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33664-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33444 ~ate: 12/16/08 THIS ~RTIFIES that the building ACCESSORY GARAGE Location of Prc~erty: 3312 SOUNDVIEW AVE MATTITUCK (HOUSE NO.) (STREET) (HAMLET) CoLu/ty Tax Map No. 473889 Section 94 Block 2 Lot 6 Sulx~ivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated J/LNUARY 28, 2008 pursuant to which Building Permit No. 33664-Z dated FEBRUARY 4, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY UNHEATED TWO CAR GARAGE WITH NO ELECTRIC AS APPLIED FOR. The certificate is issued to KELLY J KAELIN of the aforesaid building. (OWNER) SL~FFOI~K COI]lqTY DEFAR~4ENT OF H]~AL~{ APPRO%KAL ~.R~-rKICAL CERTIFICATE NO. PLD~4BEIAS CERTIFICATION DATED N/A N/A N/A ~t h~r i ~e/S ~gn~ature Rev. 1/81 TOm OF SO TOWN HALL 765-1802, APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and sub-' ....... ~muea to me Building Dep~.w~ the following' A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual naturalor topographic features. 2. Final Approval from Health Dept. of Water supply and scwerage-dispusal ($~9 form). -3. Approval of electrical iustullation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains le~s than 2/10 of 1% lead 5. Commercial building, industrial building, multiple residences and sim/lax buildings and of Code Compliance from arcbitect or engineer respousible for the building, installations, a certificate 6. Submit Plan)ting Board Approval of Completed site plan requirements. B. For existing buildings (pr/or to April 9, 1957) noo-conformiug uses, or buildlogs and "pre-existing,, laud Uses: I.Accurate survey of property showing all properly lines, streets, buildiug and unusual natural or topographic features. 2. A properly completed application and couseot to iospect signed by the applicant. [fa Certificate of Occupatacy is deafied, the Building InsFector shall state the reasons therefor in writing to the applicant. C. Fees 1.Certificate ofOccupaucy _ New dweliing $25.00, Additions to dw ' . Swirm'ning pool $25.00, Accessory buidiv- q,.~c a ...... elhng $25.00, Alteratm as to dw · - -s *~-,.uv~ aaa~tmns to accesso~3, buildi-- ~'~c ^,, ~, .oiling $25.00, 2. Certificate of Occupancy on Pre-existing Building _ $100.00 ,, ....ut,, oUsmesses $50 00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate ofOccupaocy - $50.00 5. Temporary Certificate of Occupancy. Residential $15.00, Commercial $15.00 New Construction: __ ! .... Old or Pre-existing Building: __ _ (check Oue) House No. - -- Owner or Owners of Property: ~ ~~./' H'---~a~et ' -- Igtlffolk County Tax Map No 1000, Section q ~ -- ' ~ubdivision Block · -' Filed Map. tealth Dept. Approval: /d/'-~ Underwriters Approval-~ qann/ng Board Approval: tequest for: Temporary Certificate ~ __ Final Celtificate: ~//"~' 'ce Submitted: $ ~ (check oue) 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. 33664 Z Date FEBRUARY 4, 2008 Permission is hereby granted to: KELLY J KAELIN MATTITUCK,NY 11952 for : CONSTRUCTION OF AN ACCESSORY UNHEATED GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR at pre~nises located at County Tax Map No. 473889 Section 094 pursuant to application dated JANUARY Building Inspector to expire on AUGUST 3312 SOUNDVIEW AVE MATTITUCK Block 0002 Lot NO. 006 28, 2008 and approved by the 4, 2009. Fee $ 540.00 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined oq/~/ , 200 ~ Approved ~ffff , 200 o}r Disapproved a/c Expiration , _ ~/q ,20 oq PERMIT NO. '35/o{,~5 BUILD1NG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health --~ sets of Building Plans Planning Board approval ~ Survey Check ~ O0. ~ Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: / Building Inspector Mail to: Phone: t APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. 'o. 