Loading...
HomeMy WebLinkAbout35047-Z 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. 35047 Z Date OCTOBER 5, 2009 -� a0 Olt Permission is hereby granted to: NANCY S MUELLER 18 MORGAN LANE LOCUST VALLEY,NY 11560 for DEMOLITION OF EXISTING ACCY GARAGE & CONSTRUCT NEW ACCY THREE CAR GARAGE PER APPROVED PLANS AS APPLIED FOR at premises located at 2252 PARK AVE MATTITUCK County Tax Map No. 473889 Section 123 Block 0008 Lot No. 011 . 003 pursuant to application dated SEPTEMBER 21, 2009 and approved by the Building Inspector to expire on APRIL 5, 2011 . Fee $ 315 . 60 - Au horized Signature ORIGINAL Rev. 5/8/02 rsf so f # TOWN OF SOU HOLD BUILDING DEPT. coutrtv '' 765-1802 INSPECTION [ ] FOUNDATION 1ST ' [ ] ROUGH PLBG. [ ] ' FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:. in ori DATE kwo INSPECTOR' FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) - --------- -------------- ----- • FOUNDATIpN(2ND) � O o ROUGH FRAMING& U� y PLUMBING • INSULATION PER N.Y. . H STATE ENERGY CODE b cj9 FINAL ADDITIONAL COMMENTS z rn d 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 SoutholdTown.NorthFork.net PERMIT NO. �7 Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ( U 1-5—,20 Storm-Water Assessment Form Contact: Approved i ,20 Mail to: Disapproved a/c Phone: Expiration 20 I E C E �n Building Inspector D U LICATION FOR BUILDING PERMIT SEP 2 1 2009 Date 0 , 20 6 INSTRUCTIONS BLDG.DEPT. OWN.OF SOUTHOLD comp etely 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,buildin e, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. �- (Signature o applican r nam if a corporation) (Mailing address of applicant) State whether applicant is owner, lesse age , architect, engineer, general contractor, electrician,plumber or builder � LA-EJ � Name of owner of premises `� l � I mo Oe, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. T-6 E 3 Plumbers License No. T 6 D Electricians License No. Other Trade's License No. / ) 1. Location of land on wh' , proposed work will be done: I ' /141& M Cl" House Number Street Hamlet / County Tax Map No. 1000 Section �` Block 0 19—Lot— �/ / fi 7— Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy / c b. Intended use and occupancy 5 a c 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work (Description) 4'. Estimated Cost 2 i o e) Fee " (To be paid on filing this applliication). 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /V 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories 'Dimensions of same structure with alterations or additions: Front '_Rear Depth Height Number of Stories S. Dimensions of entire new construction: Front Rear ` ' Depth Height Number of Stories i , r 9. Size of lot: Front / 00 Rear 0 Depthr 10. Date of Purchase Name of Former �er 11. Zone or use district in which premises are situated . (4:-j 12. Does proposed construction violate any zoning law, ordiation? YES NO 13. Will lot be re-graded? YES NO ��Will excess fill be removed from premises? YES NO C.��,- 'LZ S i -b �'1 v���.ti I� 14. Names of Owner of remises 114 J 0 t � T Address L 4'��� � �g�/z/ Phone No. Z � $ 707 Cf Name of Architect �h J c-k- Tcc-4 n 5 Address 2.v Cr G^--a. Phone No -12-77 l l g 3 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE RF UIRED. 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 V/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) CONNIE 0.BUNCH SS. Notary Public State of New York �I No.01IJU6185050 COUNTY OFSal nediSuffolk u0-Uk Ue, )A e--Y, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing c ntracct) above named, d (S)He is the C �- - 14 S (Contracto ,Agen , orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his 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 I_ - day of l 20 V Notary Public Signature of Applicant (, ,ED Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: s.c.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A I23 OQ& JL.W3 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---------------------------------------------------- Item--------------------------------------------------- Item Number: (NOTE: A Check Mark(.1)for each Question is Required for a Complete Application) Yes No ---------------------------------------------- Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? ❑ (This item will include all run-off created by site clearing and/or construction activities as well as all Site — Improvements and the permanent creation of impervious surfaces.) / 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? ❑ This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! — $ Will this.Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? F-1 — 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand(5,000)Square Feet of Ground Surface? a — fj Is there a Natural Water Course Running.through the Site? Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? El — 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to One Hundred(100')of Horizontal Distance? — 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? / 8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of ❑ / any Item Within the Town Right-of-Way or Road Shoulder Area? vvv (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ NOTE: if Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! ----------------------------------------------------- EXEMPTION: --------------------------------------------------- EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! — - -——————————————————————————————————————————————————— STATE OF NEW YORK, COUNTYOF That G lDl I ........ . ....5...............................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) CONNIE D.BUNCH A0� Notary Public State of New And that he/she is the Yt?r -{ :'�...1... LI E���......................................................... No.0lbU618505 York •5tialified'in'Su'ffolk'C0*6ri (Owner,Contractor,Agent,Corporate Officer,etc.) Commission Expires Ap�il'1'4; 0 )� Owner and/or representative of the Owner of Owner's,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 herewith. Sworn to before me this; ......... .....................................day of........ ................... . ....... ,20.x? Notary Public ........ .................:.................. .............. { .......................................... (Signature of Applicant) FORM - 06/07 ,� Southold Town Building Department ifF01 P.O.Box 1179 Permit#: 35047 54375 Main Road W n Southold,New York 111971 Permit Date: 10/5/2009 (631)765-1802 Expiration Date: 4/5/2011 Parcel ID: 123.-8-11.3 BUILDING PERMIT RENEWAL LETTER Dated: 3/14/2013 Applicant: NANCY S. MUELLER Location: 2252 PARK AVENUE MATTITUCK Work Description: ACCESSORY GARAGE DEMOLITION OF EXISTING ACCY GARAGE& CONSTRUCT NEW ACCY THREE CAR GARAGE PER APPROVED PLANS AS APPLIED FOR A FEE OF $365.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: NANCY S. MUELLER Address: 18 MORGAN LANE LOCUST VALLEY,NY 11560-2417 The'permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department Of Southold P.O.Box 1179 3o ell 54375 Main Road Permit#: 35047 O d' Southold,New York 11971 Permit Date: 10/5/2009 �y�j� (631)765-1802 Parcel ID: 123.-8-11.3 Expiration Date: 4/5/2011 �4 BUILDING PEEMIT RENEWAL LETTER FINAL NOTICE Dated: 10/7/2013 Applicant: NANCY S. MUELLER Location: 2252 PARK AVENUE MATTITUCK Work Description: ACCESSORY GARAGE DEMOLITION OF EXISTING ACCY GARAGE&CONSTRUCT NEW ACCY THREE CAR GARAGE PER APPROVED PLANS AS APPLIED FOR A FEE OF $365.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: NANCY S. MUELLER Address: 1925 GALLEON DRIVE NAPLES, FL 34102 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. 7010 1060 0001 1574 9608 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. SURVEY OF DESCRIBED PROPERTY 7J µpp SITUATE 100.�� £ MATTITUCK; TOWN OF SOUTHOLD 50,00„r' ' 2L �h 1 L. SUFFOLK COUNTY, N.Y. ��E�1096.76� PT11 2 f£NOE R 1 1 MpN SURVEYED FOR: CHARLES S. MUELLER NANCY S. MUELLER w Q jT m 1 TAX MAP NUMBERS AS SHOWN � 1 0 < GUARANTEED 70: 1 TM#1000-123-08-1 1.2 1 1 o CHARLES S. MUELLER NANCY S. MUELLER n � `� t7 UTI'LilYU.+, �y pOLE 1 � � tJ� 0 1 AREA = 35,521 S.F. 1 OR 0.815 ACRES 1 5 FOOT WIDE RIGHT OF WAY 1 ro FOR PEDESTRIAN USE AS PER LIBER 11711, PAGE 574, 575 1 z 1 Z- r `q 1 1 15' WIDE RIGHT OF WAY FOR 1 N PEDESTRIAN AND INGRESS/EGRESS Z a 1 AS PER LIBER 11711, PAGE 574, 575 1 1 r 1 s 1 0 1 1 c>, 1 1 0 CA ITY 0 11 UTIL POLE 1 N 01 1 1 1 1 j BLOCK 1 APRON CHAT LINK FENCE 1 0.� 1 1 1 1 f 1 ♦ ,{ 100� kb; 1`q 10 .00 0 11E j ,Lr�' N 7,8 1.5 z F o v to PLANTED { ISLAND -+ 1 z Z 1 CATCH BASIN t TM#1000-1 -08-11.1 n 1 r SLATE WALK n 1 / & STOOP 1 ' 5.6 1 1 WOOD FRAME o 1 RESIDENCE 10.4, N 1 BRICK PATIO r j 9.3' n 1 END AREA = 26,309 S.F. m Nm 1 FENCE OR N oz ro 0.604 ACRES p p OF BANK WOODEN STEPS WOOD W/RAILINGS ` BULKHEAD 000 STEPS APPROX HIGH W SURVEYED: 21 SEPTEMBER 2006 LINE THIS DATE 7`33'59"W 102.90 SCALE I"= 4D' \ 0 �+ O V c AREA AS SHOWN 0 GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY _ IS PREPARED,AND ON HIS BEHALF TO THE SURVEYED BY TITLE COMPANY,GOVERNMENTAL AGENCY, LENDING INSTITUTION,IFLISTF.DHEREON,AND STANLEY J. ISAKSEN, JR, TO THEASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ( �1 1 /�l� g 1 y P.O. BOX 294 ADDITIONAL INSMUTIONS OR SUBSEOUENTOWNERS• E F1 T P E 1 d D !\�1 G 13 A Y NEW S FFO LK. N.Y. 11956 Gly--?EAT 1 41iJLLL.��� 111 ���JJJ t/ ll 11 !! lJ 1�L� 1 UNAUT)fORJZED ALTERATION OR ADDITION TO THIS 631-7 4-5835 SURVEY 1S A VIOLATION OF SFCTJON 7209 OF p THE NEW YORK STATE EDUCATION LAN.! COPIES OF THIS SURVEY MAP NOTBEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL t�bC EN S E LAND S U RVE O R NOT BE CONSIDERED T08EAVALID TRUE COPY, ✓NYS f_ICc. No. 4 G"'' f 73 J6R 15,341 '' 'i r'+R�s-. ..ate^` r•' a mow... z O 1"X2" TRIM ON 1"X8" RAKE 1"X8" RAKE FRIEZE ~ DORMER CL U 8'-0" CLG. HEIGHT w p T.O. WINDOWS O � 3'-6" PLATE HEIGHT p Li L SWEEP SHINGLES 1x6 F IEZE BOARD 1x6 FRIEZE BOARD ; (TYPICAL) MATCH EXISTING VINYL SIDINGMATCH EXISTING VINYL r O SIDING <N N N 9'-0" PLATE HEIGHT N MATCH EXISTING VINYL SIDING W _T.O. WINDOWS _ LI 1 0 00 z ----- o V W it ® T.O. P.C. SLAB Q I I^ CLOPLAY O.H. DOORS \-10"O PERMACAST COL. AS SELECTED PER OWNER PER OWNER E LWEFT SIDE ELEVATION E FRONT ELEVATION (n4 SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" 0(IW O -� L J u n :D 7,Q I- DORMER 1"X2" TRIM ON 1"X8" RAKE 1"X8" RAKE FRIEZE DORMER ® _ — O Z 8'-0" CLG. HEIGHT --�-�- - —_—_-- --_-- — N _O T_O,_ WINDOWS- J Lo � LL = w W 10 �, Y-6" PLATE_I EIGff 28310 ~ IN p p i SWEEP SHINGLES i LJLA1 "' - - SWEEP SHINGLES Y ) 1x6 FRIEZE BOARD MATCH EXISTING VINYL SIDING (TYPICAL) (TYPICAL MATCH EXISTING VINYL SIDING o N 9'-0" PLATE HEIGHT N T.O. WINDOWS rJ( go o o� Y b � v r 1Ii"'1/� f MATCH EXISTING VINYL SIDING Cl..