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HomeMy WebLinkAbout31214-Z FORM NO. 4 TOWN OF SOUTHOLD k4: BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32434 Date: 06/26/07 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 250 NAUGLES DR MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 99 Block 5 Lot 2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 14, 2005 pursuant to which Building Permit No. 31214-Z dated JUNE 21, 2005 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 ACCESSORY GARAGE AS APPLIED FOR. The certificate is issued to KAREN PITTMAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3030594 05/22/07 PLUMBERS CERTIFICATION DATED N/A I Authorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 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-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I wtgad'�a f 5. Commercial building,industrial building,multiple residences and similar buildings aPd ins lath ins��a cern `' of Code Compliance from architect or engineer responsible for the building. UJ 6. Submit Planning Board Approval of completed site plan requirements. J B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and fisting"la 1. Accurate survey of property showing all property lines,streets,building and unusual p, features. t NN O_`S 2. A properly completed application and a consent to inspect signed by the applicant.If a Certif c 6 of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessorybuildin-g$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial$15.00 Date. New Construction: �/ Old or Pre-existing Building: (check one) Location of Property: ISO ��1�45 Rte N10.na7kQr House No. Street Hamlet Owner or Owners of Property: V is IN DAKm+' Suffolk County Tax Map No 1000, Section q Block 5 Lot 2 Subdivision Filed Map. Lot: Permit No. \21 Date of Permit. Applicant: GA(R£ 7 R J Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ &� c� Applicant Signature C6-az3aY3y MrJLrL3�rJ@PL r lPrJPr fcPcPcPcPrJrJ�rJrJ�rJ�rlAlr�r1rJrJ�cPrJ�rJ�rJ�rJ�rJ�rJcPr�r�cnrJ�cJcPrJ�rJ�rJ@P�PrJ�rJ�rJ�rJrlrlrJ 50 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 SBUREAU OF ELECTRICITY 5 S40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT q9• — S -2 , 5 5 S 5 Upon the application of upon premises owned by GABE 5 5 5 DARIN GABE DARIN PO BOS 5 MATTITUCK, NY 11952 MATTITUCK, NY 11952 e5 5 5 Located at 250 NAUGLES RD MATTITUCK, NY 11952 5 Application Number: 3030594 Certificate Number: 3030594 5 c SSection: Block: Lot: BuildingPe���4 BDC: ns11 5 Described as a occupancy, wherein the JJpremises electrical system consisting of 55 electrical devices and wiring, described below, located in/on the premises at: 5 �c7 First Floor,garage only,Detached Garage,Outside, e� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 22nd Day of May,2007. 5 5 Name 2 Rate Rating Circuit Type 5 Panels 5 5 5 1 40 5 5 Wiring and Devices 5 5 Receptacle 5 0 General Purpose 5 Receptacle 2 0 GFCI 5 5 Switch 2 0 General Purpose 5 ,55 Fixture 3 0 Incandescent 5 5 Defects previously reported,as items of non-compliance,have been corrected. A visual inspection made of the exposed electrical equipment in 55 5 the premises indicated found no obvious unsatisfactory condition. 5 5 5 5 5 sea/ 5 5 5 55 I of I c5 011 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 111 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. 31214 Z Date JUNE 21, 2005 Permission is hereby granted to : GABE DARIN PO B 653 MATTITUCK,NY 11952 for CONSTRUCTION OF AN ACCESSORY GARAGE AS APPLIED FOR at premises located at 250 NAUGLES DR MATTITUCK County Tax Map No. 473889 Section 099 Block 0005 Lot No. 002 pursuant to application dated JUNE 14 , 2005 and approved by the Building Inspector to expire on DECEMBER 21 , 2006 . Fee $ 165 . 00 1 Authorized Signature ORIGINAL Rev. 5/8/02 #�y,OF SOGTyp# 3 I �- ► `f � ©.� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ® 7 DATE 6 ��� INSPECTOR �� Of SO!/Tyo6 3 TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRRAAMI_ / STRAPPING [ ] FINAL [/ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / / INSPECTOR �� 765.1802 BUILDING DEPT. INSJPE TION [� FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ p]�FIRE ®SAFETY INSPECTION LIZ REMARKS: / '�� ✓?►'" �" 2� . DATE INSPECTOR FIELD INSPECTION REPORT I DATE COMMENTS ' — � - FOUNDATION(1ST) `A y . at _p O. A.ll FOUNDATION(2ND) 7 z o O yy��yyy ROUGH FRAMING& 7i y PLUMBING D INSULATION PER N.Y. 41y STATE ENERGY CODE i V.y FINAL ADDITIONAL COMMENTS v 9 �z rn A ro O z x e� y d H TOWN OF SOUTHOBD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. -3 I Z Check Septic Form N.Y.S.D.E.C. Trustees Examined 6 ,20 0 Contact: Approved k�� ,20 0$— Mail to: Disapproved a/c Phone: Expiration 20Db 'Building Inspector 4PLICATION FOR BUILDING PERMIT C a Date 'vie �� 2005 INSTRUCTIONS a. s appl{ #vIb7ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, a e 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. I "L� i (Signature of applicant or name, if a corporation) PO. lox L? AJIrL Aht' (Mailing address of a plicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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 proposed will bene: la � ff k lj House Number Street —� Hamlet County Tax Map No. 1000 Section Block ©S Lot { Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy—Ar i pd2I�Q 3. Nature of work (check which applicable): New Building--_)C Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 0 �� ") Fee (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 3 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 Storms° tt 8. Dimensions of entire new construction: Front �- Co Rear 'Xi r Depth s f Height )'/`-?3. Number of Stories 9. Size of lot: Front-2V-z-5- Rear a r Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Q�- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NOIL 13. Will lot be re-graded? YES_ jjill_excess fill be removed from premises? YES_NOX 14. Names of Owner of premises I Address-"-��� t/r one No. o��- DOS Name of Architect Address r� ., one No Name of Contractor Address 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__X__ * 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 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 44A (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. S rlyto before me this T` day of Sf 1 20 Notary-Public rgnature of Applicant MELANIE DOROSKI NOTARY PUBLIC,State of New Malt No.01D04634870 Qualified in Suffolk County Commission Expires September ty, y06 B JILDI - Applicant( Dale. OwnersNatiw... RevieWuc,d: ArchiQte: / — Citg4neer:. �'►-tc-��c� Vl� — _ Submiucd: �5 SCTM #: District: _aOO Sec(iott: 1310&: Project 9 Subdivision Locatjon: Name: Single 8-, separate Required certtftcation: cyo I No) .,A1 _ �g ➢ Req hey. ✓ Ztuting 1)tslric��a .f� (Lot size: Agttal: 3�O I (Lot cuveragc ` (!rop(med Rcq. Req. Proposed: I' (Side YardProposed: / j (Rear Yard Proposed• Project Description: R Q_UIrR)b FOR RE WE N.A. N4 YUS I�tumber Suffolk County Health Dept. N6w York State. D. R C. / Town Tnwtees Town Zoning Board approval.