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HomeMy WebLinkAbout31817-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31933 Date: 10/19/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 725 MARRATOOKA LA MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 115 Block 4 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 27, 2006 pursuant to which Building Permit No. 31817-Z dated FEBRUARY 27, 2006 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to RONALD L & MARIA J. CIANFROGNA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-011 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 12/18/03 04-2705 07/15/04 03/20/06 MICHAEL A. GENOVESE Authorized Signature Form No. 6 `" '' r t, TOWN OF SOUTHOLD BUILDING DEPARTMENT 2 O TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY l 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: I e 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% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a cediftcate 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 20 -ab New Construction: Old or Pre-existing Building: (check one) Location of Property: -7 ZS t rlatf akooKa (r ,p t4k House No. Street Hamlet Owner or Owners of Property:JJJ L Suffolk County Tax Map No 1000, Section Block 000`i Lot ooc Subdivision Filed Map, Lot: Permit No. 3 1% 1% Date of Permit. Applicant: Health Dept. Approval: _ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) i Fee Submitted: $ �- tui Applicant Si c��3►933 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. 31817 Z Permission is hereby granted to: for : Date FEBRUARY 27, 2006 RONALD L JR CIANFROGNA 725 MARRATOOKA LANE MATTITUCK,NY 11952 ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES BP 29742. at premises located at 725 MARRATOOKA LA MATTITUCK County Tax Map No. 473889 Section 115 Block 0004 Lot No. 006 pursuant to application dated FEBRUARY 27, 2006 and approved by the Building Inspector to expire on AUGUST 27, 2007. Fee $ 150.00 ORIGINAL Rev. 5/8/02 Town Hall, 53095 Main Road P.O.. Box 1179 Southold, New York 11971-0959 gUFF8(/rc0 e Gyp COD Z W • 'f oy�o! BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATIOIN Building Permit No. 3 I O r) Owner: (lOr� Acxc c. CIGtlogr)L (Please print Plumber: t c,hce� A - GenDvest (Please print) lead. Date: 3-2o 0G Fax (631) 765-9502 Telephone (631) 765-1502 I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this day of /yi us ,c._ , 20 d Public, County LEE STEVENS NOTARY PUBLIC, State of New York No, 52-9188575 Qualified in Suffolk County Term Expires Nov. 2006 JAMES J. DEERKOSKI, P.E. 260 Deer Drive C) C+ 6 Mattituck, N.Y. 11952 (631)298-7116 - Date: October 10, 2006 To: Town of Southold Building Dept. Re: Roof Vents Ron Cianfrogna 725 Marratooka La. Mattituck, NY 11952 Permit#31817 To Whom It May Concern: After an inspection was preformed on the above property, it is deemed that all roof vents are in working order, adequate for the areas being vented, and meet the required specifications of all state and local codes. Any other questions please call. •ely J. Deerkoski b��l oro __J Date: October 10, 2006 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Re: Plumbing Inspection Pressure Test Ron Cianfrogna 725 Marratooka La. Mattituck, NY 11952 Permit#31817 To Whom It May Concern: A Plumbing inspection was preformed on the above mentioned house, it is deemed that all work performed was completed to plans and meets all state and local codes. A Pressure test was also performed on the entire plumbing system. Any other questions please call. )eerkoski JAMES J. DEERKOSKI, P.E. 260 Deer Drive O 0(. _ Mattituck, N.Y. 11952 (631) 298-7116 1 To: Town of Southold Building Dept. Date: October 10, 2006 Re: Insulation Inspection Ron Cianfrogna 725 Marratooka La. Mattituck, NY 11952 Permit#31817 To Whom It May Concern: After an Insulation inspection was performed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. rkoski 6c4- Date: October 10, 2006 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 To: Town of Southold Building Dept. Re: Foundation Inspection Ron Cianfrogna 725 Marratooka La. Mattituck, NY 11952 Permit#31817 To Whom It May Concern: A Foundation inspection was preformed at the above-mentioned Deck footings. It is deemed that the deck footings were installed correctly, and meets all state and local building codes. Any other questions please call. 311 17z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING X,FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / b -� b INSPECTOR �.� J M-1802 BUILDING DEPT. INSPECTION zliF016NDATION 1 ST [ [ FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY ] ROUGH PLBG. ] INSULATION ] FINAL IL M-1802 BUILDING DEPT. INSPECTION [ "F NDATION 1ST [ [ FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE A CHIMNEY REMARKS: / "�� DATE ROUGH PLBG. ] INSULATION ] FINAL INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ , ] FO DATION IST [vfFOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL DATE fo INSPECTOR '` 765-1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ ROUGH PLBG. [ 7FRAMING NDATION 2ND [ ] INSULATION [ ] FINAL [ ] FIRE P CES CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: s DATE TI.* lI Oy:::�U INSPECTOR 765.1802 BUILDING DEPT. 1 NSPEC l [ 7OU NDATION 1 ST [ v]'ROUGH Pl.NDAT ND [ ] INSULATION-� [ ] FRAMIN [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 3[<6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL 4' d / 710 )A) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFE nn INSPECTION moi. i �. �' i ���-� W DATE 3-11 —0S INSPECTOR /'' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ' SOUTHOL•D, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. 1:11-7 2 Examined Q l , 20L Approved 417 20 2 Disapproved a/c _ Expiration API SEP 1 2 2003 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 3 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Contact: Mail to: /G ifXKL �U13r4 T6��r :Phone:_4�'--r/ &r /)Z s v 17X /q3 -33(—¢O3( 6Building Ins�%p�,C. TION FOR BUILDING PERMIT INSTRUCTIONS Date 20 a. This application MUST belewpktely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location 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 inspections42�t�(Signa of applicant o nam a corporation) -1;tS PIQr-A+ookA LAPP (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises [- O IO o Y11 Q q Marr bnf (As on the tax roll or If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. 2 pgq Electricians License No. 3 -3 F 9 Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section I I_c Block Subdivision Filed Ma N (Name) P Hamlet X Lot_ �p Lot } 2. State existing use and occupancy of premises and intended use and occupancy of proposed constWction: a. Existing use and occupancy S , „ 9 10 Fa t , I D w e b. Intended use and occupancy Si nq le Fon, , I iDu1 v I I 3. Nature of work (check which applicable): New Building Addition___V/ Alteration Repair Removal Demolition_ Other Work (Description) 4. Estimated Cost -15 10-7, Ooo , CO Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units i Number of dwelling units on each floor N A If garage, number of cars t', eoL 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 40 ` Rear y0 Depth Q-? 