL AT �' O i� LV(L HEADER z i ALL OVERHAN65 CO L0 !. i (2)) 1 3/4" X '1 I/4" AS PER ELEVATIONS. '' LV(L HEADER TT M TYPICAL EXT. WALL CONSTRUCTION: 2XC8 CEILING JOISTS I6" o. d' N v CEDAR "PERFECTIONS" 5 1/2" EXPOSURE �� I -0 M MAIR INFILTRATION BARRIER (TVEKIz 12 o 1/2" CDX PLYWOOD o� N 2X4 STUDS, I(o" O,C., (UNLESS NOTED OTHERWISE) z R-13 KRAFT FACED BATT INSULATION 21 O 1/2" GYPSUM BOARD INTERIOR FINISH d 2X4 CONTINUOUS 'Q-, t PAD III '1/8" TJI/PRO 550 JOISTS I b" O.G. „ v q TYPICAL FLOOR CONSTRUCTION: FINISH FLOORING AS PER OWNER ! / CL tl� 3/4" T. t G, PLYWOOD 5UB-FLOOR O 11 1/8" TJI/PRO 350 JOISTS A I(o" O.C. UNLESS - 'v OTHERWISE NOTED ON PLANS R-30 FOIL FACED BATT INSULATION (ABOVE CELLAR) ; J O B N 0. : 05-0(o6 T PATE : 9-14-2005 I- O TYPICAL SILL CONSTRUCTION: —.-- - - _ ` Z Z S Z S7 �S ) % s c A L E ,A 5 NOTE D 2X6 P.T. SILL PLATE z SILL SEAL INSULATION COPPER TERMITE SHIELD GRADE G: 05-0(o6 Cmt) 0 5/8" DIA. ANCHOR BOLTS 3(o" O.G. (MAXIMUM 1'-0" FROM CORNERS AND NO LE55 THAN TWO (2) PER SILL) _ CELLAR e -��ACN/TF Q 4" GONG. SLAB ON 6 MIL m 10 �gGpONO��y�� VAPOR BARRIER, PROV. = > TYPICAL FOUNDATION WALL: 1/2" PERIMETER E.J. 10" POURED CONCRETE WALL j KEYED TO AN 10" X 20" (MINIMUM) POURED CONCRETE FOOTING REINFORCED WITH TWO (2) CONTINUOUS 04 BARS 0. 01 PROVIDE DAMPROOFING sTATEOfN vo f- z 5U I LD I N6 BEGT I ON SCALE: 1/4" = I'-0" z F I � I O 3 1 _ 1 C O M M E N T S Load bearing or shear wall above Loud bearing wall above 3 9 (must Mack over wall below) TimberStrond®LSL RIM BOARD (must stack over wall below) Z Blocking panel EARING- 2x4 minimum NOI LOAD M EDIATE B BEARING WALL ABOVE Load from above Z For information on lateral squash blocks F Bpanloceking load capacities refer to current TimberStrond L5L � rim board literature pESCRIPTION DATE CHECKED B r " Q TJI®rim joist IV Timber5trond®LSL Blocking panels w may be required with Blocking panels D R A N B Y rimboard shear walls above or Web stiffeners required MT Web stiffeners required below-see detail BI each side at B2W may be required with 2x4 minimumof each side at BIN shear- walls above or squash blocks below-see detail 81 Web stiffeners required 1 See Floor S Tables and General Notes in current See Floor S each side at B3W U lt1ust have 13/4" minimum Must have Is/�" minimum ',I pan pan Tables and General Notes in current �C Use 2x4 minimum sc�ash blocks AI A2 Joist bean at ends A3 joist bearing at ends B� BIW Trus Joist MacMillan literature for exceptions 82 2W Trus Joist MacMillan literature for exceptions B3 B3W .j • n9 j • 9 p See current Trus Joist MacMillan literature to transfer load from above to for web stiffener requirements bearing plate below 0 UNON-LOAD BEARING CANTILEVER F- LOAD® BEARING CANTILEVER FOR Z TM TJI /Pro 150, 250 AND 350 JOISTS ONLY Q LOAD BEARING CANTILEVER Z , " ® Blocking 6-0 length of TJI p LOAD BEARING CANTILEVER joist reinforcement LOAD BEARING CANTILEVER TJI®joists are intended for dry-use, panel and Filler block, non-treated applications. -1 p " Use 4-0 length with 8 diameter maximum hole may be cut qy" and 111/' TJI®joists, 12' length of 3/' „ 1 8" diameter maximum hole may be cut in each blocking panel for II 7/0 - 16" 2 8 reinforcement on 8 diameter maximum hole may be cut Web stiffeners required in each blocking panel for 11 1/8" - 16b" joists; 