- Town pproval:Town Pianwng Board approval: 1. Flood.Piaae Elevation M Flood Zone; ITECNOLOGIES SRR =V1CM 13403 Mdn R04 Mint.Naw Yat 11932 m1.298.1129 4x:63119&1128 June 17, 2005 Southold Town Building Department Southold, N.Y. Re: Gabe Darin Mattituck, N.Y. S.C.T.M # 1000-96-05-02 To Whom It May Concern: Per requirements by New York State Residential Construction Code we certify that the design criteria is done per prescriptive design. All of the load calculations and structural plans comply with all of New York Construction Code based on (AF&PA) for One-Family Dwelling to the best of our knowledge. If you have any additional questions please feel free to call our office at 631-298-1129. E AqC NK NOTq�yij�` elly YoUU ¢ �a 3 S�qT 0212A yOQ� FOF NE`t� Cc: Darin ITECNOLOGIES ARCErn3mm Puramm O0N=UCnM3MVXM 134fflM®Ro4MatUtwk N wYak 11952 471.298.1129 f :631.296.1128 January 31, 2006 Southold Town Building Dept. P.O. Box 1179 Southold, N.Y. 11971 Re: Mr. Gabe Darin 250 Naugles Drive Mattituck, N.Y. 11952 To Whom It May Concern: Enclosed please find 4 copies of construction documents for amendment to the existing garage permit issued on June 21, 2005 Permit # 31214. The following changes were made: 1. Construction of continuous shed in the rear of the building 2. Enlargement of two dormers in the front of the garage. If you have any additional questions please feel free to call our office at 631-298-1129. r AT MATTMUCK TOWN OF SOUTH= ,L �UT (VACANr) SUFFOLK COUNTY. X Y. 1t7�--fid-ttY,�' er iG1 XA APW 19, 280# TEST HOLE DATA , ROAD a ,t:o DEC. s, 2004 (FNDTN. LOC.) 3/30/04TET a. w.0 MIXED LOAMR=7238.73 Ll2D7. R*122$, 72 ' Lw94.27' R-965.36' L=142.37' E�ao, 27' If EL. 11.11 0.g'S EL, 70.7" PALE BROWN EWE 70 COARSE SAND 0.7'W EL. 2,3• IN ______ 72" TH 109 6RAWEL SW 1�,. W4 TER W PALE BROW nNE TO COARSE '�'. z ______ 9' SAND IWN IOX GRAM SW v .4 �1O WATER /N BROW SILTY SAND SW 1L n -------- 12' WATER /N BROW SANDY CLAY AND aAYEY SAND SC A• a WATER /N BROWN FINE TO COARSE SAND SW P$ I h�J• 7. I Ig 32' a t4'9 f/fe✓ted' rA GRADING PLAN so' I wFOLMATOV Of 2�, m h. I G = 4APPROI£D 24.g' '•� b EF. EL 24• PIPE � Q.. w 62.6' Zi FINlS4ED GRADE EL 20' v LE 19.J' LE �� l.E. IX 19.1' TANY /dY 3' rauAa«Nc D POOL 1 I n PROPOSED SEP77C SYSTEM i, I EL o' I I [11 LEACHING POOL 72' DEEP WYTH 3" CLEAN e• OIAh/ETER I SAND COLLAR. REMOVE MATERIAL DOWN sANO Z TO SAND SP AND BACKFILL WITH CLEAN SAND. r GARtki. I I EL. -16 Ow [11 1,000 GALLON SEP77C TANK Ott 115 I am familiar with the STANDARDS FOR APPROVAL IAN 4 ' AND CONSTRUCTION OF SUBSURFACE SEWAGE _ DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES O and will abide by the conditions set forth therein and on the L- -- permit to construct. �yz. NEW y The location of wells and cesspools shown hereon are xs SSP aN .Memo D9� from field observations and or from data obtained from others. 4 A AL ,O Elevations referenced to on assumed datum. 2 � (� I ©, rtG3 -: ANY AL IERA770N OR AD0177ON TO THIS SURVEY IS A WOLA71ON n 3t.T 4 W k r. OF SEC770N 7109 OF INE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SECT7ON 7209—SUBDI N3lON 2. ALL CER71F7CATIONS g w ONLY IF, SAID MAPROR COPIES BEARHEREON VALID FIOR 'rH77HE /MPREWED SEAL OFMAP AD COPIESEOF THE SURVEYOR RpBERT HtJSA$ . 4 WHOSE SIGNATURE APPEARS HEREON. a ,�,�u� HU ' PE'Cawic,S�t{ . A ■ Monument N%ofl 1 "'•" P AREA=72,340 SO. FT. ZV H€OI N•Y. 1 t wNow 3Afr GENERAL NOTES : J.F.3 V 1 ALL WORK SHALL COMPLY WITH FEDERAL, STATE AND LOCAL BUILDING CODES - - - PRO)(. 8/8"ANCHOR BOLTS P - - --- (. W AND ORDINANCES. eget P R J( PVIf �'IlVll6`G - f; f� 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE - _- - — -- --_ AND NTiNUOUS POO IN .• OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND _ _ WORKER'S COMPENSATION COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS - - _ _- - ' 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS - 30� N FROM THE DIMENSIONS SHOWN. - - 4 THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE 12 - � (�II�) all DRAWINGS UNLESS OTHERWISE NOTED, _ - — — _ — — , U tO VIF. _ r — _ - 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND _ - 171-9" t/- I - _"--- - 10--"`� —-- _ I PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, - - - - ICT -� r COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE I Ai-� CODES I7 II 6 THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO - - PROV. 6/8" ANCHOR BOLTS THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED I �I I 3'-O. O.C. (MIN. 1'-O" EQ. a INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT _ FROM CORNERS) 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS ® I II I W W RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE _ 1 0'-4"P T' FOUN TION TO BE - p I 12"THICK., D 4' B VE 8 ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE _ - - I DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO - _ _ - - p GRADE. kn STARTING ADDITIONAL WORK. e. DOUBLE JOISTS ARE IN . INSTALLED UNDER ALL WALL PARTITIONS RUNNING _ 1 7 B 4 m t� PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. I m 'i REFER TO CONSTRUCT DRAWINGS 133E D FOR SIZES. I ❑ 12 ,�, C?, .z ATION 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR vC2 CONS. GRADE OR BETTER �, B I I 2Z I(—L TAT 11 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK FOOTING (TYPIO/{L) ` , P E U DIA. S BALL) PROV. W,W,M. IN WALL SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. NORTH ELEVATION- 81 LE W ATI O N I I ST EL COL. r. ACL) ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROCEEDING. PROV. 2'X 2'X 1' D. B P. C NC. FTG. (TYP.) r 4' - _ t o-4„ IL _ E ULATION NOTES : 1 e I - - - � � � - " P ATIP14 --_ - -- _ -_ __ _ _ - L P/4-f-14 A FOOTING (TYPICAL) E(], I , G EXTERIOR WALLS. 2 X4'WOOD STUD. R-75 HIGH DENSITY INSULATION -- - ® - -- NTIEED' ORAPPROVALEQUAL __ - - -_- -_ - _ _ _ ® --- -_ - _ _ PROV. W.W.M. IN WALL 3 3 TERIOR WALLS. 2 X6 WOOD STUD. R-21 FOIL FA HIGH DENSITY INSULATION - - - - _ -- - __ - -INTEED' OR APPROVED EQUAL. - _ - O -OF R-38 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EO B„ - - - - _ yr_4rr — — .— — — — -T — z,_Jn - _ - _ .,, - Ll J ELECTRICAL LEGEND : — — _ - - - - - ' ---- --- --- '- - - - 18-1" V.LF. WITH — — ", r•' � � - -- 8' V.LF. 6 NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND DOOR MANUFACTURER REGULATIONS T THE O B.F.U. ANDA CERTIFICATE FROM THE N V.B.F.0 IS TO y BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. Ei NOTE- THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE PROP. CONC. RETAINING PROV. NC ;SLABNOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L TO BE SUPPLIED BY THE NN TaASG E-ELECTRICAL CONTRACTOR NOTEALL SWITCHES AND RECEPTACLES TO BE 'LUTRON% "DECORAIN COLOR �O.N.O.. DOWNLIGHT TRIMS TO BE WHITEDUPLEX ELECTRICAL RECEPTACLEOFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT y r 1 " P.GONG, RET IMI G /'yam f WALL SWITCH .. + + •L, FOOTING.RYPICAL) PROV. W.W.M. IN WALL T U 53 3-WAY WALL SWITCH WEST ELEVATION da CEILING MOUNTED JUNCTION BOX Z WALL MOUNTED JUNCTION BOX T�jg WALL MOUNTED DUAL SPOT LIGHT , - PROV. LIFETIM "GAF"ASPHALT ( "7L CONSTRUCTION LEGEND : - _ - _--_ _- = ROOF SHINGLES. CrP ALL AREAS) �II�- -- - -- -- -- -- -- OVER 15 LB. FELT. PROV. "WEATHER NEW EXTERIOR PARTITION- 2" X 8"WOOD STUD WALL W/ 1/2" CDX PLYWD. WATCH" UP 2'-0" OF ROOF EDGE_ - - -- - -- - - �- -- - �- EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), QUALITY EDGE SIDING - - - - - - - - - _ -- - - - - - _ _ _ PROV. 4" WIDEAZEK TRIMBOARD BY"TRU-SHAKE" - COLOR WICKER APP. EQ. OIL FACE GYP. BO.(SCREWEDDENS!TAPED) -- - _ _- __ FOR ALL FASCIAS CUR. PINE 5"COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL. (HIGH DENSITY). _ - _ O -_- O - _ - 3 1/2" WIDE CLEAR PINE COLONIAL TRIM ON ALL WINDOWS 8 DOORS �^J ALL WINDOWS TO HAVE STOOL __ _ __ PROV. CONT. 8"ALUM, GUTTERS _ - - - - - - ALL AREAS) NEW INTERIOR PARTITION-2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD. & L DERS. (TYP._ "' - - -_- (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE RESIST GYP BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. - - --- -- - -- - - - _ PROV. CEMENT WALL BD. FOR ALL TILE AREAS. - -- --- ---- - --- - -- - - EK" TRIM OVER 6/8"COX. - - _ .. - _ PflOVIDOD"'AZ HI i LL INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O N. ONE COAT PRIMER AND TWO COATS FINISH (COLORS T B D. BY OWNER) SATIN FIN. THROUGHOUT U.O.N ALL TRIM SEMI-GLOSS. -" - B VEL E 6" EXPOSURE CLR 10, 1 Or HARDWOOD FLOORING-SELECT St RED OAK 2 1/4"W., 15LB. FELT ,UNDERLAYMENT - _ q ' ® (3 FINISH COATS OF CLEAR SATIN POLYURETHANE.) -- - - - - ® - ® - - _ I .. SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED. SUB FOR TILE AREAS TO BE SCREWED AND GLUED. CERAMIC TILE - "AMERICAN CLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED - ® OVER 1/2" CEMENT BOARD U.O.N WALL AND FLOOR GROUT TO HAVER- - _ WATERPROOF ADDITIVE MIXED IN. 7' WINDOW LEGEND : EAST ELEVATIOIN B ALL WINDOWS TO BE ANDERSEN 400 SERIES _ 4. 