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/mad to admit authorized inspectors on premises and in building for necessary inspections. /% /~ ~/// / /%/., '// /v (Si~na{ure of dpplica,fi~ or name, ifa corporation) ~ fi' (Mailing address o£applican~) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises /~--~ / /9~r' ~,~)t~ (As on the tax roll or latest deed) If applicant is a corporation, signatuse'of duly authorized officer (Name and title of corporate officer) Builders License No. ;JI t ~'t~- ~.. ~,-c ~'~o ~ 0 ] Il l0 ~' Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed worx will,Joe done: House Number Street County Tax Map No. 1000 Section ~ ~Block Subdivision Hamlet ..2~. ,~ Lot Filed Map No. -, Lot State existing use and occupancy of premises and intendeduse/anuse d occupancy of proposed construction: a. Existing use and occupancy ,/g'"'~/'~ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building. ,~' Repair Removal Demolition ./ 4. Estimated Cost /~'~0, d ~ Fee 5. If dwelling, number of dwelling units /v'//~ If garage, number of cars Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, Specify nature and extent of each type of use. /,z///~ Height ~'//? Number °f St°rios / ' A'/F/~i~n~t Dimensions of samo/structure with alterations or,~dditions: Rear Depth //.///z~ Height ,/z/'J,~ Number of'StOries / / 8. Dimensions of entire new construction: Front .~ 0 / Rear ..~ O' Depth f/fi') Height ,.~,~ / Number of Stories / 9. Size oflot: Front ~O,ff~F/ Rear ~-'a~O,7°c~ .Depth 10. Date of Uurchase / ~;>¢7~3- Name ofFormer Owner /~9~'~,4 ~ 11. Zone or use district in which premises are situated ~,12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES__ 14. Names of Owner of premises ,4''toi'Ly''/4'4-rd//'6/'Address Name of Architect Address Name of Contractor Address NO X Phone No. Phone No Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO . . * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES __ NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. X 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) COUNTY OF '"~L~LJ ~"~,l'tfl.& being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree 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. Swom~.efore me thi¢ ~-~, dayof ~la/.~D,~ / 20(0~<~ - ~ota~ P~blic ~'"'~ ~%~ 01'HE6059270 "- Oualified In Suffolk County Commission Expires July 23, 20 Signature of Applicant TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [~/FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: .//~~(~ ~ ~~-~-- DATE //.~/~ 6 ~ iNSPECTOR ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ]INSULATION [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PEI~t..ATION REMARKS: DATE ~;'~;~ ~ __INSPECTOR TOWN OF soUTNOLD BUILDING DEPT' 765.'1802 NsPECTION I [ -~ ROUGH pLBG. ouHDATIOH 'tST ~lOH 2HD [ ~ iNsuLATION ouNDK ~ FINAL COMMENTS FrI~I,D INSPECTION REPORT FOUNDATION (2ND) ~SL~ATION PER N. Y. STATE ENERGY CODE ~DITION~ COUNTS //~::X:~- ~'~ -~;---- ~ 1 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER LAND IMP. STREET ACR. TYPE OF BLD. VILLAGE REMARKS SUB. LOT ~ PROP. CLASS TOTAL DATE ,0o ~00 loC) FRONTAGE ON WA' BULKHEAD FRONTAGE ONROAD DEPTH TILLABLE WOODLAND MEADOWLAND HOUSE/LOT TOTAL M. Bldg. .~)l ~'qO- //~.~/'7,'0 ~!:'~ ~C Foundation ~.c~ Bath ~.,/?. Dinette Ektension ,'~ , L' ~ ~ ~ ,'.'2_. Basement b Floors -:, '., ',' .... ., '-~.~ ~ : ~, , , · SLAB Extension ~, ¢ ( ~. ~ ~ ~. . _ ,~ /~? Ext. Wails Interior Finish L.R. Extension ~ _ ~-~,, ~ , r- Fire Place / Heat ~ .~, o, [ D.R Patio ~ , /, ,' Woodstove BR. Porch~ ~/ ,,'~' ~,; Dormer Fin. B. Deck ,'~ ,~ , ~ c (, ;. ~ ~ ,C - Attic F~, Breezeway "' fi' (:~: 2 ~' ": ) Rooms 1st Floor Garage Driveway Rooms 2nd Floor O.B. Pool Town of Erosion, Sedimentation & Storm Water Run off ASSESSMENT FORM District Section Block Let STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE 8TATE OF NEW YORK, Item Number: 1 2 3 4 5 6 7 8 (NOTE: A Check Mark (,~) for each Question is Required for a Complete Application) Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item wilt include all run-off created by site clearing and/or construction activities aB well as all Site Improvements and the permanent creation of impervious surfaces.) 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 WaterFIowl Will this Project Require any Land Filling, Grading or Excavation where them is a change to the Natural Existing Grade Involving more Ihan 200 Cubic Yards of Ma edal within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? 