� �i"C I�/ ORi—UL MATCH EXISTlG VINYL SIDING i,®. {1 �-a [ ■ Z� T.O. P.C. SLAB -!CAT[---'IrI z : c~ o 10"0 PERMACAST COL. (� Jc a-a a- PER OWNER V♦ w E RIGHT SIDE ELEVATION E REAR ELEVATION -cW Q� PPROVED A �`'O`��� U 2SCALE: 1 " = ' " DATfIG I �^ 3 SCALE: 1/4" = V-O" 4 1 -0 / E: _ E.P., L co DO NOT PROCEED WITH FEE: ' .� E�:.,r..- -. x X i NOTIFY BUILDING Fr,i i i F,JIENT AT � o 0 FRAMING UNTIL SURVEY 765-1802 8 AM TO 4 P`J FOR THE m OF FOUNDATION LOCATION FOLLOWING I11SPEC T 10""S: ca- HAS 2E-L-11 AP PROVED. 1. FOUNDATION - TV'10 H7QU RED FOR POURED CC�,ICRE T E 2. ROUGH - FRA%l1l,G & (PLUMBING 3. INSULATION a. nfvaL - CO ,-7 t..�t,T. ,,N I,.,! "i � 0 " SL!,I, - I SHEET N0. CERTIFICATION OF BE CO' 1PLr1 r_ .,I? .,.0. �,l_L COf'i:�I�I,­�CTI }�J � � til L ��1�ET THE NAILING & CONNECTIONS RFQU!RElMFNTS OF THE CODES OF NEW RECUIRED. YORK STATE. tIOT RESPONSIBLE FOR DLSIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT-AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. r i y t.s• E ? r F-----------,_________________________________�----� .o II I R I 1r o I N ® 1 1 RR I cn -- --- - ---m cq I I w - -- —I - - ---W UNFIN STORAGE I �► I - - I ,�� I I o z cn I I 2" X 12" RIDGE BEAM I w II I I II I I \\ I �( IrkI - - - - - - - - �- - - - - - - - - - - x W, � - - - - - - - - - - - - - - - - - - - I i xo / 1 0) 1 \ � o I "° I I 0 � X / 'c' w0 / —i z X I I LL.I ? / 2"X8" r ' "XS" rr \ I / 0 16" 0 16" OC. \ I I I N ® LTJ LJ__ J (1) 11 1 I I — -- —J � W L------------------------------------------------- o I� R 0 0 F F R A M I N G ATTIC PLAN W U) T o SCALE: 1/4" = 1'-0" O W 0 J `z O R.J.. J II�r W :D 36'-0" �s r 3 4" STL. COLUMN- -- OLUMN— 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I 1 I I N F I I io -L --I ' ' Q <o d7 J o I I I I -----I L`' ----J I 11 e" Til JolsTs 360 SERIES I m O a n I I a I 1 6" OC I J o N = I - -o 11 Lo wI ® 1 I _ 0 4-6� x J (n I N ---M I I � ' ' N N 7 LL- 'A' L Q - - - - - I ( I N � UP 17R— --_— N ) (� ( � N N � 4" POURED CONCR TE SLAB OVER 6 MIL. _ _ I W I I O 3-1 3/4" X 11 7/8" �t ' �+ A R ' R w z POLYETHLENE VA R BARR ER ON WELL I — I FY ( ML. GIRDER N G A R AGE 117/am TJI JOISTS 360 SERIES I— Z CO PACTED ORDUS FILL ( I UNEXCAVATED ui I I 2"X10" FLUSH INTO FLOOR JSTS ( I ® 16" OC. I Q Q 0 i I I 1 LL 4" POURED CONCRETE SLAB o I © t 6" OC. n 3 1 " W 4 POURED CONCRETE SLAB o 0 F Of OVER 6 MIL. POLYETHLENE o I I F (� I OVER 6 MIL. POLYETHU--NE I o VAPOR BARRIER ON WELL �^, I 2 0 2 o c� x o VAPOR BARRIER ON WILL 2 0 3 N 3 N N �o o a a o COMPACTED POROUS FILL 3 N I � 2 I I J��, COMPACTED POROUS FILL � ° I I I I "�O ' ' I N 3 1 I I I 3�0 � ® I x M�z I oWN a o ; I Iv 1 1 F li fri o00 1 o L — n~z N = I I N 11 a" TJI jolsTs 360 SERIES 0 ,- Icz 11 ® t s oc. I I I I 11 11 11 ' - - - - - I o Um I IQD to II II I II II I II II N z I N 1HR, RATED 1HR. RATED 1HR. RATED � o I x II 5/8" TYPE X SHEETROCK (1 II 5/8" TYPE X SHEETROCK 5/8" TYPE X SHEETROCK X �10*0N II WALLS & CEILING I I II WALLS & CEILING 11 I 11 WALLS & CEILING 11 N O n, M I 1 I I ERMACAST COL. N II II 1 II II 1 II II N �/ ~ F I I I PER OWNER 11 DROP FOUNDATION WALL I� I 11 DROP FOUNDATION WALL 11 I II DROP FOUNDATION WALL 11 `v 1ITO MEET SLAB TO MEET SLAB I� I1 TO MEET SLAB II II 11 r 1 I DROP FOUNDATION WALL DROP FOUNDATION WALL DROP FOUNDATION WALL I I I CONTINUOUS FOOTING CONTINUOUS FOOTING CONTINUOUS FOOTING I 4-J II II ' II II ' II II 1 I TO MEET SLAB TO MEET SLAB TO MEET SLAB i 11 11 I II �1 ( 11 11 CONTINUOUS FOOTING CONTINUOUS FOOTING CONTINUOUS FOOTING I ■ } L — — — — — — — — — — — — — — — — — — — — — — — — — - 1 Li 1 9080 O.H. DOOR 11 1 11 9080 O.H. DOOR 11 1 11 9080 O.H. DOOR 11 ' Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t (2)-2X12 M.L. GIRDER 2 -2X12 M.L. GIRDER 2)-2X12 M.L. GIRDER a 1 3 CL cn Lu Lu 9'-3" 2'-0" 9'-3" 2'-0" 9'-3" 6'-9" 11'-3" 11'-3" 6'-9" W U Q 36'-0" 36'-0" DECEW [ cz cn X >< F 0 U N D A T 1 0 N P L A N F I R S T F L 0 0 R P L A N ca a I OCT 2 2009 SCALE: 1/4" = 1'-0" SCALE: 1/4't = 1 -0 ID m a BLDG.DEPT, TOWN OF SOUTHOLD SHEET NO. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. bpd .9 l'qq d i"` i a, TYPICAL ROOF CONSTRUCTION 2" X 12" RIDGE BEAM ASPHALT SHINGLE ROOFING TYPICAL ROOF CONSTRUCTION OVER 151 ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. z ASPHALT SHINGLE ROOFING 2"X10" ROOF RAFTERS 0 16" O.C. � OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 0 16" O.C. I— o_ cf) � � w o � I � m � (n TYPICAL WALL CONSTRUCTION = o_ cn MATCH VINYL SIDING TYVEK HOUSE WRAP 1/2" CD X PLYWOOD - SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. TYPICAL FLOOR CONSTRUCTION L 11 7/8 TJI FLOOR JOISTS 0 16-O.C. W/3/4" PLYWOOD SUBFLOOR 5/8" CYP. BD. FINISH T. &S. 3 COAT JOB (TYP) W � 2 1/2 C A R TYPICAL WALL CONSTRUCTION u GARAGE MATCH VINYL SIDING TYVEK HOUSE WRAP 1/2" CD X PLYWOOD c) SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. z W G=RAEDE n ry ® I� 8" POURED CONCRETE FOUNDATION ,: � a^ POURED CONCRETE SLAB � 8" POURED CONCRETE FOUNDATION Q � WALL ON A 8" X 16" POURED 4 MILL VAPOR BARRIER WALL ON A 8" X 16" POURED CONCRETE FOOTINGP CONCRETE FOOTING Q I CROSS SECTION 1 W.. (n ' � 0 SCALE: 1/4" = 1'-0" a_ w 0 - J a. W i/2"PLYWOOD :D SHEATHING SWEEP CEDAR SHINGLES ( 3/4"PLYWOOD SUBFLOOR 2 5/4^x4^eloac TYPICAL ROOF CONSTRUCTION SHINGLE ROOFING ROOF CONSTRUCTION ASPHALT OVER LT ROOF FELT FI 1/2" CDX PLYWOOD SHEATHING. ASPHALT SHINGLE ROOFING 2" X 12" RIDGE BEAM 20X10" ROOF RAFTERS 0 16" O.C. OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING, ---i s%a'RATED E X SHEETROCK 2"X10" ROOF RAFTERS 0 16" O.C. z WALLS k CEDING O J C) N 8'-0" CLG, HEIGHT0 U)J _T.O. WINDOWS _ J w F— Z 3'-6" PLATE I < <co (L TYPICAL FLOOR CO UCTION I U P t 11 7/8 Td FLOOR JOIST O.C. W/3/4" PLYWOOSUBFL T.O. FLOOR P ISWEEP SHINGLE DETAIL — = cn g'-O" PLATE HEIGHT cn "~ rn SCALE: N.T.S. c ti UN -- - E T.O. WINDOWS .