8" 17 7 - 131 7 E G- LAM LVL- (FLUSH) WINDOW SPECS is ILI - - - - JB _ ANDERSEN ROUGH ROUGH __ '- PROV. LIFETIME"GAF"ASPHALT 22/ - - REFERENCE OPENING OPENING QTY NOTE PANEL __-- - - -- - - - - ROOF SHINGLES. (TYP. ALL EAS) J��✓- / - 8' a -- - - --' OVEfl 15 LB. FELT. PROV 'WEATHER / ❑ / S IPY �f-, NUMBER WIDTH HEIGHT REF. - - -._ - - WATCH" UP 2'-O"T. ROOF EDGE 7� JA W2632 2'-8 1/8" 3'-4 7/8" 5 "A" - - - - PROV. 4"(NIDE AZEK TRIMBOARD j GA 281 2'-8 2'-O 5/8" 2 "B" FOP ALLFASCIASO ENER OP NER/_ GE DR /_ _ _ _ _ GA DRDDW2032 2 2 1/8 3-47/B" 2 "C"XW 14 3'-O 1/2" 4'-O 1/2" 12 TOTAL 10 10 - __ _ -- - PROV. CONT. 6°ALUM, GUTTERS (TYP. ALL I 1 -- - - - - -- -- - _ - - PROVIDE&"AZEK"TRI OVER 8' GDX. DOOR SCHEDULE : - P H L S, / GARAGE DOORS - --- - PROVIDE e" EXPOSURE CLR. - - DOOR IO WIDTH HEIGHT D R OPERATION LOCATION - - - --_ _- - _ - - LE 1e -- MATERIAL - B - - 1 3'-0" 8 8" 1/2 GLASS RIGHT SWING GARAGE -- ( ttt 2 8'-0" 8'-0" STEEL OVERHEAD GARAGE - - _._- _ - _ _ - _ _ _ -- _ _ _ - 1'-3" (L� 8' 1 � „�1lN�jrrT Pt ' . e _ ROP �D C3ARAIE 3 18'_0„ B'-O" STEEL OVERHEAD GARAGE - _ _. - _._ __._______ .____.___. y, . . �• � . S� SOUTH ELEVATION A�. 1 �F II _� 1^'1 z z N PRQV.2"X 10"COM. 10" HEADER DBL. 2"X 1 O" HEADER V RIMJOISTNDOW' ABO E WINDO (TYP) 4r `) ��}} /7014� �/ W PRQV. 2"X 10' CONT. �n r PRQV. LIFETIME"GAF"ASPHALT R ROOF SHINGLES. (TYP. ALL AREAS) OVER 15 LB. FELT. PROV. "WEATHER 0 R0. g WATCH" UP 2-0" OF ROOF EDGE. OB . 2" ( 1 D D R CONT. RIDGE VENT BY"COBRA" A OVE WINDOW(!YP) OR APP. EQ. (TYP. ALL) PRQV. 2" X 12" RIDGE BEAM U R-36 HIGH pENSITY FIBERGLAS %D FA. NSUL (TYP. ALL AR ) ti 2"X 4""FLYING RAKE" RAFTERS (TYP.ALL GABEE ROO ) 2- 1 3W X1 G-P LAM LVL- (FLUSH) - - 2"X 'O' RR, 16110,C PICAL ALL) 1_-Fl34"x 178"20 -- 5/B" CDX PLYWOOD SHEATHING G- LAM LVL- (FLUSH) D "X ' HEADER ' ABOVE WINDOW 01'P) FT DBL. 2"X 10"HEADER ABOVE 12" P. CONC, RETAINING } JQ W D IN 00 FQO TNG (TYPICAL(TYP ALL AREAS) 2"X 10" C. . ' . . P. PROV, 2"X 10" CONT.3 - 1 3/4" X t1 7/8" G-P LAM 2.OE LVL PRQV. W.W.M. IN WALL RIMJ IST2"X 4" EXT. BTUDWALL. PROV. WALL HT. T B.D. IN FIELD1 2" CD L O DO0 HOMEWRAP" UNDER ALL EXT. W/24" X 24"X 12" D. P. CONC. SIDING, FTC'' - Z R-21 FOIL FA. INSULATION PR V. WA RRleL IN ALON ENTI E FOUNDATI N EL W LUD W W (TYPICAL ALL AREP!:!!l ANDGCON NUOUED JOINT SFOEEN OTINGUNDATION - - - - -- - -- - 6/8" GYP. BD. ALL EXP , '0 .., . " .• '"i —__ - DBL. " X 4"ACO SILL PLATE W/ AREAS (TYP. ALL) r , \—pmw 5 8"X 1O° STLANC OR DBL1 3/4" X 11 7/0" G-IP LAM DBL 1 3/4"X 11 7/8G-PrLAMBOLT BUR. IN FDN. ® 4' O.C.(TYPICAL ALL) 8" P. CONC. FOUNDATION W/ l'-4'X 12" D. FTG. PR V. W.W.M. 8X6 REINF. IN WALL FOUNDATION TO BE (TYP. ALL FDN. AREAS) 4" P. CONC. SW 1N C�Mf— 12 THICK., AND 4'ABOVE FILL WITH W.W.M,SX 6 REINF. GRADE. (TYP. ALL BASEMENT AREA) WEST ELEVATION 1 ' P. �6'• FOU TJy " A � , . OTING CrYPICAL) PR�OV. W.W.M. IN WALL Q. 16" O.C. CONT. RIDGE VENT BY"COBRA" (TYPICAL ALL) OR APP. EO. (TYP. ALL) PROV. 2'X 12" RIDGE BEAM 0 X 12' RIDGE BEAM PROVIDE 6" EXP SURE CUR. BEVELCE AR SIDING. (TYP.) PRQV. LIFETIME "GAF"ASPHALT D \ ROOF SHINGLES. ('PR ALL AREAS) OVER 16 L.S. FELT, PRQV. "WEATHER WATCH" UP 2'-0" OF ROOF EDGE. 2"X 4" EXT. STUD WALL. PRQV. 1 " COX PLYWOO WP' K T 6 5/B" CDX PLYWOOD SHEATHING HOMEWRAP" UNDER ALL EXT. / WINDOW HT. \ 2"X 10" R.R. 16" O.0 SIDING. (TYPICAL ALL PRQV. 2"X 12" RIDGE BEAM 2"X 4" EXT. STUD WALL. PROV. C.J. O.C. (TYPJ 1/2" CDX' LYWOOD /`TWEK HOMEWRAP" UNDER ALL EXT. 4"STL. COL. FILL W P. CONC. SIDING. 3 - 1 x 11 7 W/24"X 24" X 12' D. P. CONC G-P LAM LVL- (FLUS ) FTC, R-21 FOIL FA. INSULATION. CrYPICAL ALL AREAS) ' W ] RIM' 2" % CQ MriSILL PLATE W/ R " 1 O"4"AL. 071— 9-3 C/B"GYP. BD. ALL EXP (TYPICAL ALL) BOLT BUR. IN FDN. p 4' O.C. AREAS (TYP. ALL) a X Ctl 12"P. CON . FOUNDATION L GA�1' T ^ALL�.ti4'€' -N ' -M .. A W/ O" % 12" D. G. ROY. 0 W.W.M. 6X6 REINF. IN WALL YIt (TYP. ALL FDN. AREAS) '�)�r -_ � ; GO O C. LAi 1N CAMP. FILL WITH W.W.M.6 X e REINF. - (TYP ALL BASEMENT AREA) '. 2"x 10 -R. 0 O O Q, 2"R.q" "F M E"AT 1 O. . (TYP) p C ' GA _ ND .) W W I1J, D o SIE !QS C O M g NOTE: PROV.'JOIST 0 m ci HANGERS AT ALL FLUSH SCALE; BEAM LOCATIONS 1/4"=1'0" (TYPICAL ALL) EO ARc OWG. NAME: NO THIS DRAWING IS FOR REFERENCE � 1KTq�OijR` PROPOSED ONLY AND IS NOT INTENDED TO BE ¢ n'1 GARAGE SCALED r 'DWG. NO• 02121 IyOQ FC1F�s�.P' r� A . 2 i � III s, „ ��L� 1- UP's IF I STRAP C'C NNt-O�1�?N I�aG�U1�i�F�+It� PASTES .. FCdOF-TO-WALL,EED (MPH) t AFTERIOE'1# 1 .� y -T TO T0,P I3,LA—E LATERAL AND r t' 14 WALL-TO-WALL, LL, AN PRE9CRYWIIV�DESIGN TABLEILF MVICA1F0 FOREST ASSOCIA-X10)'1 'I�.� L -�� �v ' 3.2 WALL-TO-F O UNIATI QI?�)' PRESCRIPTIVE DESIGN TABLE 3AA ALTERNATIVE TO TASLE.3,3 (AMERICAN FOREST A% PAPER ASSOCIATION) 1. 90 100, 110 T20 PRESCRIPTW/ED,E'SIok TA'B(ti:E'}d.t'iB ALTER�h{AT)VS;bO?F/JBL£349 - 1/2°" - R BOLTS (AMERICAN FOREST&PARER ASSOCIATION) 90 109 !" 11,(5 130 p 7 y�,�, U L S U L S U L - S U L 9 - F1 •LJ(:1NNE.CTION: NUMBER ROOF SPAN AN OF (F7.) (141PFASTT-N',1I . :HLAAND SPEED) FRP,MI SPACING ROOF SPtI NUMBER OF 8O COMMON NAILS + ) STORIES: .REQUIREG CAPACITY QF CONNECTION (LBS) ' ( ,) (FTI ' - END OIF1.1/4"X'20 20 66 681 284 '684 206 681 'a.BY 681 90 100 110 120 - 12 2 3 3 9 yga. SIU:PLATE TO 24 _ _-Be 325 280 _ 3158 DATION 2 32 146 447 388 493 OEChJ111G'JQI$T WALL M CMNIy1(IN'.) BOLT + POLlN RAFSEYL M Cd _ _ 1e x 3 a d 5' { SPACE OR SPACING ON) (�") 1 _ 20 & 4 8 4 GjMEw A. A. A. n 24 36 179 609 422 $61 16 3 { 4 + 24 58 43 421 128 76! 421 208 13 + 427 291 254 421 9 WALL BQTT'OM 10 3 3 4 9�t 4.. " 6 . 8 !*„ PLATE TO 28 88 170 260 35'6 16 FOUNDATION 7 _ 2 32 718 211 314 426 - 4 4 5 7 x J v u 10D BOX NAILS 3�` AEP MIT7ED Tq'B SUBSTIT11t, - �FOR�QO:'DOMMON NA11.8. .. - .: Ll4 '.cb(+7NEctoRLiFLII'r[aAO. - t - ,+ (SLAB-ON-GRADE) 86 149 p V , - - Z N. 3 j OR EXp3 $I D TH E ULAYEq ACL PAf&LL,EL TO UT ins, THE SLIM OF THE TOE NAILS IN THE R,?FTEfi AIVC3 C${LiIE�0 JOFST.RhU11.t EQUAL L4 -' CONNECTOR NERAL LPAD. (fsffRP,LNDIGULAH TO THE WAD.) NUMB RP OF AVAILS REOU D. - 1y8 422 TO AVOID SPLITRAIAta, NO MORE THAN 2 TOENAILS SHAD.BE IN37ALL:ED,lN.EACH SIDE OF RAFTER'QR GdE1IJNG JOtE1t1NW,f1 N;FA@TENem 5 a CgSNNEGTOTi 3kiBAR;LCYAb. (PaRALL'L�L YO THEWAII.) � U CONNECTOR UPLIFTLOAD. TOA 2 X 8 TOP PLATE. Y UI.,A1fE4I LIP(.1FT REQUII(IIMEI4T5)`ABSWA�E"A�p pF/CQIUN1i1 b6,Ap'LO,•,p,QF 10 PBF;>?/3'x 15 ' L - CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL), - ., iIOSi ACETOT A 06A1 ,A SEMS ,TgETYESA IT11'I)!:C8BER NAILS SHALL . p�CNN,E1CTEp.TO THE W2)cOFA$§IBhiBLV,Tfi♦=TABL7LKR@D NUMSSR OF NAILB�BHALL 66 9 = CONNECTORSHEA4LOAD. (PERAU,ELTOTMEWALL) E)L5E0`eY1NAIL ATF,AL"HEND. ANCHORAGE REQUIRED TO RESIST LATERAL LOADS 6HALL,B £6iAAW EO INTHE FOUNDATION DESIGN PER SECTION 7.1.4. FOIS WALL-TO-WALL AND WALL Ti7;¢04�1�,�j,T�y��'TIONCe'giNFLTI¢Ns,;'RY,fftA91JWTlq NUMB ' TABULATED UPLIFT REQ ED TO RESIST ASSUME A ADS SHALL E.pp��77 OF NA'IL:S SHALL BE PERMITTED TO SE'HCI$Pd"'E,b"BY 1 NAIL AT EACI CF THE 8V'dAl'FbIM+EACH (al'I!£AD LDAP OF 10 PSF(2/3'X 4S PSF), FULL'WALL ABOVE, F ' TABULATED UPLIFT AND LATERAL CONNECTION REQUIREM9W9 SHALL BE PERMITTED TO SE'MULTIPUED BY 0.70 AND 0,85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUIUDING'CORNERS. - 'TABULATED SHEAR CAPACITY REE�UIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHINOI WITH 7/76"STRUCTURAL SHEATHING.ATTACHED WITH 8D NAILS SPACED 6"AT PERIMETER EDLIES AND 12"AT INTERMEDIATE SUPPORTS). FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED. ALTERNATIVE FOR OPENING PROTECTION PAI�,L LEGEND (REFER TO TABU 1'809.1.4) FASTEST MILE W I°NDS+PEECD (MPH) WOOD STRUCTURAL PANELSWTTH A, MINIMUM THICKNESS OF 7/161 ANO MAXIMUM PANELSPAN OF&-1s" REF. TYPE AND N OF SCREWS PAN 91°iE " 11 iWIDTH HOGHT 2"X18 BLOCKING SHALL BE PERMITTED FOR OPENING PROTECTION IN ON ANb TWO STORY BUYL.DINGS. PANELS 06 SOFIISE1Nyffi 1916 D.C. (E)2-X 4"TOP PLATE PRESCRIPTIVE DESIGN TABLE 3.3 (AMERICAN FOREST& PAPER ASSOCIATION "A" HOI,3 FAL—2 VERTICAL—3 3'-7"X 4'-3' ' SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. 4;>(N" 90 100 Ila 120 1A SC ,- B® 12° O.C. (REFER TO SECTION I OW.1.4 ABC 1809.8.5 AND TABLE 1608.1.4) B" HQRiZL'-')14'I'AL- 3 VERTICAL-2 4'-11"X12'-11" RAFTER/TRUSS ROOFSPAN U L' S lY L' S U L' 3 (l L' S HORIZONTAL-22°VERTICAL-3 , SPACING (IN.) (FT.) TABLE ' 1609. 1 .4 "C" 3-1"X 4'$' ' REQUIRED CAPACITY OF CONNECTION (LBS)'" 12 193 191 280 264' 236 280 341 284 280 427 339 280 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR'WOOD STRUCTRAL PANELS • �- 4 LJ 2"X 10'RAkYER 18 2 325 421 628 20 282 386 600 628 PANEL'SPAN < 0-a' < PANEL 4'-O" < PANEL 8'-O" - PANEL C FASTENER TYPE • ® 4 t�© "WA HT (7 -ibA x 1,1/2 ,.'�YOR . 