1 t O'1 Height Q ti 15 it Number of Stories 2 Dimensions of same structure with alterations or additions: Front 45' Rear LIS Depth 99 ' He, Height a4 � 5" Number of Stories 2 8. Dimensions of entire new construction: Front 3q, 4 ` Rear YY ` 44 `—Depth J Height 1 q 1 4', Number of Stories I 9. Size of lot: Front I O O ' Rear 1001 Depth 150 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO v/13. Will lot be re -graded? YES NO/ll Will excess fill be removed from premises? YES_ NO MAr,A 1 P.n'l a 14. Nam es of Owner o f premi ses C;AnirognA Address'a5 mArAicokA Ln Phone No. 834-864.2 Name of Architect N. Danns Er`.oL4 AddressgM ilyTi"v QK Phone No 331- wotiy Name of Contractor Ecs4ern E n3 � 'O�: Phone No. 463- wq7 rnairiesrna Address , _ f t n, 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 NOS/ * 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 ) M a N c, �, �,,,,%o G N R o,.,-1 A L, C ,Jco,N4 ,1r being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 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. Sworn to before me this -2k day of 01 All 20� Notary Pi lic TH011A8 d UHLN GER Nolay P bo. ate �tSbftd New r CILOVIed k, au" 00urity Comftmgan MO Pignatfire6f Applicant %�— �� Q PL UM BI NG, INC. Plumbing, Heating & Air Conditioning May 24, 2006 To whom it may concern: I, Michael Genovese, President of GenLaw Plumbing Inc., holding license number 32491 -MP have tested the gas lines for the stove and dryer for the owners of Ronald and Marie Cianfrogm who reside at -725 M&r(cAooY Lcjr. 1M,t-\4,jrlr in the Town of Southold at three pounds for one hour with no leaks detected. If you have any questions, please do not hesitate to contact me Thank you. Michael Genovese President 317 North Bicycle Path Selden, New York 11784 516/779-7324 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) 318r7 RV" -V e -d PERMIT NO. 29742 Z Date SEPTEMBER 17, 2003 Permission is hereby granted to: RONALD L JR CIANFROGNA 725 MARRATOOKA LANE MATTITUCK,NY 11952 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 725 MARRATOOKA LA MATTITUCK County Tax Map No. 473889 Section 115 Block 0004 Lot No. 006 pursuant to application dated SEPTEMBER 12, 2003 and approved by the Building Inspector to expire on MARCH 17, 2005. Fee $ 150.00 ORIGINAL Rev. 5/8/02 Z Q Y / "IS -88037 40"E. PRIVET. HEDGE ;711 EARTH OINYiw►Y 1150.00 i Area = 15000 s.f. 1- O O �\ \ o O w _! / \- t o 1 iPRIVET HEDGE N N. 88' 37'40" W. „IA 150.00' . o ow CONCRETE DLOM WALI1MAY ` now or formerly. Jdhn J. Miska, Jr. 9 Wrbdro Ann M is -kc location have aer::r.sxc,eab;'". - ?paM. other a8erices and fwxd k oe utis,actq. _ r fea l Of?as r ?beragl SUFFOLK COUNTY DEPARTMENT OF HEALTH SI 'I AN.FAARUAR VMH THE STANDAROs FOR APPROVAL AND a SETIAGE DEPOSAL SYSTEms FDR. SMIJ FAMLY RESCOKES ANa SET FORTH TMEN.AM ON THE PEMET TO COMS71OXT•' T Y y a APPLICANTS SIGNAIRIRi E APPLICANT: C' STREET ADOP935: i' STATE: o CITY: TELEPHNE OMumw o = 0 O -13 1[SURVEY FOR: EUGENE H. M1SKA At: MATTITUCK Town of: SI Suffolk County, New York Suff.-Co. Tax Map: 1000 115 Dw.aa . s.onm IRANCE TITLE NO. I /�-) o,�—pis—s/- / TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET j 2 VILLAGE DIST. —SUB. LOT ono. e . ,) FORMER OWI4R N,/� E . ACR. ti l �� 'O� G .)m r S W- TYPE OF BUILDING _ SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS - 7 6 6 700 3-700 q1100 3 v� S 93 BP�ar -cons r)ter,we 9100 11-700 3411917 �t• '".� 'Cs Ui �' h�Q 6 D �jf w ISG .ir, it 6aD DGY) liable FRONTAGE ON WATER 'oodlend FRONTAGE ON ROAD eadowkxW DEPTH xm Plat BULKHEAD vtal I 7 I A, d W a 2� J^ �o d e d e O W o0 d a J d ' w �w a O a o O 0 d N L,_I d. ^ .d N N O d " Z MAIN ROAD (N.YS. Rte. 25) F A S 88.37'40" E DIRT DRIVEWAY UNE OF SHRUBS 0 .j(.K OVERHEAD WIRES n SRP 0T K F ----500' — — -- CONCRETE DRIVEWAY FOUND BROKEN CONC. MON. N 88037'40" W LUL3 in V ry MARY K. KOLLAKowSKI 24.5' 28.6' WOOD STEP 0 �I el n N/0/F ELLEN JEAN HELD YI 150.00, "L 2 877 WOOD PENCE J�N,,,. z j O'S. OJ og . iC O �G6 O J O U; O LLn 33.1' DECK) — e �CESSPOOL 1 o F l / O 1 SEPTIC TANK L , CESSPOOL 00 PLANTER _ ,.YE oW000 P=O PLANTER L4'E FRAME GARAGE 150.00' I 4 SURVEY OF PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-115-04-06 SCALE 1"=20' NOVEMBER 13, 2003 MARCH 29, 2006 FINAL SURVEY FOR ADDITION AREA = 15,000.00 sq. ft. 0.344 ac. NOTES: 1. S.C.D.H.S. No. R10-03-0111 2. SEPTIC SYSTEM MEASUREMENTS PROVIDED BY OTHERS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSDTUDON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE N STANDARDS FOR MILE SURVE BY THE LI.A.LS. AND APPRO FOR SUCH USE BY THE NEW TITLE ASSOCIATION. Joseph Land MINIMUM N.Y.B.. Lid. No. eyor Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 23-467 :. Il SURVEY OF PROPERTY - MAIN ROAD SITUATED AT mrs. Aft MATTITUK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK: S.C. TAX No. 1000-115-04-06 8 SCALE 1 "=20' t'1 NOVEMBER 13, 2003 „ K N1 AREA = 15,000.00 sq. ft. gAtARY NQ 0.344 ac. S 37�. 4t1 - 4 A7 OWN IAN ♦ ♦ IAYjE oop NOTES, Q 1. S.C.D.H.S. No. R10-03-0111 p 2. SEPTIC SYSTEM MEASUREMENTS PROVIDED BY OTHERS. • t3 ♦ UJI 0 . _:� Q. _ r, t , i avnu ups `r0. eeoMPaa "v 1'l/l PREPAREO IN ACCOROWCE WITH THE x STANOAROS FOR TITLE.SUR`E15 ABY TW 5 E f'SiI..-• ':, ♦�sya• �„t •y .rw.t .Vr a- •e<S a i. > awn Wow SVCM USES Bt' 7HE K�SYATE LAND }y.t _ ♦ a L g 1� <*y,N ti.'•K L a a' `y�,`v w.. ..3 az TITLE ASSOMM. + i c*4 1 04 N.Y.S. Lic. No. 49668 Y ., _ _ ►1W31,40* *-�}{ /� ti,1. EFOW Y @e IN40faM ALIEVIRION OR ADD" \y - ' R 8'37'44" A T8 11� i,' IS A NSMA"N OF TPOY OF *lE NEW YORK STATE 54.00' Joseph kVegno ruex um $ Moo NOT Lid rveyor t OvIll, ME ('.QIIFlOA11pIFi mmmM N4lECM ViAll ft* Asa mm" WARE r* �""" TMe Surveys — Subdlviaoru - Site Plane - Construction Layout 6NpyN M PHONE (631)727-2090 Fox (631)727-1727 Off TS LOCATED AT AWLING A"ESS AIEr 6F mm OF WAY 0, Wm322 ROAIKM(E AVENUE P.O. Box 1931 z Wow AK NO X60, RIVERHM, Now York 11901 Riverhead, New York 11901-0965 23-467 . � ii -, " -, I,,� q5T , iia, "I il,l� - " �,,y . - I '- I I I -1. ,-I.- �,, ,. I ,��'ll I . I I - - I - 4, 'Ie' ""il-,"'I'� - 'W. - I - I' i..--,- " 11 �l ,,, -1, 1.11 , " , - , , - - , " � , ,,,J�,------,�u"' � -�ii,"i� , F - I ��- 1� � � 11 I .1 I -1 - I , , I I I I I I �, , � 7 I , � I �, � . -� : �,,. L� , A " , i � I 7 I 1 �i�, I -, 'P, - � , -�,,I, � I", - I I ii . . 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G.O.� I � ENDS OF EACH ROOF RAFTER , L- 4" -\ I I I TO NYS APPROVED V) 0 "'i I . � I ' I,- I I LATERAL LOAD, CALCULATION I ISYSTEM or C) �e .'< , . - � I I I I SEPTIC SYSTEM LLJ - cl I I Mi-W(wall ht. -3.375/12)-2)/8 M=1311 lbs/ft � 4- C.I. HOUSE TRAF�- U - � � I I � I ,�j , I I I INSTALL SIMPSON CS16 FLOOR TO FLOOR STRAPS I CONNECTING EACH FLOOR @-16"O.C. I � -<c ' . cj�- 11 � � z 0C �- w I I cj:� .� I I I I SEISMIC LOAD CALCULATION C -D , [---� :��;, SIESMIC= [Cl+((Lmcx/Lmin)-l)C2]l-min F L U ts� 51 N r.; R15ER 1:)Ar.—;RA�� ,�� ,__ I I , � I I SEISMIC = 882,0 LBS - 0 � I � 50ALE: N.T.S. �� lz�r I tt '1� I ;%Zj: � � � I .1 I I ., I ; I I I . � LO -, I I , - i� I , 11 , , I, .'r 11 I NCHO Sq. FIRE 5LOCKINS TO COVE R692,13 - "<( (N I - I - ., -�-'L�-�', I � . "I � I IiI�, i� , , , I , I i I I I I IO PROVIDE 5lb- X 10" LONG. 6AW.ANCHOR BOLTS 4�0- O.G. TO A R ALL I "Iffloor Design C�rit,orio .., - , , � I � ,�il'� �11- I �� 1. ' A0015 SILLS To �PdLetEp POVNOATIOND� ' � : � , 1, (AS "R�OODE�"*� I OF NEA YORK I Woo COUNCILS I r I j j%rAMlllJ0AN - I. F=A . 6 AT MINIMUM BEARING CAPACITY Or 2 40. Ae%)MW SOIL TO BE SAND OR GRAVEL, WITH MINI" TRACES OP DRY CLAY, WITH I . rIPWW iI 'MD '9:0 VIRGIN So" A MINIMUM BEARING CAPACITY OF 2 TONS / 50. FT, , moisture content) (3 �] � cStINEkAL 'N - 6T =E-= MANUt 4'2 �FAMILY VAlBrL 62XM or Groan 0 IqF6 maximum Mh �11' . � 12 .. ==5A MINF== = -Tr TO W 001.161L FIR NO.2 R BETTER i . 17 Dry or Notional Pa5lqn Spediftatlons for I ALL "000 FRAMING, INCLUDING JOISTS, BEAMS. POSTS, STUDS, ETC., AS FI 0 41, A" FOOTINGS WREST ON VIRGIN, UNDISTURBED SOIL. Alood Con NOS - 114111. I � , I . I THE F6LLCfMR&'RQTEB,A,Kr Typie,&4 , , I i I � I _ I _ , _ L I .t," - I L ,I � 1, ,,70, AlrTAC+IW,DWM14,S FOR I MLED, PABRI AND -� 4Z DESIGN LOADS ARE AS POLLOM PER SGUARE FOOT: .. � - ,, 11 � . r � I '� ' I . i 13. SMC�TUR&I- STEEIL TD, lk. ASTH A56. VatA ERECTED "37, AISC I InON LIMN iJ ,, ,, L'APPL" , I , � Extreme F I , I I , , L � , ' � '�'L - I I I � � , bar Strosalm Banding (Fb) U -v - : I I 1 14. PROVIDE METAL COMPEl"JASHINS OVER ALI. BNTEMOR A[KPOFS 4 DOORS, LQZ�ATION . I LIVE, "AD I , I 1. VRA^HGS,Aft,WT�T0. OE,06AIAV.U= Olgotzs�j , �%KAi,L4dHEd-K FIRE RATED 51n,310 Member* Ropotative use Factor Bending Stress ,I: " _ � I L , . . ,� � 15. ALL ARAde � 4 A�Ll- BE 45 MIN IF -r 4/560 1 1 .t I I 25 Ift OR OHIISSIONSL ,=� FOR INTERIOR LIVING ' t"TAW- IPGW I 11 G"il -C jc�r ROOMS OTHER 4011a. 101b. Member Fb (pot) 6? Pip (pal) Cr �,.!� - �INMOIQHS;AW IVOMS�A I jg., 0qNTllL04tQ* : &;6 � A I ' ,,LLi _ = �Ij , I � ., , I , DOOR r g4j"M . � ,FIWM MANS AM R=l , ]FIC = � � , =� , OR OF I -%W THAN SLEEPING � � 2x(l aI x,1.30,= 1105 x 1.15 . Flo (fol) ��� � I I , � ON * ''L _ TH A SELF CLOSING 12, -, TiII ,ATA , . , 'Al , 16. U91 . 10441,00 �I , It 1"W , - klWo, SLEEPING 501b. 101b. LI/560 ,� EQUAL Irl", 1.� ggMS414 GYP I � , ! 7 PC)R,"j,iE: I " mor'v� , AJ. AM"ATE AND 850 X 1.20 .1020 , jr . 1113 - fwjk ,� = BEER RMLLAND OVER I , - " I�, ,, , I 'L li5- 1 I: ... I ATTIC (NOR STORAGE) , 101b, sib: L/.740 1 -15 1 k �l , I , � , -, iqtiC� "It"M WWSAW� � � v ,_ yln� 2x& . L ,ANAKP=V�I QTMMMM=. I I � -1,1121 . , .1 �r -.