-. TYPICAL WALL CONSTRUCTION 2 1/2 C A R O MATCH VINYL SIDING TYVEK HOUSE WRAP 1/2" CD X PLYWOOD G A R A G Eto ~- SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. I ti a� 4" POURED CONCRETE SLAB — 4 MILL VAPOR BARRIER F' T.O. P.C. SLAB °C .a -------- d 8" POURED CONCRETE FOUNDATION w 8" POURED CONCRETE FOUNDATION ~ WALL ON A 8" X 16" POURED WALL ON A 8" X 16" POURED CONCRETE FOOTING Q CONCRETE FOOTING U a 1� c co ti X CROSS SECTION m SCALE: 1/4" = 1'-0" U � SHEET NO. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7 TOP PLATE FRAMING TO ACCOMADATEw, .. - CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE r RAFTERS AND CEILINGTj DEFLECTION JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER L/180 ROOF TRUSS SLOPES THAN 6 W/NO TOP PLATES NOTE: FINISHED CEILING TOP PLATE– SECOND STORY O ATTACHED TO RAFTERS '.",» �.•�""" .�F '' " ' TOP PLATE SEE DRILLING AND A THIRD STUD AND/OR PARTITION INTERSECTING STUD INTERIOR WALLS AND H/1 80 NOTCHING PROVISIONS BACKING STUDS SHALL BE PERMITTED TO BE PARTITIONS JOIST IS PERMITTED TO OMITTED THROUGH THE USE OF WOOD BACKUP FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED CLEATS OR METAL DRYWALL CLIPS THAT WILL BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— SERVE AS ADEQUATE BACKING FOR THE FACING DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MATERIAL. OF STUD DEPTH MEMEBERS DIAMETER 40% o BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS Ext. WALLS W/ PLASTER OR H/iso OF STUD DEPTH _ WFCM SECTION 3.3.1.1.1 13 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 FRAMING DETAILS 5 8 MIN. TO EDGE STUCCO FINISHE / / / EXT. WALLS-WIND LOADS L 24 5/8 MIN. TO EDGE WITH BRITTLE(b) FINISHES „ ° T EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE JOIST ENDS TO BE WITH FLEXIBLE(a) FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING WWFF TABLE 3.1 NOTCH MUST NOT EXCEED 25% OF STUD DEPTH � AND BRIDGING BLOCKED AGAINST " GYPSM BOARD INSTALE LIN 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 16d NAIL AT 24 O.C. v7 BAND JOIST ROTATION IN ACCORDANCE ACCORDANCE WITH a. The wind load stroll be permitted to be taken as 0.7 times the TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3–END RESTRAINT component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o FARING BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE ALL CROSS SECTION OF CUTE of the cantilever. DOUBLE AND NCS MORE THAN TWO 5/ " MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED walls of sunroom additions or patio covers, not supporting edge of 1 IN.x4 IN. RIBBON AND SO BORED cn LAP JOIST 3 IN. MIN. CUT INTO STUD – WOOD STRUCTURAL PANEL glass or sandwich panels, the total load deflection shall not z NSTALLED IN ACCORDANCE exceed L/60. For sandwich panels used in roofs or walls of O BAND JOIST �—BOTTOM PLATE FOR FIRE BLOCKING d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 sunroom additions or patio covers, the total load deflection shall OR BLOCKING ALL PANEL EDGES) > Sd NAIL AT 12" O.C. ON ALLWFCM 2001 SBC HIGH WIND EDITION not exceed L/120 TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITION Ld SILL PLATE JOIST o . PANELI EDGES SECTION NOT AT CION 3 4 3.1 .1 FIGURE 3.3B ` s° a1 CORNER DETAIL SET WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2. 1 . 1 FIGURE 3. 3 A CRAWL SPACE ( '� GYPSM BOARD INSTALLED IN COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT \_SUBFLOOR �ALL NAIL AT 6 O.C. NOTCHING AND BORED H OLE LIMITATIONS ROOF/CEILING ROOF/CEILING FOUNDATION SLOABLON�GRADE PANEL EDGES) ACCORDANCE WITH WFCM TABLE 3.1 FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION WALL SUPPORTING 15 psf or Tess 25 ps1 PLATFORM f-RAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS BEARING WALL WOOD STRUCTURAL PANEL ROOF PLUS ONE STORY 1.0 1.t INSTALLED IN ACCORDANCE p� LATERAL BRACE AT 6 O.C. TYPICAL WALL FLOOR 8c ROOF FRAMING 16d NAIL AT 24" O.C. WITH WFCM TABLE 3.1 NON— BEARING WALLS: R602. 6 �� CX (2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) **'� Uj a. LINEAR INTERPOLATION SHALL BE PERMITTED Lv WIND—BORN_ DEBRIS PROTECTION FASTENING SCHEDULE 8d NAIL AT 6" O.C. ON ALL 2-10d NAILS (n FRAMING MEMB RS AT PANEL Uj FOR WOOD STRUCTURAL PANELS EDGES AND 12' . O.C. ON ALL ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST FRAMING MEMBERS NOT AT Z (b) INSIDE CORNER DETAIL PANEL EDGES SEE STUD TO RAFTER FASTENER SPACING GABLE END TRUSS FASTENER 2 FEET 4 FEET 6 FEET C PLE TUD IOR STUD TO STUD DETAIL � j PANEL_ SPAN < PANEL SPAN < PANEL SPAN < PANEL SPAN EXTERIOR CORNER FRAMING ENDWALL CONINECTORS Q TYPE ce 2 FEET < A A 4 FEET < 6 FEET < 8 FEET R QUIRED � 10-8d 0 WOOD"SCREWS 16" 16" 12" 9" JOISTS NAILS HEADER STUDS --FULL LENGTH 5d COOLER NAILS AT 10 O.C. 21 2" 8 16" 16" 16„ 12» A A WA STUDS ♦-- WOOD SCREWS NOTE: 2x4 BLOCK NAILED TO EACH BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. AT EACH END OF HEADER AND GYPSUM BOARD Q SECTION A-A AT BOTTOM OF HEADER STUDS IN b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. BLOCKING ADDITION TO CONNECTORS AT CR ER WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 7" O.C. Z c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. �L ". -_ R UIR d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE BOTTOM OF CRIPPLES 20 GAUGE STRAP W ATTACHED UTILIZING VIBRATION–RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE 1/2" SPACING FLOOR BRACING AT END BAYS TYPICAL FRAMING A N D UPLIFT 10-8d NAILS Uj WITHDRAWAL CAPACITY OF 490 POUNDS. Allows o e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) HINSSTALLATALLANTION (WFCM FIGURE 3. 