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HomeMy WebLinkAbout43411-Z zr.n2.� Town of Southold 5/24/2019 N. P.O.Box 1179 4 53095 Main Rd dy�as �a� Southold,New York 11971 "w CERTIFICATE OF OCCUPANCY No: 40409 Date: 5/24/2019 THIS CERTIFIES that the building FARM STAND Location of Property: 2355 Main Bayview Rd., Southold SCTM#: 473889 Sec/Block/Lot: 78.-1-10.23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated " 1/9/2019 pursuant to which Building Permit No. 43411 dated 1/22/2019 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: FARMSTAND AS APPLIED FOR The certificate is issued to Old Town Farm LLC The of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED uth ed Signature �SUFEo��cp TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43411 Date: 1/22/2019 Permission is hereby granted to: Old Town Farm LLC The 7930 Indian Neck Ln PO BOX 1 Peconic, NY 11958 To: construct a farm stand as applied for. At premises located at: 2355 Main Bayview Rd., Southold SCTM # 473889 Sec/Block/Lot# 78.-1-10.23 Pursuant to application dated 1/9/2019 and approved by the Building Inspector. To expire on 7/23/2020. Fees: FARM BUILDING -NEW $150.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $200.00 Buildingnspector 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 1%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 and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 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: V�__d�� /V /LV//ftitiv House No. �f Street , Hamlet Owner or Owners of Property: E d ,/ - wwL4 � '`' " Suffolk County Tax Map No 1000, Section 7�7 1 Block ® l Lot G® Subdivision aa I Filed Map. Lot: Permit No. J 1 Date of Permit. Applicant. Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: v (check one) Fee Submitted: $ N�I5V M� plicant Signature l �pF so * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�'' 765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRA�MIN_G /STRAPPING [ ] FINAL [ ] . FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f Vim S, �v DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS r �}d FOUNDATION (IST) • �H -------------------------------------- - 'FOUNDATION (2ND) oil o clo o� u �1 ROUGH FRAMING& PLUMBING H e o vJ INSULATION PER N.Y-. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS ' m 3i H ' O H d •H 1 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 ' TEL: (631) 765-1802 Planning Board 'approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 �'v F= Single&Separate ® Q7 Truss Identification Form TD - Storm-Water Assessment Form �_ JAN - 9 219 Contact: Approved ,20 l r Mail to: Disapproved a/c TOWN Old'SO Phone:����(.�� Expiration ,20 nd Builiector r4 , APPLICATION FOR BUILDING PERMIT Date �� , 20 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,ho T ing code, and regulatio s,and to admit authorized inspectors on premises and in building for necessary inspections. f 7 V (Si n ture of applicant or name,if a corporation)' ,SD l ddl " f pphcl '� State whether applicant,is owner, , age,#t, archi ect`� n er,_general contractor, electrician,plumber or builder Name of owner of premises ° 1// 'SCI QIA 16I, o F(�I' l LLC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title ofcorpicer), Builders License No. Plumbers License No. Electricians License No. 3 Other Trade's License No. 1. Location of land on which proposed work will be done: SO 0 House Number Street �J Hamlet County Tax Map No. 1000 Sectiony 00 Block � Lot r Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and i ended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy `�� �h 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �C��f 00 �'� �'e'e�r�'P`s rr���-,,„� .,�,,,, Lit" ,11,11—AIT-60(paisd on filing this application) s 5. If dwelling, number of dwelling unit . ; mber of dwelling umtskon ach floor If garage, number of cars Zi ((QQ� i t u 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 53 7. Dimensions of existing structures, if any: Front ' : .,'% ar 7 Depth ; Height Number of Stories _y Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of ept�' elnew construction: Front G/ Rear 6—Depth Height l Number of Stories 9. Size of lot: Front �� f� Rear / U Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Doves proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOf7`�-Will excess fill be removed from premises? YES NO 14. Names,of Owner of premises &-1p-z! Address ��II L /VP rZ WX hone No. (43')7 Name of Architect Address Phone No Name of Contractor AdressFOr 14h23 Phone No. JI 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,�ZEQUIRED. 