16 24 327 447 Sep 72g 2'-a' SPAN s a'-[,Y' sPAI+( s 6'-O^ "SPAN 9'_a' j . ,TO ST 7) AN X 1 1/21kA'9'(EKI f( - 1 TO STUD�'1D Ri;Fri�R: 11� r i 28 371 609 8e0 8� 1 7/2' NB WOOD SCREWS 18 16 12 9 , ' h 32 416 670 7+{O 627 36 48Y '832 820 10kT/ 1 1�/2"i"8 WOOD SCREWS 18 18 1E 12 / SAND JOIST L °T• Ll = CONNECTOR UPLIFT LOAD. _ I,°' „ FLA41R FRAMING L' = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PERALLEL TO THE.WALIj - ' TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). ' TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85, REBPEICTNELY, POR FRAMING NOT STILI - tw,f�^RFLdOR" , rM° ` LOCATED WITHIN 8 FEET OF BUILDING CORNERS. - ' TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO-FOUNDATION - OONNEP�ON OF FLOOR420AM)NS CONNECTIONS, TABULATED UPLIFT VALUE SHALL BE PERMITTED TO 13E REDUCED BY,66 PLF [(2/3 X JNDO PLF FOR EACH FULL WALL A30VE. - N£CT10N p'F WINDOW PILE' ' TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF yElOHT9 OF 15 FEET OR LESS(, THE TABULATED VALUES SHALL BE ( 2"X 1 a' ERT EMTEHIOR�,yA'�L. T U R BEAM,SYMP'8ON T 12 - WAI'{-6TUD PERMITTED TO BE MULTIPLIED BY 0.80. �qp�p SC9T11 O�++Ajg STRAP WITH $N'SY3PFL�R�i TAND"1>iSUP'PPORT BEAM (12 1bd BTENE'R. CONNECT IV=If QR FRAItiI NG � WALL r. . A "�Ttlb SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS T�7 T; t -t I 'X " � SOMM PLATE RESISTING LATERAL & SHEAR LOADS ( -__ I T TU S —I BANDJOIST PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2(AMERICAN FOREST&PAPER ASSOCIATION) CC3NIT14V QF /,/�, � I-{ ,fit`(-'k({Cj[j 9 SHEATING TO1 1/2"ANC R BOLTS 6/&"ANCWOR BOLTS TO ST1:JDS AROUND HEAD,EIR t -t TRUSS TOPPLATE. TWO- MEMS$R FLOOR SUPPQRT REAM „ (EXAMPLE) PILE CONNECTION OF 5WA L TO FLOOR FRi4MING FABTEST-MIL6 WIWD SPEED FASTEST-MILE WIND SPEED SIMPSON LSTA18 STRAP WITH ' (MPH) (MPH) (12) 10tl PASTENER'. DOUBLE `� CONt(FOLITION OF BAND JOIST TO SUPPORT 90 100 110 120 90 700 110 120 TOP PLATE j WALLSTUDS SIM N L P4 STRAP (I 86 X 1' 1/2" ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM NCHO BOLT MAXIMU ANCHOR BOLT METAL HURRICANE l A,q,, L� cQNN£croR c"ic.',,NI�'1'ECTIC3ty OF W LL CONNECTION SUPPORTING EDGE NAIL SPACING SPACINLi (IN.) SPACING (fIVJ TO CONNECTION FLOOFRA N •' WALL (EXAMPLE, SILL PLATE TO FOUNDATION- � Tp U -BRACING SHEATING (CRAWL SPACE OR BASEMENT) 2 STORIES ALL' 23 38 - - , - 3° 19 29 TRRpU'y%� &,%1R CI O>!NN'ECTION OF Top WALL PLATE TO FOUNDATION' 7.3 STORIES (RR84) {„[, (SLAB-ON-GRADE) 6� :38 67 U = CONNECTOR UPLIFT LOAD. _ - — ,p�, YI L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) P SHEY,tTN1N S = CONNECTOR SHE LOAD, (PERALLEL TO THE WALL) '( RIDQ i _ 1 i' A9T4�i111QR.. (B)r'1':"M,1tl I OP,WAtI� "'II BF.ALVT - ($ . 'mB :lip"JOIST• I 1 ,(r;- ,".o'WIM,OCRv - y 6iTi�N I ANCHORAGE REQl11RED TO RESIST LA L LOADS`SHALL BE DETERMINED IN THE FO_ UNkiiFLblpN'D TdN PER dYYON 1:7.4, + ' ANCHOR BOLT SFFP�yA INGS BASEDO, MAXIMUM SHEAR CAPAEI'TY OF BRAL#ING WALL PER�FI `-hME'TER E E gas OC.)731 PLP) BUILTt' ' "-' '�'' $;T:1_'t-D�O'6YU6 -WITH N FOR DIPJ°H S(279 PLF}. (uas'r ANCHOR BOLTS ACINGS BAS ON IMUM HEAR CAPACITY OF U OCkEb ROO .,'ik /OR K t�{OF IN ACCORDANCE WTTFi SECTION 9:4.4. - _ ' ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER'E1SE NAIL SPACING OF 8'O.C. (421 PL17 BUILT ,�9�' µ, IN ACCORDANCE WITH SECTION 3.4A. ,7 R I � UD TO.BAND JOIST 4 D.C.. ZOOWAL I'GAL H�iA �'}P'Ui<U6 � (L * -g.ANCIi¢pRAGE . . SQL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS � WALL I ' CONNECTION- w,al�L �t t�ar�tING L OQCSI GTIQFV QF Iridf ,E i- TOWINDOW HEAD - At —1 90212 y0 RESISTING UPLIFT IoFNe� HcoNER) Fi". R Al -1 PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TA13LE 3.2 (AMERICAN FOREST&PAPER ASSOCIATION) 1 �I- � (EXAMPLE) pp PROV..11 7/8" BOX BEAM 1/2"ANCHOR BOLTS 6/f$ANCHOR BOLTS (Ph2�i➢y �4l�/4q.. � ;&UR%Am =MI E WIN SPEED f=AST�ERS - lJSl G +1 FASTEST MILK WIND SPEED FASTEST L D -(*H) (MI>H R9 9'1�P OWESS,�y11 (BOTH 9fOt;S OF o 90 100 110 120 90 100 110 120 t' 9_!u' ,.,PLATE TO 1 ROW THROUGH OO ON)[111N. LENGTH = JOIST OV 44 F, NVA ON EAT EACH DE HMINUS 1/2" � � �` .� (nBrP�jN 8 CR$(J5{4 RER LEGul , SCBE ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXi1MUM ANCHOR BOLT SILL PLAT 0e6 x'�R MIL CONNECTION SPACING (IN:) IS IN ON.) 1UNA.47E PFtOV 'METAL FLASHING U IN6L Ug,P ING A VWwopOpWW SILLS,' PLATE FA$ NEWS (YTP, ALL.LOCATIONS) ... SILL PLATE TO FOUNDATION" (HBP 1.(!R8) "t. NAIlkI �L (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 , WALL PLATE TO FOUNDATION 1-3 STORIES C :D t' _ QI �, . -" I„I ,-� �.1- ^," e_ I�, I pE (SLAB—ON—GRADE) - aft ' 26 s1 42 se 3�z Nt TA}k".k 5 „ ��` GSL L , t -1 G` 1 �I ( . , L? 1 4o a3 r i Y �rh►.�� ssz _ V G ROAD v O N LUTHERIS N C) d >-! 7 N # Z Ua 339 23'�(DEED)Q 336 01 ( N 60 20,p0„W 20' W Y co U � N N Z O sa } Q W z Q 111 6r' 30' co Q O EX 2 STORY I W oQD o 0:7 M( W Z PROP CONCHLIAININU I r� 110 U3 Q z 22 7 m 3 �� L U- Y O 7- /� 4 00 cc 0 Q PROPOSED 50' Q06 ul Q U PROP DETACHED DRIVEWAY ` 7w 3-CAH uARAGE 14267- u- 50' 4267 u- 50 � Y { Q t , JT � y Z Ll Q tr SITE SURVEY �" T U- 1402 SURVEY OF PROPERTY O 3� U � {UtLDING ENVELOPE Q SITUATED AT Z cr) MATTITUCK �1s 4g' TUAQ TOWN OF SOUTHOLD 28$96' (DEED) SUFFOLK COUNTY, NEW YORK cn « E S� 0 S C. TAX No MAP-1000-9 —05-02 S 6.20'oo i c SHEE`-{AN �TFaF N� � y g SCALE 1 " = 50' & MARIA J`�" PETER SHEEHAN 1 -W N/O/F DW„NAME INFORMATION TAKEN FROM SURVEY SITE PLAN PREPARED BY MR JOHN METZGER PC LAND SURVEYOR DATED APRIL 19 2004 l Uwl NU ~/ AREA = 72,340 SQ FT A SITE ~4 Ti D11AW1N09 A,INeiRt1MENTS OF 1CBVICE �, �, _ _ I ARE THE SOI E FROFF FS of Di ANL`IMCCT N. JLi GJ NnyprppwHIePcT'o�UM1iO�V�J1noN nac.I,rtrc.-r ANV RFPR(JIx1CT10N INp/WT � fti,,,.,.•- or+wigiE is smlcr�v FnowarEo ev lJ.w \ t r GENER .L Nt,.)T 1. ALL WORK BHA" AND ORDINANCES. COMPLY WITH�FEDERAL, ;TATE. ANp lAOAL BUILDING OODES - AW - 2. BEF¢RE,CgMMENJCEMENIT OF WORK, THE'CONTRACTORS SHALL FURNISH THE U T' N �FIKi) . Y� T,PiEr QONYTFi,4CTOg6SHALL BE RESPONSIBLE FORALL DIMENSIONS AND - I ' - OWNER AND ARCHTTffCT�VITH COPIES OF ALL RI=QUTAED INSURANCE AND NG. I W�FtKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. OONDTTION$ON THE JOB THIUD E ARCHITECT MUST BE'NOTIFIED OF ANY VARIATIONS • - J N A SHOWN. _ - - 3U' - 4D1,THE'CONTRACTOR SHALL 8 FPI AND MATERIAL SHAWN ON THE FROM Toff DIMENSIONS IL,ll DRAWINGS UNLESSpTHERWISE NOTED. 'S:THE CONTRACTOR SHALL BE,RESPONSIBLE FOR ADEQUATELY BRACING AND y 9_311 - -PROTECTING ALL WORK OURII+IG CONST79UCTION AGAINST DAMAGE;-BREAKAGE, "' "` - T tl COLLAPSE, DISTOF'iTIbN, AND MISALIGNMENT ACCORDING TO ALL APPCIDABIECI S. THE CONTRACTOR SHALL PAY FOR AI, PERMITS,, FOES, AND COSTS RELATED TO THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITL(,TE ALL REQUIRED INSPECTONA OF ALL WORK COMPLETED UNDER THIS CONTRACT. t OM 7. THE CONTRACTOR SHALL AT ALL TIMES,KEEP THE PREMISES CLEAN AND IS RESPONSIBLE FOR REMOVAL OF ALL RLJ'BBFSIH FOR ALL TRII FROM THE JO¢SITE. . . fl O 2 B.ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE ""tEQ i DOCUMENTED r - MEN p WITH THE COST OF APPROVAL BY OWNER OR L:II$AGENT PRIOR TO � - - � i r 'j w _ � 45 •7 STARTING ADDITIONAL WORK E[. g, DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WAL.L PARTITIONS RUNfiljNp )?,r I.r yt errV"�rf�y"�•, �',;_^"r' T 7+B ., + - �. - _ '- ,z k PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER :JbIST9 AT ALL ORENlNGS, REFER 70 CONSTRUCT DRAWINGS FOR 612115& 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR W2 CONS., GRACE OR BETTER. - ~•v '• „� - t� 'r _ 'i i- ALL SPECIAL WD1�K - - 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR `#' '�^ /� A ' i o 2 SUCH AS BUT NOT LIMITED TO; MILLWORK, SPRINIKLER SYSTEMS AND STEEL WORK. 1f Y 1 ELEVt'1T�Q'{'VPM'7Y,; M I "Ny14LL ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE -J PROCEEDING. 