-,- J ranvi.D� ! � : � I 2xio aw x 1.10 m 955 x 1.15 ;% 10 7s 1�lrlltlkc,hsft� I TQ-" , I 1FOW� I -I.' fpjwlllm I 0�, i � . i,':2, -l;C)Nt_KA,Q,1.,.;k, , I ,'SHALL�% AmoutAtiLYL BRACING Kij'�W$TANT GYP. OP. AND EXTERICIWORADE PLYADOD IN ALL ATTIC (STOR.AeW 2011b, ]OIb. L/240 2xI2 65O x 1.00 . 650 x 1.15 . q'78 I I I I 1. � If"I� � I I T� , I I .1w - 0� _TD,EXP SURE To WATER OR MOISTUW , _ - NTH FIN. r I I 11 _' � � ROOF ,FIL6) 45117, (SNOiV 1511v� � L/244 I I E'17� . I N04=11 ;w , I �, �I I � L ,- 11 AND, '.1 *A*Af"TRAMA6E,9� I!;CQ",AP5f5l I AREA'S L - - IIlb. Lilac I Horizontal 54aci, Stress . Pv x CH . J-10 psi I � I I � � �, � , , W ,TO, A�J4 tAAELE 60DIES. STANPAR 10, Y4000 Sit I A TO= 2 9 6 &KR5SVkE TREATED) AITR WWI PW 14� BOLTS W -O" O.G.010. ROOF (NO FIN. CEILS) 451b� 1,��� ,4RP � " ., ,7AM,, i ' , 11 ,. ,� ". AND , I , , I Mk�L I " , I , ,�� I , . - . , " - �� � I I 11, rl" T , � '1�'i ...... ,­, �,,�, I : 1-1� ALL 0" I, �,& " " I� I I , � � � r� I I � " TO BE WA0Pi*TED BY 4- X'41 POSTS ITYP), IJNLMS'OTWRWISE STATED. - I '': , I II I .1 t , �� �. ,,� . I � SNOK LOA115 A 9JNCTION or Modulus ol"ElostI5614 . 1.60E+Ob psi I -S' ALL" I I I IN 14'i �4�:tjj�jk L ' TRIMPERi AT ALL15TAIR'AND FLOOR OPENINGS AND UNDER ALL' ROOF PITCH. LEC EiE��P 'A HIGHER SNOW LOADS. � I , I 1 )57 L" � I �PW ,I = ,=Mp W K a , . I Ili 11 = i I � I 1, I . . - '6*14T W , K* 1 2a Pmw* M = WSIZ:f JMA HAVE RTZ67M INCREASED' A=TMOOPP I - � I I Z, � . i T% - , 1 S ItFi'ABLE PO 400011F T11110W INR PARALLEL TOAAM� � I I � L I �� � ,- � � . , , I'll . OA1,7U, L P*ERE Af 'PLIC I ! I � I ^to �i .$ .01 �1*7, B4jXl3livM I - --,)" "I , I -m- .11 THE VA4910105TRAIDE INSTITUTES 21.'8Wt0j" , _ROE�5 BgjDGjNi&,rMIN W -O"00. 45. 6LA55 IN 51DELITE-5 5HOYCR DOORS AW? 5LIDINO , &LASSi DOORS To 09 TEMPERED GLASS I EL I ,�,',JL, L ;rr A% 4TEI4440,U�l A 06,14NED11 �' L I I I 0 UNLESS Orte"Illf STATED. � 1 44. ELECTRICAL WORK TAP C40NFORM TO�Twg wICIRAL ELEC.TMO CODE AND ANY APPLICABLE Z) I -(A4 QW 5-4 ,,AT0, , , I CNi r� 2Z W; , jAq 2 1 f , Z � 1� " �: �' ,,��JIF�r;KJJS " - . I ,� - l � 3 41 11" X 51' OK110 &A, r ;� I , , I � ve'STATM. , 11 '. � i I � 1 25. , , - ,*A* I , I i LOCAL CODES. PROVIDIF'MINIMUM OF ONE Sp-� DETECTOR IN BEDROOM AREA. a K � I � � I , t )ST Ilk " L ' I � I , � , " � " I I 11, I 'm I I ,j2l 11 -iOTHO . , , !, I I ,i I 1 4� NO COR0Uif0,'Fqist%r , , , UMCW 'WI FIRE HAL.L0,0K FIRE 24� ALL , 0�11�0,014ALL 06 14EFT V BACK FROM CHIMNEY5.1 1 46. CONSTRUCTION TO CONFORM To ALL CODES HAVING 4Rl5VIc-TtON. I Q� ' . . ',lRE5TRioTIV!E PA W I NEt5 s , . Ete.i , � r� " , ''''_ I � 11 � � I 1 2�5.. 11 H I, ETC�., TD�. I L C4�11,115CTIONB, I I Q z ,2c� , I ?Mll k!!,, , i i � I W, WHPWR -50FLONIS � TIE' OR APPROVED EQUAL FOR FLUSH 5TRAr-TVRA I I � I iz C', , I - I" , Y#0 EveRvaputevisy Loa�L CODES Alill:� ORDINANCES ,r - 'ILo , 00 �L L , r DESILS ,Pf4EEP TNE Rr=OUIRMENTS OF THE Orm :;: I'v I 11 , , "i, � I . ES ,,, , , " ,� " ",r "': rL,L� 26. FOW� 11 S ,PW"VE 6' X� 6* ICIAO OA�-K^M� q,AR 6 MIL, POLYETHYLENE VAPOR 46. THESE PLA An NED TO MEET OR r Q � IV Irl 11 , 44j " = I I I !SAND , 'L I � - " IrOki�. STA I I I ,�,� =4 I I f TE-WILDINOWDE. K4ER OUILDINSIM ANY, -11)KI15VIOTION, L " ' 80NTF�,jORS BEING EITHER DIRECTLY OR 2'j., A6 L j ER41,11151. L - t .I- , " I . EITHER INSIDE OR OUTSIDE THE COPE, VARIATIONS MAY, BE REM)IREP. IT � : .;? , 1 1 ^4�'Vow � a e SHALL I I _ THE I � P = ,�,aw GRAVEL a 15 THE R4WON$BLIt" Or THE le-AWPURCHASER OR BUILDER TO VERIFY SUCH - .111� I �i: I � � �!�'�='�*' Q6 r- �q .;; 1 � a, . wrTte Plkl � � . I;Or -11 *�IONTKA,el"WANZVM am ,� 1,160 Td!BE fRO,VI9W,ArfH 2�45 RgiwOPzw Rom. � I _R IPW IN - � :D _-q � � I I rORM Eij� pk*K�UKDER TH PROy � 1, I � I � JSIOR5 or � li. I 6,l0QWiNW"AO ,"To THE , I 1. � %" � W5 - rI I _ � I I I , � "'p, "� I , ­� L � � - , I � I , , � 26, THE I �A" FOL)ROATION kA"o pa,C" GRADE (EXCEPT SLAB AREAS) SHALL BE I .. , , � 11 ,�� I I . 11 , � '1� I , I i, e I I v I STI O COAL �TAR.W I ReiWlRJvll!NTS WITH THE LOCAL CO=,OR ENFORCEMENT OFFIrER AND TO AMMEW U) . , I ' - I , . I I " I I' L', -RAG OF " �V)-�, 11 � - L sW 4, , L' " '" "' I 9%15B"SELF BITUMINOUS PLASTIC CEMENT. I � I I PI - T - jr, ,6 . 11 � I I I Iii I I - I 'liq I ljcTl I I I I I THE PROPOSED CONSTRLZTjDN ASrSO RBOU)IqW. . � z a- - ,I � �r I I d" . . - I I , 1. ,� w Wl;akj,Lrlr��BIF �11 �,� I'' I COX , T , . PROWTOZ0145TRUCTION AND PRIOR I , 211. � � 6. VLOM AWAY AND BLEND INTO ]EKISVII0, WINVITTONS. : z)�� I I z I ' �A VERIFIED O'K 4w, 9 , I � I 1. --� " � , ., I, . I'ATIC"�ONALLSIV AND SHALL BE 12" THICK -7. WORK TO BE IN50LATCO AS PER NEN YORK STATE Z I I , I , , I � PIER IMPOTINSS SHALL == ES I � I � 'AAR . � I I , 6, `-NO I I �� I I , iiIi�lyatw&401%4 POR *UPl!"SR*jko�TIOi,d4X, APMINIWl`R, 9w. �i AS," 1,11 ' I ': 15 i � r - � - � ATION OF � , W -OL C1,11511116,Y- CODES, 4 ALL HOT WATER PIPES AND' OUC,T 'n _A' ' L - � L I ,.: ,I I I .,L � � � 50. A , , ENERGY c-poe. � � 12 , � To ; ML 4 mus , , ,"', � - , v - ', �- "", . , �, ' A" ON 'Al! IN ACCiORDA AITH,THE MY BUILDING CODES, THE NY BUILDING - I I , I ..... " ' L �," I I �l ,,, .1 I 14 -� I L 51. 1 4b. A,FJOP. - ASOVE FINISHED FIRST FLOOR.' L I I I ' I I I I I �' , I woRdw. miNkkit.4 2�09 C,0NSllIR4r,TJ0N ,,, 1,�ATION-4C?pE. I I � t'&i ��� �� � - q., I� , 014ft , � IK� 0bi L TftT,r. , , , I I T* Rf jkERII#L I I I � " 4= ' 4VR 140 BE INDIVIDUALLY TRAPPED ANII)�VENTEO AS RZZIREP BY W CODE. 4q. ALL PLYWOOD 691!%�, STRLICTURALLY SHALL MEET THE PERFORMANCE STANDARDS � Is jIK , - W�� - , , v , , qiOoi; ztei,v,&�' AL -".--i I , � ,� 011092:M#W1 ILS A90,15WOOINITE1 i � 92., ALL.,, I ,� I- I I z I =Ia , &V I - Wit. _ RED � � , � I � , LOWER ' AW*O'AFI* � 4, 1 '0 A440'T* F ' ATJON KeTZE klEVESIGNED. I rrr I ,jELa I I,, C -C LOCAL COPE REMIK' - L 1�1�1 � , I - �We, = I , OUND . - 6AS-r� IRON PIPE I � , I - I VAIT14 ZMEN7$WTH APPROVAL JOINTS, PIPE I I AND ALL VTHER KMIR04ERM OF APPLICABLE U.S. COMMERCIAL STANDARDS I I � L I , , - ." �, , , I . _ I i " NDlybUAIL **LCON , 19 I IAL ON 05ble"N. WHICH' I 514141"TSAND., 11, -" I I " ,) . I FOR Tit 7�fft,'0111114t?e AND SPECIES OF PLYIlOOI> AND SHALL Be 50 IDENTIFIED I I L -ii46' -NC ; , Q- I I ' ; � i I �� _ I --- t 'ALEOI REQUIRE gzmoll��NDATI � I � Np,SHALL. 6 I I I 0 THE lt� :MAN PURCHASER I : � 55. Hi�ffii,;&,�Atp doCLjmGv&wat I -oMFLYASH"E,�TANDAiIWS. BY AN APPRDVVD1�s AOL Y. I 1. , I , , I I I I I I ' , L r I � � L I 1 t, I I � 151L T'r OF lw � MIBIT jA�rAgt, OER PE -j'. *E6DMMi . � L I I ��. LOC*TI6� i*bil§ , 0,4Vokl`104. I 06ENP 11 , I ft 50. CONTRACTOIlt 51, � , , IALL LOCAM� AKI� IDENTIFY ALL UNDER&ROUND UTILITIES PRIOR ; �, I i � I r, 1, '�� ; , , !1� � .i I ! � " I 55. THEloBoORA4. 4QNTRAbTDK* , , - A" kort ARKANISEMEK � rl ELO NOTICE. � ,,I . IIH15 PROJECT I I . 'r . li� . PER T6 1141TH I TO EXCAVATION. CONTACT ALL UtWTY OMPANIF5 IF R rATION 15 REOIA)IRED _d 11, ; - , � I I I , L 1. , I I ;�'''`', I � IVE ANSCHlN0TAL.L,,�0AE6UlRqpvPM RED, ANP/Oft REPAIRS,'I I I � ': L ,� THE O*WktO.#t4PPT�?ROVI0E ,L , I � : RE I DO I � I i I U11111114MINIM WWAM 4* � ; 1 L ; '" tow 00AS.HX,I!.,SP5CIFIrAllOW ALL � I I� I l=IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - NALL To I ADWM M TM KWIS k% I I I , L�, , �� 't.- 1, I , . I I � ;.I L' I j 11 I I'LA. ii� �-A BINN � �, AS.4li A I 11" ARICK ARE NOT St. y4v BORM DIEM I : � � i L , i � ., '' I � I I HEATI11,16., LAI - I•I ,,, ,` f��'- I - I . -1 I � I I � I � I .,I A'R,WWt?'0"R0, F. , 44ENT I S PROTE-TION: , BECONSTRUCTED OF � L I , I : � � � � 1� I i- ; I I , � � . I OnHeWAS4,SHom, YWESE,': I I VjCDO STRIP,TURAL PANELS KTH A,MINIMUM THCKNE56 OF 1116" AND A MAXIMUM � � I , � , : � I ' , , . I 11 , OF WS I 5- 1 � . , , I � , I r, . . . I I . , � �, I F� YiIATift WWILY SYSTIEK SHALL PAR OF 6 PEET SHALL Ee ftlIlMITTED, PANELS TO 5E PRECUT TO COVER THE I . I I , L 56. THF aigim"a 016POSAJ, &yBTeM AW F � 5, . � I � 11 AiIS.Rii"UIRED, By Tit W610OARp,bp HEALTH, �L ' : . ' 11 ; , N �. I � " i , - , � , I , , , - 1 � I :ip , , , I � ------- � , , � i 11 I 6LAZW OPENINGS INITH�ATTACHMENT HARDKARI! PROVIDED. OF � "k* I - I ; � � , � I � �.,I�, I", I sEN& OF CONCRETE I IL � , ", I , � -r I � �� �TA",'*4p , MiRt,,%". BrBCIp '� ' , r' � I'M:STI, TH I 9 ,I COPiqR10HT, �00- gewipovancN. Or1455 "NO, IN ANY I-OlkH 941THOUT THE HRITTEN I � I � I (I � � ! L , �'; I 11 1, I'll I -1.111 � IS-6�u6j.,yNewmANIS YNcTsrFtLwrcR � llf , I I ,�I,- ,� I I . I- � I � �l r !, � , , ' L f" I i,,,,. , , I �, . , I i� i , � I � I i. ,� , , , I � � , r, I IL . , , � v,?