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.' 18. Are there any covenants and restrictions with respect to this property? * YES NO IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS)" ���i'�� being duly sworn, deposes and says that(s)he is the applicant �"bse (Naive of individual signing contract) above named, (S)He is the (Contractor, gent, 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. Sworn to before me t ' ' day of 611110eLl 20Iq JIOIJV — Notary Publi TRACEY L. DWYER Signature of Applican I(OTARy PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2u a0rL- r Nunemaker, Amanda From: Dart's Tree Farm <dartfarm@optonline.net> Sent: Sunday,January 20, 2019 8:22 PM To: Nunemaker,Amanda Subject: Farmstand building permit Hello Amanda, Depending on the season, at our new farmstand on Main Bayview Rd we intend to sell such items as Christmas trees, home made Christmas wreaths and floral decorations,`container-grown and balled nursery stock, cut flowers and plants, garden vegetables, produce, fruits and berries, preserves, eggs, firewood and related items. Sincerely, Ed Dart i APPRO ED AS NOTED DATE: B.P.# 3 „ Y FEE: eO BY: RETAIN STORM WATER RUNOFF , NOTIFY BUILDING DEPARTMENT AT PURSUANT TO CHAPTER 236 765-1802 8 AM TO G PM FOR THE FOLLOWING INSPECTIONS: OF THE TOWN CODE. I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. _. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEN YORK STATE. NOT RESPONSIBLE FOR ` D®�®T PROCEED WITH FRAMING UNTIL SURVEY DESIGN OR CONSTRUCTION ERRORS. ;OF FOUNDATION LOCATION HAS SEEN APPROVED. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF �SOLIT BA MHA NING B RD S�#8t�8�ES N. . . OCCUPANCY OR USE IS UNLAWPI-"- WITHOUT CERTIF OF OCCUPANCY J J� C/Seq Q v O° 4X30` 00" ppLO • �4.3e%�/ ��• �s•253 �, �� pT �h Z• 330 [pT • ((� Q •`C / '�. / �' 332.0,y 00 GRAN ♦ w X --- --- - ^O ° AO J ° ,� ,y FLOoo v w A) .0 �' z • •Otorfay ONE, 44 9 � / 00 Nips °�P tia. Q � •oto i' CP TEST HOLE ¢� S622s• v t i c%j (V . 01 e• DLoomrown CRzF X5.09 0' FSrA 3 O O . Brown Loamy 322 9 , Sand SCDHS Ref.# RIO-00-0273 ® 3 I 2.5 Pale-Brown Fine SEP TIC SYSTEM to Cgerse sand MEASUREMENTS Cl) 3.5 ,A, ,B, 3848 6 M / M Water in Pate LP#1 14'6 13816, ' Brown Flne l0 23 • Coarse Sand 10' MAP OF PROPERTY AT BA YV/EW AREA = 17.463 acreTOWN :` CO OF SOUThIOL® , N. Y. - SUFFOLK COUNTY N. Y. ANY ALTERATION OR ADDITION TO SURVEY IS A VIOLATION 'OOO — 78 — O1 — 10.23 M OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 1 EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTirl"TIONS FLOOD ZONE LINES FROM FIRM SCALE 1" = 100' <- `' hEREON ARE V,ALD FOR THIS MAP AND COPIES THEREOF ONLY F # 36103CO166 G MAY 4 1998 t�. l'_ , SAND MAP OR COPIES BEAR THE ANPRESSED SEAL OF THE SURVEYOR •' AUCs. 2:�• 2000 ''�; ,�.;,,,-�' WHOSE SIGNATURE APPEARS IiEREOK NOV. 2l, 2000,(reylslon 1 `" {' ADDITIONALLY TO COMPLY *7TH SAID LAW THE TERM 'ALTERED BY' JULY 211 2001 L( FLOOD ZONES) PECONIC-SURVEYORS, P.C. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OUTLINE COARSES AND DISTANCE TOPGRAPHICAL INFORMATION JUNE 27 2002 ( ro well loc. 1 (631) 765 - 5020 FAX (631) 765 - 1797 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS 7NSPECTED'AND AND TEST HOLE DATA TA FROM SET OFF MAP OF PROPERTY SURVEYED prop. P. O. BOX 909 'BROUGHT - TO - DATE'ARE NOT IN COMPLIANCE WITH THE LAW, FOR ALICE DART July 2, 2002 ( rop well Ica ion) 1230 TRAVELER STREET M,4R. 24, 2003 ( bldg. u9C J r SOUTHOLD, N.Y. 11971 ' Dec. 4, 2003 (final) 00 - 228 Q \� C/ER,q A� ,� s '4• /a1U� TCN 1 6 , -1j'i9 2OQ0`E F !mss . . .; _..• ^ids; �Q• ��� �� °O,' S, O�t�' O / r 3870✓ 152S3Or�. Q� ��T 1 80, 91 88'E w ?¢ 330 01, `OT ?3 N. 2.03• o Az 00D .o 0 GRANG4 ,� w ��O AD v R4 0 (p uwr z e y FLOOp ZONE E N , A� 9 ss�'ire BGpN� _V r a \ 0-7 y ZZOW o )Pe11. .... o�P• � 1 O • 72.5930* O JP. M TEST HOLE 4r 56226' ' r z p � 01 Dark Brown CR�`C� IV �5.0g3 ► c ' - , O 49. Loam FST q rEs •Brown Loamy 32283 Sand SCDHS Ref.