4 . L L'. LILY„ _ ^"� QD 2 INSULATION NOTES , Qv. OF M rpAF" T. 2'-1 p° Q' IN. L ALC - d Oq 1'S LB. FF; T,PROV. ' ., Q. E - EXISTING EXTERIOR WALLS:'2"X4"WOOD STUD, R-16 lilGH DENSIIl1'INSULATION WATCH"UP 2' OF gOOF'EOISE'., FO R' BY'CERTANTIEED' OR APPROVAL EQUAL. _ PRbY,W,W;I'y1 7W LL - NEW EXTERIOR WALLS, 2"XB"WOOD STUD, R•21 FOIL FA. HIGH DENSITY INSULATION PR V TRIM ' SY'CERTAINTEED' OR APPROVED EQUAL. _ FO- NEW ROOF: R-3BKRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. s. g :.g", UM PRO . TTERB 5 ELECTRICAL L�CEND : REGULATIONS ALLELECTRICALTRICAL WORK TO BE IN ACCORDANCE FROM T HE RULE;AND BE PRESENTED TO HE'N.Y.B ER AT O.GRTIFIGATE FROM THE N.Y.B.F.U. ISTD BE PRESENTED TO THE OWNER AT THE'COMPLETION OF THE JOB. - all } E ,Ei; - ' NOTE: THE OWNER$HALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE }i U ' 6 1 ',r4 NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAIL, TO BE SUPPLIED BY THE 11 ELECTRICAL CONTRACTOR. DIY I r 4 �.. NOTE: ALL SWITCHES RIM RECEPTACLES BPTA ITE. TO BE'LUTRON', "DECORA" IN COLOR " O,N.O., DOWNLIGHT TRIMS TO BE WHITE. I Q) DUPLEX ELECTRICAL RECEPTACLE SOUTH ELEVATION maFl DUPLEX RECEPLTACLEIGROUND FAULT INTERRUPT [ I $ WALL SWITCH Y Sa 3yWAY WALL SWIT{gli' s, . N . *JB CEILING M¢UNTJtJNCTLLUN Y F I R�y,,Ig WALL MOUNTED JUNCTId'N 6C5M F$ WALL MOUNTED DUAL SPOT LIGHT OWERIr FgS , Pq -ALL wp7cH Wtr•2 d�GF I - ' = I. . 0 n I�T ^ a NCS . : - FdR ALL E. S K7q RD IS UNLAWF ' OCCU fIL NEW EXTEPIOR PARSITIC fiJ 2,X il'WS OD STUD WALL W/7/ USE NS R UL �. EXTERIOR SHEATHING ( TINa LEGEN1) : PLYWD, PR • $" GUTTER$ WITHOUT CERTIFICATE ' VlA�// TY EDGjE SIDING BY"TRU-SHAKE"- COLOR WIC°,kEFT'APP, EQ. PROV.1/2" GYP. BO.(SCREWED/TAPED) - P. L ) CLR. PINE S" Cg1,p(111gqLI,,@q�E TRIM. & R-21 FOIL FACE INSUL. (HIGH DENSITY). 16'-91. : - - ^ V 3112"WIDE CLEAR PINE CbLONIAL TRIM ON ALL WINDOWS &DOORS " ' OF OCCUPANCY . '. P CVID BN" TRIM PV „ AtL WINDOWS TO HAVE STOOL. � - y� n , , . , . _ CUPAMC NEW INTERIOR PAgTIYlON-2"X 4"WOOD STUD WALL WITH 1/2" GYP. SD.(SCRERESIST Ep7TAPED) APPLIED BOTH SIDE'S, NOTE: PROVIDE D CEILINGS. PROVIDE. ',E7fPOSU C4R. CERTIFICATION OF RESIST GYP. BD. (GREEN BD, FOR LLTI L.BATHROOM WALL AND"CEIUWGS. NAILING I CONNECTIONOF PROV. CEMENT WALL BD. FOR ALL TILE AREAS. ii 3D' n ey YA REQUIRED. INTERIOR PAINT- TOi "BENJAMIN MLi N. ONE COAT PRIMER AND i 1 TWO COAT$ FINMCIE". ISH (COLORS T.D.D. BY OWNER)SATIN FIN. THROUGHOUT 10' CONSTRUCTION SHALL U.O.N. ALL TRIM SEMI-GLOSS, i 10 ® HARDWOOD FLOORING-SELECT W1 RED OAK 21/00 1SLB. FELT.,UNDERLAYMENT �" - �;/ - ,THE REQUIREMENTS SOF THE . (3 FINISH COATS OF CLEAR SATIN POLYURETHANE.) - CO ES OF NEW YORK STATE. SUB-FLOOR-USE 3/4'THICK PLYWOOD GLUED'AND NAILED- SUS FOR TILE AREAS TO BE SCREWED AND GLUED, 14 - - - CERAMIC TILE- "AMERICAN BOARDN OLEAN"TILE OR AFL OW, TIL=E TO,Q E INSTALLED ! ,. T - ` AP ROVED AS NOTED I DATE, MM OVER 7/2" CEMENT BOF:RD'U.Q:N. WALL;AND FLOOR GROUT TO HAVE . � " ,. 1 _, - • .1 WATERPROOF ADDITIVE MIXED IN. FEE: 6 - BY' r r NOTIFY UI4DING S PART AT 78SFOR 1S02 SAM TO 4PM THE "FOLLO"IINSPECTIONS WINDOW EG= N�D . 1. FOUN TION­ TWO REDWRED . FOR P URD, Cr0�1CRETEI . ., . � '.`t�., ,-,✓_ .�, IUi ION ION i PL'MBING ALL WINDOWS TO 8E ANDERSEM';<,90 SERIES. � �, 2. _ FINAL I ONSTRUC7ION' US''' r - ',- •w-r`rp�+-- SFJ' A. WINDOW SPECS L, BEC PLETE FOR 00. , - - ; € . r ALL'.CO TRUC-ICN' SHALL�MEET 8 a� .,, -'• '" '� ANDERSEN ROUGH RpU H ' •' ANUMBERE OPENING OPENIC�T.G QTY. NOTE. PANt'°L _ - { '!'' 'fi r; - N1 11 THE�CDDESpFN - -1'9' ,S,� WIDTH HEIGHT 'YORK ST.E. NOT'RESPONSIBI,E IF ' � '§.{ TW 2832 2-9,1/$" 3'-4 7/e" 2 "A^ 8 - 7 ,F`FS, 'bR ; } : EoPr. " DESIGN R CONSTRUCTION 0 B A 41 4'-0 1/2" 2'-0 6/8" 1 "B" g - - _ I. _ - 7 P� "rNER © TW 2032 2'-2 1/8" 4 7/S" 2 1,C„ - '. .. `: - �f' TOTAL 5 1 v OR SCHFptJLE : QARAGE,DOORS ' r /fir • -. ,� I 12 O +a '�OFNffW 1�43.�ip . OO, ',W DTH HEIGHT OPffRATION LgCp;,T10N RIGHT SWING GARAGE OJERH- D _ GARAGE. EP• t oveRHgAD GARAGES Ao oAwLa$ RFIGAIE DERWRLTfASCEA i REQUIRED RETAIN STORM WpeR RUNOFF. PURSUANT TO SECTION 46 10 OFTHE,TOWN.COD Tr af. of PROV. LIFETIME"GAF HALT - I I -i A OF 9HiWUES. (TY . ALL AR OVER 15 La. FELT. PROV.'WEATHER WATCH" UP Z'-0" ♦:9F ROOF EDGE. - � � - � � tq GO T. RIDG VENT BY"COBRA,, R . EO. . ALL) PROV. 2"X 12" RIDG PRO . 2"X 10"CONT.", +- R-38 IGH DENSITY FIBERGLAS IM7 D L • 9�U_2"-X 10"'M@ADER ' r FA. I L. CARERS) — - _ _ 'a{@q� - 2"X 4" "FLYING-RAKE" RAFTERS .. " M1 10" O.0. '' q!t $48-CDX PLYWOOD SHEATHI G I - - }y� ' aI—WojVM2. X 1 C @ "X10"- i- . -RA VE DBL. 1 3/4'X 11 7/8 G-P LAM 2,DE L\4! :.. P• I D NG (TYP. ALL AREAS) _ 12' P DON � FtETAtrJI 2"X 4" EXT. STUD WALL. PROV. PROV. W.WJ.�. IN WALL I SIDING. "S 1 WALL Ht T` ;D. IN FIELD I _ L } 2 HOMEW)iAP"UNDERALL EXT Wl24' 2 D. _ - . R^81 FDILF„� lg,UTATION. _ t �"V4fiES R v ..W r N �T� ld 1C4EG$,J '1 " a 'EB 'F(SUNfYAT1N- r ' 1. A Gbb If!YE9tb FOOTING. ' � k Q@L. 2" X 4'A00 SI P TE W/ �e°GYP. BD. ALL EXP. ! " '1 _ w 10" AViEA9 (TYP. ALL) _ BOLT BUR, IN FDN. ® 4' O.C. .y. (TYPICAL ALL) , WOW 9 V. 2'X10" NT. 8" P. CONC. FOU IC O AMte4�'[f __ W.W.M. 89(8 RE1NF. IN (TYP. ALL FON. AREAS) ��55'' O P. FOU E. - � LLJNTti W.W. '. 8X8 rINF. 12r � ' ,4'i419 VE p'YP. ALL BASEMENT AREA) - GRADE. WEST ELEVATION , E TI'QrN "P. . xy% ' PROW W.(rYp .I 1.3/4' C,! ' TAp N WALL ', P':Ug1N D9 1''3FN' *1�,3 "'�G.P'Wt(M1 ' 1 3l4'X 11 7 "G,p.LAM- OMT. " J I i i :l ' 2•X 10"R.R. 16"O.C. ICA' AL ) CONT AIOGE VENT BY"COBRA" OR APP. EQ: P.ALL) I ' GE BEAM CT' - PROV. 2"X 12"RIDGE BEAM f - i,-- _ `- PROV. UFETI E "GAF"ASP.HALT ROOF SHINGLES. (TYP. ALL AREAS) P VIDE B" EXPOBUR CL OVER 15 LB. FELT. PROV. "WEATHER EL E AR 91 ,) WATCH" UP 2'-O" OF ROOF EDGE. - 8/8" CO PLYWOOD SHEATHING 2" X 4" EXT.�S'TL)q W. LL. PRDV. '3q 172" CD)rPLYA/00-LS K •,i 'HOMEWRAP" UNDER ALL EXT 2"X 10" R. 16"O.C. SIDING. GA L 2"X� LY Iy ? , 2"X a" EXT. STUD WALL. PROP. Z.X lo.,C.J. 1¢"O.C. 1/2" D PL O W (IYP.)� 1 B 0 HOMEWRAP" UNDER ALL EXT $IDINO, R-21 FOIL FA. INSULATION P 1 4"X 11 7 IC OL - - - (I YF40AL ALL AREAS) HE A �1iE ALL Wl • 6 DOUR OaENIIVQ3 (TYP. LL AREAS) ul . SBL 2"X 4"ACO.N PLATE W/ L. FILL ONC. , 87S" 7C 4�S't1 NC 4„ X 24"X 10' D. P. CO C. _ BOLT BUR. IN FON. ® 4' O.C. G. (TYPICAL ALL) C8,'4YP. SO.ALL EXP. 12" P, GONC. FOUN TIO . +AIdEA9'(TYP. ALL) W/20°X 12"D. . P OV. r• W.W.M BXB'REINF. IN WALL (TYP. ALL L FD AREAS) 1 . Lai ��� FILL 1TRIRA.e% INF. '. (TYP. ALL BASEMENT AREA) r r • " - ?v �n S r, 6 r �F �- qj FOF ' i V � -- ry a n, f, 7. i ED FASTESTM LEVINGi MPH) , p . �, '^ � t-,�-. gra. �. .. � „ � ` �;. ' , , E1 =1� 1 jo+STTQ TPL TE .ENTS,CL A ' f; I, P RESCRIF'(']t�'ChESIGN�TABLE-3.2�.(AMERICAIsy FOREST'8 PAI7ER ASSpCilq -�! � - �� � °' ' � ' ' '� n4 1.1tT ! t'; E, , So 149 1T0. { .:' pRF�Cfklt>fiVE DSSfRN1?ABLR3.SA RLT'SRiN{A TA'Btk#:3'' :: ,:..•:: � ''L - .. .rW". „� i ' ;y, •:^ � ' 2p � TF7 .3 f�+/F�RIt31cN�IIM'p.r"^,^n PA�PI^�kR ..�C, ,•1+5 r"y,i�l 1 _ ' f 'h i CONNECTION: NUMBER ROQF�BPAN S U l S U :L S U .L $ - - ' F (FT.) wtt " . :� b�„ ° �, ' . ,�Ixr n a . � .. � .t sf I, _ j ,l . •,. BT RIES: � REQUIRED CAPACITY OF CONNECTION (LBS)1°IO20 . ' :. - �'CyFJ:,b '• ! i'"' �' " "T°�y '1'��t 1 'a'� 4 i .. 5881 'BBff20Fi 881 '281 -_ - 681 _ ^ _ '' •A(C'MaN@', .�'r,',., ': .. " . .,,,N1 `. 4lrre -; .,.:.:. iS� pp '' : �'^ T' :PLATE TO 24 88 280 368 '� _ .� I f - T• r _ i 1; x i . Uf DATION . 976 V :d, tI?'° ., ' ; 2 28 119 3$6 - ) . (4[ V SPACE OR Sia 428 .I CEILING JQIST WALL.HEJf#HT M NG,13Rr:6faLT, " _' 2 O MEWL) 32 149„- ,A, 447 3gg SPACING (IN.) Ti' tV N ' 38 179, 422 .�.,. .-�� Wr{4LLBOTTOM 24 68 43 421 1i#8' 713 421 206 13 421 287 264 421 )) ,6 ,•' PLATE TO 28 Yg FOUNDATION 170 260 368 60 3 3 a 44, ri'' 4 1 a 3 4 32 4 6 ' 6 - . . iwT ,t 2 32 119 21t , 314 426 35 1 4 4 -9:± 7 ,1 (SLAB-ON-GRADE) 36 ,148 N'. 