- � I , , , - i, � � , � I I'll, I'll - i TH X 16) C01,11SIENT DIP THEA I B417, I c.ONSijt0�l-PUWQS,ES IN ANYbUI[LbINS PEPARTMENT, AtTirovir THE ARCHITECT I 1 , � , � . �� i� �,:l , I I I - I � " I; , , , li �-, , , , �: ii, I li�ld - "I. Tre �M, LOBATION 4�� I : � OR :� , � .1 I YeATHERt TIAL , I � ViRITYER AUTHOWZATION� ANY U51� OF PLANS FOR ANY PURPOSE, OTHER I I . I NESLI6151-M � m LV = I SEVERE I . I , Iii , ,L., , I I i li.e THAN. TRA*APlW!FIeALLYr DESIGNER -IS ILLEGAL, AND I I AUTHMZW SYL � , I � �[, I -" � I _g9gAll! � L L, �r I � " . ,,4 � I . , ii� I L I I 0���*Aq4ti, F ., " Di�Nf,40 . � Cirtim,'06NOREIM L - � 'V � I I zwo I 1 2* I � . Z'S� MAY %iW-='r,0w USER IrocKEOF To joe PAYMENT I � , I I . I I* %.L COW*510"� , , , I , , �;: � - . � , 'r L10 , �. I . I �L�" i ", r � ' !'�-­' - � lI,.i-'­'T�l*jF,X, fti� �' ,� 11 Ir 11 IL, L 1 1 I I . , I , �� I � : 1 � . I , I i ill '' 36. THE AftwilftlT H`A$ NOT MEN RETAINED BY -THE OR CONTRACTOR I - I I , ir, 8 4, - � 1 TO REEK OR ,I SITE THAT THMPRO-E&T 1-3 to BE BUILT ON TR AND AOSUMES N 5IL17Y OF 5 IVRAI- DESIGN TO THE =T1411 -r "', � I I I RAM 6 1 —1 . L I , -2 I � , . , I 2 , �.: ��A�� i rL.4r.j.,,`,;%, - I � � -� �,,,, - NrTrl- � W,K`� L . I I'll , . I I I I I I -,, � 2�� I , I I'��ll I I AOO`:, I I I W - THESE DRAWINGS AND � PROPOSER SITE, RM THE FAILURE Or = , � r'- " , , _ .!R " I � I� - ; L�� I I I - ,�, I I I )�,Ojg!4, ;"n�l, . - , " OR ! � , ,W, - I I I I I I I � - ---, � � I ervairiZATioNei, 1. . AM LAM IN ,,, DEGREE Y41TH ORDINANCES I APPLICABLE AT THE SITE, � I � , I I I L rA5TNZR SPACING . 4 FOOT 6 roar FA$TNER PANEL 5FAN < PANEL SPAR PANE45PAN TYPE S 4 FOOT L 1 6 FOOT 4 6 FOOT WINTER . I . = "06. SCREWS I6* 121. all 2112-08 r4ocip ScRem, 1 I W 4 � 16" I 12" I � I - DOOR I %% 4 SEALI WT K , TO � I , I L I . � K A VAUD T": COPY. t - POURED CONC. I I � � FOUNDATION - 8 IND I ! � I , I . - I HP, RATED WALL <`N I? I i� TO UNDER 51DE OF ��� , , -,, " I FLOOr STRUaTURE 'I TS - " 7 � CONSS OF V'X4" : I ,� I V I , I � pl�� - SpOad: I i I I " 4 * I � I � 'L ,� , j Y!rET�177T,l 11 1 � � fr I ,I , - I - W7,1 ,'",�[-,,10 11 . �;�ll - : . ,-l' � 1, I I I I � ... 0 , I, , 'F 34_7 "I :11 i,7� � I -� I I I � I � - . � . I I"to. STUDS * 16" � 'i - . - '111 � " -, rr 7 I I O.a. vv 11.70 Type �l , , ,� "I'' ,i 47 ", AA � � 77 7., 7", � I I _i', I 4 - �,� , , '' � _-� i "i", �",,�',',- I r' - � � ��, � �� ,� Ll � � I I A. � t I . i li �:, ,, ,� . II � I I ­ 111. "I', ", T " ­-­ ­ ,� � �� I � . 1� I - I I . , I " � � I I ,� i iI 1 i "I #��tAftop� A ildrs�' "`- "I , 1 2-15CO ' I 6000,11. rF - 51b" &1'195 AALj- I ., - , I ? ,., , L 1 (3 ,� I zi.� t �4L io ,,�M , Ist 'i O"sw A , I I : � � I I d ��, , �; I , I � . I �L � � I I I I �0 . I � � � ,_',, r, _ I ' I I � I , *IiikA*flLdOK r I I , .I - i I ' I , , , ' ,"', r I I - I 'r � 1� � rL��' I I � . .), I - �l � i�', � , � - L�ik,ie oi� - � i: �,. ,. �, : , I I ', I L ��✓. 1" , , , - (I- '. L, � �- "': � I ., I �,; - :� , - .1 , �,- , ,, I I- - 11 , Z , . I I � I I� � -, � p�i ,ii , ��, i, ,�, I �l 111, � - PIR -ENTRAINED' � I I I T TO ME"IH4` NO 1- �, L , , � 4 , � �L I , DO� VO RETE) 1r0u , , i I I N� I , I I , *� ; � 1�, 7 �� ;7, ',u I I i,,i�, :: L' I � : ; �� �i�,i '��j',��* 4': �',.", I � ; � ' ' I I I , I I I a, I . I -11, � l 11 � I I'll � I 77 L �ls - I � � I I rL , TABLE R501.211) CLIMATE AND GEOGRAPHIC 6iS16N CRITERIA I I JEG T TO DAM E FROM 'LGE SHIELD I I -1 � -� . . dikali.woro �11 - WINTER "Y- = 1, , -103MIC, M=CRY'9)L° I FROST LINE I � I , DESIGN MENT FLOOD i, Bipeo (MPS) VlBATHEklN6 DEITi*) TERMITE(&) DECAW410 TEMPW REWIRED HAZARD(h) 'A 40w 5 " , ,, '� i 1, , tw, � �: 'Slii� S " . - -0., l=vh:",l SLIGHT To , 11 I YES' I . I N/A �* ",1,21- , 1 �Lf' I � " i , � , I , - I i I I 50AP�. BOTH 51DES � i " 'i UL DESIGN, UL 3t45 L - SMOKE DETECTOR , D%NP rAG 11 ' I I ,:, � -�, I 1 /-- I � R Cp(* Afw!'i I 'L ', , , , � I .CARBON MONOXIDE PFTErITO , I I :, � I I uc At AM= vr�14 ,.,� I � I ­ ,�, I ( ��, '�-" _41i -i" I L, � � I , � .,I I I � � I : � ' I , I I,' , I I I I L I I I � I 11 ,,,, 1) i � ,f'i'I'L," ,", ,4 � L `� 2, ,.: I I I I I I I ; 1 � �f��, "L%l' _ � L - - � � � I ( �11 . 41 ll-,,,�,3�1 ", III, I I �� ��,� , -: I 1 , 'f� � " �l ,Z., � �" I. 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J a�( C") n O' lnr-Alr EXIST, LIVING'ROOM EXISTING HOUSE +� NEW ADDITION EX15T. 'ROOF TO REMAINE,- EXIST. CEILING TO'REMAINE — O EXIST. KITCHEN d� 51/2" STEEL 1 CLOWN (TYP) 1 II EXIST BASEMENT I II II II II EXISTING FOOTING EXI5TIN6 SLAB GREAT ROOM - CRAWL SPACE 2" SLAB G/V 71 IIYV FOOTING 0 X x 0"0 cc �yI� co TYPICAL ROOF CONSTRUCTION: - 2'k12"RIDGE BEAM - 2NIO" ROOF RAFTERS ® I6" 041. W - GALVANIZED HURRICANE CUPS FROM U TOP PLATE TO RAFTER - 1/2" GD% PLYWOOD 5HEATHIN6 - 15 LB. ROOFING FELT - 35 YR. ARCHITECTURAL ASPHALT SHINGLES O Q U - BITVMU5 ICE AND WATER BARRIER z W -_ ALUMINUM DRIP ED6E ! r - ALUMINUM FASCIA FL'A5HIN6 �✓ 1 - CONTINUOUS VINYL VENTED, SOFFIT C - HURRICANE RIDGE STRAP O U TYPICAL CEILING CONST. Z o - 1/2" GYPSUM WALL BOARD Ui c O TAPE, SPACKLE Q SAND O - R-50 BATT INSULATION LL- cr— TYPICAL FLOOR GONSTRUGTION: z Q 16" O.G. - RIM BOARD �f - 5/4" 5UBFLOOR rt' - FLOORING AS PER OWNER U ` V - R-50 INSULATION t— TYPICAL EXTERIOR WALL CONSTRUCTION: - 2x4' WOOD STUD WALL ® 16" O,G. ij . - 2x4' WOOD DOUBLE TOP PLATE �' •I - 2x4" ,WOOD SOLE PLATE' - 1/2" GDX PLYWOOD 5HEATHIN6 L J-'TYVEK BUILDING WRAP. TAPE ALL SEAMS - HORIZONTAL VINYL SIDIN6 z4X4 - I/2" GYPSUM WALL BOARD INTERIORGGA POST SHEATHING. TAPE, SPACKLE S SAND IN 12" SONO TUBE - R-13 BATT INSULATION (TYP) - 2x6" 51LLPLATE - 5/8' ANCHOR BOLT ® 4S" O.G. - 6' P.G. FOUNDATION WALL ON 12"XI6" P.G. FOOTIN6 W/ (2) 05 REBAR ® 16" O.G. �J. e C � IaiJ1 ua^ � J c 0 ,, M1 QMM o. opX12 �Lw v e W=W 0 J m m TYPICAL ROOF CONSTRUCTION: - 2'k12"RIDGE BEAM - 2NIO" ROOF RAFTERS ® I6" 041. W - GALVANIZED HURRICANE CUPS FROM U TOP PLATE TO RAFTER - 1/2" GD% PLYWOOD 5HEATHIN6 - 15 LB. ROOFING FELT - 35 YR. 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Nil � CPN ! i'W kap c 'kr o. 4' _NOTICE 4 1 : YI�A1><IN ' 'tAMr. or 1NE MS EdWG im ptm, '61KfD'SFN.,' " :ORA D'sE�4'sFu�1 ^ OBE A' .tit 4 � Z d^1 BdPptNBl NW AG rl 54WAlE AS N01ED . py►�; 3 06/03 -' SNEET^• 4 OF 7 A=.3 "- n i u 1 ) s' w. f ... .. .5... <.; .(.__^ +._ '-1,'='4' M. .., .. ..., �_. ,. ..^3Is. ^,. .., i M ti 1 ..., _., ... ...._�.a. .... ..... .. .... ... < asr Y^• A iA ir,<>. ^,..... .,,. _ �.. .. _.. . .._ .r. _;t•'�, t. .. Ld e UZ pE V co �U s u ��qWl Z L� Q N d U ar.. Nil � CPN ! i'W kap c o. 4' _NOTICE tMYtI MZM N.TFA1s7m ON - dFs CPLMMM7209 : YI�A1><IN ' 'tAMr. or 1NE MS EdWG im ptm, '61KfD'SFN.,' " :ORA D'sE�4'sFu�1 ^ OBE A' ROO F0 NO t 4 � Z BdPptNBl NW AG U. W pp 54WAlE AS N01ED . py►�; 3 06/03 -' SNEET^• 4 OF 7 A=.3 "- u 0 J m c� Ld e UZ W Q co �U Q5 W "< ��qWl Z L� Q N d U ar.. Nil � CPN ! i'W kap rnqui �a 4' _NOTICE tMYtI MZM N.TFA1s7m ON - dFs CPLMMM7209 : YI�A1><IN ' 'tAMr. or 1NE MS EdWG im ptm, '61KfD'SFN.,' " :ORA D'sE�4'sFu�1 ^ OBE A' ROO F0 NO t * O � Z BdPptNBl NW AG U. W pp 54WAlE AS N01ED . py►�; 3 06/03 -' SNEET^• 4 OF 7 A=.3 "- 9 - DNAWING, \ d ar ie I" 1 : h. .'' T' l.� r { P W w Lu C m Z. U S 000 cc ca ' V To dtDi MDR SME: AS &WW qui ��illa fill III A-4 r V W1 J � WWv, ir7. G 0 CL CL +p. a W w Lu C m Z. U S 000 cc ca Q 2 a O `fop 0 G ' V To dtDi MDR SME: AS &WW uq6 3106103 fill III A-4 r V W1 J � WWv, G 0 CL CL a }. u e 6 m O N r A Q 2 a O `fop 0 G ' 611 To dtDi MDR SME: AS &WW uq6 3106103 fill III A-4 W1 WWv, CL CL Q 2 a O `fop 0 G ' R I}L�{Z� R NfW MRN Sid1T ❑L No 0])015 DOW, JW dtDi MDR SME: AS &WW uq6 3106103 SHEET: 5 i* j' A-4 a _-• Vrtgn�rvb Ivv: }. T 7 11 v r • � r VINYL, FASCIA WRAP 3/4" x 5 1/2" BLOGKIING —VINYL LiNEAL (FRONT ONLY) i 1/2" PLYWOOD SHEATHING HORIZONTAL VINYL SIDING B GABLE RAKE 9 51 D I NG ROOF RAFTER OR TRU55 � BATT.` IN54JLATION �� /�%��1/2" PLYWD. ROOF DECKING : I " //�-'—=A5PHALT SHINGLES 5/4 BLOCKING GUTTER ASHOWN ON' PBL TOP ELEVATI0 PLATE 2xb FASCIA W/ALUM. WRAP DRYWALL- VENTED VINYL SOFFIT INSULATION ® i LEAVE ® WINDS rA al •ami �A fr " '�i rDflW VNlmm FIRM MMAN J,' �� fl br iF.l. ',' • m i,R. PARALLEL ,TOARLL r 4 4II '>rr �I 4 .. r a' 1. r` u. 1 k .I F� t 4 1 I�G'�.ti _,.a6.W. ..w4.. ,..... e....._".. "�f. -... ,. ,,ti�`+t�t�1m.�vt.,��. ..��xlFmx ru.. _., r_X"r...F�... 