6' diameter maximum for q %2" 8" diameter maximum hole m be cut one side at E5 in each blocking panel for II 1/8" - 1611 each side at EIW joistt 6" diameter maximum For q /2" q'-0" length of s/" reinforcement joists or for blocking panels less than in eochi blocking panel for II 1/�- 16" both sides at E6 joists; 6 diameter maximum for q y2 cv joists or for blocking els less than 4 12" long. Do not cut flanaes, joists; 6" diameter maximum for cl %" joists or for blocking panels less than z j 9 � on one side at E2 g• 2 " _ Q 12" Ilong. Do not cut flanges, both sides at E3 ! joists or For blocking panels less than 12 long. Do not cut Flanges. � F_ — Attach reinforcement to joist top and 12" long Do not cut flanges. bottom flanges with 8d (2'/2') common nails , „ lL u at 6' o.c. When reinforcing both sides, _� ly4" Timber5trand®LSL 4-0 maximum cantilever U O Ul IY" TimberStrand®LSL stagger nails to avoid splitting. closure Wood backer (uniform loads only) v F-- a � e closure t face grain horizontal Attach TJI®joist reinforcement to joist Attach reinforcement to joist maximum E1 EI W E2 E3 E4 web with 3 rows 10d 3" common E5 E� 2x_ nailed to the side e the TJI foist with wood backer. Nail through ul Q " ( ) 8 ajd" bottom Flanges with one F the TJI®joist and backer into the 2x_ with 2 rows IOd 13") ommon nails at 6 o,c, clinched, Use 2 rows 8d (2/2 ) common nail at each comer „ " tB� �M Ul with CIV and 111/8" TJI®joists. nails at 6 o.c, and clinch. Use 16d (3y2 ) nails with TJI /Pro 550 joists. NON-LOAD BEARING CANTILEVER ® e M Backer block: Install tight to to flange (tight TJI®joists are intended for dry-use, closure Timber5trand LSL Microllam LVL, Porallam P5L g t a'ge ( g closure Top flange or TimberStrond®LSL bottom flange with face mount hangers), both Ul non-treated applications sides of web with single TJI® joists. Attach hanger with 10-10d (3') box nails, clinched when possible A Bearing) plate: �u Face mount Flush plats with Minimum distance from CHART A Minimum distance from CHART B � inside (Face of�� wall or, beam V V # Minimum distance Minimum distance Z O 0 from CHART A from CHART B � r„ 11 Z —� O1/3 adjacent span (maximum) lu JU Example: 4-0' (uniform foods only) Filler block: Nail with 10-10d (3") O \ ❑ K Z U 5Q 0 box nails, clinched when possible. �. Q Use 10-16d (3y2") box nails from ® } each side with TJI®/ProTM 550 joists. Web stiffeners are required Q if the sides of the hanger do $ A 10' hole can 2 x D D L 2 x L Do not cut holes O I ' With top flange hangers, backer block D z 2 2 _ z L larger than ID' � •�• u� TJI®joists may be cantilevered up to 1/3 the adjacent span if �J not laterally support the TJI® t�2 required only for downward loads exceeding }.I3 be cut anywhere 1 minimum minimum 1 in cantiitever F2 not supporting concentrated loads on the cantiilever. Cantilevers 1�I joist to flange and per current in the web Calso applies � J P g p 250 Ibs, or for uplift conditions (factored O exceeding 4 feet may require special consideraation. Refer to Ibs acMllan literature load value is 3q5 . to 10' holes) � � Z our TJ-BeomTm or TJ-XpertTm software or contact your Trus Joist M for Limit States Design) �-- -•�- Z (� Trus Joist MacMillan representative for assistaance. O "--�- � �.�..