263 N- 36B 'N 493 2 1 DIDWHEN BOX NAZIS SHALL BE PERMITTEDTO BE SUBSTITUT O FOR?,D COMMON NAILS, U4 CONNECTOR UPUFT LOAD.' 179 284 WHEN CE D THE TABUOISTS ARE INSTALLED PARA IL S TO RAFTERS, THE SLIM OF'THE TOE NAILS IN THE RAFTER AND CEILING JO15T$HphL EQUAL - 422 _ 681 OR EXCEED THE TAE3ULATED STALLI 'OF HALLS REQUIRED. L4 - COIyNEFTgR LATERAL LOAQ. (pERFENDICULAR TO THE WAt.l1 U = CONNECTOR UPLIFT LOAD. TO AVOID SPLITTING. NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RA(FYERI.OR (;YeILING JQIST WHEN FA@TE'NED TO A 2 X 6 TOP PLATE 6 CONNECTOR SHEAR LOAD. MURALLE'L TO THE WALL) L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) _ ' TABUL,ATED,UPLIFT fW_gQi{BMENT$A%SVME A'ROOF/CFJUNG DSA0 LOAD OF,10 PSF(2/aX i6 S CONNECTOR 9HL.hFk'LOAD. (PERALLEL TO THE WALL) P�j, (F A CEILING ASBL{HOLY M NOT PRESENT OO)FI THE CEILING A3gkktNeL,y 1$'iJOi' • TABULATED UPLIFT RE TO RESIST LATERAL,LOADS SHALL'BE,pETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1,4, - oOI�ILgECTEO TO THE p100F•AS3EM6LY,THE TAgU4;".TBC'WUki¢8p'OF Nrr1L6'SHAL{.pE p IOREASED BY 1 NAILAI`F_At^„"H.ENO, "TABULATED UPLIFT REQUIREMENTS A$SUME'q ROOF/CELL7Nd'DFAD LOAD O1F.10 PSFl2/3 X 16 PSP), • FOR HI9D BYYI Ii AND k1/)LI-L-TO.FOUNGAT,IGZ)W CONNE(?TIONs::THE TABULATED NUMBER - �,;,�;” ° YAI3U,LATEp UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMpNG NOT _ OF NAILS eF1A44 SE PERMITTED TO BE RF3AL}OBO BY 1 NAIL IONS,EACH OF THE ATpA"p�iOR:FADH . I LOCATED WITHIN B FEET OF BUILDING CORNERS. OF NAIL LS ALL 13 _ 'TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/76"STRUCTURAL 9HEgTHING,ATTACHED WITH � � ,_ eD NAILS SPACED 6'"AT PERIMETER EDGES AND 12"AT INTERMEDIATE SUPPORTS). FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED $HFJ4R CAPACITY OF THE CONNECTION SHALL BE INCREASED. ALTERNATIVE FOR OPENING k'RQ1'ECTIC�N: � RA��� Li NO (REFER Tra:r a FASTEST MILE WINDSPEED (MPH) WOOD,STRUCTURAL PAnrEtswlr AMIi lnwMrHLCKruEaso ins nn M MUM'pur�l spAtit:ea�a i _ - 'REF. TYPE AND,+Y OF SCREWS - PRESCRIPTIVE DESIGN TABLE 3.3 (AMERICAN FOREST 9" PAPER ASSOCIATION SHALL BE PERMITTED FOR OPENIIJGPgOTEOTTON IN ON AWI9 TWD.STORY b(JjL„jy,INGa. RANEIa'__$' WFC1!7H loN' 2"'X'6!"SLOCI(1NG +PiB SCR '7@'Ox ' " ''- I .� �, SMALL BE PRECUT Tb COVER GLAd Q OPF NINI�S WITH ATTACHMENT HARDWARE PROVIDffC1. - �) � ,I�FTAf' �2 V�RIFICA�„-3 ' , .9h:7"X d'�' � i 2 X4 �TETR PLATE' 1015 110 120 ' "i (REFER TO'SECTIS4N 16011,801'TABLE 1609.1.4) 8 1.2" r,' - B H�431,;„$ �L 4'i14Xa411 SPACING (IN.) ROOF SPAN LJ' L' S U' L• 5 U' L' 3 U' L' S 1 , , SPACING ONJ ,1. (�) TABLE 16 4 0 4 ilN+St r� a a'-n x4'.41 ' R - 235 280 341 284 260 ._ . REQUIRED CAPACITY OF CONNECTION (LEM)�''° a 12 183 7B1 2@0' 264 ' 427 339 280 , �. ' .. 1B WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD'STRUCT'RAL'PAN@LS 1' r 2 926. 421 628 - _ _ _ y i i �I 0'!DC 1b,RAFTER 2D 282 388' 500 FASTENER TYPE -.. - _. , -Aa I 628 PANEL SPAN c 2'-O” < RANTa1 4'-O' < PANEL e' to 2a 327 447 A:CAFT'fASpACtme- , . .. SBO 728 2'-O" SPAN <4'-0" SPAN 5 8'_0„ SPAN'+c E'„qI' • ,: " WITH (7) 1QG�{ 1 1/2E$A €ESNP : 28 371 TO STUD A.R RAHT.ER, '{ 609 660 828 i OR 32 416 570 740 927 1 1/2" rk8 WOOD SCREWS 78 1g 12 S - 36 461 832 920 1027 11/2" R'DSMCgUTH,CT ! :� YYB WOOD SCREWS 16 16 7612 / 'BAND JO)$T [} " U' = CONNECTOR UPLIFT LOAD. w 1•=N'D JCtST ! NI,,,>( , L" CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE;WALL) FLOOR FRAMING LO1 -1-' ' S CONNECTOR SHEAR LOAD. TERALLEL TO THE WALL) (EXAMPLE) ' ' TABULATED UPLIFT REASSUME - - QUIREME T N S A ROF CE „ O (CEILING DEAD LOCO OF t0 PSF(2/3 X 16 PSP). 2"X �f� ' TABULATED UPLIFT AND LATERAL CONNECTION REgUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0,70 AND 0.85, RESPECTIVELY, FOR FRAMING NOTF gTUp L o LOCATED WITHIN 8 FEET OF BUILDING CORNERS, TWA- MEMBER FLOOR ' TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO-FOUNDATION .gUpppgT'gEAM CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDtJ,GED BY 86 PLF(213 X 700 PLF) FOR EACH FULL WALL ABOVE, ' TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF Y5 FEET OR LESS, THE TABULATED VALUES SHALL BE (3) 2"X 10" CONNECTION OF'WINDOW PILE CONNECTION OF FLOOR FRAMING PERMITTED TO BE MULTIPLIED BY O•ep. WINDOW HJ:AD R Tp EXTERIOR N/ALL. TO SUPPORT B,FAM. 91MPSON LTS72 11 HEADER 31MRN LSTA16 STRAP WITH STRAP WITH (12 iOd X 1 1/2" FASTENER WAIL STUD - (12) 1 FASTENER. INTO FLOOR JO ANDSUP48AT BEAM SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BWALLSTUD - ° BOLT CONNECTIONS CONNECTION , . F FLOOR.FRAMtN� 1 . RESISTING LATERAL & SHEAR LOADS X TO WARF019T,PEAM. 1 _1 JACK , - YE PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) STUDS '( 'kAMRE) BOTTOM PLAL C,,gNNECTION OF wA4L SH i ,THING D9 � � — BAND JOIST ' + TO STUDS AROLIND'WINDOW HEADER 1 -1 r FIOQF sHFanNG To 1/2"AN BOLTS 5/6"ANCHOR BOLTS (EXAMPLE) TRUSS TOP�PLATE. TWq MEM(pFi,�1 F,ILOE?R SU{P,p1jgT'i ,fvt` FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED I PILE COIN cT,101 V�A�/IAL,L TO FL,pOR fI"jFigMlNd ,I (MPH) (MPH) $1lSON�j��TTdA{P AMITTi ' i ,111 90 100 110 120 SO 100, 110 T120 DOUB( ,pNNEO TOP PLATE - t WALL STUDS .SIMt'gC9N�LTTP44b""I"RbP',(T XTo ORT ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR SOLT MAXIM ANCHOR BOLT !' METAL Ht'.IgFiICNVE ` d CONNECTION - SUPPORTING EDGE NAIL SPACING SPACING (IN) $PACING (IN.) ti OONNEE'.TOR 1�� - ' I SILL PLATE TO FOUNDATION` i •T C7'IQN (317 WALL � (CRAWL SPACE OR BASEMENT) 2 STORIES ALLY 23 36 WALL LE, y 'I; ' - TRUgg�$BRACING I SHF�7TING �• -M�'I.-E3 (MTS42) 3° 19 28 .i WALL PLATE TO FOUNDATION` 1-3 STORIES TRUSSAFigFTEfi CON-NIrCTION OF TOP To TOP'pLATE D8 — CSLAB-ON-GRADE) 6° 36 gt (RPS4) ALL,._ ST U CONNECTOR UPLIFT LOAD D L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) N'R L TI �OR�� S = CONNECTOR SHEAR LOAD (PERALLEL TO THE WALL)-STRAP 'SHEATHIN OW ^ ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4, RIDGE W TH (113) 10d X Y 1/2,FASTENER (3) 2"X 10" OI III CONNECTION OF WALL. ' ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). SEAM (STRAP REQUIRED'FOR 1S"JOIST WIPIDOW 1 III SHEATHING N WINDOW ' ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C. (731 PLF) BUILT � t/ DEPTH OR MEMBSRS WITH $FOP HEADER � �q 'I, (07818)O STUD OF 7/12 OR GRE(aYER). 'I HEADER EO q '' IN ACCORDANCE WITH RECTION 3.4,4. I S ' ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF B" O.C. (421 PLF) BUILT I NNEG77pN OF WALL !bd O IN ACCORDANCE WITH SECTION 3.4.4. 10tl NAILS OR I 0I EATEC'n TO 2"X g"STUDS OSI Q 1811 SINKERS I STUD TO BAND JOIST 3" OlC.VERTICAL (CS16) 2" X 10" R.q. 4"O.C. HORIZONTAL ? I HEADER ANCHORAGE II * cc SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS � ' (L Ate) S STRONG-WALL I RESISTING UPLIFT BHEARWALL CONNECTION OF WALL SHEATHING (TypiCALAT ` I . GOIVh"JECTIQN OFRIGDE D2 `� s�9�FQFNE��O� EACH pORNER) . 1 E3EAM To ROOF R°4FTE TO WINDOW H'EA ER Al -1 o PRESCRIPTIVE DESIGN TABLE 3.28 ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST&PAPER ASSOCIATION) ^ A 1 –1 (EXAMPLE) H H (EXAMPLE) 1/2'1 ANCHOR BOLTS 5/6"ANCHOR BOLTS PRE-ATTACHED —' -- ZZ PRDV. 11 7/8" BOX BEAM UID , PHDB WITH SILLR,LAY I F (MPH) (MPH) FASTEST-MILE WIND SPEED FASTSSY-MILE WIND SPEED ((12y S 1/4 X 3 EOUNpq NS, if7 FASERS P tE F�1lERS G h01aF 90 lob 110 120 9D 100 110 120 (HpSlLBPS) Si' BILL PLAr TO 1 $CRffW ROUGH I e (�pp�qpL { (q44 IN �lfTH N 'r FQUNDAON -. F'L.iLN4F1 CIC ' !• ANCHOR BOLT FOUNDATION SUPPORTING; MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT gg LL,, TT��� � CCBEFP)) I b:76'S!39.I�NL _I CONNECTION SPACING (IN.) SPACING ON,) 'FDUNDRTfpNO PppOV. F ING ., I _ ,T4 �T 1 U$INd USP BEARING AY PLATE FASTENERS (TYt?:ALL LOCATIONS) - - LL SILL PLATE TO FOUNDATION' MSPS/LBPS) FASTENER - 1 (CRAWL SPACE OR BASEMENT) 1.3 STORIES 72 T2 7Z 72 72 72 72 72 METAL- .moi r WALL PLATE TO FOUNDATION 7-3 STORIES 1 -1 \ �= „ Al —1 lul -_ 1I'7 2005 (SLAB-ON-GRADE) 40 33 28 25 67 42 38 32 - 1 4AIS I TC3 HErAp, f3 wJ I, F � � � 6EXAMl'DL w - - 3 � � Z D n D m x ZO N tQN � W x N 71x_72�ZTF_fI04=- -3_=T_34 x /4"_LI%�._A/10 -- a n �," �AIfiTt.+�-rinnR-s1�', 30=0, 47A,RX4— 4aR-�A9 7` G" ? T m Ix x 4 Al I a o e W o 0 Z Z ry �� � I h a _ -- --FRC7NT_-�LEII,4TLZ37�7---- ------- - I r v AUG 2 � - y N aLnG nC^T Tl1N' I r u IUTH OLD -- DClN1JATlON _-PCiV a I II W W2 hhJ 'amu u 3 u u u a a D m o m i I QJ W In �pF NEW y /2 IL 3 �"' {g/ --A3PfHALT.-3�71NGGL'3'- — pAaF�g�O '� CW9 Y a } It In G o \ ¢ W o r _ . s���px_PLYl✓40�-- - - Y/NYL S777- - ---L-J03T/N6 � - - ---- - - - --s�CT/Oiv- o I i ' STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION ---- '---- WINDOW AND DOOR SCHEDULE SYMBOL MODEL NO. WINDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE REO'D DESIGN DESIGN PRESSURE OPENING AREA W IN D A REA ZONE PRESSURE RATING MULTIPLE SECTION ASSEMBLY:1/4" fJ Tib/24 32 23041,345 HUNG 3•/ 5.5¢ / 4 25. THICK BOLTS TOC _ V v W ._.... I. __._ . _ _____ ___ _ ' ALL WINDOWS�TO BE�ANDER3EN�NIGH PERFORMANCE OR �APPRGVEQ EUUAL��� �� �� � � "�"' ��� ' - "�"'- "-`�"" "' _ _"" "' "' """"""""" , _ . , I.-;, it n CA LCIILATIO NS FOR WINDOWS BASED UPON EXPOS URE_B _�_� ­_'_-'� _-� GRADE KIT. SII COEFFICIENT 7.0 VV ITH 720 mph BASIC WIND SPEED. AS PER ---' -"'- E - MEETS HY STATE_EGRESS REQUIREMENTS,._ m TABLE_R 901 2(2j_HEW YIDRK STATE BUILD LOIN- CODE. -----_ --�- - - ---' ' "-"--"'-"_"'F OR_HABITABL,E,SPACE.__ - _--�__-_,_-- --,--.