13.. .. `,,.: i_•.h ," mr r,._. ,.1"9L .,L ,. ,.. .. >._ _.. ...,,_ ). .A. , ... td »�,. ._. , HDR —GOR—A—VENT "X5" VENTING \` 2x RAFTERS 2x6 CONT. WOOD BLOCKING 1/2" PLYWOOD SHEATHING WOOD STUD WALL nROOF/HALL CONECTION D— ,F RAFTER T. INSULATION PLYWD. ROOF DECKING (POSITION SHINGLES TER BAY SI NMPSON STRONG TIE". NAILER BETWEEN RAFTERS GUTTER AS SHOWN ON ELEVATION5 DBL TOP PLATE—/2xb FASCIA W/ALUM. WRAP VENTED VINYL SOFFIT BATT. INSULATION (TYP) HORIZONTAL VINYL SIDING b" TO WEATHER I/2" PLYWOOD SHEATHING TYP. SAVE 1 FLOOR JOIST DETAIL I MR rbm VA = FLUSH x FLOOR CRIPPLE (2)2x6 HEADER (TYP) LQGCOBEARINPLAN HEADER (TYP) Y c TYPICAL IST FLR. HEADERS _1 µ19ULATON -- b" JOIST OR N F GiD. -Ixb FA IA ['HRC P DETAIL = FLUSH WALL MR FLUSH I FLOOR i GEUM WALL c 'JOIST ® EXTERIOR WALL J015T PARALLEL TO WALL 3/2' ANCHOR BGLT 40' 13L. FOR (,STORY BLDG 36'. RC: FOR 2 STORY BLDG 2Y O.Q FOR. 3 STORY BLDG lk " FIRM � � zz • .� r i711A VNA ' ' vJ O O D$A,WlNO �NO: Z t V r. Z Q N U '.'L) C h 1 :fLODR FI—�M ;I " .y„ ti w I ', n- ".V "..S't: ti<" I r l` :,,...,. �,..�•"_y..»t el .x :. _,"' lu,3.mm.: �'' a ,.,. r3 „r w ,L. ..., Yy.,l. ... .. u. ., ,. _" ., (, Y,. , '.9 _._, �.r 1. - -. r. -.`v e.i... _-._.. .,.._w.vn.- ,..1 .�.,., .-._ '6�5,.. .�. _, ._,L.�:1�L, ..12. 'C»:..._._-.. .'6....._..� _.._. NOTION' LWNflHMZM XlWTW OR LEAVE ® WINDS rA al •ami �A fr " '�i rDflW VNlmm FIRM MMAN J,' �� fl br iF.l. ',' • m i,R. PARALLEL ,TOARLL r 4 4II '>rr �I 4 .. r a' 1. r` u. 1 k .I F� t 4 1 I�G'�.ti _,.a6.W. ..w4.. ,..... e....._".. "�f. -... ,. ,,ti�`+t�t�1m.�vt.,��. ..��xlFmx ru.. _., r_X"r...F�... 13.. .. `,,.: i_•.h ," mr r,._. ,.1"9L .,L ,. ,.. .. >._ _.. ...,,_ ). .A. , ... td »�,. ._. , HDR —GOR—A—VENT "X5" VENTING \` 2x RAFTERS 2x6 CONT. WOOD BLOCKING 1/2" PLYWOOD SHEATHING WOOD STUD WALL nROOF/HALL CONECTION D— ,F RAFTER T. INSULATION PLYWD. ROOF DECKING (POSITION SHINGLES TER BAY SI NMPSON STRONG TIE". NAILER BETWEEN RAFTERS GUTTER AS SHOWN ON ELEVATION5 DBL TOP PLATE—/2xb FASCIA W/ALUM. WRAP VENTED VINYL SOFFIT BATT. INSULATION (TYP) HORIZONTAL VINYL SIDING b" TO WEATHER I/2" PLYWOOD SHEATHING TYP. SAVE 1 FLOOR JOIST DETAIL I MR rbm VA = FLUSH x FLOOR CRIPPLE (2)2x6 HEADER (TYP) LQGCOBEARINPLAN HEADER (TYP) Y c TYPICAL IST FLR. HEADERS _1 µ19ULATON -- b" JOIST OR N F GiD. -Ixb FA IA ['HRC P DETAIL = FLUSH WALL MR FLUSH I FLOOR i GEUM WALL c 'JOIST ® EXTERIOR WALL J015T PARALLEL TO WALL 3/2' ANCHOR BGLT 40' 13L. FOR (,STORY BLDG 36'. RC: FOR 2 STORY BLDG 2Y O.Q FOR. 3 STORY BLDG lk " zz vJ O O D$A,WlNO �NO: w t V Q N U b C h 2 FI—�M ;I " .y„ ti w I ', n- ".V "..S't: ti<" I r l` :,,...,. �,..�•"_y..»t el .x :. _,"' lu,3.mm.: �'' a ,.,. r3 „r w ,L. ..., Yy.,l. ... .. u. ., ,. _" ., (, Y,. , '.9 _._, �.r 1. - -. r. -.`v e.i... _-._.. .,.._w.vn.- ,..1 .�.,., .-._ '6�5,.. .�. _, ._,L.�:1�L, ..12. 'C»:..._._-.. .'6....._..� _.._. NOTION' LWNflHMZM XlWTW OR Q6 OF 7W Nr5°E'WU W LAW. carers oF:TMls euwPuw' Noe Er�L�'s OR SM BIAL E cot4mm 700 RE A VAIB"MW OOWY. RO NZINO 4.P W '4p'd`O cj, ZN_9F i p� Q 2 µ M WW v DNN: JCG C iLa MDR , y(� w.Tx.-IFI�00� �. r S B OF 7 . D: • 0 m 0 1 r zz vJ O O D$A,WlNO �NO: w O Q Q N U b h 2 FI—�M ;I " .y„ ',. w I ', n- ".V "..S't: ti<" I r l` :,,...,. �,..�•"_y..»t el .x :. _,"' lu,3.mm.: �'' a ,.,. r3 „r w ,L. ..., Yy.,l. ... .. u. ., ,. _" ., (, Y,. , '.9 _._, �.r 1. - -. r. -.`v e.i... _-._.. .,.._w.vn.- ,..1 .�.,., .-._ '6�5,.. .�. _, ._,L.�:1�L, ..12. 'C»:..._._-.. .'6....._..� _.._. NOTION' LWNflHMZM XlWTW OR OF 7W Nr5°E'WU W LAW. carers oF:TMls euwPuw' Noe Er�L�'s OR SM BIAL E cot4mm 700 RE A VAIB"MW OOWY. RO NZINO 4.P W '4p'd`O cj, ZN_9F i p� Q 2 µ M WW DNN: JCG C iLa MDR , y(� w.Tx.-IFI�00� �. 0AX- '3108103 S B OF 7 . D: D$A,WlNO �NO: h r• ;I " .y„ ',. e,P' ',.. I ', n- ".V "..S't: ti<" I r l` :,,...,. �,..�•"_y..»t el .x :. _,"' lu,3.mm.: �'' ..•, ,1r, .0.,1 ,.,. r3 „r w ,L. ..., Yy.,l. ... .. u. ., ,. _" ., (, Y,. , '.9 _._, �.r 1. - -. r. -.`v e.i... _-._.. .,.._w.vn.- ,..1 .�.,., .-._ '6�5,.. .�. _, ._,L.�:1�L, ..12. 'C»:..._._-.. .'6....._..� _.._. _ .. ,t__.�I _•-_ •_-- ,., ..- a ___.. ,I i'1;: r_...:,:. 846 a, Re `KI. S! I ��r.. .V Y. it 4. 4• Agt' �, I MSM6 Aa35F MTS16 05F LTP4 Sinpson, Strohg-Tie Floor -to -Floor Connections Sim son Strong -Tie Header, Jack Stud Connection LS TA18 n>w CS16 MTSI2 I, a 0 �I Simpsbn St TI ° "r CS16 L - 'NA fico• * - " i t;LOUse every other' mall hgle a rWgW % Provlde the. LTP4 Code required nfnhun center to=CenCer SI'mpps©n rStr©ng-Tie sgbCiq;� far 'nails s - - i - S•twd1 $o Barid joist G rl IT v � { r l 1 V err .S A n.y ,�ie �- � ,.��. -"�,:, �,. � , , .,n v,.,,^, ,:� ,. .h �. �„-,:, ....v 3 ',- ;1 - ,.�,.... , ,4-f .0 .,.:,h-. _,:, .,.._a,. -. ..,,«„iSTao >.a.J1M e_. n-. .ter ., _. ,... .xl.u�-i1�:,��,�1• dur,..., , .r,.LAS,R11....,.5..._,,,.:�a'-...Ir.�.sx.k *i�Y1iSYF.n,°tt�. �...,..: Sinpson'Strong-Tle End W0 lir.do USE (3) 16d NAILS AT PLATE USE (I) Bid NAIL PER STUD Simpson Strong -Tie TB 8'-0' Q.C. MAXIMUM USE C2) 1001 XI 1/2' FASTNERS PER END Simpson Strong -Tie RSP4 Top Plate to Stud 11 i , S 11 % aA: MIN. HEADER SEE DETAIL a OR e LSTA STRAP AT BEAM TO MIN. 18'6” MAX. vs Y r H s CURB + •i � IIyy �DESIIGN tea`` OL NOTICE, ONMMMI7EB ALIMTIBN OR � AM" To THS KAN'1S A VIaIATON aF„9 PM1 3 COM, OF THIS PAIN NOT "Wi - LLJ 0 It' .Icc RQ p 4V ZING w. eRo �o w n W `L LJ_J QD u O SCALE AS NOTED Q oATE. 3/06/03 d LU 0-2 I7�2AWIf�O'NO: ' r'c� O J 1. r f w s Y r .w74r."✓� U li i I K In w W 0 r� Simpson Strong -Tie to r f, LV Sinpson Strong -Tie HUS OR LUS,❑R MIT 0 to USE USE 16D NAILS IN EACH HOLE 16d NAILS IN EACH HOLE ccW '' Sinpson Str^ang-Tie USE IO - Bid NAILS TO INSTALL - MSM6 Aa35F MTS16 05F LTP4 Sinpson, Strohg-Tie Floor -to -Floor Connections Sim son Strong -Tie Header, Jack Stud Connection LS TA18 n>w CS16 MTSI2 I, a 0 �I Simpsbn St TI ° "r CS16 L - 'NA fico• * - " i t;LOUse every other' mall hgle a rWgW % Provlde the. LTP4 Code required nfnhun center to=CenCer SI'mpps©n rStr©ng-Tie sgbCiq;� far 'nails s - - i - S•twd1 $o Barid joist G rl IT v � { r l 1 V err .S A n.y ,�ie �- � ,.��. -"�,:, �,. � , , .,n v,.,,^, ,:� ,. .h �. �„-,:, ....v 3 ',- ;1 - ,.�,.... , ,4-f .0 .,.:,h-. _,:, .,.._a,. -. ..,,«„iSTao >.a.J1M e_. n-. .ter ., _. ,... .xl.u�-i1�:,��,�1• dur,..., , .r,.LAS,R11....,.5..._,,,.:�a'-...Ir.�.sx.k *i�Y1iSYF.n,°tt�. �...,..: Sinpson'Strong-Tle End W0 lir.do USE (3) 16d NAILS AT PLATE USE (I) Bid NAIL PER STUD Simpson Strong -Tie TB 8'-0' Q.C. MAXIMUM USE C2) 1001 XI 1/2' FASTNERS PER END Simpson Strong -Tie RSP4 Top Plate to Stud 11 i , S 11 % aA: MIN. HEADER SEE DETAIL a OR e LSTA STRAP AT BEAM TO MIN. 18'6” MAX. vs Y H s CURB + •i � IIyy �DESIIGN tea`` (DESIGN VOTHERS) sT v� MN (MIN.) .-.QwMjM C7 ^gin rny�e"��I a�zV) tea`` OL NOTICE, ONMMMI7EB ALIMTIBN OR � AM" To THS KAN'1S A VIaIATON aF„9 PM1 3 COM, OF THIS PAIN NOT c LLJ 0 BE A VN.IO TRW �COP1:' RQ p 4V ZING w. eRo �o w n 0 7k, F `L LJ_J QD u O SCALE AS NOTED Q oATE. 3/06/03 d r S/IEEt• -T OF 7' 0-2 I7�2AWIf�O'NO: ' r'c� O J 1. r f w s Y r .w74r."✓� U li i I K In v� MN (MIN.) .-.QwMjM C7 ^gin rny�e"��I a�zV) tea`` OL NOTICE, ONMMMI7EB ALIMTIBN OR AM" To THS KAN'1S A VIaIATON aF„9 PM1 OF THE. WS' Ba1"TlaN'I:AW. -, COM, OF THIS PAIN NOT $L wO rNR040",s LLJ aR EmBOSSED SEAL St NOT BE CQNWM b ' BE A VN.IO TRW �COP1:' RQ p 4V ZING w. eRo �o Q 1101O„ 0 7k, F `L LJ_J QD O SCALE AS NOTED Q oATE. 3/06/03 d r S/IEEt• -T OF 7' 0-2 I7�2AWIf�O'NO: ' r'c� �I , 1. r f w s Y r .w74r."✓� U li i I MN (MIN.) .-.QwMjM C7 ^gin MN (MIN.) .-.QwMjM rny�e"��I tea`` OL NOTICE, ONMMMI7EB ALIMTIBN OR AM" To THS KAN'1S A VIaIATON aF„9 PM1 OF THE. WS' Ba1"TlaN'I:AW. -, COM, OF THIS PAIN NOT $L wO rNR040",s Illm SIX aR EmBOSSED SEAL St NOT BE CQNWM b ' BE A VN.IO TRW �COP1:' RQ p 4V ZING w. eRo �o h�P�PK 1101O„ 0 7k, F NRV;Y RN Rl]p IS Dvft SCALE AS NOTED oATE. 3/06/03 d r S/IEEt• -T OF 7' 0-2 I7�2AWIf�O'NO: ' r'c� �I , 1. r f w s Y r .w74r."✓� ..-._ .. ,.. ,., -i :- '.,n,. .. : rA 'r S.. i, v, .,. :, : .: i, r f {:' - ti' 'r'f'..' , q[ �rc - -,.., nx- ., ., .,. .: - i - n ,: -,;Iry ,,. ., . .. 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TO S_. rC11 R/TIT PaR RATE ArratT ct cELLnG J01TT m AMN.LEL ViPEY cmw My '2,400 EACH 0 IOCC-RAMS CENNG JORT LMS m]ER INMSiO•LLL (PANE-NAacn) I'.. ,�Z PR TE CyLM ]u r0 R/F1ER 6A¢�LNLEm SLAM, AND INTERIOR SLABS. ON GRADE, DEN END "L' IO RAFTER (lIE-MYILM Rq IOAFO,m RMiW 4EMnWA.E61 2 yy [AGN VALL FRAMING 11! MTE'IU TO, RALE rfKE- w,REnt 9-W "N mar EMH ... IM RATES Ai MFYS[[TmNS (FACE N4LEm P _ II STUO m STYn dlmc 4Em NMRR' TO ME"EM arAu-wRR+ ITE I, U. ALONE EDGES TO, OR SmTw .TE TO STw m!O-IAILEm a_NNN MEN Sm0 SOITw PLATE m Rnmt MST,M1OMST,t .