# RIO-00-0273 38 I AFF 3� 2.5 Palo"Brown Flne SEPTIC SYSTEM CO to Cgerse sand MEASUREMENTS M,dp 3s 3.5 A* B 3848 '6" Wafer In Palo ST 14'6' 26 Brown Flne to LP#1 23'6 Coarse Sand /0' MAP OF PROPERTY AT BA YV/EW - AREA = 17.463 acres TOWN OF SOUTHOLD N. Y. ��NEI,, , SUFFOLK COUNTY, N. Y. 1000 - 78 - 01 - 1023 ANY ALTERATION OR ADD/TION TO SURVEY IS A VIOLATION � .;- •,•,;y;"-.;, ;:• � OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONSFLOOD ZONE LINES FROM FIRM SCALE 1" _ 100' :x HEREON ARE VALD FOR TENS MAP AND COPIES THEREOF ONLY F # 36/03C0/66 G MAY 4, 1998 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AUG. 23,� 2000 , WHOSE SIGNATURE APPEARS HEREON. NOV. 21, 2000.(revlslon J MAY 15, 20/9 (FARIGJSTAND LOCATION)ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY' JULY 2/ 2001' ( FLOOD ZONES) P NIC:SURV , P.C. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OUTLINE COARSES AND DISTANCE TOPGRAPH/CAL INFORMATION JUNE 27,. 2002 ( ro wel/ loc. 1 (63/1••765 5020 FAX (631) 765 - 1797 OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS 'INSPECTED'AND AND TEST HOLE DATA FROM SET OFF MAP OF PROPERTY SURVEYED prop. P. O. BOX 909 BROUGHT - TO - DATE'ARE NOT IN COMPLIANCE WITH THE LAW. FOR ALrCE DARTJuly 2, 2002 ( rop well lgcalion) 1230 TRAVELER STREET MAR. 24, 200 ( bldg. u c 1 SOUTHOLD, N.Y. 11971 Dec. 4, 2003 (final) 00 - 228, 7 sem`' G+RFtcD Q CGL '�i��'.`r kp _ t"fulwizz NTOWTr•4250. . OF til ROo OOE / SOU/ 4 QZD O �Z 107- /80 3B/0,/ .�0 � 1 2$30• Q 1 33001, s� 107- ?3 �O �� �O ' I / r i t Tg•$T30V 332 03, .r — ZOOD C/N q� fess �Q _ p�Ehoi� _----------- /o --_ _ - --- ----' Q E AA,, 00 ROApkcb O `•e•� F[OOD ON LIN / V iq V \ 9 sr t'rc B4 \\ )/ l 9 �� SLFEpy N 4`n m �� �� -✓� OLL04, Q .gg99, kepi loll it ao- ART o �•� ,- � ,/ I V 1 I y1 W O � o• p TEST HOLE ¢/ $6226• � � ; r � - � . K'EST 4p � l► r � , Dark Brown C/Q� N. T$•0930` ► s A_ _ Loam s ES V - O . Brown Loamy ESTA T 322 e3, Sand SCDHS Ref.# RIO-00-0273 ® l 2.5 Pale"Brown Flne SEPTIC SYSTEM to Cgerse-SandCp — - ------ ---- -- - - -------- --------- -- ------- - - - -- --- ---- - ------------------ ---- - MENTS----- ---- ------ - - --- - --- 3.5 A' *B* g8 ST 14'6' 266" Water In Pole LP#1 386" Brown Fine to 2 - Coarse Sand /O' MAP OF PROPERTY AT BA YVIEW �4 AREA = 17,463 acres TOWN OF SOUTHOLD , NY . �., .. 1000 i SUFFOLK COUNTY, 3 N. Y. ' {`; :.'. y ANY ALTERATION OR ADDITION TO SURVEY IS A VIOLATION " .Yy OF SECT/ON 7209 OF THE NEW YORK STATE EDUCATION LAW. - 78 - 01 - 10.2 EXCEPT AS PER SECTION 7209 - SUBDMSION 2. ALL CERTIFIC47IONS FLOOD ZONE LINES FROM FIRM SCALE 1" = 100' FlEREON ARE VALV FOR THIS MAP AND COPIES THEREOF ONLY IF # 36103CO166 G MAY 4, 1998 SAND MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AUG. 23, 2000 WHOSE SIGNATURE APPEARS HERE014 NO V. 21, 2000,(revIsion ) MAY 15 20/9 (FARIUSTAND LOCATION) ADD/TIONALLY TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY' - JULY 2/ 2001 ( FLOOD ZONES) MAY 2�, 2019 (revision) P NIC SUR V Y , P.C. MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OUTLINE COARSES AND DISTANCE TOPGRAPHICAL INFORMATION JUNE 27,. 2002 ( ro well loc. ) (631) 765 - 5020 FAX (631) 765 - 1797 OF ANOTHER SURVEYORS MAP. TERMS SUCH AS 'INSPECTED'AND AND TEST HOLE DATA FROM SET OFF MAP OF PROPERTY SURVEYED p p' P. 0. BOX 909 BROUGHT - TO - DATE'ARE NOT pv COMPLIANCE WITH THE LAW. FOR ALICE DART Julyy 2, 2002 ( rop well lgcaflon) 1230 TRAVELER STREET MAR. 24, 200 ( b/dg. u c SOUTHOLD, N.Y. 11971 • Dec. 4, 2003 (final) nn - 9!gR N -.-.. LoZ p„ .X u CONSTRUCTION DETAILS & 1MND LOAD PATH CONNECTION DETAILS WIND RESIST..aNT CONSTRUCTION CONNECTORS } .00 o CONNECTION LOCA.'lQN: PART NUMBER: ----NOTES: ° 0606 RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS w N RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER. -� APPLY TO EACH RAFTER NOTCHED RAFTER RAFTER-TO-PLATE RT15 c w USE WITH SPTH4 CONNECTOR w RAFTER RIDGE PLATE-TO-WALL .•STUD SPTH4 APPLY TO EACH WALL MU o� • RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EA FALL 21D � HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STI CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOYM; ANCHOR ADS5 APPLY TO EACH SIDEWA - EIi 1ST. FLOOR-UNDER-Sc lL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL 'LATE E® .Al _ TO RAFTER USE NTH 3" SQUA W ERS Uo� ►FOLLoyfM OR 0"�D MP WTAL CONMCroass v REMPW a ..