----- N —� - _- , . __. ..� ---. ,` -._, - CUSTOM GRILLES - SEE ELEVATIONS O II WALL OPII(ENINGS INCLUDIINO WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEA BLE 6!E' WOOD STRUCTURAL PANELS - It W ITN MAXIMUM OF S'=o'91PAN. FAS TENERS FOR SPAN.S UP TO 0'-D' S.7H.A2LL-BE-2—1/2--# E-W-OO-D--S'C- R-E-W'-S' AT IO. O%CFASTENERSFORSPANS .2 V) V ALL NAkkoL ------y - INDOWS MUST USE: 112-HE GHT SILL STOP(OR STOOL] AND_THE ADOITIO N-OF_'A_1%2_X314_DP UPGRADE SILLSTO P. (SILL STO 06�TO TAL A W \ ._. 71/4 7 NEIGHT AND REQUIRE THE INSTALLATION OF A SPE'6iKL SASH LIFfINCLUDEDT ITH OP UP�ADE SILL STIP KIT.).-T _ J I K� ri ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, AN_ Y MULLED UNITS MUST MEET OR EXCEED _ __ _ __ 1.5 TIMES THE DESIGN PRESSURE REQUD REQUIRED ANMUST TRANS FER LOADS TO THE ROUGHOPENINGS USSTRATE. ALL EXTERIOR - --.. ._.__-. ._ .. _- - *N- - - ­F ­ - --ff--- _._._ ._ _.._-- _.- . _ _. REFER TO SECTION R 10SM E 709E TEST.REQUIREMENTS-AS PER, NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE_, ', GLAZING MUST MEET AS 01 4 FOR ALTERNATNE OPENING PROTECTION - I- O0 N a o Z LU SHUTTER ASSEMBLY � N.T.A FOR PANEL SPANS:Os4'-0'WIDE SPAN TABLE 1000.1A 23W APA SPAN-RATED 40124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4� USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. _ LABEL ACCORDING TO LOCATION. J e � � ASSEMBLY: i w m SC ATTACHING STRUCTURAL PANEL FASTEN TO BUILDING w!00x3"(wl WASHERS)OALVINI2ED OR sFo ,( m STAINLESS STEEL WOOD SCREW®36"O.C.OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 010 TEE NUTS ATTACHED TO BLDG.w/010x 1 Y,"(W WASHERS)MACHINE BOLT Q 12.O.C. WHERE �ARY SNUTIUMNG VIBRATION RESISTANT HAIVIG A STUCCO,RY MUM WITHDRAWL CAPACITY OF 400 Db. SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS:4.4Y OR WIDER SPAN W (� LU SPECIFICATIONS AND ASSEMBLY IDENTICAL TO Oc 4'4P SPAN. ir-"II W NOTE ADDITIONS: U 2x4 STRONG49ACKS Q 212 OC (g Z ASSEMBLY: It PREASSEMBLE PLYWOOD 702x4'6:/10x3'(W/WASHERS)GALVINIZED OR STAIN WOOD STEEL / o ' WOOD SCREW@12"O.C. O �( o ALTERNATIVE FOR OPENING PROTECTION ZQ WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF INIV AND MAXIMUM PANEL SPAN OF S'-0" / .,( W SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS A , O SMALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. /1 = (REFER TO SECTION 1600.1A AND 181MALS AND TABLE 1e06.1.4) TABLE 1603.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING INCHES ^ //� EFASTENERE PANEL SPAN•2'SPA a PANEL SPA< N-V S'PA a W-W� SPAN<4'.0" SPAN a S'A" BPxx.e•-a•D SORSWB to 10 12D SCREWS 1e /B 1S iZ N A.THIS TABLE IB BASED ON A MAXIMUM WIND SPEED D SECOND OUST)OF 130 MPH AND MEAN ROOF HEIGHT OF 33W"OR LESS B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL, IYJ N C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO.THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL i CAPACITY OF 420 LBO. I a GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES NAILING SCHEDULE 1.The Information on this set of construction documents is to relate basic design 1.All wails,2x4 and 2x8,to be stud grade or better 18"o/c. All other framing material TABLE 3.1, INCLUDING 3.3 AND 3.9 Intent and framing details. They are Intended as a construction aid,not a substitute 10 be a2 douglas fir or better. 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCDON MANUAL for generally accepted good building practice and compliance with ctererd New York state building codes. The general comractor is responsible for providing standard 2.All woad framing In contact with concrete or masonry to be pressure treated. h JOINT DESCRIPTION NAIL DUALITY NAR SPACING construction details and procedures to ensure a professionally finished,sbucturelly sound,and weatherproof completed product. 3. Provide double fiocrjelsb under all walls parallel b fiocrJoist span direction unless ROOF FRAMINGotherwise specified. O 2.General Contractor to coordinate all sub contractors,scheduling of work,and RAFTER TO TOP PLATE TOE NAILED a'47 WALL: 4.d PER RAFTER N Interaction between trades. 4.Provide f-bracing or solid blocking at a maximum of 8'-0"c/o kr all dimensional tD'-0^waLL:441d PER RAFTER CEILING JOIST TO TOP PLATE TOE NAILED B'-0'WALL:3-0tl PER JOIST � � lumber Boo Josts 10'-V WALL:441d PER JOIST 3.The general contractor Is responsible for ensuring that all Work and construction CEILING JOIST TD PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP U Z W meets or exceeds current federal,state,and local codes,ordinances and regulations, S.Floor construction:''/"tongue and groove plywood subfioor. Finished material to be CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP Q > Q atc. These codes are to be considered as part of the specifications for this building applied over .sub600r. Glue and screw plywood decking to Bocrjoists. COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3A PER TIE and should be adhered to even If they are In vadance with the plan. BLOCKING TO RAFTER TOE NAILED 2.8d EACH END 6.All window and door headers t0 be minimum(2)2x10 unless otherwise specified. RM BOARD TO RAFTER END NAILED 2-15d EACH END Z 4.Dimensions shall take precedent over scale drawings(do not weak drawings). All Interior headers to be(2)2x10 unless otherwise specifiedLd . �I WALL FRAMING ¢ ¢ Fw- 5.The designer has not been engaged for construction supervision and assumes no 7.Provide full solid blocking under all bearing wells. TOP PLATE TO TOP PLATE FACE NAILED 2-16d • PER FOOT U Q y responsibility for Construction,techniqtingues, with these plane,nor mrspounns,o for safety TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS-EACH SIDE q rn q rq construction means,methods,techniques,sequences,or procedures,or for eatery 8.All beams to have adequate bearing at each anti or as specified. STUD TO STUD FACE NAILED zIN 24"OIC precautions and programs in connection with the Work. There are n0 warranties for a HEADER 70 HEADER FACE NAILED 16d PER OIC ALONG EDGES STUD-- specific use expressed or implied In the use of these plans. 9.All Bush beam and joist intersections to have galvanized hangers. TDP DR BOTTOM PLATE ro STUD END NAILED 2.16d PER 2XB STUD N 3.184 PER 27®STUD � 4-16d PER 2XB SND 6.Refer to floor plams,exterior elevations,and window schedule for types and sizes of 10.Typical exterior walls and roof to be sheathed with IN exterior grade plywood or BOTTOM PLATE TO FLOOR JOIST, � windows. All windows to be Andersen high perbrmance quality or approved equal. 7/16"OSB plywood,group 1.APA rated. Plywood to span over all plates and BANDJOIST, END JOIST,OR BLOCKING FACE NAILED 2-18d •- PER FOOT headers. V Z 7.Door and window headers to align unless otherwise noted. FLOOR FRAMING 11.Provide Insulation baffles ayes"vents between rafters. JOISTTO SILL,TOP PLATE,OR GIRDER TOE HALED 4-0d PER JOIST Q (� 6.General contractor Is t0 ensure that masonry and prefabricated fireplace BRIDGING TO JOIST TOE NALED 2-0d EACH END Q UJ Construction meek or exceeds all manufacturer's specifications and applicable codes. 12.Exterior flashing to be correctly Installed at all connections between roofs,welts, BLOCKING TD JOIST TOE NAILED 240 EACH END Chimneys,projections,and penetrations as required by approved construction BLOCKING 70 SILL OR TOP PLATE ME NAILED 3.16d EACH BLOCK Q W LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST 9.General contractor 10 consult and coordinate with the owner and the plana for all prectices. h JOIST ON LEDGER TO BEAM TOE NAILED 3-ed PER JOISTPq bulk In items such as bookcases,shelving,pantry,closets,eta. Q Q 13.General contractor t0 provide adequate 81110 ventilation and roof vents. BAND JDISTTO JOIST ENO NAILED 3.18d PER JOIST 7) 10.Provide hardwired smoke detectors,With battery backup,on all floors and In each BAND JOISTTD SILL OR TOP PLATE TOE NAILED 2.16d PER FOOT bedroom,verify with local code requirements as per Section R317,New York State 14.Provide appmpdate soffit ventilation at overhangs. ROOF SHEATHING Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTES STRUCTURAL PANELS 4'PERIMETER EDGE ZONE-16"OIC-W AI PANEL EDGES AND AT INTERMEDIATE SUPPORTS IN THE GENERAL FOUNDATION NOTES 1.Plumbing subcontractor to be responsible for adhering to all applicable code and So PANEL FIELD f- OD INTERIOR ZONE-18'OIC-8'AT PANEL EDGES AND 12' 1- safety requirements. so AT INTERMEDNIE SUPPORTS N THE PANEL FIELD O p 1.General contractor to review plana,elevations,and details to determine Intended EL heights of finished Snorts)above typical grade. 