=ET. R iLnC . 6ACE-MREm a -IMS" . Our ' FLOOR FRAMING MST TO Lµ m MTE ON GOURD Ct¢NMLEnf 4 -IN PER HIST EM ORSOR TO .AOS* ti¢ -MILES) END SLOERIIq m AIYT (TOE-NNLF.m RLOLYIIp m ODA OII N RATE CT¢-IAa[m S � ENN EACH MST LEORTI m,IFN1 O'MY- S-16tl 3_U ., Be '»EGTON (2.1079 FOR MINIMUM 4043m CONTENT ZIL JNSI pl {EpO(R r0 IEPM tTa-W:aET MS PMER FEjn I W0 JOIST TO SO, CFJO1- "It RANO JOIST m SILL 011 1R MtE tRE.HA1LE01 al". PR FEET ROOF SHEATHING STRILTRK PMFLT Etl YFF TARE 3Y y1AGp1AL IMRn P -q PR SIRPOT ON I.INO -XE' Q 1•X1' I•R10' m! VI¢R II PTA SWPRT CEILING SHEATHING .. vµ`M`00 �]• EINE/ N' F6L0 WALL SHEATHING STMICTRAL PANELS Ya V ONE / It' FIELD ITER PN'O-S itl I' ONE / i- FIELD IIIM. ON r EDGE/ S• TOLD 0/IE, 4. n' /.n}: 31� I., n `t Tti ., (. A, G VKLIO'An 5Y I,_.- O! r OCE / LI' FIELD f• ace / jr P2L0 PKlIC"'wo PANELS YIDMANYDGE: 6' EDGE:/ IV FIELD MD SNGrMdG DAOAL 'w"13;3 i,-., ...: -' „ o, -i. ,. -,-.. .: .,. .. ,.:. 1 f �'li 'f : '°..i PER - IML' pl ]MY IMIm R vIEER 3I PR SWO-Rd R FLOOR SHEATHING S1RICrIRRr y 6• CRE / 1E' FIRED 4t IISS miERTER 1NW 1• lOtl 6' EDGE / 6' FILin mAGpNI BOARD SIGTHING I'RC R IMT 2 M M SWMT I-mv W v1Alt I I, PER SWNOIII AIY MSO R MALL A4AtII1NG MOEO i' OG T PNEL EWE. IF YKL SHEATHING IS RAILED r OC, AT PANEL EOGE • MRbG REWwW.S TD ORTN. NIGXER SXEK WIDE, NVLWS R OSONRT5 FM ETWCTL RNIRT HALL IE SENREO R ALTRMTE GRIIECTRS, SUCH K SKAR PLATES. SXNL SE =0 TO IWNTMN THE LOAD PATH NUMBER 6 NAILS SINCE DE PfldliiFO TO RE PEWCO ATO pNML ITSR�IMIRIS OVER CONNECTED VFMFAY. THC TASLUTO I - LW N"A 2. HOUGH - RAINING & PLUMBING 4,y OOT gOhm 1 T' 3. INSULATION _ PL llG 1�L' " " 4. FINAL - CONSTRUCTION MUST '"' ' � � ' I' � �` COMPLY WITH CHAPTER, Q6 �� BE CBMPLETE FOR C.q. r FLOO@T'DAMAGE PREVENTION I'^" s L ALL CONSTRUCTION SHALL MEET: THE SOUTHOLD TOWN CODE: 'I I REQUIREMENTS OF THE CODES OF NEW , , YORK STATE. NOT RESPONSIBLE FOR4 a DESIGN OR CONSTRUCTION ERRORS. � ti, ll�"I P MBER CERTIFICATION : td I : I ' ROOF ON LEAD gONTEAITBEFORE PLUMBING' v2" CERTIFICATEOFOCCUPANCY ALL PLUMBING WASTE i'f: I. __ g WATER LINES NEED' �, '�Z �' 1 �II TI�'� TESTING BEFORE COVERING to + I I - n a- - SOLDER USED IN WATER "{ Q 9If I I I I SUPPLYSYSTEMCANNOT COMPLY WITH ALL'CODES OF O n, 1 I I LAv I ,` I EXCEED 2/10 OF 190 LEAD. NEW YORK, STATE & TOWN COQ L III, ' 1'�°� I AS REQUIRED AND CONDITIONS U I I I SPUTHOLOTOWNieA , !' I 91112.,91 5HVgR OCCUPANCY OR SOUTHOLDTOWNPLANNINceo11 li %� FLooR I 4 SOUTHOLD TOWN TRUSTEE&, I "' `'� _ _ _ _ _ - -- - i �-" WITHOUT CERTIFICATE N.Y.S.DECI 11 lI I I - - - -- OF OCCUPANCY 1 ' I SINK rHER - - - - I "I TI 1, III CALCULATIONS { LA ' ' III I a�: r UPLIFT CALCULATION �9B I I 2" I -'--n FRESH " " Tu=Wuplift*(o.c.spacing/12) Tu=352.00 II/2^ , AIR(NIEr "st NSTALL SIMPSON H5 HURRICANE CLIPS ON THE FLOOR I , n: ENDS OF EACH ROOF RAFTER G,0 „G0. k `I' 1 �_ TONY 5 APPROVED A ' SEPTiO SYSTEM , iI LATERAL LOAD CALCULATION' M=(W*(Wall ht, -3.375/12)2)/8 M-1311 lbs/ft I4^G.I.HOUSE TRAP _ INSTALL SIMPSON C516 FLOOR TO FLOOR STRAPS CONNECTING EACH FLOOR Q 16"O.C. f L„ SEISMIC LOAD CALCULATION j� �I �r y� SIESMIC= [C1 F((Lmax/Lmin)-1)C2]Lmin PL'LI - ISI II `C �rR I A&F,A "L, LfI SEISMIC 882.0 LBS SCALE: N.T.S. 1 I ' . ,1 10. PROVIDE 515'X I5':LON& &ALV. ANCHOR 5OLT5 4'-O" O.G- TO. ANCHOR ALL - 39. PIKE BLOOKINS TO GODS 8602.0. I WOOD SILL$ TO POURED FOUNDATIONS w1lw Don lgn Crltwia - _ I '11,(AS PER CODE STATE Or NEW YORK ANDAMERICAN WOOD COUNCIL -5 it. %DUNDATIONS AND FOOTINGS SIZED, F,OR.9EARIN6 ON VIRGIN 501E AT MINIMUM BEARING CAPACITY OF 2 40. AS�MEP 501LT0 BE SAND OR' GRAVEL, WITH MINIMU'1 'rRAGES OP DRY CLAY, WITH 1 •' tl 9�PddOOd lu I I^'' �'.,. GENERAL NOTES' MANUAL FOR 1 2 2 FAMILY OPIELLIN69) TONS A MINIMAIM'BEARING CAPACITY'OF II TONS / 50. FT.''' Ig,. D Flr Larch 2: gLrfoo d D -f PER SWARF FOOT WI^,YH A MINIfi1,UM:(5F'9'-0' COVER. _ yall,wb ,d fa4torp, ors frgn EM' Not onolnD rflB ITICUS Am,mOD 0 q. ten :.Y I - FRA1,I NUS, . ., " AILSD FABRIC DOUGLAS FIR N0.2 OR BETTER 42. DESI6N�IAADSTARE P5 LOY5IN:P'157URBEY7 SOIL. 12. ALL WOOD INb; INCWL?IN6 JOISTS. BEAMS POSft,,5 ETC,; TO BE' CJIi 5p�clfi,trtlor» F, Sf I. _ . - PiA'F?rietivctlori' NO'S t99T .. .. I THE FOLLOWIN& NOTES ARE TYPICAL, REFER TO ATTAGNED PRAWIN&S FOR 19. STRUGTURAI. STEEL TO BE A OTM AS6. PGT ATW AND ERECTED PER.AISG. FOOTI f :, 1. DRAWINGS ARE NOT 7O BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL C.NEGK 15. ALL`DODRS TQ bARALFL". AIIREA FOR INTERIOR LIK!INb q?iPAGE 9HAL.L 45' MIN, FIRE RATED LOCATION LITE_„ DEAD DEFLECTION LIMIT �- 3 MpTrl Iq .In BAM4W (Pb);. r , awl APPLICATION._ 14, PROVIDE METAL DRIP FT-AS➢NIN6' OVER Ay7: EXTERIOR'ViINDOW5 !'' c „�', ALL DIMEN910N5'AfID CONDITIONS AT JOB SITE. ANY DISCrREPANGIE9 0R OMISSIONS DOOR ASSEMBLY EGM1lPPED).FUTH,A'98LF'CLQ91N&'PEVIGE (RSOi.0 401b. IOIb. L%560 (P - _ k 6. em0 5M1 ROOMS OTHER d Rl, I A ws Factor-Bendiflg e►e THAN SLEEPING Tdxr Po eU Gf .: Fir' (p65�' : Fy (pyU :' FROM PLANS AND /OR SPEUPICATION5 MUST BEN GALLED TO THE ATTENTION OF THE 5%5' 4YP. Bp', OR AF;l,.II E/ EQUAL ^FIRE1000 514 HOW RATED 6YP, - OS "1 I REGORD.ENbINEER AND SAME GORREGTEP WITHIN (5) DAYS AFTER CONTRACT HAS BEEN 8D. FOR 6ARA68, UTILITY- RM, ANTS OYER ALL EOILER5�A9 PER STATE AND � SLEEPING , � 301b. . IOIb: Lrd60 e � 05O x �_ *1620 x 115 .,1 T ' RESPONSIBLE FOR SAM,�pDES ATTIC (NON, STORAGE) ., IOIb, 51b, "40 I1T9' '. AWARDED.' OTHERWISE C:ONTRAeTO WI HELP S RESPONSIBLE FOR ADE BRACING IT. PROVIDE'W!4TER RESIST frYP- BA: AND,'EXTER CI 6AADE PLYWOOD IN ALL ATTIC (STORA6E).. ', 201b," 101b. L/24O 12 . Bgp x I'0O Y`,9S x:1115 a 1478 '.,a' `I ti� 2.,. CONTRACTOR AND%ORSI.WON TORS � ROOF tF:GEIL6:) '4916: (SNOW) ISIb. L/240 ', }"; .;;-, (. p ..., �A:.+ .,,, J. r ! AND PROTELIOWS'tING Pty WORK DURING OONSTRIIGTION AGAINST' DAMAGE, 5REAKAbE, COLLAPSES. AREA$ 5l1BNEGT:TO E)SPdSWRE.T'O WAjE14'OR MpIS,7L+F1Ei; - RCDP (WITH FIN. GEIL&J 451b.',.' . (115. '4150 �,++ ... ,rl hki,TO,AL.L APPL10ApLE COPIES, STANDARDS, AND I0. �-W000,51LL9.To ei 9 SG 6,�,pRB 'J'T�IEA JIG) WIT}F',S/B', Pi*' ANCHOR: BOLT5 4 O" O.G. - (N4 . 1;'+- � �rizontal 51mgr gtrOee � . Fv'x GH' .IAO- pel' - ;."r . I'i',: GOOD GDl1S 'r4ND,M 1 J R18L,TILEa}• .NMENTr 'ACCORPI : 19. ALL VILM 7i'f' dl7 BE:9U, !7P13' By •iF.' X, ' POSTS,61,'Fs). MILE",, OTWmAtI9E STATED.. Fy . '1.6,O4NO,b,, t , ' ..' .. � � � � .. ' , v� . dI,f g.' ALL MATERIALS AND.GONSTRUCTION TO BE INCORPORATED IN THE.WORK SHALL BE IN 20. PROVIDE G0UB1-E' NEADERtS',AND 7RIMf�NS AT :STAIR PLOOK OPENIN&9 AND UNDER ALL DEOFF:FAC70R A9 A IFUVCTION OF KSRIVD_of EloeYiGl ALL SNOW LOADS HAVE,74EEN ADJUSTED TO KEFLECT''THE SLI T ANGE WITH LATEST EDITION QF A:S.T.M. 5f?ECIPIGATIONS WHERE APPLICABLE PCnTS AND P'AR`I,1T'ION}._RNtNIN61PARI,yL.El To AM. . '' '' ROOF I'I7GH. RAF7ER SIZES"MAY HAVE TO BE, INGI�FASED 70 IiGGOMODATE HM6HER SNOW LOADS. "I : ' S7RIC ACCORD .. TINE 45. ` &LASS IN SIDELITE5, SHOWER DOORS AND C'LIDIN6 6LAS5 DOORS TO 5E'TEMPERED OLA55. - - 'dl AND SHALL' T0'BE' MIN'S'' -0' O.G. - -' 11 I C.I A ORM tO Tilt AND RECOMNCNDATION9 OPTHE VARIOUS TRAD6 INSTITUTES 21. BRIDGING,, EITHER SWLIP, 1^ X S OK>i GR05r BRIDbINb. 44. ELEG'fRICA4 WORK tO; CrC1NFORM TO HATION^l. ELECTRIC, CODE AND ANY APPLICABLE .+ (A, JS CON A, ET4� AREfAFPLiG, B , 'AEI;' MA'fERt' " LSED IN CONNECTION 22. ACL HEADERS'TY�SIe'B��E fR.l 21'X A UNLESS 9E STA'r'�p : 11 HALF':,. 1^C' !ELAWI, I NI' ,,, , , :: AREA. : t � �_ : a' + (` ,' °i 1., , .. -' H1114 THIS FrsOJELT K*T,,M NEW MATERIALS UyLE,S9. H UPON ZANY FI WALLS 0R FIRE 2�4:.N4L,L `$ITRlIG17JRAL .S�HALL',BE: 'T 2_.'EIACK. PROM ONIMNEYS. - A5. GON5TRUGTI" I l CONIFORM'T0,4A1 CODES HAOF ONE !VINb JUWSD GTIONIN EDRDOM , - . _'... ' 1, N 4., NO,LpNpVtT5 PIPES, GABINET31 �T'G. SHALL ENGROAG N ,RESTRICTIVE PARTITIONS. 25. JOISTS HANBFR9, ATG T01BE tSIMPSL)N„5"ONG TJEt,Of;',ApPRDVED EWAL FOR FLUSH STRUCTURAL LONNEGTION5. - + " 5. MEGMANICAL VENTILATION SHALL` 6E PROVIDED "OW, 26, REWLREI7 BY LOCAL CODES AND ORDINANCES 26. Pt7R POURED GOfY»Rt'TE"SILAB' PROVICE`G" X 6 IQ/10'6A: W:W.M. pVLR 6 MIL. POLYETHYLENE VAPOR 46. THESE'P(;AN9 ARE DE$L&NED TO MEET OR'EXGEEp 77iE REdUIRMENTS OF THE - "„ - I .':ry AS YeLL AS ACCORDANCE WITH NEIL YORK STATE COPES. BARRIER ON 6' HELL GOMFPAOTED S!'1!tD'�PNb dRAVEL PILLr (BSN YORK STATE BfJ)LOINS LODE.: WHEN BUILDIN& IN ANY JURI9DILTIDN -pi�'L=.'