� 103 AUATM RISTRUCTIM To ACH1.0-0A UPUcT LM CAPAM. PRMDr.: 112'SPACING .► RAFTER EETWEEN THE END STUD ANdHM BOLT.MCC- � V AND T!'E 2 OTWER STUDS FOR ALLOWING OXT w � MY � RAFTER CONNIECT CORNER STUD V . •� I INSTAL.UITK?�1 , • TO TRANSFER SHEAR �u gJ1T�1ol�T ! I slow MOC TOP PLATE TOP PLATE • • ' CODON NAMLFASTEN WlTH S 6'O.C. M KATL TO IM mmmoftwomm2mZ vOC WALL STUD % r .%me _M WALL STUD SIDEWALL EN�DWALL t w , N NVLMMOR �, tV Al ITER TO 1!�/�Lt.STUD �CT10IV ���r�� c ►FR c'ON 1 ' t 2ND. FLOOR WALL STUD _ M 2ND. FLOOR PLATE •••• SUBFLOORCRIPPLE STUD t.d0 WOOD J013T RIM BOARD HEADER BLOCKING WOOD JOIST ; 1 ST. FLOOR TOP PLATESJACK$ tODS GIRDERMEADER W00D GIRM VMOD JwT 1ST FLOOR WALL STUD _ mwm" . - --— i. 1 ST. FLOOR WALL STUD oolN 1 ST. FLOOR PLATE ` z SURFLOOR SU GM 7 WALL STUD WALL STUD RPA BOARD '� / ' TE OA TE SH BOTTOM PLATE 901 PLATE BATHTUB SUB FLOOR DOL E SILL PLATE 1 DBL.SU PLATES DOUBLE JOIST DOUBLE JOIST _ (TO OVERLAP JOIWS) - �• FOUNDATIONWALL 1 `♦ f 1 1 FOUMIMTION WALL Ink / ', DOUBLE JOIST FOR � �� 1ST FLOO�3TO � - r.' 684 ri�� t1J Ln PLAN CONTENTS: GENERAL NOTES wiNDFRAIVIiNGNOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1}RK*&TO-RAFIERA LY: BUILDING USE LLIN 1-1Wx20gouge etraP"bea dtoaochp&drat^sin a=rdYvm bW33.4. BUILDING HEIGHT Wtmn a coeortis Is used In lou da rWp stap."nunbmrd 10d conrrion r9ft mq&3d TOTAL SO. FT. OF CONSTRUCTION ': a- In each ed ocare nndMnim8dhntolI .CONSTRUCTION NOTES: PRESCRIPTIVE AS PER 2016 UNIFORM CODES SUPPLIMENT AND 2�RAFTER-TO-WALL DESIGN CRITERIA 2015 ICC WOOD FRAME CONSTRUCTION MANUAL � �� 0 so 1).The Inlbmhrah wl8hkh fhb sd d oandrur'tort doctrrhenb it reieted b base design �� � OQ kfttendUarnipdetokTheyorekdodedsaaaonstruclonekl.notasubetliuls �h�►r0� �o � burp 9baln FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES tar goneraly aooepled good' 1,111 hg praotoe apd oompft with anent New York a000ndsrhos b lebb&&W mn a rafter or toed do not tdIn Bht w!dh tt*bokw r€ltsr: EXT. BALCONIES 40 I V-4 Slsbe btddrg codas.The t3ensal Oonlrecior t moponsbbs for prwtdrhg dorderd a brasses she be afaadhod b ft wall by plate and the wet bP pleb b@ tslb�heod b .C ow*ucft dMdle and prooedtxa b Snare a Wont Wm*lh id ed,ehucturally b tlhe well stud wfih upelt oorrhecBCrhs Roo>ie av@:fhan�g the rhe d the br`dksg DECKS 4 0 I * C elha be oarheabd with upM ocnrheoft In eacordenoe with table 3.3c. ATTICS w/o STORAGE 10 W .� N sardandaweatfherprootoorttFrlebdpodrxt ATTICS w/ STORAGE 2(} 2).The General Conbactor is aepdhsibls for arhnahg that d work and corr6tr tion 3}.WALLTO-WALL ASSEMBLY: DESIGN •+� nhesbCurterdisdnel.aleAsr �a bd codes.adko and .do, Well elude above and dada below afoor bvel shat be a9ieched with�con eciione ih DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 25 Q v M These codan b abe eaheldered separt d twepodkollow forfhY budding and 0000rdonoe w0 table 3.3b YA w well studs above do not it in In s wN h Studs b@bw,the (LIVE LOADS P S F) ROOMS (OTHER THAN SLEEPING) 40 C QL �p duclasholbtdlacladbsconhma►rntonba IntheBooraeerniblywilhup0connealonh should bt odhei b even t inv!erim welh the plan. ROOMS (SLEEPING) 30 accordance vA!h table 3.3. -Q STAIRS 40 J7 (000 T CAsFhsltaio 1pr000dert 4).WALL ASSt�LYTOFOUNDATI(ft GUARDRAILS ANY IRCCTION 200 i (DO NOT SCALE DRAwVIN(38). FrrdR wd suds shall be I b the*uxb don,alt pkhts,or bottom pasts with LO R 41The hoe nd boon m----I for ooneinidion supwviolon and own"no oomoolom.8wel Strap eleN have o mi ineam enbedmord d 7 indre h coronae EXPOSURE CATAG OR Y V) noon, pr�oonebur/Inco=--.,pwlhton oho,nor responalftfor lbtndoft and elabaFgrade.151ndhSeInmosonryblock btndeflohs.orlapped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION ? J� conhitdon amens,nrrsthads,bdW*pAW,ssquwasa,or prooadues,or for"MY go P� healed In rMth Wk M.When steel are WW under ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE l� Pte»and fpm In aont.otlon w1hthe tutork.The are nor wenarhtss iof a hx>nom plow 3 inch equw wiehsa!sho l be uad wrh the and or bob.Anchor boli NAILING