2.If wall plates or joists are cut during the Installation of plumbing fixWres or UU equipment provide bracing to fie flaming back together. FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'47 W 2.All bOting6 ta Riot on undisturbed bit. PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. W GENERAL HVAC SYSTEM NOTES COLING SHEATHINGO 3.Provide 14"expansion joint material between all concrete slabs and abutting GYPSUM WALLBOARD W COOLERS 7'EDGE/10"FIELD concrete or masonry walls occurring In exterior or unheated Interforareas. 1.Mechanical subcontractor Is responsible for adhering to all applicable codes and o safely RgUirememts. WALL SHEATHING Q Z 4.Concrete on 4"Sand or gravel BII minimum,with 6x8-10110 wire mesh reinforcing. STRUCTURAL PANELS Rd 4'EOGE ZONE-is"OIC-8^AT PANEL EDGES AND 12' O O Interior slabs t0 be placed on 6 rml.stabilized polyethylene vapor barrier. 2.HVAC subcontractor to fully coordinate all system date and requirements win the AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD equipment supplier. Sri INTERIOR ZONE-16"OIC-8"AT PANEL EDGES AND 12" Z r- 5.Provide crawl space ventilation per local Cade requirements. AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 3.HVAC subcontractor to provide final system layout drawing and submit It to general FIBERBOARD PANELS Tile" 6d 3"EDGE/W FIELD 6.General contractor to Install cop-r-tex(or capper)sheet metal termite shields contractor,owner,and equipment supplier for final review,and approval. 25132" ad 3"EDGE/6"FIELD between all wood surfaces that are exposed to Concrete or masonry surfaces. GYPSUM WALLBOARD 5d COOLERS T"EDGE 110"FIELD NEW CODE ad 4'EDGE ZONE-16.0/C-W AT PANEL EDGES AND 12" 7. Dampproof exterior of foundation with a bltarnimous coating as per code and soli HARDBOARD AT INTERMEDIATE SUPPORTS M THE PANEL FIELD conditions. GENERAL WIND PROTECTION CONNECTION NOTES so INTERIOR ZONE-18'O/C-6"AT PANEL EDGES AND 12" Adapted from Standard for Hurricane Resistant Residential Construction;SSTD 10.09 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD and 1995 SBC High Wind Edition Wood Flims Construction GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction PANELS FLOOR UAL PANG NELS-1'OR LESS Bd e'EDGE 112'FIELD 1.Dimensions shall take precedent over scale drawings(do not stele drawings). 1.A continuous load path between lootings,foundations walls,floors,sleds and roof 4-4' framing shall be provided. T 2.AN Interior walla to be covered with SS"gypsum board with metal comer reinbroing. TABLE 3A TABLE 3.7 1995 SBC HIGH WIND EDmON WOOD 1995 SBC HIGH WIND EDITION WOOD FRAME �wAAII,,���, Tape,Soat and send(3 coats). 2.Approved Connectors,anchors and other fastening devices not Included in the FRAME CONSTRUCTION MANUAL CONSTRUCTION MANUAL /E OF NEW y � � Standard Building Cade,Table 2306.1 shall be installed In accordance with LLI RAFTER SPACING i6'OIC RAFTER SPACING 18"OIC f'�PSEaC. . r G9.1- F- 3.Walls common t0 garage and house to have a layer of 518",fire rated gypsum board menufaclurers recommendations. 120 mph FASTEST WINDSPEED // i Z at garage aide with 5'-0"return on adjacent mile and telling. Manufactured lumber P ROOF PITCH ROOF SPAN „' CTM r W requires 2 layers of 518",fire rated gypsum board. 3.Metal plate,connectom,screws,bogs,and nails exposed directly to71 the weather or 12 2D 28 38 (� subject to soft corrosion In costal areas,shall be stainless steel Or hot dipped ROOF ROOF NUMBER W V, 3:12 5 6 14 1 4.All bath and toilet area walls and callings adjacent to wet areas to have water galvanized. PITCH SPAN(R) OF NAILS 4:12 4 8 at III Z 4:12 12 3 5:12 3 5 7 9 `•"p 0322G4h X07 a. resistant gypsum board,or wall Nle set on wondedwem or equal. A t 4.Where windows and doom interrupt woad structural panel sheathing and aiding, 16 4 7:12 3 4 5 8 9pFESS10 ►'~/ O DESIGN LOAD CALCULATIONS framing anchors or Connectors shall be provided at the top and bottom of cripple 20 24 6 9:72 3 3 4 5 -� studs,header studs,and at least one surd at each side of opening. 28 7 12:12 3 3 3F 4 ( l) LL O MINIMUM UNIFORMLY DISTRIBUTED WE LOADS gbap where collar 32 8 1 EXTERIOR BALCONIES so 5. Ridge straps shall be aftached ta each pair of opposing re11eR except 36 flea of 1x6 or 2x41umber is located In upper third of attic space and attach to each pair 5:12 12 3W ("'� DECKS 40 of rafters. rq ATTICS WITHOUT STORAGE 30 6.Uplift connectors shall be provided at each rafter bearing. 16 4 0 20 4 ATTICS WITH STORAGE 40 /^f��� O_ ROOMS (OTHER THAN SLEEPING ROOMS) 40 7. Floor to floor hole-downs to be provided every 48,and every 16"within 4'of exterior 28 8 LI SLEEPING ROOMS 30 corners. 32 7 sgITHOLD BUILDING DEP-AffmeNT CRITERIA 36 7 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. CRITERIA FOR CALCULATION OF DEAD LOAD a.Sill Plate b Foundation Anchorage: Sill plate shall be anchored to the foundation 8:12 12 3 USE DWELLING UNIT-SECTION 310-310.2 I A WE A with anchor bolts having a min.bolt diameter of 518"and 3"x 3"x 1/8"washers. A -16-3 2 HEIGHT NIA ARCHITECTURAL GRAPHIC STANDARDS minimum of one anchor bolt shall be provided within 6 to 12 Inches of each end of 20 4 FIRE AREA SQ.FT. DECKAREA each plate. Anchor bolts shall have a minimum embedment of 7Inches In concrete/ -24-5 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION masonry foundations. Anchor bolts shall be located within 12 Inches of Comers and at 2e 5 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-7995 HIGH WIND EDITION WFCM SNOW spacing not exceeding 4 feet on center. 32 6 5 FRAMING ELEMENTS SEE DECK PLANS AND SECTIONS GROUND SNOW LOAD 451b6. 38 7 sOESIGN LOAD CALCULATIONS PAGE 7:1212:12 12 2 7 WINDOW AND DOOR SCHEDULE WA 78 3 S LOAD PATH SEE SECTION PAGE i N SEISMIC THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT 9 HAILING SCHEDULE PAGE 2 DESIGN CATEGORY B SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE 70 BE CONSIDERED AS 20 4 70 EGRESS N/A n GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 2a 5 11 PLUMBING RISER DIAGRAM WA b n WIND GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 32 5 131TRUSS DESIGN 1z FIRE PROTECTION WA a N WIND SPEED 120 mph 36 8 NA 14 ENERGY CALCULATIONS owsOS NIA W p w LL EOFOSURE CATEGORY B o_ i i RIDGE RAFTER USP RS250AT21 4� LL �RAFTER/RI DGE/RAFTER..T RAFTER KING STUDS a ¢ r b A PR RIDGE RAFTER STUD N RAFTER USP RT16 OR(2)R77 a TOP PLA TOP PLATE HEADER USP RS250 AT 21 USP RT3 LL 0 USP RT20 USP RS250 AT IS' �. USP LS OR TMU ES WALL STUD WALL STUD USP 85250 AT 17 CONNECTION USP PRODUCT NUMBERW ♦, JACK STUDS A RAFTERADDGEIRAFIER WRH CT• RS250 21•iA W v RAF7ER0iIDGE/RAFTER WIIFiOUTCT RS25021"+LSSHI79I(1 B RAFTERR'LAWSTUD 8120 R1 Q RAFTERPLATE RT1S a )RW Z F Al RAFTER/RIDGE/RAFTER wo cr PLATETSTUD RS250 lir \RAFTER/PLATE/STUD �RAFTER/PLATE PLATE/STUD C HEADERSTUD R73 C HEADER/STUD HEADERMACK HEADEPWACKSTUD RS25D 1r D FLOOR TO FLOOR KLFTA a RS250 36' w E STUDIPLATEBSl RS2S0 3r Q. G STUDIPIATE RS250 10' O PLATFJSILL MPSF d n F ANCHOR BOLTSS7BiB Z V' W G POSTANCHOR FOR DECKS PAU SERIES LU co POSTANCHOR FOR COVERED PORCHES CBE SERIES 0 t0 1)E_OR2YA-IWWOOLLARTE!imii...l_ _.. .. ..;..____ .. .. . Q } o Oa, o z r M to FF POST USP CBE P.C.FOOTING 2ND.FLOOR WALL STUD 2ND.FLOOR WALL STUD 1ST.FLOOR WALL SND 1ST.FLOOR WALL STUD 2ND.FLOOR PLATE 2ND.FLOOR PLATE // ^^^^ `` r1 F RIM BOARD SUBFLOOR /POST ANCHOR FOR COVERED PORCHES r~'� Z RIM BOARD 1ST.FLOOR PLATE RIM BOARD SUBFLOOR 1ST•FLOOR PLATE W USP KLFTA USP RS250 AT 38' SUBFLOOR () USP RSM AT 38' USP RS250 AT 15' Z 1ST.FLOOR TOP PLATES IST.FLOOR TOP PLATES RIM BOARD RIM BOARD +i^�1t��fF N` ,"o.p'�, a O DOUBLE SILL PLATE DOUBLE SILL PLATE POST i q. O USP MPSF ,.„ ; 1� Ly IST FLOOR WALL STUD 'rtS, a L� IST FLOOR WALL STUD FOUNDATION WALL .• FOUNDATION WALL • • ': :• - ���' �L..II Z •� , s, `' ^ •�• ..,J. .`.. USP PAU 0322 LU r, Q P • � .'• • `'.'• P.C.FOOTING '•:� `\ FESSIR F~ P \FLOOR TO FLOOR Lu__ \FLOOR TO FLOOR t"�`ESTUD/PLATE/SILLE STUD/PLATE PLATE/SILL G POST ANCHORS FOR DECKS N n o N U1 z z H w z W = J vi a