.1 " 6. FALL WORK BY :THE PRIP'¢`CONTRACTOR AND%OR SUBCONTRACTORS BE,IN6' EITHER DIRECTLY OR 2T, ALL CONCRET ' HM•MGN PPJOTIN&B 70,: B_ PRliVIDE LATT'1 2 -RS REIfPOORLED RODS. EITHER INSIPE'OR OUTSIDE THE GODPA, VARIATIONS MAY, REQVIREQ. IT - � (115 �. ' '�N INDIRECTLY IN CO T JNITH TFE' GNNER SHAt,L PERFORM' SUCH WORK UNDER THE PROVISIONS OF THE 16, THE EXTEIrtIOK SLIRPAQ,E'OP` ?J:L'1`OUW'JRI'T)ONy7AL.L5 BELCWT FjRADE',IEXCEPT SLAB AREAS) $HALL BE IS TH@,17ESPON'1$ILITY OP THE PLAN RkiCHASEK, OR'{�I111LDER TO VERIFY SUG}N � - ' I:� "v' , ORO IRTx OR ENFORCEMENT OFFICER AND TO AMMIEND ;y 14 i „ -1. -DIMENSIONS AND .ITIONS,TO, BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR 29. 6RADIM& v1LR R'a HEN w**TT12}1C7jQ,N; STAR. 9LOPE:,AWAY IAND'BLEND INTO EXI9 N& CONDITIONS. THE,, IPROPO5EP,IGOI.WTRUCTION AAS 60 REQUIRED. - I I - 'A.I.A. CONTRACT DO I A201. BLE FOR rrUPERVI510N, INSPECTION, OR ADMINISTRATION OF 50. Pim F DB IIN"COVSV3'f1LL E T9 AS FSR ATI Y CAc1DE5. ON AU,L� SIDES AND SHALL'BE 12 THICK. 47. � HOTROY �� PIPPS AND DI1O7 WQRK' TO BE IfLSULA'TP� A9 PER NEW YORK STATE ! � � ' ' ' I ,;I .1 I' • ,, �,�J �I 3� 'u1 0, TOC TETRUR¢15 1VJ3'T'RESPOH51 91. ALL CON9T'RUC.71ON' SI,IAL ,.EIS' IN ACCORDANCE WITH THE ANY BUILDIN& GODE5, THE NY BUILDIN4' - � 'q ' ,SF " © , w4ti'�"1j 9 CONCRETE.TO BE PLAJN; UNREINPORCED, MINIMUM 2600 PSI. 25 DAY 501E TEST. CON5TRULTION MANVALi hN1D'7HE NY'ENER6Y CON5ERVI:TJDN,CADE: 48. AI.F.F.F. » ABOVE'FINISHED FIRST FLOOR. - I,l PREDILATED ON THE ABOVE gOIL.GON511MPrION. IF OTHER SOILS ARE,ENCOUNTERED, 52. ALL PLUMBING FIXTURES S*W.L BE. INENVIPUALLY' T ,'RA, PPED: AND V%TED AS REWIRED BY NY CODE. 49. ALL PLYWOOD WEE 4TRUG'ILRALLY SHA-L'MFFF THE ,PERFORMANCE 5TANDARD5 � � � ' - I - REMENT5 OF APPLICABLE U.S. COMMERCIAL 5TANPARP5 I LOWER BEARIN&'� VALUES ARE, TO 8E ASSUMED AND THE FOUNPATIOM MUST BE REDE516NED. CAST:IRON,PIPE, SHALL' LO'1NFORM WITH,LOCAL CODS RE, Gtl11REMENTS WITH APPROVAL JOINTS; PIPE ANp A.L,OTHEK REQUI G ' 99. HERO T AND; COOLING; ' AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED „ "'LI� IL I;: MDIVIWAL' SITE CONDITIONS MAY AL50 REWIRE SPECIAL FOUNDATION DESI&N, WHICH SUPPORTS AND, GLEANED% FOR THE TY , ',.' OF THE PLAN PURCHASER OR BUILDER. - ION* SHAL,L'COMPLY WITH A5HRAE,STANPARDS., BY AN A TING AB,ETHGY. +d ` IB THE RESPONSIBILITY. / IL I ^+ - 94. LOCATION OF 9!V!dSpt1T' !SA9H5 ASPMD.E.G.ATHGN 150. GONTRAGTOR SHALL'I:OCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR LI=GEN17 'J 95, TW,SM ERAL CQNIRAOTOWjBUILOERt SHALL MAKE ARRAN&EHENTS WITH' TO EXCAVATION. CONTACT ALL UTILITY COMPANIES IF RELOCATION IS REWIRED - , w ' THIS PROJECT. THE OWNER TO 5EI,.EO7; P4tOVIDE' AND INSTALL AS, REQUIRED(PER NEC, . ANO/OR REPAIRS " " NE.M;A; NAT PWMBINO:GOfISF;I A.S.ME,' ANP AS.H,R.EI SPECIPILATIO,NW ALL - .. .. _ [y(1�.�} f�q�{; 311E�., HEATING. VWILArINz ANW, AIR,a4NDITIONIN& EWIPMIENT WHICH ARE NOT 51. WIND BORNE PEERI5 PROTECTION, BE CONSTRUCTED 'N.J' ^"':; ^ "� I�� 'OTHERY,VI9E 9HOWN:ON THE'�E 4RMVIN6B" WOOD STRUCPTURAL PANELS, WITH A' MINIMUM THICKNESS OF -1116' AND A MAXIMUM t r I R I t� 06. THE SEWR-EE DISPOSE,$.'-S'r'!STEM-AND FRESH:INAIER L')" SYSTEM SHALL 'SPAN OF'S FEET SHALL BE PERMITTED, PANELS' TO BE PRECUT TO COVER THE �,' - '' {I.',' ' " f BE AS;RfiOIJIRED BY TtIB 1.OGAL. EFOARD ELF HEALTH'' 6LAZF.p OPENIiH&5' WITH ATTACHMENT HARDWARE PROVIDED.,�] 1.„Orr 1 ABLE R402.2 MINIMUM 5PECIMED COMPRESSIVE STRENGTH OF CONCRETE 9T. OoPYRt6or 2005, REPRGDUCTION OP THgSE FL.",.IN, ANY FORM WITHOUT THE'WRITTEN :' � iI I ��L._, I'll Ll T UJ D' !II- AY NOT'8E'FILE FOR Tn� , FAS SPAGIN6' . Tta ` HEATHER POTENTIAL, "4 FOOT TE SEVERE OF CONCRETE DONSTYPE OR LOG ON -FOUND TIO AND OTHER CONCRETE BASEMENT WALLS. A NS E PANEL SPAN ' , FOO 6 T '2,400 , 2,500NOT EXPOSER TO WEATHER"BASEMENT 12' A" 21%2`;DO WIND SCREWS SLAM, AND INTERIOR SLABS. ON GRADE, L��U&IBLET'7CJDERAiRUGTIONATI 2,500 , . BXCEPT OARA62,FLOOR SLAM ' ,'BASEMENT 1�0, - D-1 "SEVERE' WALUs.-FOUNDATION WALLS EXTERIOR WALLS MODERATS 5W,SHT TO II CONSENT OF THEAROW ECT,'15 PROW :Ifbr TH PLI!I1N5 M D R THE ARCHITECT CONSTRIK.TION PURF09E3'M AN1'BUIt,PING'PEPA 7M1S^WI ' VLi1T(EN�AVTHORWEATIOW' „ANY USE OF.'fPIESE FLANJT FOR'AN''Y PURPOSE, OTHER . BY THE VlM , I ILL2&AL AND T 'I CFA Y AUTHORIZED 5 THAN THA SPED PI LL ORi .OF Fit MAY�SUB.IEGT 7(AE;,THIERE'OF TO THEPAYMENTOF FLWL GOMMICR510W5.' 58 THE AT2CyiTZOT,HA'S NOT VMN ArTAIN.B 2 VY THE,OYWER OR LOKTRALT'OR TO REVIEW OR1=7 THE, 917E THAT THI5 PROJECT IS -TO `BE BUILT ON - AND A NQN5IBILITT' OF STRLGTURAL DE516N'TOTWE - PRCJP09EP SITE, N4...... . SJR: THE , --, O,, THESE DRAW(. AND -roP-PQIFICAT9yiN9-T O.CONFOFtM.,w-AKY DEERE„WITIi'oRb1NA'Ni'.E5 AND LAM ' APPLICABLE AT THE Z% FAS SPAGIN6' . Tta ` HEATHER POTENTIAL, "4 FOOT TE SEVERE OF CONCRETE DONSTYPE OR LOG ON -FOUND TIO AND OTHER CONCRETE BASEMENT WALLS. A NS E PANEL SPAN ' , FOO 6 T '2,400 , 2,500NOT EXPOSER TO WEATHER"BASEMENT 12' A" 21%2`;DO WIND SCREWS SLAM, AND INTERIOR SLABS. ON GRADE, L��U&IBLET'7CJDERAiRUGTIONATI 2,500 2,500, . BXCEPT OARA62,FLOOR SLAM ' ,'BASEMENT 1�0, - D-1 "SEVERE' WALUs.-FOUNDATION WALLS EXTERIOR WALLS MODERATS 5W,SHT TO II AND OTHER VERTICAL:GONCRETE WORK EXPOSED9000d - WH 1 •` AI rL n .? H It s f} C /^/4, ' 5,000d . ,iv)MA7NER ': '1 TO HEAVY' PORCHES' CARPORT SLABS' AND BTBFS EXPOSED TO 2,500 f9000do 5000dp THE WEATHER AND 6AR"r FLOOR SLABS, 1 FOR at, 1 POUIV i8R %Lb% &NIGH 6 a. AT 26 PpAYS P51 11 - b. 6M TAg4E 8901 POR WATHM POTENNAL ,T i!MINS EE AIR-EHTRNNED c, GONGEETE IN LOCA ICJNG THATMAY W -IM-E 10 Ni AND THA iIN6 VMM& Z0NSTRUCT10119Hh1J- O IN ACOORbA E WITN'FOOTN0IE d,' d. C4%O*EIE'5HA(,L % AIR-ENTR NI ED- TOTAL NR CONTENT (PER4EHT'BY Vow -m GONCRETW SHALL NOT Be LSSS THAN 5 PERCENT ' OKMPDtt THAN rpmw,,mm, ., Be '»EGTON (2.1079 FOR MINIMUM 4043m CONTENT CONSENT OF THEAROW ECT,'15 PROW :Ifbr TH PLI!I1N5 M D R THE ARCHITECT CONSTRIK.TION PURF09E3'M AN1'BUIt,PING'PEPA 7M1S^WI ' VLi1T(EN�AVTHORWEATIOW' „ANY USE OF.'fPIESE FLANJT FOR'AN''Y PURPOSE, OTHER . BY THE VlM , I ILL2&AL AND T 'I CFA Y AUTHORIZED 5 THAN THA SPED PI LL ORi .OF Fit MAY�SUB.IEGT 7(AE;,THIERE'OF TO THEPAYMENTOF FLWL GOMMICR510W5.' 58 THE AT2CyiTZOT,HA'S NOT VMN ArTAIN.B 2 VY THE,OYWER OR LOKTRALT'OR TO REVIEW OR1=7 THE, 917E THAT THI5 PROJECT IS -TO `BE BUILT ON - AND A NQN5IBILITT' OF STRLGTURAL DE516N'TOTWE - PRCJP09EP SITE, N4...... . SJR: THE , --, O,, THESE DRAW(. AND -roP-PQIFICAT9yiN9-T O.CONFOFtM.,w-AKY DEERE„WITIi'oRb1NA'Ni'.E5 AND LAM ' APPLICABLE AT THE Z% - 'DOOR I III ��„Tyy11 y' .<.)� 11 I JM �' ="POURED GONG. '" SPU' T Ii A 10 I ItN 41 1 T!11 : :-'I�', �_�� TSE .:'K.� Jl''JS APLATt4N,DF. "+T` : TO'4F+u'>". 1 ' F - GAIW'FgR ANY,PERSUNA I: !,i R1 t�oR uNLEss AcT N1, uq a�R . h''.' q, ry A;T r: 't ISE - io /�' N- I"a, "Ty, 'k�F,' THE P Cr�+,,tlN:, ELF A .. a„ -,a: ". a 7+115 TABLE 15 50,580 ON, 110, MPH WIm 9P® AND A 59-PLYIF MEAN ROOF NEI6HT.-r:NF,.t %1 P 2 N "PR(iFEP861QNA!: NPN1 R; " t a ,r I , c b. FASTtiil9 91AAI.E PE' IN9TAl;LE9 AT QRF,Yi51N5 8109 OF THE WR'fD sTRgG1URAL PANEL I''AW _y,P, ^ lfi DR _'k';1L"fN :' Alibt'p - D: tNll.S ^,.MALL BE ICM GOIMON iR 17d BOX NAILS' • . ,',:i.o �y� :+,'�i�, �" ;. !k 'AIF' . r '. 1$fb.N'i�:It� " '/' "+ TI D- VP1etE 9GREYL9 ARE ATT I1�b re MASeHRY aR,AtA90FRYkSTYL.e.. THEY'9HALL m I:ki/A y, KI,YKiS4Tvf IAia i _ ,. TABLE R56130U CLIMATE AND 6EObRAPHIF DE51ON CRITERIA - ' . FAS SPAGIN6' . Tta '. WIND .' "4 FOOT 6 FOOT FROM FAWNER TXIE ' PANEL SPAN 5 4 FOOT' E PANEL SPAN ' , FOO 6 T PANEL SPAN . i 5 FOOT 2,1/2' 06 W00D, 5GREW5. IS" 12' A" 21%2`;DO WIND SCREWS I6" 16' III` - 'DOOR I III ��„Tyy11 y' .<.)� 11 I JM �' ="POURED GONG. '" SPU' T Ii A 10 I ItN 41 1 T!11 : :-'I�', �_�� TSE .:'K.� Jl''JS APLATt4N,DF. "+T` : TO'4F+u'>". 1 ' F - GAIW'FgR ANY,PERSUNA I: !,i R1 t�oR uNLEss AcT N1, uq a�R . h''.' q, ry A;T r: 't ISE - io /�' N- I"a, "Ty, 'k�F,' THE P Cr�+,,tlN:, ELF A .. a„ -,a: ". a 7+115 TABLE 15 50,580 ON, 110, MPH WIm 9P® AND A 59-PLYIF MEAN ROOF NEI6HT.-r:NF,.t %1 P 2 N "PR(iFEP861QNA!: NPN1 R; " t a ,r I , c b. FASTtiil9 91AAI.E PE' IN9TAl;LE9 AT QRF,Yi51N5 8109 OF THE WR'fD sTRgG1URAL PANEL I''AW _y,P, ^ lfi DR _'k';1L"fN :' Alibt'p - D: tNll.S ^,.MALL BE ICM GOIMON iR 17d BOX NAILS' • . ,',:i.o �y� :+,'�i�, �" ;. !k 'AIF' . r '. 1$fb.N'i�:It� " '/' "+ TI D- VP1etE 9GREYL9 ARE ATT I1�b re MASeHRY aR,AtA90FRYkSTYL.e.. THEY'9HALL m I:ki/A y, KI,YKiS4Tvf IAia i _ ,. TABLE R56130U CLIMATE AND 6EObRAPHIF DE51ON CRITERIA - ' . . I '. WIND .' ., .. - NUTS T 7O D .. 