SCHEDULE SEE GENERAL NOTE PAGE epedtc use expsaed or qN. h the use d three plana. ,fpr lwhllbs a�reapacad b.twhw,e- 21indhosb r ore•a dpAft i EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 3 V-4 4 Rehr In ftWihdowarid Door edndulatrwftkrMw*V• FIRE PROTECTION Sofa S}.TYPEIIXTERtMSIIIF RWALLCONNECT101ft SMOKE & CO2 DETECTORS � SEE FLOOR PLANS 8}.Thr t WWW CW&Scfar r lac o Wa 8*trhescaWy or preibaaciad f i�spMoss I srdsrlor stow wells with a nhihtrern d7/16 khch wood ehurweel penal on the axlhubr ar naaefe menubka epaoNloeBam Sid applabN taxies. aEisdhed yhr 8d oarrnon rain d 8„o.G at the penal edges and l2•o c ih laths bald,and TRUSS DE IGN N/ A - STAN ARD STICK FRAME CONSTRUCTION 7)•The Gww Oonimcbr leb coned wilh f»owner fora f bt"be 1/2 ihch gypsum wftoerd on the irOmkx atbedmd wth 5d cooler r&%at r o.a at panel ENERGY CALCULATIONS RESCHECK 4.6.3 man such as boohcaasn,Shelving,pantry.Cle I'm Minns.Sir, edea and 1(•o.G h the blain slW be b a000r darhos wish ft langti aqua:srrh�spocIsd In two 3.15&b. 8).Wind bad 11 E)MRM ry � sT 3.1rgsee�W°°dF»tBna" nr ,i5, 14s�,a1s3) FOUNDATION NOTES: TIa w1cr eWedfteq 164 To General ConlrocU old Mum 10 1910W 131111111118,41104411110M largl'h ad$hsMnhertt facers h table 3.18. Number of Nember d dditwfdno l dended hol hlo lintel tioo*) M"Pte•defds and rants b 7).INTatioR sHEARwAu ooNNEcnoNs: Joi*tt Desai Conxrton Nab Box Na!'s g .40 9.14 shell be pon, bbe ho when ROOF NNAILING2AcO b rrrd ratan okrbed(Vk*)sol.Aonrned Iheertg 3000Pdi idodor dworweft are uad.8heofty and conneclim aooa*anoe wtah ). l w 3}Provide 1rr upw sin Jot mnteria!l between conciets stabs and Au tiny 2.4.42 and 2.24 reaped►• Rafter b Top Plate(Toe-n kd) 3-8d 3-8d per lufter d Conchae a masonry wells ooarihg In @)darer or"ntded Inlerbr aroes. 8j.CONNECTIONS AROUND EXMM WALL OPENNGS: Ce ng Jois#t0 Top Pleb(Toe-ttalled) 3-8d 3-8d pet joist .w 4}Any new aonhc>nMs well berg attached b exietirhg ohxhahw afruetire slhet Hoefte+dlar gkder eatnodone She!bs sttectad with ups con nedlano in exordance Cetng Joist to Paraldlel lir(Faroe-reran) 5-16d 5-16d each lap � U bade 3.5.WMWowr of plebe stxsl be have sisal oonrock rs in sooardoi wthtable CerrQ Joist Lepe Oyer Pmftbffi(FaOe-MK 5-16d 5-16d each lei be lrhabd wee t4 re-bar,18'tong at 1r oz-floe Spprowd epaop�for kxbe4eton 3 5. 5).UNas afherwte noted,d slabs an wade b to 2500 ps1-Conemb b be Corr Tie to lir(1`604118190onailed) 2-10d 2-10d each tie pard on 4 inch thick sand a gravel 12 with 6d wb;a mesh rokft kha Inbrkx Webs W om EDRAL C bound ASSEMBLY: Bdaddrtg to Radar(Toe rla>a2-8da�• wVthers a ridge t b be trsed ore a atrucdrrh:s beam.tfhs rat'der.nfw31 satttsr bs notched and 2-10d easclt es'8i ID be nenirern 342 inch flick. anchored on by of the been or dope eonneciors shall be Wkdwd b Sad)rollar4a4dIp Rh Board to Ram Wed 2-16d 3-16d each erA along the open colt part d the build p.oonnoctiene b flim ridp and wall rW be be WALL.FRAMING 8).Crawl epaahs b be grained nn'tr a nrrku'rnum 185QA•saoees opening.InudaN aro atbdhed with ache OWN�. 8x16 ad Iron fou c sib vent for every 150 sq.R.d ere. Top Plus b Top Rate(Face wed) 2-16d(1) 2-16d(1) per loot Rt DarnpprodWiNimofbuhmonwbbfern>kmuatxearrgsoperandlanR408of DECK AND COVERED PORCH NOTES: _ Top Plates at Irlbersecdons(Face-naffed) 4-18d 5-16d )off-each dde N.Y.S.Redderdlsl condnx)tlon Code.A e-rnl pdyethyie m tem shall be appltd over 1).Unlow otl>ervin nobd,d fi ofthp nufarfal b be*1 ACCT prem""ebd lures. Stud to Stud(Fwe-Wed) 2-18d 2-16d 24'or. the below Wade porbn of soft lot rrets prior b becki ng• AN faetioners,ihehnwes and ondore b be gdvftmd or atit etaht. Header Io Header(Face 4MW 16d 16d 16'O.c.along edgm 8}.Drainage as por ascWn R405 of N.Y,&Rssldendlal Conalrhxdon Cods. 2).Girders for deck joft b be tolled b Seo)pact will w23rare Wd nuts. FRAMING NOTES a an le ncrobwNh a I* xn X dim x led�,l anchored Top or Bot om PIe%b Slid(End Ndsd) 3.164 2-4W per sdld � anis oaxatle with a mihlenum 1/2"ore x T long snahcx bat wlCh wh�htrs and null. 1) Al twdV ledwiquss and,.we ds a peascrlpll dadgn d 2015 3).Poet suppor"gWd,rs ehd be anahrretl b e 1 M2•x12'tfhtck ctx azeie 1ooft r-ft Wood Rani Conel uallon A!hnual. use a nnhin i n itr dare x r long anchor boR vft wra w and nuts.FooUnp Sha hta2+BTR. be 3 tbelow grads.Concta0o Offs IQ be used vvtlt d portl�d©cYr with rook or pergkla.. 