7b ) CONNECTIONS FOR OPENINGS 8d NAIL AT 4�� O.C. ENDWALL STUDS � EXTERIOR WALL STRAPPING & ANCHORING SCHEDULE DOUBLE ) ,I, AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO 14MTES ATUU ARE ° ° CORNER STUD FACE OF FOOTING CEILING BRACING GABLE ENDWALL NAILS ° CONNECTED TO U HOLDDOWN o TRANSFER SHEAR w 12" MAX. (WFCM FIGURE 3. 7a) RIDGE SIMPSON CS-20-40 INCHES MIN, 6-8d PER RAFTER 602 LB RAFTER TO RAFTER (PHOS) ° Ct O RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER ° ° a NOTE: SIMILAR cn __ NAILS BASED ON 8-8d TO STUD CONNECTION 0 ° CONNECTION AT LL_ SHEAR WALL REQUIREMENTS 2-8d TO PLATES FOUNDATION, o FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN, 40-8d 1005 LB PER EVERY STUD ° 2-16d COMMON w7,//�/.. CONNECTION a ° NAILS AT 6" O.C. Q wO STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD SIDE WALL A END WALL L.L. ~ �� NO CEILING RIDGE TENSION STRAP 4„8d TO PLATE `^ " CENTER 2x BLOCKING H/2 BUT NEED OT �' DIAPHRAGM USE 8-8d COMMON NAILS SILL PLATE TO FOUNDATION ANCHOR BOLT (14") 7 MIN, EMBEDMENT TABLE 303.23 (SBCC1) PLACE AT 23 ON CENTER WITH 3' BEARING ` / H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT ,IWEACH END OF 1 -1 /4 BP-3 PLATE, 12" FROM CORNER OR SPLICE I SUBFLOOR EXC ED 15 FT. AX. EXXCEED 40 FT. MA - FOUNDATION DOUBLE WALL " SSTBL20 SIMPSON (14) 4685 LB PER IN 3000 PSI CONCRETE, LOCATION OF I 5,J32 L20D STRUCTURAL PANELS 20 GAUGE STRAP " N (CORNER) HOLDDOWNS AS SHOWN ON FOUNDATION PLAN �IV GABLE FACE AND ON WALL BELOW STUD (SHEAR) WO v, x 3 CONNECTIO (co ) I I BASED ON SHEARWALL REQUIREMENTS v 7) WOOD SCREWS 7 MIN. EMBEDMENT BAND JOIST FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING NOTES: ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL PREFERRED METHOD z Ld CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND RAFTER _ TABLE 3.2 FOR FOUNDATION CONNECTIONS, NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. I I 8d NAIL AT 12" O.C. ON J NAIL PENETRATION INTO FRAMING IS ACHIEVED. ,✓i TOP PLATE ALL FRAMING MEMBERS 'k INSTALL THROUGH FIRST FLOOR SHOE. ° NOT AT PANEL EDGES ° GYPSUM BOARD Z W HOLDDOWN ° RIDGE BEAM +_j m ° ° CORNER STUD 16d NAIL AT (PHD5) ° ° o CONNECTED TO PHD5 24" O.C. RIDGE TENSIONSTRAP DETAIL ° a ° TRANSFER SHEAR TABLE R301 . 5 NOTES N FLOOR TO FLOOR E f- 0 FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. DOUBLE SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING AT HARDWARE CONNECTION 8d NAIL AT 6 A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O �- W �' O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN I A B L E R 3 01 . 5 HOLD DOWN EDGES) SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND — r~ WOOD STRUCTURAL PANEL SECTION R802.10.7 FOR TRUSSES, ATTICS WITHOUT STORAGE ARE BRACKETS AT SHEAR WALL CORNERS, THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND ROOF RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) -- WINDOW AND DOOR OPENINGS: NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 } 20 GA. STRAP— WCFM HIGH WIND EDITION) Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE .� „ (A) OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT 1 -1 °C WIDE MIN. 3.7a & 4.7b) BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD CC 4 ®� REQUIREMENTS. GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE a W/(8) Sd NAILS ® 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND CIO EACH SIDE PHD5 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 Cn W ®I SIDE WALL PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES.it . ^\ EDGES) d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT 40 W ® I 0 ANY POINT ALONG THE TOP DECKS 0 e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 " PANEL INSTALLED IN f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE Cz ACCORDANCE WITH HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED x NAILING SCHEDULE 16d NAIL AT TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m (TABLE 3.1, WCFM 200124" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 0 HIGH WIND EDITION) Z. LOAD REQUIREMENT. 0 n z Fg. APPLIES OR STORAGE PER FOOTNOTEATTICE SbN�EE SECTIONT MEETING THE R802.4Q2RFORNTS ROOMS OTHER THAN SLEEPING ROOMS 40 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR r. o ALL FRAMING MEMBERS Simpson Strong — TI e " � AT PANEL EDGES AND (B) INSIDE CORNER DETAIL TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE S I m son S t r o n — Tie 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO A35— Chimney Framing p g FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 P H D CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET No, r,3 ROOF RAFTER RIDGE DETAIL 2 CORNER BRACING DETAIL PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE I TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS 3 SCALE: N.T.S. EXTER OR CORNER FRAMING MET: 3 SCALL_: N.T.S. 