� UJ BEAM TO BEAM CONNECTION CONNECTION -L MULTIPLE PIECES 1❑Determine the USE sho hole shape e (round, square or rectangular) and select the appropriate chart - A or B, ® O V_ OF TOP-LOADED BEAMS p q g � � Q 2. Under HOLE SIZE, locate the column which meets or exceeds the size of hole you require. z 3, Use the first two columns to Identify the 1 JI Joist series and depth being used In your floor or roof system. BEARING AT CONCRETE WALL MICROLLAM`�LVL PARALLAM®P5L 4. Scan right across the row until you Intersect the column which contains the hole size you selected, The value shown Is the_reguired minimum distance from edge of the hole to the inside face of the nearest support, l� III' Width Pieces: Z BEARING AT WALL • Minimum of 2 rows 16d (392") nails at 12" o.c. • Minimum of 2 rows 16d (3%2') CHART A - ROUND HOLES O 111.0 MINIMUM DISTANCE FROM INSIDE FACE ❑F ANY SUPPORT T❑ NEAREST EDGE ❑F HOLE O�f" � U TimberStrar LSL • Minimum of 3 rows 16d (3Y2') nails at 12" o.c. nails at 12 o.c, + O or TJI�'oist rinm board for Iq", 16' and IS' beans • Minimum or 3 rows Ibd (3/� ) ® r" ROUND HOLE SIZE DO NOT �D . z ( ) ; • Multiple pieces of MicrollanOLVL nails at 12 o.c. for 14 , 16 , Depth TJ[ /Pro , or blocking for lateral support To flange e hanger , p p and 18" beams 2' 3' 4' 5" 6' 61:' 7- 8' 8d' 9" 10, 106' 12' 126' CUT OR NOTCH T p g g can be nailed or bolted together . CM • Face mount hanger to form a header or bean of 3%2' Width Pieces: 9D, 150 V-0" V-6' 3'-0' 5'-0' 6'-6' 7'-6' uj the required size, up to a " Y FLANGE d' N o maximum width of 7 inches. • Minimum of 2 rows 250 1 -o" 2'-6 4 -0 5'-6' 7'-6' 8'-0" H bolts at 24' o.c. 150 V-0' V-0' 1'-0' 2'-0' 3'-0' 3'-6' 5'-0' 7'-0' 8'-6' M CVO) o L� See current Trus Joist MacMillan literature staggered " 250 1'-0' 1'-0' 2'-0- 3'-0' 4'-6' 5'-0' 6'-0' 8'-0' 9'-0' for framing connectors iltl' c Z350 1'-0' 2'-0' 3'-0' 4'-6' S'-6' 6'-0' 7'-0' 9'-0' 10'-0' o ® ® Protect wood from direct For side-loaded multiple member beams, additional nailing or bolting GENERAL NOTES 0 I Parallcm P5L or TimberStrand LSL column I L� 1'-0' - - - - - - - + L° .l contact with concrete may be required. See current Trus Joist MacMillan literature. 550 1' 6' 3' 0' 4' 6 6' 0' 6' 6" 7' 6' 9' 0' 10'-6' - If more than one hole Is cut into the web, the distance between the ++�� ..1� �l 250 1'-0" 1'-0' 1'-0" 1'-0' 1'-6" 2'-0' 3'-0' 5'-0' 6'-0' 6'-6' 8'-6" 10'-0" edges of the holes must be at least 2x the length of the, largest hole. r� c V 14' 350 1'-0' 1'-0' 1'-0' 1'-6' 3'-0' 3'-6' 4'-6' 6'-0' 7'-0" 8'-0' 9'-6' 1V-0' Holes may be located vertically anywhere within the web. Leave 6' m of web minimum at top and bottom of hole. (� EXTERIOR DECK ATTACHMENT c 550 1'-0" 1'-0' 1'-0' 2'-6' 4'-0' 4'-6" 5'-6' 7'-6' 8'-6' 9'-0' 10'-6' 12'-0' - TJI® joists are manufactured with 1D' perforated knockouts in the web z, 250 1'-0' 1 -0' 1 -0' 1'-0 1'-0 1'-0 1'-0 V-6 2'-6' 3-0 5'-0' 6'-6- 9 -0' 11'-0' Zir at approximately 12' on-center along the length of the joist, 3 z 16' 350 1'-0" 1'-0' t'-0` 1'-0' 1'-0' 1'-0' 1'-6" 3'-0' 4'-0' 5'-0' 6'-6' 8'-0' 10'-6' 12'-6" m WEB STIFFENER ATTACHMENT - Distances In the charts shown are based on uniformly loaded Joists 2" minimum\ 550 1'-0' 1'-0' 1'-0' 1'-0' 2'-0' 2'-6' 3'-6' 5'-0' 6'-0' 7'-0' 8'-6' 10'-0' 12'-0' 13'-6' using the maximum loads shown for any of the tables listedl