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Y„ "1, S kf•F''t&, T¢',. - 'r ab,S`rti P { }I r 1' rvi h w.-. t EXI5TING HOUSE NEW ADDITION t - i TOP OF RIDGE ELEV. + 24x_511 a 4ry 3' 2+� `4^ I I TOP OF CHIMNEY f -'TOP OF RIDGE _. V ITIMRIDGE ., TOP OF RIDGE r ELEV. + ISf_2f1} r' w J JtJ� tisYV, FIN. ELEV. CE+ILING Ll_ Ll 'N FIN. I5T FLOOR ® ELEV. + y-5.. - ^ .,;`a•I"'est r' ® I a GRADEIN .�-------------ELEV. +0 i RADE IN FRONT + O'_Orr u fi 1 FRONT ELEVATION t�'' I �xry Pl- �x — _ rf; I n ixrd G 1�AII�11��11 1 .yen'r.4 f rl 1 1 kft- I NEW ADDITION EXISTING HOUSE F TOP OF RIDGE ELEV. + 241_5rr Y ^ TOP OF CHIMNEY ' ELEV. + 22'-01: ` TOP OF RIDGE � , i4 ELEV. +Iq'_4"9T Vk TOP OF RIDGE mom— — _—- _ rl R',tr xa qa M,14 ELEV. 1 TOOF P rh �_ ° t r. ELEV.— 13' O"W - , r, a�ri x. r u, F. h n' FIN. CEILING li jy - ELEV. � t i jtt'� ✓ M 1rn3 FIN. IST FLOOR „ ELEV. - r - p �� 1 9' � R��"� iyv3�"� •: GRADE IN A �_ ELEV. + O' -10"4i tt _ Lm_J 6 Q, AT" ARELEY,4TIONq* , 1/411 : 'r ,, � I , r 1 .n: : 'L : ',. , : _ „ u, '.' , .:, y,- „' pf J. :,. i :r:, •, :' "I i c.k r4'f y �M v, { ..:. -- .1,1^. ,. .- i„i_:.. , _ I,, „. I ., .' . r„ _:. 1 :, i ..:, ,_. :. .. I, .. N-, i J I S,:r.di l' r. '.t'• ff :' c1� A 3 - _, .. .... '-., .. I f : i n i:_ _ _ _- , -., i .. „ I .. .i.. .-0 `l i” 151''• Jk' _ -„ v M -- l : .: u I e .. a... l .,. -r , ✓i. r i v ��j r L ,V. do { .�. .,.Y,.f, �¢,? , r, � .kr, .. d- kx..,11l�v},.�b .4:". , :�n y, '(+k � rb, v !F• �J,:� � YY 1, N R.^ 1 ,• 1 ,.: ..1d: ^•F. r<^T 2, T'A'J f I� cM'[Y ' -A' ea''nr :^I M a i S FM re s .«m tmilr,^A^„{p— :.. 1.,, ,. , .r ,�1"a -e: ,., „,:-d .t {' Rln -i. .Y 7. .. ti 'i. r T �y7u'k 1:r, .,. -'ke F. -,.px• .Vr a; ., ,!. -,',�. ..m'e.' 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JY'. 14Y' �'T geSNM`,. V- VIh n p'+5,j>., r. .,[,y� s,��l,,e.;,n;4, P 'a'Eh, 5F 'iU� w�,.i �"w ,. .• ,g „�, 1 y I h - .' _" 1 ,S r 1 - 1 �� L}t �� 1 b °'x; hR ai�+>k�•'1����1 'A d i �” Icy 7 _ LLL NEW ADDITION EX15TIN5 HOUSE - TOP OF RIDGE ELEV, -+24'-5" - - - ., .,V FI r �''3:vt yyyytm�� U a{P J i Ir��lr5-tlR 1. — TOP OF CHIMNEY IF ELEV. + 225_0:. IF r *i a c ' tY'1 [ TOP OF RIDGE - 1 - tar �," .a FF 1 � r11 ELEV. + 19'_4'1 rp 4 ny' ✓f 3 , TOP OF RIDGE ELEV. + 13' -OI -- - Ath OF e 4. 5, FIN. CEILING ELEV. + 10'„5,: i u-[ r hTivr tl ,x FIN. 15T FLOOR _.._. _ n -Fit il Fit FLEX. + 2r_S,r _ la Ii{C� ' M i I 'I � i i ptH} iT �,� . GRADE IN E R . �. ,. ,,, _ ELEV. + 05-10° it I � i t I Ir: i a P x Irk'ji I!1 t lys _' i t�'rlp i�f',Ad , i3n,r 1 ,r RIGHT T /w�� 9JJ 1 E� f 1 S IDEELEVATION �� iGH I 1 ,�„�; rr-0y, /41yII�A11E ,n '41 'Im Y/ II [ :r 1I j1ry frit 4tr I� �u vjlgl.,r P 'tar lie 1�1 1 r{ II 4" i 1, V C- C rim 1j I{m� i�r7A. 5r ri .,. j t a! I I ¢ d o r R 1 f4 xt 1 IF y r >�4y s 1+ 1,Iw S 1 a d a Ila IFhill k i«1 e�47 J+,I dsyl Ird x S'��sIIR'${f °� EX15TINO HOUSE NEW ADDITION 9 t t s $ - 0 It TOP OF RfDGE r �rklrz'vt��t k"hef P4 , u 1 �"4+rl✓N'y� '- ELEV. + 241_51, 1 chip - - kiv 'plat") tl r V v t TOP.OF CHIMNEY,F F,V } v d u�ulr'ti n't srlvVkrla .I ELEV. + 22r_O1,it p r ------------- I' P' R TOP 01"' IDLE- ' _F 4- `} 1 i 1 A TOP QF'. RIDtSE '.' ;1 , r ; t } . + I av1�1 �i"SF TOP FRIDGE' r n O J ,1 on TOP OF k1beE FIF fit, I IF FIN:'GEILIN6 - _ d o, i ELEV. + f0— 71 1 .PF 4roes +Ii;,,'x j •sat•' CI,W I IF )'FIN. IS 5 T FLOOR r ' - + 7-5° & z? IF 1 1 } 5a h N � : �, � � -'._i t _ ` 1.am -M GRADEIN ,+ p'—I—I AR r . , Sv 1 ,i Ka x ELEV Q" t -: „ o -a e �f,^RY,ly3-r 5, 1 .'rrt1, . 1''� '.,. ' r _.. � � .,r • y" 4 y.,, p „ .nrd�rr-7{�.��,y �d '114 � � ,'y, ' '^ i J4 T1 � v�n w � I ." I . jf l i r, a 6 t t t>• r a 8 .� "jPRO ' GRADE IN NT - •� , . ', r e ,''"`�, a> I'M ,) s TM'C'' - � ELEV.' + 0'-0,1 1 - ' � I } r' 1 'v � S 1fl:V ly'•S�IF lC�jX� vs� r Rt I 1 - CrJrr.# r _°at JI S 11' r 2 ELEVATION , LEFT 5 DE � - ' 1 I w M 4' �1 Z, ea lj 1 1'u 'l 1 .P �M1• 'C' P: ,'DRi IS �' 'A. n r, 1.. - _:,. ....r. ' .,. ,:,,. .,.,r„ 1,.:. ,-.: . ... .. '1 u,..-.,,.0 .-:,::. ...c .,, -..: .•, ^. :,, . r. ^1.1 �' [,.1 b. .f. G rr ...a ,Y,1. Au J ..:i+r .moi ,l�l yy Aldr rt"l;. .,:. .:, -.., „ ,. n D :, , '. .•., _ °„ m 1. .1 ..Y FtL. .N1, I 5 id .1. , ^ ..'. L: .,.. '9 :i 1, . a 's., AEu,.� t_.L Lvadb,n s«. trNV'kt`1&x._{S>�.- _ S-iirx.' � ,..z-vtw'.��1�°k�is`4�')E"a `7z�F.r'�.;`„ : t 4,.5:,�"�vhB1 b �, • o~, ,. n z, � # I 'a. 21 �ft� p Z L I T `7! 'IFi�ryi6y'.,vZK vd5 Y 1 P DEL TOP PLATES ij;l -T , , I , L I I I : , - llj I q v ATE DBL TOP PL DBL TOP PLATES OMP051TION SHINGLES 1/2" PLYWOOD ROOF DECKING H "Z op \/IN,' HORIZ. VIN -TL SIDIN& PLACE 5TnCT, HDR. DEL TOP PLATES ^:p mr-rkj�. r -=m I If 2x4 CRIPPLE STUD5 (TYP) ON 1/2" PLYY4000 SHEATHING ON '/2 P r -WIN& PLAN 0 NON 5EAlZIN5 NALI-5 m (2)2xlo HEADER (TYP) V VINYL FASCIA WRAP FLASHING FLASHING (2)2x10 HEADER (TYIP) (2)2x10 HEADER P) AR 1/21, PLYWOOD BEARING WALLS 2 2X& ASPI A5PHAbT SHINGLE YL 1/2" PL f RE: PLA RE, FRAMING N /4" x 5 I/Z� 61-0(�KIIN(5 ROOF PLYND. ROOF CRIPPLE 1) 2xb fmw VINYL VINYL LINEAL (FRONT ONLY) DECKING HEADER (TYP) RE, FRAMING PLAN LOAD BEARING CONDITION— if PINE RAFTERS 1/2" PLYWOOD SHEATHING 2x RAFTERS ILEW xIO ONLY , q) HORIZONTAL VINYL SIDING 2x(o CONT. WOOD BLOCKING 2xb X 1/2" PLYWOOD SHEATHING IHMOR Dom AN00011 WOOD STUD WALL INTERI `\GABLE lz' RAKE 12 512IN6 /'-c�R00F/AALL CONECTION I�VTYPICAL: IST FLR� HEAVERS , f A r `NTYPICAL 2ND FLR. HEADERS 1/2' PLYWOOD WALL SHEATHING ROOF RAFTER. EAVER VARIES RE.NINDON 4 DOOR HDR. ROOF RAFTER OR TRUSS BAT-. INSULATION 1/2' PLYN0. ROOF DECKING 2 E3 ATT. INSULATION COMPOSITION 5HIN61-E5 f 1/2" PLYM. ROOF DECKING 1/2" PLYV4000 WALL SHEATHING ASPHALT SHINGLES 18 Ga� HURRICANE CLIP AT EACH RAFTER BY "SIMPSON 5TRON6 TIE". f 8 WIND BARRIER 11 [A WT NAILER BETWEEN RAFTERS 5/4 BLOCKING &UTTER AS 5HONN ON &U ELEVATIONS ELEVATIONS WINDOW MANSE GUTTER P5L TOP IONS PLATE— AS SHOWN ON 2 x DBL TOP PLATE 2xb FASCIA N/ALUM. WRAP s A� �V. TYP. WINDOW UNIT 2x(p FA5r IA YVALUM. NKAP VENTED VINYL SOFFIT VE NINVOK'FLAN&E 1/2" DRYWALL VEmTEr> VINYL SOFFIT L BATT. INSULATION (TYP) (TYP) ORIZONTAL VIKYL-51VINC, 6" TO WEATHER 0 id CAULK 'J- CHANfIEL IN ATION doo 1/2" PLYWOOD SHEATHING 1/2 HORIZONTAL VINYL SIDING 6" TO WEATHER 2, IZ LS 2x WALLS 0 HEADER VARIES, 1/2" rvYP.E)12. 1/2 3 ON V2" PLYWOOD SHEATHING RE: HMON 4 DOOR HDR P. KNOCIA (1j)TYP. EAVE QNS60E TAIL CAP SHIN61-ES ,--VC� FOWN ROLL -A -VENT ROOFI� FT -LT MYN� MUM 2xo 0� WAFTms MALL —ASPHALT SHINGLES OR 2xio FLOOR JOISTS OR AS REOV n FLM 1/2" PLYJ�0. ROOF DECKING ROOF FRAMING OR TRU55 lx6 FA50A eur�RJM= N' sorflr -- R117cle BEAM RAFTERS ONLY uo 6A, N07M DECKINS TO BE MIN ReVe� INSULATION AS REGIV CUT BACK 2" eoNry 2.4 R5 NaLATION AS RzWo P. 'XA=G SMATHINS, FM cmm J vp" /1�\RI06E VENT. APPLIC. rK`\FL00R JOIST DETAIL r.TBRIQR, KAL L W r DETAIL �)4015T .\P,-/JO15T PARALLEL TO Y4ALL' �;KA"Ag,"o lZROOF p FDGM FRUSH FbM VAu VALE ALL 0 FD= FUMN FDM Ft= rLm xm IT IS, A, JIM jam m�mm KXKM J= J= �Tm XACKM 41 mom A �pa ja= AM (�swpm k f rFmvm WS"IW L V~ 3AFJ= lit =00 RW J= AM suppm GELLING ?RffA= CERM �M H �pm WALL .VALE' WALL (�,)BHFARYSALL To rm-\Jol�51 c2qC1910P. WALL t7N,1015T ®EXTERIOR INALL r-o015T 0 TE EXHALL -Q,1015T J W�.,JFOUNVATION D8L, RIM J015T PARALLEL TO P%ALL \tVPERPENDICULAR TO HALL \J0I5T PARALLEL TO HALL, Vil BLOCKING L I T 'IFi�ryi6y'.,vZK vd5 Y 1 P 2 ij;l -T , , I , L I I I : , - llj I L KixN `�Y 74 1"Ir �;,T' 7, A eU 1,­1 1 ��Il 4�, P , "1!4t U gq I I MI A." 0 j "t Wf i5r .1 P 5� N p 'it -, Vt �A x Je Z Simpson Strong-Tie strong-1 HIS HUS OR US S Msan Strom-TitIY "g, C % Use every other CUT JIM A LENGTH IP LSiAlB In a row to Cos 1P I T codeI END center-to-center L LENGTH spacing for nulls CLEAR AR" SPAN MST AM END W= STHM4F Provide mlrYnum LENGTH A33P ON AV end distance S S-Tt j Ftt,Con Equal f A sped 5 In each end V, Simpson Strong-Tie CS Coiled Strop If NT06 AM BPij • 10 A35 LSTAW �7 71 SPS LT 1 SPI 12 S2 A j !t two H4 KI WA HIS MAS 'I I Simpson Strong-Tie MAS Simpson Strong-Tle Simpson Strong-Tie STM Sill Plate to Foundation He Pile to Girder Connections Me to Girder Connections PS720i FS418 ShIMW COMI ANC.HFWV 1 A LSTAIS CS MTS12 771- CS1671 A35F two H2.5 0 71 Ij A35F NTS12 H H2.5 (2) O LTP4 LTS TS12 SP4 -Tie Simpson Strong Stud to Band Joist Stud to Band Joist Top Plate to Stud Tie Simpson Strom Tie Simpson Strong RSP4 0 r. PS418 TKA �'JD1 T r 'IC I, S' T E'r N 1 I IkI