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY OR FRAMED OPENING IN ACCORDANCE WITH SECTION 807.1:AND 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING TABLE 3. 1 WFCM HIGH WIND EDITION (TABLE 3,2 B WFCM 2001 HIGH WIND EDITION) .J •�4 f.^ ••. NAILING SCHEDULE SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT The design of this structure is based upon prescriptive approach using the G E N E R A L N 0 T E S: Wood Frame Construction Manual (WFCM) 2001 SBC published by The Amerl ` CONNECTIONS RESISTING LATERAL & SHEAR LOADS Forest and Paper Association. Non- Structural lements are based upon the New 1. All works shall be performed in accordance with all state, ANCHOR BOLT CONNECTION FOUNDATION MAX. ANCHOR BOLT SPACING (INCHES) York State 'RESIDENTIAL CODE January 2007. municipal, local zoning and building codes and ordinances £ NUMBER OF NAILS RESISTING SUPPORTING NOTES 1,2,3,4 having jurisdiction and best standards of construction JOINT DESCRIPTION NAIL SPACING For the Climatic and Geographical Design Criteria see Table R301.2(1) on practice. 1/2" ANCHOR BOLTS 30 LATERAL AND SHEAR LOADS 1 - 3 STORIES sheet no. 1 The American Institute of Architects Conditions shall apply •,''^ °" 's`"� ``F 4-8d PER RAFTER 5/8" ANCHOR BOLTS 45 All non engineered lumber to be Douglas Fir#2 or better to all work performed on this project. RAFTER TO TOP PLATE TOE-NAILED Wind Limitations-Section R301.2.1 2. The Contractor shall verify all conditions at the site. Any CEILING JOIST TO TOP PLATE TOE-NADesign ILED 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 Desi n Criteria-Section R301.2.1.1. (See Table R301.2.1.2. for Wind-Born Debris discrepancies must be brought to the attention of the Architect 4-8d PER JOIST 2 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE g LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) Prior to commencement of construction. The Contractor shall be CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3,44,2, FOR Dead Load-Section R301,4 responsible for corrections not reported once he has started work OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHNG TYPE ADJUSTMENT FACTOR except for hidden job conditions, Z CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP IN TABLE 3,17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 3. Contractor shall guarantee to the Owner that all materials and O 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF',LATERAL Light and Ventilation-Section R303 equipment incorporated in the work will be new, and that all work COLLAR TiE TO RAFTER FACE-NAILED 6-8d PER TIE CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Minimum Room Area-Section R304 will be of good quality, free from faults and defects for a period Ceiling Height-Section R305 � BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) Son itationi Section R306 of one year form the date of the final Certificate of Occupancy. ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Bath and Shower space-Section 8307 4. The Architect shall not be responsible for the construction means, TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Glazing-Section R308 method, techniques, sequences or procedures, or for the safety - SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Garages and Carports-Section R309 precautions and programs In connection with the work, and he o' WALL FRAMING OR PANEL SIDING FOR 8d COMMON NAILS Emergency Escape and Rescue Opening-Section R310 shall not be responsible for the contractors failure to carry out the work accordance with the construction documents. The TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT INCHES O.C. " ANCHOR BOLTS) Architect sExit-Section R311 s cn Landing-Section R311.5.4 hall not be responsible for the acts or omission by w TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE 4' PERIMETER 16 E Ramps-Section R311.6 the contractor No changes shall be made In the documents EDGE ZONE F Stairway-Section R311.5 and/or the building as designed without the expressed written o 2-16d 24' O.C. Handrail-Section R311.5.6 consent of the Architect. STUD TO STUD FACE-NAILED E 6 5. The contractor and all subcontractors shall maintain continuous 16d 16" O.C, ALONG EDGES INTERIOR ZONE t6 F Guards-Section R312 HEADER TO HEADER FACE-NAILED Smoke Alarms-Section R313 insurance coverage statutory policies (Worker E Foam plastic-Section R314 Compensation, etc.) and general liability in an mount not TOP OR BOTTOM PLATE TO STUD (END--NAILED) 2-16d PER 2X4 STUD GABLE ENDWALL RAKE AND RAKE TRUSS P p ' z F 4 NOTE 4 Flame Spread and Smoke-Section R315 less than $ 5 million and automobile liability and damage O 3-16d PER 2X6 STUD In R316 coverage not less than $ 2 million. The Architect shall be 0 E- NAIL SPACING AT PANEL EDGE (IN) g 4-16d PER 2X8 STUD F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separation-Section R317 named insured on any and all policies. w t. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACHI Moisture Vapor Retarders-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Protection Against Decay-Section R319 insulation at all perimeter sills, BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOKING 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Protection Against Termites-Section R320 7. All wood in contact with concrete or masonryto be Wolmanized MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED ( FACE-NAILED) 2-16d (SEE NOTE 1,2 PER FOOT TO 6 INCHES 0. C. �. Site Address-Section R321 or pressure creosoted. 3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 8• A single station smoke detector alarm device shall be installed FLOOR FRAMING MEMBERS WITH G>0,49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED "� Flood Resistant Construction-Section R323 in each bedroom, on all floors and shall be all interconnected per code. TO 4 INCHES 0. C. ° 9. All bathroom without operable windows to be mechanically ventilotod JOIST TO SILLTOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST 4. TABULATED 4" O.C, NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING ° Foundation-Chapter 4 as per New York State Code, MEMBERS WITH 0>0.49, FOR FRAMING MEMBERS WITH 0.42<G<0,49 THE NAILING SPACINGS SHALL BE REDUCED Design based upon presumptive load bearing values of sandy grovel and or gravel BRIDGING TO JOIST TOE-NAILED 2-8d EACH END TO 3 INCHES 0, C. o at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor TABLE 311 WFCM 2001 HIGH WIND EDITION) P designed air-temperature of 0 degrees F. and 15 MPH wind, BLOCKING TO SILL OR TOP PLATE TOE-'NAILED . 3-16d EACH BLOCK per square foot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND 0 ° found upon excavation, regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate Is LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job, LOADS EXPOSURE B (- JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST Foundation Notes: 12. Plumbing Installation to comply with State and Local codes SHEATING LOCATION and the sewage disposal system to meet Health Department standards, LLJ STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING 5/8 Ancor Bolts (SSTB-28) See Chart on this sheet for spacing 13. Do not scale drawings. Use figure dimensions only. BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST OR PANEL SIDING FOR 8d COMMON NAILS 8" poured concrete foundation wall, 8'-0" high. 3000 test g g P 9 # 14. All work to conform to the rules and regulations of the New York UJ BAND JOIST TO SILL OR TOP PLATE TOE:-NAILED 3-16d PER JOIST (SEE NOTE 1) !I Minimum depth-Section 403.1,4, 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double SEE NOTE 3 1/2 ANCHOR BOLTS) 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. CD ROOF SHEATHING a" EDGE ZONE16 E 6 8 SEE TABLE 3. 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) 15. The Insulation protection as indicated on these plans exceeds Z F t2 SEE NOTE 2 4" poured concrete floor slob with 6x6x#10 mesh and vapor barrier the Code's minimum standards. STRUCTURAL PANELS 8d ( ) INTERIOR ZONE F 6I Domp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and 1s 2 DIAGONAL BOARD SHEATING 30"00"x`12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for E= NAIL SPACING AT PANEL EGDE (IN) CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q 1"X6" OR 1"X8" 2-8d PER SUPPORT F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. 1, FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT 17. Architect has not been retained for site supervision, on-sit@ ry 1"X10" OR WIDER 3-8d PER SUPPORT REQUIREMENTS SHALL BE USED. inspection and certifications as required or requested by the Owner, CEILING SHEATING 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH SIMPSON STRONG-TIE Foundation wall to extend a minimum 8 above finished grade contractor or local building department, G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. All footing to be carried down to undisturbed soil GIPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD F3. FOROR OMXTERIORR PANEL SIDING MON NAIL , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED M TS36 OR 1 1 /4" PourNo noon frozshall be set e herround or than a 3n0 feezin angleegree fromany other footing O 4. TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B I g g WALL SHEATHING I o COIL STOCK Provide 3 1/2' steel )ally columns. SIMPSON H-8 SIMPSON ` Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS _ F 8d SEE TABLE 3.9 5 " " AT EACH ROOF strep th and has been anchored to the floor above or hos been sufficient) STRUCTURAL PANELS ( ) Y ANCHOR BOLT (14 ) g y 5- 8D TO STUD RAFTER USE 8-16D braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS 4- 8D TO PLATE BP-3 PLATE FOLLOW PRODUCT SELECTION GUIDE AND FIREBOARD PANELS �� Floors - WFCM Prescriptive Method. " (EVERY STUD) 7 MINIMUM EMBEDMENT NAILS AT EACH END, Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION, INSTALLATION MANUAL FOR HIGH WIND RESISTANT Q 6d 3 EDGE / 6 FIELD SEE ANCHOR SCHEDULE, ►� CONSTRUCTION CATALOG C-HW02 7/16" ( 12 MIN OVERLAP PER Draftstopping - Section R502,12 25/32" 8d 3" EDGE / 6" FIELD ON DWGS A-3.1 AND A-3,2) Fireblocking - Section R502.13. Z COMPONENT ANCHOR BOLTS IN FOUNDATION USE: W GIPSUM WALLBOARD 5d COOLERS 1" CDGE / 10" FIELD SIMPSON Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie 5 „ 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING 8d (SEE TABLE 3.9) .