within current a W Trus Joist MacMillan literature, For other load conditions or hole configu- U rations not included In these charts, refer to our TJ-Btsarm software or ` 0 2" minimum TJI®/Pro"150, 250 4 350 Joists TJI®/ProTM650 joists CHART B - SQUARE OR RECTANGULAR HOLES ll- contact your Trus Joist MacMillan representative, M MINIMUM DISTANCE FROM INSIDE FACE ❑F ANY SUPPORT T❑ NEAREST EDGE ❑F HOLE 3 Treated 2x- SQUARE OR RECTANGULAR HOLE SIZE - For slmpte span C5 foot minimum) uniformly loaded joists meeting ledger / GOP' / Gap` Depth TJI®/ProT" the requirements of current Trus Joist MacMillan literature, one maximum g ® 1" V' minimum i " y5" minimum 2' 3' 4' 5' 6' 61' 7' 8" 80' 9' 10, 106' 12' 126' size round hole may be located at the center of the joist soon provided J O 15 N O. 3 05-06(o -1 Flashing 04"' TimberStrand LSL A` maximum (�\ 2ya' maximum no other holes occur in the joist, D❑ NOT cut into loist flanges when Structural exterior " rinn board 4 90, 150 1'-0' 2'-0' 4'-0' 6'-0' 6'-6' 6'-6' cutting out web. /2 diameter 250 V-0' 2'-G' 4'-6' 6'-6' 7'-0' 7'-0" D A T E : 9-14-2005 sheathing f- lag bolt 3-8d (2%2') box nails, clinched 3-16d (3%2') box nails 150 V-0' 1'-0' 2'-0' 4'-0' 6'-6' 7'-6' 8'-0' 8'-6' 9'-0' IL 250 1'-0" 1'-6' 3'-6' 5'-0' 7'-6' 8'-0` 8'-6' 9'-0' 9'-6" 1 8CA !_ E %A5 N0TEP 0 LA Allowable load is 325 lbs, per %2" diameter lag bolt 2x4 web stiffener llti' ,_ , _ _ , Web stiffener each side : / each side (2) 350 1 0' 2 6 4'-0 5 6' 7'-6 8 6" 9'-0' 9'-6 9'-6 C, 05-0(0(0 (mid O 1° ® TM u 5 " , u 550 3'-0• 4'-6• 6'-0' 7'-6' 9'-0" 9'-6• 9'-6• lo'-o' 10'-6" FULL WEB DEPTH RECTANGULAR TJI /Pro 150 joists: �2 x 2146 minimum I/2 TM 8/b" minimum 0\ 250 V- ' V-0' V-6' 3'-6' 6'-0' 6'-6' 8'-0' 10'-0' 10'-6' 10'-6' 11'-0' 12'-0' HOLES ARE ALSO POSSIBLE. � \Tight fit - TJI®/Proms 250 joists: s/8 x 2 Tight fit 14` 350 1'-0• 1'-0• 2'-6• 4'-6' 6'-6• 7'-0' 9'-0' 10'-6' 10'-6' 11'-0' 11'-6. 12'-0• CONTACT YOUR TRUS JOIST MACMILLAN - TJI®/Pro 350 joists: I" x 2s/b' minimum � 'ARCy/pF�. 550 V-6' 3'-0' 4'-6' 6'-6' 8'-0' 8'-6' 10'-0' 11'-6' 1l'-6' 12'-0' 12'-6` 13'-0' REPRESENTATIVE FOR ASSISTANCE. � � 0 250 V-0' 1'-0' 1'-0' V-0' 1'-6' 2'-0' 4'-0' 6'-6' 8'-6' 8'-6' 9'-6' 10'-0' 11'-0' 11'-6" pONO(/� N0TE5' } 16, 350 11-0' 1'-0' 1'-0' 11-0" 3'-0' 3'-6' 5'-6' 8'-0' 10'-0' 10'-0' 11'-0' 11'-6' 12'-6' 13'-0' / Y / Y I / I / Y Y / I. T-11. INSTALLATION DETAILS AS PER TROS JOIST MACMILLAN RECCOMENDATIONS. 550 1'-0' 1 -6" 3'-6' S'-o" 7'-6 8 -0 9 -6' 11 -6 13 -0 13'-0' 13'-6' 14'-0 15'-0' 15'-6 (I) Web stiffener material shall be sheathing meeting the requirements THE ARCHITECT WILL NOT HAVE CONTROIL OR CHARISE OF AND WILL NOT BE W of PS I or P5 2 with face grain vertical. )KRectangutar holes based on measurement of longesst side. mot" RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, IN CONNECTION (2) 2x4 construction grade or better, /I�o• 01gG ? WITH T.J.I. OR ANY 8 ALL. TRU5 JOIST MACMILLAN MATERIALS AND/OR PRODUCTS. `f4�4TEOF Z z T. J . I . IN1, 57AL. LA710N 1�) E! 7A I L5 NOT TO SCALE " 3 � I I C O M M E N T 5 "SIMPSON" 0520 COILED STRAPS 3 NAILING SCHEDULE FOR WALL d ROOF SHEATHING OR APPROVED EQUAL AT EVERY RAFTER, MAX. SPACING fib" O.G. "SIMPSON" CS20 110 d! 120 mph WIND SPEED ZONE MAXIMUM NAIL SP'AGING FOR Sd COMMON NAILS "SIMPSON" OR APPROVED