2).Unlw olhwwbe noted.d thanntg and st uckd wood.adu b bs Bottom Plab to Floor Joist,Bend JOlat,61d jolt or Blocldrlg(Faoe-N91ed) 2-18d(1,2) 2-16d(1,2) per foot Douglas Fir. ).Deck Joirb b have blr rkl d n o c. ).Floors,web.Collings and-aft b bo Speed st 16 Mhclhse Seer unbnr raMd FLOOR FRAMING 3 5).A mhtrrtrn d 10 Inch Raabhtrq nhnr be)Stepan between the txr�nhg and ledger. otmrvats. Ledger b be b ooned b bulling weh Wr ft bolts wilt washers and nulla Joist to S11,Top Plate or Gilder(Toe meted) 4-8d 4-10d per joist 0) NO wim needed. Bridging m Joist(Too-m%d) 2-8d 2-10d each end 4).Unlsu Cehnwlee holed,allbearing wol heat1 b b>o(T)2X10 02+BTR.Doug.Fir. +.�.. Bseri g wall hhee I b have(2)Jack Mode and(Z)bur lenge)sluee an each"doll 5).C raois pion;othll be a minim e•above grade. Mockirig to Joist(T ) 2-8d 2-10d eedt end openings LVL tweft s b have(3)Jack stub and(Z)full bnpth Studd on each alae Of Roddng to S1 or Top Plate(Toe•iial."ed) 3-16d 4-16d each block operriga Bewthg wsr wihdow art steel oto have(2)whdow sBplatin for 2x4 wall 4 Al Jalde b be supported wth hinges end anchors.Each Jold @he!l Sato be anchored openigs bwoma 41 and e'O and 2X8 wall cpnhings between 611 and 8'A.Provide fire to s>irdwa)• Ledger Strip to Bevan(Faxefidled) 3-16d 4-16d each joie and him dang where applicable. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist 8}Coveted Roofs dhd be nbtedand anchorft same rnerhnor era a typictl Band Joist to Joist(End�la� 3-16d 4-16d per joist ardaswat `u ly gelvMhraed h and e noon NOTES Band JoW to S11 or Top Plate(Toofiai ed) 2.164(1) 3.16d (1) perfoot 8 Double up floor joints oder rusk that run panshl b the Poor joist and under ba thL 1�N wafer supply,damage and vw tMg b be 1nst1led as per N.Y.S.Retk lerft ROOF SHEATHING b have comnnic the inheW, shall be va"W for proper bed copedty u Ives nobd Conetiucfon Code. SltftwM Pates(See Notas 4,5 arid 6) on fin, 2}.verity seplic oyd o n wth the BVNM sr for&ik&County 1se0t)Dgmt oni oWroveL Inb tarZone 8d 10d 6-edge/17'fidd 7).Provide bbddnplbrkidrg In lbor)cents at 8'0 ox..Use acid blocking In floor joistsw Perinle�br Zone 8d 8d 106'edge i 6'Reid under d boor" ak. 3}M well Muds,plan tor)sets we out out dukhg for any pkarhbing work, d provide adequelie bracing and Plain b probct and some ft druchn.verty with to Gni' a End Rake wit up b 1t Rake Over" 8 �inn A 11r,n bales d cave vent bdes wn raft InsW draft blockk a � ch coda and moniA n1e�n for mw*m n tole dtw and pw~.noodCEILING SHEATHINGHVAC SYSTEM NOTES g).Unto o6hwhtise ndd,all roofs and wells b have a nh*n rn Ur thick,4-*Fr 1)•Mecham wrhoonYacbr Is responethfo for adhesrktg b d&MIlubb eodso end ufty Gypsum Wadlboiird I 5d coolers 5d eoolets r edge 110-ftid Cox mderbrebew Ing grade piywood.M%vo i b oover over plate and headers requfrerthenb. WALLSHEATHING 1O�.Urhisss dharw4sa noMd ass 314'thick 1&1 PTs Flr a Adwrdsdh plywood sub600r 2).HVAC eubccrdMc6or t bhilly ooardlnz d qdn eats and mquhe with tta Sh ictlilal Patflads(See Noles 1,2,and 3) 8d 10d r edge/12-fW i adlhered aftth PL400 saflhselve and ao>ewed b Poor joins.l�nlebhed f bhx b be)staled � d over subcloor as par nunullochre's Nnlrudlorm 11).AN bsttrahm waft b have 1/2.Otiolk moielurwfooloWrt*wlrock.Garspe web and 3) and wrier f rirfor&W pn>alt asy��drtrminp tom!std h b!•h@ Gaahorol Welftm-t 5d coolers 5d OOOIaf>s T ed��10`fit 1ohave r9vAor streMock waft loand aw1urnocallDhave 5V tick Taped and fli del d�dt>er P�d lxaAdNhp FLOOR SHEATHNG ELECTRICAL NOTES. 12).All rodwkh a pitch loss 4han 4:12 shall be Mheta!lad wkh an loe&Waller barrier or 1).Al eWdAcd to be hclalled as per N.Y.S.Redierfftl Oonebvfrxh Cade. StiucturBl Pats appnasd equal,tact rods shol be appltd veil)a Fbwgln boss sheet wNh an EPDM 1'or leas 8d 10d 8'edge 112fWd - toreh down type in lend over. 2).All decMleal work shd be approved by a qustIlod unadw*vltsr. 