� /e PHD5-SD53 STUD_ TO ROOF RAFTER spacing 0210 2X6 HARDBOARD Floor fists: see Foundation and Floor Plans, s acin as noted. 8d SEE TABLE 3,9 (14) SDS Ya X 3 WOOD SCREWS Fasten per Table 3.1 WFCM, SILL PLATE TO RIM JOIST USE: AT EACH RAFTER PARTICLEBOARD PANEL ( ) '�' 7" MIN EMBEDMENT ^ i - 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16 O.C. AT EXTERIOR PERIMETER Q CTIONFinish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1 2"DIAGONAL BOARD SHEATING ;D ;s �(SEE FOUNDATION PLANS A-3.1 AND Cj N i ' _ USE: (4)-8d / 'o P Ute_ NAILS AT EACH END 1"X6" OR 1"X8" 2-8d PER SUPPORT a•9 ° A-3.2 FOR LOCATION) Wall construction - WFCM Prescriptive Method. a o•> •D •° (MINIMUM DOUBLE STUD) Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: NOTE: » 3-8d PER SUPPORT D •'A o' .° WFCM, Table 3.1 table 3.3B,sections 3.2.2.1, 3.2.2.2, 3.2.2.3, 3.2.1.7 SSP CONNECTOR AT 16" D.C. 1"X10" OR WIDER o °,° ,4a•", ', , 1x6 fascia, wrap FLOOR SHEATHING , ;. ,° e• • o•��, • , USE (4)-Sd NAILS AT EACH END ATTACH LEDGER TO FRAMING Overhangs as noted, " D ° '•° *° Q'°�� °Q ° MTS30 \ Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1 2 X 5 LAG STRUCTURAL PANELS °,' ' 41- • . > . D ROOF RAFTERS / ° D . e D . o D . o Alluminum gutters and leaders. Siding: see Elevations. MTS 36 16" O.C. 1' OR LESS 8d 6" EDGE / 12" FIELD ° ' D .° o• 4 a A 4 a•• 4 a•°d411 4 ° Tyvek housewrap. USE (4)-8d NAILS AT EACH END BOLTS AT 16� ON CENTER " tOd 6" EDGE 6" FIELD >' 'a 4•° 11'° elm c ,° - SSP 1/2 plywood sheating, see fastening schedule, Table 3.1, 3,9 WFCM. FLOOR TO FLOOR CONNECTION USE: 1 GREATER THAN 1 / 'o D ,', D • >' D°�o D 2x4x Studs 0 16 o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. DIAGONAL BOARD SHEATING �•° 4 °•A 4 °•A,+tl °•A 4 .° 1/2" Gypsum wall board USE (4)-8d NAILS AT EACH END 1t•r - �;'r �'° o °D TFHEADER LSTA21 DO BLE P PLATE 5/8"Type X GWB in garage, (2) layers �' GWB at fire partition Simpson Strong-Tie 2-8d PER SUPPORT �' SEE PLAN 1"X6" OR 1X8 1 3/4 MINIMU D ' e °3 ;;o D 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: 3-8d PER SUPPORT EDGE DISTANCE ca4 o'.c ° KING STUDS At least one window In each sleeping room shall comply with the exit reglrements MTS 36, EACH ROOF RAFTER U210 2X6 I- 1"X10" OR WIDER D of section R310. USE 8 16d NAILS AT EACH END AT EACH CEILING JOIST a A ' • Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: 1. NAIL REQUIREMENTSAREA BASTED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS ° JACK STUDS figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER " 0- NAILED 3" ON-CENTER AT THE PANEL EDGE Follow exterior corner framing detail figure R602.10.5 4-10d X 1 1/2 v � TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR DECK POST TO CONCRETE CONNECTION USE: ALTERNATE CONNECTORS SUCH AS SHEAR PLATES, WALL TO FOUNDATION CONNECTION Roof assemblies - WFCM Prescriptive Method (WFCM 3aste Table 3.1/ 3.8) PBS44A FOR EACH POST SHALL BE USED TO MAINTAIN THIE LOAD PATH. Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section DECK POST TO GIRDER CONNECTION USE: 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED R905.6) PC44 FOR EACH POST TO BE REDUCED TO 1-6d NAIL PER FOOT. SIMSON STRONG - TIE Underloof slope application (Section R905.2.7.)nailing see table 3.8 0 1 1SO COIL STRAP - 16" O.C. JACK 0 SILL For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie percent slope), MTS12 ® EACH JOIST USE 4-8D NAILS EACH STUD up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), U210 2X6 ' underlayment PORCH POST TO DECK USE: AT'EACH DECK/PORCH JOIST shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PS720 (ALIGN WITH JOIST BELOW) STHD8 of •� M underlayment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720 'N " TYPICAL STRAPPING F 0 R hold in place. PORCH ROOF RAFTER TO GIRDER USE: FRAMED OPENING EXTERIOR WALL Starting at the eove , apply 36- inch wide (914 mm( sheets of underlayment, H2.5A AT EACH ROOF RAFTER 4-1Od x 1 1/2" overlapping ( ) y place. TYP CAL PORCH / DECK LEDGER U successive sheets 19 inches 483mm , and fstened sufficient) to hold in �JJ For roof scopes of four (4) units vertical in telve (12( units, ^' Ice Protfction (Section R905.2.7,1) CONNECTIONS O " Underlayment in High wW ind (Section R905.2.7.2) STU Y2 BEARING PLATE W Flashing (Section R905.2,8) Chimney and firespaces - Chapter 10 DOUBLE 2X MIN. Energy Efficiency - Chapter 11, see attached report FOR HEADER OR 'N Mechanical - Chapter 12 BEAM General Mechanical System - Chapter 13 r o Heaitng and cooling equipment - Chapter 14 ' z Exhaust Sustem - Chapter 15 Simpson Strong-Tie Duct System - Chapter 16 AC4 ~ o Combustion Air - Chapter 17 AT EACH POST o Chimneys and Vents - Chapter 18 Plumbing - Part VII _ /1 V) w Simpson Strong-Tie U -' WRAP UNDER SILL PLATE CS20 1X" COILED Yz" THREADED ROD L MIN. OVERLAP IS 12n STRAP. MIN 12" REQUIRED FOR STU 1�2 CZco OVERLAP AT EACH L STUD C3 M b 2"MINIMUM CNW NUT COUPLER o SIDECOVER `v �- o - 0 o MIN EDGE SI LL PLATE TO M JOIST AND DISTANCE* RIM JOIST TO STU D CONNECTION RT2.5 4.. o .a - 4��$�? ••''auo�4� � :°� � � MIN EDGE SHEET N0. >� A _: .. DISTANCE* SIMPSON STRONG - TIE FLOOR TO FLOOR Simpson strop Tie g *NOTE: SEE MANUFACTURERS 1 1 /4" co►L STRAP CONNECTIONS. ABT EACH POST FOOTING MINIMUM DISTANCE CHART FOR - 16" FLOOR TO FLOOR O.C. USE 4-8D CANTILEVER CONDITION INSTALLATION NAILS AT EACH STUD CONNECTION PORCH COLUMN CONNECTIONS MIN OVERLAP IS 12" Ift