EQUAL STRAPS SIMPPPR GS20 (SOILED STRAPS AT EVERY RAFTER, MAX. SPACING 16" O.G. OR APPROVED EQUAL (IN(SHE-5, 0.0) AT EVERY RAFTER, MAX. SPACING 16" O.G. z INTERIOR ALL ARCHITECTURAL AND e ALL ARCHITECTURAL AND ROOI— (RAFTE:R/TRU55 5PAGIING 12 OR Ib O.G) EDGES LOCATIONS ALL E TAB ROOF SHINGLES AND THREE TAB ROOF SHINGLES „ THREE TAB ROOF SHINGLES THREE TAB ROOF SHINGLES TO RECEIVE (b) FASTENERS TO RECEIVE (6) FASTENERS Z TO RECEIVE (6) FASTENERS PER SHINGLE 4' PERIMETER EDGE ZONIE b 6 PER SHINGLE PER SHINGLE DESCRIPTION DATE Ul INTERIOR ZONE 6 12 U YVALL SHEATHING INTERIOR O "APPROV H7 HURRICANE TIE CHECKED B Y O (STUD 'SPAGIN6 12" OR IF>" O.G I EDGES LOCATIONS AT APPROVED EQUAL AT EACH RAFTER lV i RAFTER SPACING I6" O.G. MAX. Q 4' PERIMETER EDGE ZONIE b 12 (2) Sd NAILS THIS SIDE OF RAFTERS DRAWN B Y : ( TOTAL OF FOUR ad NAILS INTO RAFTER ) INTERIOR ZONE 6 12 _ (1) "SIMPSON" H7 HURRICANE TIE ( ) 8d NAILS INTO PLATES --+� 11T Z AT EACH RAFTER (8) 8d NAILS INTO STUDS I RAFTER SPAGIN6 ib" O.G. MAX. (2) ad NAILS THI5 51DE OF RAFTERS (I) "SIMPSON" H7 HURRICANE TIE z ( TOTAL OF FOUR ad NAILS INTO RAFTER ) COIL 5TRAP ( C-520 ) LENGTH CHART U O (2) ad NAILS INTO PLATES OR APPROVED EQUAL AT EACH (RAFTER FLOOR JOISTS GUT LENGTH RAFTER SPAGIN6 16" O.G. MAX. (8) ad NAILS INTO STUDS (2) 86 NAILS THIS SIDE OF RAFTERS 1- O 2 X 8 34" ( TOTAL OF FOUR 8d NAILS INTO RAFTER ) (Y 2 X 10 36" (2) 8d NAILS INTO PLATES Z 0 F 2X STUDS, SEE PLANS 2 X 12 5a.. (5) ad NAILS INTO STUDS (2) "SIMPSON" "H6" U CONNECTORS II 7/8" WOOD I BEAMS 3q" STUD SPACING IV' O.G. MAX. 14" WOOD I BEAMS 41" }- 7 (ONE EACH SIDE) p ' n (8) ad NAILS TO RIM J015T 16" WOOD I BEAMS 43" i (S) ad NAILS TO STUDS "51MP5ON" C520 COILED STRAP 0 00 10 OR APPROVED EQUAL U 2X PLATE, SEE PLANS (2) "SIMPSON" "H6" OR APPROVED EQUAL ILD< AT EVERY STUD ( MAX. I6" O.C. FIRE STOP CONNECTORS w FASTEN W/ 18-8d I I/2" NAILS 'n ° SUB-FLOOR, SEE PLANS 50LID BLOCK (ONE EACH SIDE) 6" O.G. MAX. j w 0 ° EACH BAY (a) ad NAILS TO FLOOR J015T U 0 Z RIM JOIST, SEE PLANS TYPICAL AT ALL SECTIONS (8) ad NAILS TO PLATE Q U 4• U o w ° ° o ° SIMILAR _ "SIMPSON" 0520 STRAPS OR APPROVED EQUAL TYPICAL AT ALL SECTIONS AT EVERY STUD, FASTEN W/ IS- Bd 1 1/2" NAILS STEEL STRAP LAPPED UNDER SILL PLATE ° o ° AT SLAB CONDITIONS J, "51MP50N" LTP4 CONNECTORS OR APPROVED EQUAL lu Q (MIN.) 16" O.G., FASTEN W/ 12- ad 1 1/2" NAILS _^ °� 5/8" DIAM. ANCHOR BOLTS V, 56" O.G. UNLESS NOTED OTHERWISE 5/8" DIAM. ANCHOR BOLTS < 5/6" DIAM. ANCHOR BOLTS-, 56" O.G. UNLESS NOTED OTHERWISE 56" O.G. UNLESS NOTED OTHERWISE MIN. 10" LENGTH d MIN. 3 1/2" PROJECTION MIN. 3" X 3" WA5HER B NUT "51MP50N" LBP51/2 OR APPROVED EQUAL 5/8" DIAM. ANCHOR BOLTS '1- PRESSURE TREATED SILL PLATE, SEE PLANS 36" O.G. UNLESS NOTED OTHERWISE (� v COPPER TERMITE SHIELD 111 �— FOUNDATION WALL, SEE PLANS NOTE, ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. aL I1N DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE ° ° ° IrRIPLE DIPPED GALVANIZED MEMBERS APPROVED BY MANUFACTURER ° 'IT'O RESIST CORROSION FROM PRESSURE TREATED LUMBER. 