13).AN aft plain and wood inContac wlh oonrcaie b be p wan treated Sri pFaSss b 3).ihmtl Snake l l l-',s and carbon Monctdfe dsbcbr,lbrmVrd t o s par sac8on R31 T (1)Na>N regalement are based on wall sheahN naled r on-center at the penes edge. Allerrtt>lb nasi V schedules dA be irWm td wth a team all gasket and eo"W bmhlla shield or approved equal. d N.Y.S.Reside M Coneftucdon code. be used where wad stmdfling neft Is reduced. For example,If well ahe5thirtg i8 nailed 3 indtes ortoenter at the pet nel edge to obtain higher sheer cma low r dkv requirements for struderai members:shatal be doubled,or atrnabe eonneclol shad be used to ma thin load parth. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2)Forwd aimed Ing weittttht 4 fed dthe comers,the lar toot Sedge zoite abtecxrlent mquirerrlents 1 be used. t (3)Tabulated 12 Inch o.c.rell spacing Mann wad sheat khktg Obched to stud i ff tp members With 0.42<G<o.49. Ground ger Wind Seismic weeemft Frost ane Termite Decay Winter ce Barrier Flood Hazards (4) For rod 6he #ft wlthtt 4 feet dthe pertrtdler edge d fhe roof,Including 4 feet On each tilde d the coolpe e k,the 4 foot Load Speed Depth Design Jnderiayment pedmebr zone a3itechmod mWhmeftbs sha!>il be used. Temp. 1equired (5)Ta>Ibuh bd 12 arch o.a nal spacing iilearm rod sf wttlktg ailbdted b rafter i truss ftmttg merrtbsxal with G>0.49.For 25 p>sl 140 mph B Sentare 361n. Moderate Slight to 15'F Ye!s irarrttlg members with 4.42<G<0.49,the rmil SPS&tg Steal be reduced b 6 notes o.c. to Heavy gats (8)Forwind speeds gieeler t w 130 mph,blocking Is requdbd welch tmndm shush bad to tklro addkloral rafts(3 mars In eclat). +�► (7)For exterior papas Oft,p%intald box MISS W be PerrrlRbed to be subetttbM far carmton nab. �C� N tf) t% WIND RESISTANT CONSTRUCTION CONNECTORS z DECK & PORCH CONSTRUCTION DETAILS 86 WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES v 4x4 POST TO FOOTING PAU44 OR W 4 w 1 . 1 " I A. x 7" LT n' u 6x6 POST TO FOOTING ANCHOR PAU66 OR WE66 PAU66: USE w MIN. I 2" DIA. x 7" ANCHOR B LT 44 POST TO GIRDER HEADER PBS44 PBSE44 KC44 USE ONE TYPE FOR EACH POST 100 6x6 POST TO GIRDER HEADER PBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST `W 0 POST/COLUMNIRDER/HEADER LSTA19TA 4 USE (2LFQR EACHPOST/COLUMN •� co RAFTER STAIR STRINGER CONNECTION TMLJ26 OR MPA1 USE ON EACH STRINGER a N RAFTER/JOIST TO HEADER TYDOWN RT15 —USE FOR EACH RAFTER LJJ 0 " USE ON EACH RAFTER. MPA1 USE ONLY p 0 M RAFTS RAFTER TO LEDGER BOARD TMU26 OR MPA1 WHERE TMU26 CAN NOT BE USED = d LEDGER USE FOLLOW fFLWNG MAONLUo CITUROES RECOM ND DR APPROVED USR INSTALLATIONNNSTRUCTIONSMETAL CONECTORS FORPTOPACHE!VE MAXIIMUMNUPLIFTS LOADT!OAPAC!TY. RIDGE a, HEADER Table 3.1 Nailing Schedule(Woad Framed Const action Manual 2015,Pages 149 and 193) V) RAFTER TNumber of Number of LO Joint Common Naas Bar Nails ; N ROOF NAILING Raper to Top Plies(foe wed) 3-8d 3-8d per rales TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION CeiNngJolstbTopPlate(Toe-mated) 3-8d 3-8dperlow Calling Joist to Parallel Rattler(Face-tilled) 5-16d 5-1Bd each lap Ceft Joist Laps Over Partitions(Face-nailed) 6-16d 5-16d each lap Color Tie to Rdw(To gmkd) 2-10d 2-10d per tie ! Blocldng to Ratter(Toe nailed) 2-8d 2.104 each and STAIR TR E A —� Rim Board ID RefW 12-16d 3-16d each and GIRDER/HEADS WALL FRAMING i 't4 RIM BOAR Top Plate to Tap Plata(Face Mailed) 2-16d(1) 2-16d(1) per loot P 0 S T Top Plates at h>tersedions(Face-Called) 4-16d 5-1ad Joists-each Side � POST/COLUMNSTRINGE SldtoStud� 2-16d 2.16d ZVoc. Header to Header(Face rioNodj 16d 10d 1s'o.c.along edge$ IV RIM /DECK J O I o Top4> or Bottom Plate b stud(End Nelms 3-16d 2.40d per stud 40 V ; 0 STRINGER TO DECK/PORCH CONNECTION i GIRDER/HEADER TO POST/COLUMN CONNECTION Bottom Plate to Floor Joist,Band Joistp End joist or Noddng(Face-fdeiled) 2-16d(1,2) 2-16d(1,2) per foot POST TO DECK/PORCH CONNECTION FLOOR FRAMING V Joist to SIN,Top Plate or Glider(Toe-nailed) 4-8d 4-10d per Joist Bridging to Joist(Toe-ndW) 2-8d 2-10d each and Bloddng to Joist(fo&Mled) 2-8d 2-10d each and Bloddng to SIN or Top Plate(Toe-nated) 3-16d 4.164 each black i Ledger Strip to Beam(Face-nailed) 3-16d 4-16d fact Joist Joist on Udger to Bean(To&Mled) 3-8d 3-10d perw ! GIRDER/HEAD:—R-- a Bind Joist to Joist(Eitd-nelied) 3-16d 4-16d per Joist I L Band Joist b SII or Top Plata(Toe-raled) 2-16d(1) 3-1ad (1) perfoot i GIRDER/HEADS o •� ROOF SHEATHING POST/COLUMN o JOIST InStructural (See Notes 4,5 and 6)terforZom 6d 10d s' a 12 t;etd POST/COLUMN Perimeter Edge zone sd 10d 6"edge/s'tinea Gable End Rake wlri upto 1'Rake Overhang 6d 10d 6'edge/6'field GIRDER/HEAD R CEILING SHEATHING j Gypsum W&Imr i 5d coolers 5d coolers 7'edge/10'tietd j WALL SWATHING I .