5L.A8 l�AL.L. CONNECTION WA L. SECTION AT CANTILEVER �- � # Q o T00F U GAL. SILL CONNECTIONS )=4 �-'I &4-TO `t'1�I GAL. WALL E-PEGT I ON 4)*7Tco 5 SCALE: 1/2" = 1'-0" SCALE: 1/D" = f'-O" „ _ „ —1 Z Q Z CALE. 1/2 I -O O ( T TO SCALE ) TO MEET 120 MPH WIND LOAD CRITERIA *TO MEET 120 MPH WIND LOAD CRITERIA MEET 120 MPH WIND LOAD CRITERIA tu Z JU MEET 120 MPH WIND LOAD CRITERIA lu w O > ALLOWABLE LOADS AND DEFLECTIONS Q FOR STRUCTURAL ME1 `4BERS lu STRUCTURAL LIVE DEAD ALLOWABLE MEMBERS LOADS LOADS DEFLECTION SEE SECTION I Q SEE SECTION I � � Z F- EXTERIOR BALCONIES 6°O 10 L/360 LEDGER TO BE FASTENED TO Q 5 Ili DECKS 41.0 10 1_1560 ALL ARCHITECTURAL AND WALL 5TUD5 W/ MINIMUM Q ATTIC WITHOUT STORAGE ICJ 10 L/240 THREE TAB ROOF SHINGLES (5) IOd x 3" NAILS. RAFTER TO BE !� V/ Z ATTIC W/ STORAGE 2?0 10 L/240 RECEIVETO 6 TYPGALALLROOF SURFACES (5)50d x 3" NAILSGER W/ ] FIRST FLOOR 4FO 10 L/360 SECOND FLOOR 5b0 10 L/360 ALL ARCHITECTURAL AND L/240 THREE TAB ROOF SHINGLES --+ (1) "SIMPSON" H7 HURRICANE TIE ALL ARCHITECTURAL !; Z ROOF RAFTERS - GROUND 5NOW LOAID= 45 sF TO RECEIVE (6) FASTENERS HINGLES 0 °? AT EACH RAFTER TO RECEIVE (6) FASTENIERS RAFTER SPACING I6 O.G. MAX. O InCo Lo PER SHINGLE(2) ad NAILS THI5 SIDE OF RAFTERS ( TOTAL OF FOUR ad NAILS INTO RAFTER ) `l CONNECTORS (2) ad NAILS INTO PLATES • RAFTER SPAGIN6 16" O.G. MAX. (8) ad NAILS INTO STUDS (� •� (ONE EACH SIDE) (� CORNER STUD CONNECTED TO c • TRANSFER SHEAR 10-O MAXIMUM OFFSET E- 51MPSON LFTA v (5) ad FASTENERS TO RAFTERS/TRUSS N •' (5) ad FASTENERS TO STUDS (2) "SIMP50N" 51-5 (NOT TO SCALE) LEDGER TO BE FASTENED TO CONNECTOR h •° 2-Ibd COMMON NAILS, 3" O.G. CONNECTORS WALL STUDS W/ MINIMUM AT 16" O.G. r r € — Z MIN. 10' LENGTH 8 MIN. 3 1/2" PROJECTION (ONE EACH SIDE) (3) IOd x 3" NAILS. RAFTER TO BE (I6) IOd FASTENERS TO STUDS. M •� • (6) IOd NAILS FASTENED TO LEDGER W/ JOISTS ARE USED - USE "SIMPSON" FTAS TO STUD *WHERE 14" OR TALLER T.J.I. FLOOR CO ?<:;N 51MP50N HDOB OR APPROVED EQUAL (5) IOd x 3 NAILS. TO MEETSAN AG POST GAP m z I CONNECTORS AT 16" O.C. •� • FASTEN W/ 20-SDSI/4X3 SCREWS (4) IOd NAILS MINIMUM UPLIFT OF o OR A5 PER MANUFACTURER'S SPECS. TO PLATE (4) [" DIAMETER LAG BOLT FASTENERS 1400 psi WOOD BEARING +w�.� O TYPICAL AT ALL SECTIONS CAPACITY- NAIL SIZE J.-'.'0 �` .c �P AND CUANTITY ' N 7/8" ALL THREAD ROD AS PER MODE NUMBER _ c o (1) "SIMPSON" STRAP TIE REFER TO MANUFACTURE > 1 Nd TO MEET A MINIMUM UPLIFT 1 < 4 OF 1400 psi WOOD BEARING 0. c CAPACITY- NAILING PATTERN ; c AS PER MODEL NUMBER 3 "SIMPSON" CNN COUPLER OR APPROVED EQUAL REFER TO MANUFACTURE z (2) "51MP50N" H5 IF T.J.I.'S ARE ' CONNECTORS U5ED, 50LID (2) "51MP50N" "H6" (ONE EACH SIDE) BLOCK EACH AT SILL CONNECTION x 2x PRESS. TREATED JOIST CONNECTORS A �6" W O (4) ad FASTENERS 5 DE OF WEB S G N6 ( M X I O.G. ) TO PLATE FLUSH W/ FLAN6ES q" LE V(5ER LAGGED TO BL.06, U:;; U (4) ad FASTENERS AT EVERY USE 5/5" LA65 (ONE EACH SIDE) i TO FLOOR JOISTS CONNECTOR STAGGERED 12" O.G. (8) ad FASTENERS TO J015T �Ii,:. •^n 3 (5) ad FA5TENER5 TO GIRDER LOCATION \x/ 51MP50N 55TB28 ANCHORS 5/8" DIAM. ANCHOR BOLTS + J 0 5 N O. 05-0(0�0 . . a OR APPROVED EQUAL 56" O.G. UNLE55 NOTED OTHERWISE ° U MIN. EMBEDMENT 7" TYPICAL AT ALL SECTIONS _ 1/2" CARRIAGE BOLT SEE FOUNDATION PLAN FOR LOCATIONS (2) PER CONNECTION p A T E , 9-14-2005 � , a. . • • —PRESS. TREATED P05T SGALEsAS NOTEp O a HANGER T MOUNT O MEET A (1) "51MP50N" P05T 5A5E ° 5/8" DIAM. ANCHOR BOLTS MINIMUM UPLIFT OF TO MEET A Gi 05-0(0(o (mt) z ° TYf�I C/AL. CORNER T IO�DDO/ 11� 36" O.G. UNLESS NOTED OTHERWISE CAPACITY- NAILING PATTERN1400 psi WOOD BEARING A5 PER MODEL NUMBER CAPACITY- NAIL 51ZE REFER TO MANUFACTURE AND QUANTITY ( NOT TO SCALE ) PTO MEET 120 MPH WIND' LOAD CRITERIA RE PER MODEL NUMBER r tiCH/T�, O REFER TO MANUFACTURE �V�� �p0fd0� G� > T`I'F I GAL WALL 5EC71 ON ' :° DING CODE NOTE • N.Y. 5�i ATE B l� I L RA1=TAR SFR I NCS I N6 r-ROM R501.2.1.1 DE516N CRITERIA: CONSTRUCTION IN REGIONS WHERE WALL. SECT ION YNALL. SECTION AT GoVERED FoRGH sTgN�• 0196 THE BASK WIND SPEEDS FROM FIGURE R501.2(4) EQUAL OR T�0 t�?U EXCEED 110 MILES PER HOUR ( 177.1 Krn/h ) HAVE BEEN DESIGNED SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" N AGGORDANCE WITH *TO MEET 120 MPH WIND LOAD CRITERIA *TO MEET 120 MPH WIND LOAD CRITERIA *TO MEET 120 MPH WIND LOAD CRITERIA z AMERICAN FOREST AND PAPER ASSOCIATION (AF4PA) z WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS (WFGM), CHAPTER 5 1 :21- L I I C O M M E N T S 3 z z f- z U1 DESCRIPTION - DATE 3 CH E C K E D B Y U 0 Q DRAWN BY : MT i -� U z • CORNER STUD CONNECTED TO Q- O TRANSFER SHEAR • 2-I6d COMMON NAILS, 5" O.G. 11J °°° • MIN, 10" LENGTH a MIN. B 1/2" PROJECTION Z TOP PLATE °° "SIMPSON" SIMP O " 4 5D5R AP 5G0 ED EQUAL SI ASON"PPR STU DI/ 5ALRING PLATE SEE TYPICAL SECTIONSFAST d i } ° • • OR A5 PER MANUFAGTURER'5 SPECS. I z ° MIN. 5/6" DIAM. ANCHORS EMBEDDED IN GONG. ` ' ~ SEE PLANS MIN. EMBEDMENT 7" 6 SEE FOUNDATION PLAN FOR LOCATIONS DOUBLE 2X OR DOUBLE LVL'5 I 0 s (aI � ( SEE PLANS ) WITH 1/2" PLYWOOD FLITCH "51MPSON" LTP4 CONNECTORS I I "51MP50N" M5TA18 STRAPS 0 SEE 4 / DI FOR MORE INFO. II OR APPROVED EQUAL ; II ONE ON EACH SIDE OF POST Z Q FASTEN W/14-I06 NAILS MIN. (2) 2X45 DOUG FIR #2 OR BETTER T1'PI GAL GORNr—R HOLC�I:)OAN �I SEE SECTION I FOR O cz 5LA5 / ONE 5TORY GON�I T I OI S II STRAP CONNECTION U u U ` MIN. 7/I6" SHEATHING �I up "SIMPSON" FACE MOUNT HANGER IJJ 1 :2 �I HOLLOW COLUMNS AS SPECIFIED IF TWO STORIES $ SLAB, '1/5" ANCHOR BOLTS AND H005 HOLODOWN �—HOLLOW COLUMNS AS SPECIFIED OR APPROVED EQUAL TO MEET A F II MINIMUM UPLIFT OF CONNECTORS ( DETAIL 8 ) MUST BE UTILIZED. "SIMPSON" G520 STRAPS *TO MEET 120 MPH WIND LOAD CRITERIA II 600 psi WOOD BEARING CAPACITY- NAILING PATTERN N FROM SILL TO TOP PLATE II 2x FLOOR JOISTS A5 PER MODEL NUMBER U SEE 4/ DI FOR MORE INFO. II I/2" THREADED ROD PRESSURE TREATED POST ® 16, O.G. REFER TO MANUFACTURER nn SEE PLANS FOR 51ZE Q 11 i II EACH BAYS UJ (I I HOLDDOWN CONNECTORS CORNER 5TUD CONNECTED TO �I INSIDE THE WALL • TRANSFER SHEAR blu I( I I 8 / 02 FOR TWO STORY CONDITIONS ° (2) "SIMPSON" H2 CONNECTOR 12 / D2 FOR ONE STORY CONDITIONS. 2-I6d COMMON NAILS, 5' O.G. h OR APPROVED EQUAL • MIN. 10" LENGTH EMIN. 3 I/2" PROJECTION STUD SPACING, 16" O.G. MAX. 0 I I 11 . (ONE EACH SIDE) t� "SIMPSON"fl ' HDOS OR APPROVED EQUAL (5) 8d FASTENERS TO RAFTERS/TRUSS uJ • FASTEN W/ 20-5D51/4X5 5CREW5 "SIMPSON" GNW COUPLER NUT (5) 6d FASTENERS TO STUDS N ;;••;•: ' OR AS PER MANUFACTURER'S SPECS. OR APPROVED EQUAL .: . " "' •' •'•'�'�•"' MIN. 3000 PSI CONCRETE WALL ��P�,V NOT TO SCALE "SIMPSON" SAB ANCHOR BOLT �.. . I.'.' ��O 7/6" ALL THREAD ROD ( ) E OR APPROVED EQUAL OR • "SIMPSON" ABU44 OR APPROVED EQUAL . . .. tip 1/2" X 12" ALL THREAD ROD ( AT 4X4 POSTS, USE ABU66 AT &Xb P05T!5............................. ✓ I MIN. EMBEDMENT 'T" POST HOLDER EMBEDDED IN CONCRETE ( << �' FASTEN TO POST W/12-I6d NAILS Z O T- MIN. EDGE DISTANCE A ` .' . �',. 