� Stuct ural Panels(See Notes 1,2,and 3) 8d 10d s'edge/1Y field - i GIRDER/HEADER TO POST�COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION 5d coolers 5d coolers redge/10'tlold Gypsum Wallboard FLOOR SHEATHING Shctrral Panels 1'or less 8d 10d r edge 112'field I (1)Ndng reWhrnerrle are based on wall sheathing naiad r on-center at the panel edge. Alternate ne tg schedules shell be used where wall sh eathhg railing is reduced. Fore=",if wallsheathing le mailed 3 Itches on-center at the panel edge to obtain higher shear capacities,nailing requiremenis for structural members shall be doubled,or alternate conneclor s shat GIRDER ((22)For l load 4 tot of the comers, POST the four toot sage zone attacrnertt r+egWremerttA shill be used. I (3) Inch o.c.nail spacing wournes wall sheaftV attached lo stud Raft members wNh 0.42<0<0.49. ° p (4) For roof sheathing will*4 W of the perimeter edge of the roof,Ixf udltp 4 feet on each side of the roof peak,the 4 foot ! WOOD J O I S perimeter zone altachment requnrnents shell be used. ! > ", o (5)Tabulated 12 Ixct o.a net epeeN amrm root sheathing attached br�l�r/trm framing member$with G>0.49.For V GIRDER/HEADER flatting munbers with<0.42<G<0.49,the tall spacing shat be reduced to 6 Inches o.c. CONCRETE PIE >'v- 12"x 12"x 12" CONCRETE F O 0 T y, ^�"",>' (6)For wi d speeds greater than 130 mph,Woddng Is required which transfers shear load to two adrttlonei rafters(3 rafters In " `" WOOD D J O I S M For exiierior panel siding,galvanized box rata anal mitt be permitted to be m bstttjbd ler comon mnells. >' c" POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES: JOIST FRAMING FLUSH WITH GIRDER/HEADER Al m.Uriew al 1°"�M annolled'r"e1efa'° wft �odorsWto 01 °Im*W. ftelle`' ' �and andlors b be 9an+rra.a or eteitMaae war. GIRDER TO CONCRETE PIER CONNECTION 2}def br dB&M*b be balled or andwred beech pat or pierwtth woMw and nub. GUdaa cn aona ala Om Md be wWhored With proper$tad cmvmclom w dow CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA kftc =erawNhamt*nnirrdaxTto wdlortwrtwshwamandnAL 3�Pow w wft~shl ba anchonad b a 17k12'x17 etch concrars lhottlp Ground Snow Wind Seismic Weathering Frost Line Termite Decay Winter oe Barrier Flood Hazards Use a mk*mxn VZ-die x r loop erwhx bot wMh washws and mAL Foo&W Shat Load Speed Depth Design nderleyment be 3 tt bdow Oracle.Gkkn wwM mob Mw have t7 aa.concretr piers 1 below Dade. Temp. lNuIred 25 psf 140 mph B Severe 36 In. Moderate Slight to 15°F Yes 4}°«* b haw bbcidro at mo aa. � 3 / tD Heavy Moderats 5�A mtntrrm d 10 trch II■htip ohl bob him batvwMt the hA tp arrd leW. \ � Lodgm mt 1(r b be horned bldt bup wlh 1Ir did. ils baweh waM>ew and oafs _ �+ e}Co vft plea OW be a nillnu, e°ebm Oada. n AI lootsb be suppor 1 With hopers and widKxa Each Jolat Mat alio be 8nchaed ID Qkftffl. 4 Cowered Roots shall be ommTv*d wW succored the rime mama as a typtal txadlU j N L0 O� it iii' C-f-)x FL-,' L %0 te00 s 06 r<')1_f-D 411 � Fes=` + IC,i .. i MIN 0 . o� e 1211 D, = d 1� . + ) t ([�} dap �_ ce.-..��!UC) L I A1.•tL C) ��yy�'� Lo /ell it C 'P,•..YWc�c ID Lo € � i �-{��i_.'�..�"> �,�.{ I ISL U L I✓� _� I PT s." r^ ✓+ r t � rf�.�. ` y"ice'�;��'•t,i__.a�t."?' � ..-+i`'� X ! ` (�� �► iT-HIC (A) 4- Q-17 - Q-17 F 5- F:E�- f',.6A yJ OtaE, I LL , . 11 �f G - t \ _ 112 -- M ! - N W M —317.7 ui 1 -_---_ f V f�.� F. _h VA T I-_.. D jI R i ' \"'� y,t•^ �' Yah QrD f' r.lf..�;•�,� -.-,-<•- '` I ti , k I'. � , .. I � '�1=;� �.j I'_`� '"t�.,.y-� �^i j f t'T • � �� t� 'F � `� r. Y10 T- 12Y O 1 � ,wl i. LrVV i^IN f C.5fi4NTOI A I i� FSU t',i T�>i f I.Jd4_� II +p �'t hIT 0 84 "` ��� FLAW* -_ ` ` | i / i . � i | | / { \ . / ! � } � / ^ < � / , ' � . ' ' | | -- '- -- ' ' -- |-----'--'------- ------' ----' --- ------ ----'_-- � | \ � | ' i ' | ' \ | | / ---�- i LO ON cn cl tn cn tj IA LU � �z/tx^L~�� � ( LEVA 4 ' ` ( � | / . � � / ` | � � ! � | � . . ! ' | . / / ` ! � . � � '--' - - — ------- | -- —' -----'----�------------- � ! ` | ' | / )c� ^ ---- ���/ ]� \[�^��| z��� ' ! ----- � | �'__-_