7" FROM ANY EDGE a. J�IATRPROO o � I��G#G I��TA I L � �- •• ••. qF.�I (�--CONCRETE FOUNDATION �—CONCRETE FOUNDATION �/ „� Z z ... ......... �g I SCALE: 1/2" = 1'-0 O � O Q pP-G' ORNER STUD CONNECTED TO �TO MEET 120 MPH WIND LOAD CRITERIA — JU I ^ �/,'.', w �I RAN5FER SHEAR < � z i� TAIL■ lam_ GARA / lAL■L■ ~� TV I �5 ° lu "51MP5ON" HDO8 OR APPROVED EQUAL ALTERNATE TAI 1,.° TYP I GAL. HOl..LOIkN GOL.UMN Q }� w FASTEN W/ 20-5051/4X5 SGREW5 u ,I SET I EEN OARIAGF— 000RB OR A5 PER MANUFACTURER'S SPECS. AT 1 IOL■L■O �;OL.UMNS INSTALLATION a I ( NOT TO SCALE ) TYP I GAL BEGONE FLOOR I D �-�--� o ( NOT TO SCALE ) ( NOT TO SCALE ) TO MEET 120 MPH WIND LOAD �GRITERIA GORNROL1�I�OWN � �TO MEET 120 MPH WIN1l� LOAD CRITERIA �TO MEET 120 MPH WIND LOAD CRITERIA O ^ Z ( NOT TO SCALE ) "`- Z *TO MEET 120 MPH WIND LOAD CRITERIA Q lu uJ USE THI5 DETAIL ON ALL SECOND FLOOR ® O V/ Q �RNMRS THAT ARE DIRECTLY ABOVE %b 5T FLOOR CORNERS THAT HAVE DETAIL (� z 12 5PEGIFIED HEADER HEADER '�(^� Q' 0 � 'm^ ,0 31 W u/ (() "SIMP50N" G520 COILED STRAP 'SIMPSON' C520 COILED STRAP � M OR APPROVED EQUAL FROM OR APPROVED EQUAL FROM IU 8D NAILS ® 4' O.G. STUD TO HEADER MIN. 24" LONG • -2x4xS' CONTINUOUS LATERAL BRACE ® 6'-0" O.G. AT ALL HEADER LOCATIONS STUD L HEADER MIN. TIO LONG T T AT ALL HEADER LOCATIONS • FASTEN W/ IS-ad 1 1/2" NAILS FASTEN W/ 18-5d 1 I/2" NAILS M M s€ p 2-I0d NAILS o N 2-IOd NAILS m m z " MA 2x STUDS 2x STUD5 o Q EACH TRUSS SEE PLANS FOR SIZE SEE PLANS FOR 51 ZE `` >I I I `p ° TRU55 OR CEILING JOIST JOISTS EXTERIOR EX7ER I O llNAIL IN NAILS SHEAR AjNSAL ON c REOUI REMENT5 Y I E l `� 00 z cc T z M "SIMPSON" C520 COILED STRAP Z h GABLE END TRU55 i M "SIMPSON" CS20 COILED STRAP OR APPROVED EQUAL FROM 0. GYP. BOARD OR APPROVED EQUAL FROM STUD TO HEADER MIN. 24" LONG f o X i STUD TO HEADER MIN. 24" LONG AT ALL HEADER LOCATIONS �►+ NO FURRING / 2X PLATE, SEE PLANS AT ALL HEADER LOCATIONS FASTEN W/ I5-86 1 I/2" NAILS o U;tJ o FASTEN W/ I8-5d 1 1/2" NAILS u- CENTER 2x BLOCKING BLOCKING rG M 3 / V ON SHEATHING JOINT RIM JOIST 2x4 BLOCK NAILED TO EACH -/ 2X ENDWALL 57UD5, 5FE PLANS 15/32" WOOD RIM JOIST BRACE WITH 4-IOdNAILS NO CEILING E STRUCTURAL PANELS J O B N 0. 1 05-0ro(o DIAPHRAGM ON GABLE FACE AND UI IOd NAIL 6" O.G. REQUIRED ON hALL ASED OBE EAR WALL REOUIREMENT5 CONCRETE CONCRETE p T E 9- 4- 005 I- FOUNDATION FOUNDATION S G A L E s A 5 NOTE p U- Q RATED STRAP 6 A5I r= r=Nl:) JL I L TYF i GAL 57RAPF I NO z 5ALLOON SRAM I NG TYP I GAL. 57RAPP I NO C: (06 lmt) I�ETA I L. FOR OPEN I NG THAT O�TA I L FOR OPEN I NG UP -IF TO MEET120 MPH WIND LOAD CRITERIA r=Ni:) > TALL II TO 42 II IN Ihl I=7H ON ALL r AR��/rF O NOTE: ALL DIMETAL RECT CONTACT TH1 PIRE55UREBTREATEDL UMB R TO BE �� � �� I N i{/�I I ITT oN ALL. �XTERI OR FRAl EI;) OPEN I NG5 ��,cDoNn G� D i3LOG�K I NG 1� TA i L EXTERIOR fRAM�1� OPEN I NG5 ( .� } TRIPLE DIPPED GALVANIZED MEMBERS APPROVED BY MANUFACTURER I /�,,, I � , TO RE515T GORR051ON PRC>M PRE55URE TREATED LUMBER. NOT TO SCALE ) SCALE: 1/2" = I'-O" ( NOT TO SCALE ) *TO MEET 120 MPH WIND LOAD CRITERIA v °' G I L I NG CONNECTION TO GA�L� Ni�I�ALL 107 TO MEET 120 MPH WIND LOAD CRITERIA *TO MEET 120 MPH WIND LOAD 'GRITERIA ''�!'P{_41 - ( NOT TO SCALE ) I�OF fay �• *TO MEET 120 MPH WIND LOAD CRITERIA z z 3 I I I