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? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped lo Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town R ght-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons,) 9 Will this Project Require Site Preparalioll wittlin the One Hundred (100) Year Floodp a a of any Watercourse? E~ NOTE: If Any Answer lo 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 PerrnR! EXEMPTION: Yes _~ Does this project meet the minimum standards for classificalion as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan Is NOT Requiredl __ STATE OF NF*hZ Y~RK, ~, ~ Y ................... ss That I ........................................................ , g fil 5' s~ 'om, deposes and says that he/sbt is file apl)lic~mt R~ Peri.t, (Name of indMdual s~cument) And /hat he/she is fl~c ......... ~..k..~ .................................................... (Owner, Conlrac o , Agen , Co.orate Olficer, elc.) Owner and/or ~cpresentaave of dm Owner ot Owner's, atd is duly audmrized to perform or have pedonned dm smd work and to m~e m~d file ~is application; fl~at ~l smtemenks con.ned in Otis application are ~e to d~e best of Ns h~owledge and belief; ~d fl~at the work t~511 be pe~ormed in d~e manner set forth m dm application filed here~dth. Sworn to before me this; ........ ...Z....9. .............................. da,,o,. ................ N ° tary Pu bli c: ...~.~ .~,~.l.!~,..l:/l~.~i~, ............... : ..... FORM - 06/07 Qualified In Suffolk Coun~ Commission Expires Jury 23, 20 (Signature of Applicant) . ,- .-.,'~ ~ ~ "- -~ z.; ~- -_--,,~..--~.-. - ~ '--.~_ ..- "? ..... ,DJFF0 K ~ INTY DEPARTMENT OF HEALTd SER¥1CES SN.GLE FAMILY DWELLING ONLY The sel . . .,; ~ge d~sPOFa/.mncLwat~ul~ply faciiiUes.for this IocaUo; h.a~ beefl'F~l~ed by this D~par~nent, an~d/~., C lief of Bureaq of Wastewater Management .( .c' O~,"',..~E ~V~'¢ ~U.~-~..~.,r4-F'EEo ~A~J':E ~ e ............ · ~__,--------~ ~n~.~.~..~. ' R~ERI[K VAN TU~, P,C. '-' ' ~ ' --~ - LICENSED LAND SU~Vrv~c SUFFOLK CO. HEALTH DEPT. APPROVAL - · H. $ NO. _"~=Q~'c--O - C8 SUFFOLK COUNTY DEPT. OF HEALTH SERVICES -- FOR APPROVAL .OF CONSTRUCTION O I~.L Y DATE:. , H. S~ REF. NO.: APP.~R ~VED: SUFFOLK CO. TAX MAP DESIGNATION: DIST. SECT· . BLOCK. PCL. .. t'..O¢'.o. . :c~, Z B/o' 5,1 'OWNERS ADDRESS: · ~ PAL;T ..'"!., E .'.F:- 8tZ-74G-E~96 DEED: L. .. p. TEST HOLE l- STAMP i~' " B~ - SEAL - .. , STATEMENT OF INTENT THE ·WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIs RESIDENCE WILLi CONFORM TO THE STANDARDS OF THE SUFFOLK CO. SEPt': OF HEALTH SERVIcE¢ (SI ' APPLICANT SURVEY OF PROPERTY SITUA T£ MATTITUCK TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-94-02-06 SCALE 1"--50' MARCH 6, 2008 AREA = 231,680 sq. ft. 5.319 ac. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF R£CORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. NYS Uc No 50467 Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fex (651)727 1727 OFFICES LOCATED AT MAILING ADDRESS 28-06 ASPHALT SHINGLE ROOFING OVER 15~ ROOF FELT ON 1/2" COX PLYWOOD SHEATHING, 2"XlO" ROOF RAFTERS @ 16" O.C, CEDAR PERFECIION SHINGLES TY~K PLYWOOD SHEATHING ON 2"X4' WD. STUDS @ 16" O,C. 3046 ( LEFT ,,SIDE ELEVATION FR ON1,To,' ELEVATI SCALE: 1//4" = - SCALE: 1/4" = 1'-0 0 N TO, FOUDATION WALL UJ O m SCALE: ASPHALT SHINGLE ROOFING OVER 151~ ROOF FELT ON 1/2'" CDX PLYWOOD SHEATHING. 2"X10"' ROOF RAFTERS ~ 16" O,C, CEDAR PERFECTION SHINGLES TYVEK HOUSE PLYI~OD SHEATHING ON 2"X4" WO. STUDS @ lO" O.C. 3045 CEDAR PERFECTION SHINGLES IYVEK HOUSE WRAP 1/2" CD X PLYWOOD SFNEAIHING ON 2~X4" ~D, SIUDS @ 16" O,C, C:': t ,:'AN¢ ' t,, _' UNi.? ~,,ri Vv,; ',TCERTI OF Ou. I]NDERWRITERS CERTIFICATE REQUIRED Z TO FOUDA~ON WALL BO ROT PROCEED WITH OF FOUNDATION LOCATION HAS BEEN APPROVED, ALL CONSTRL'r; i"I( ~N SHALL MEET THE REQUIF~Fi,'IEIXR'S OF THE CODES OF NEW Y'ORK STATE. DESIGN CRITERI YGSI< STATE. NOT ii.L~PONSh, LE FOR DESIGN OR CONS1RUCTiON ERRORS. RETAIN STORM WATER RUNOFF GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD LIVE DEAD RIOOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT FII~EF '[HE 1E/WI/' ~1UDE YPE 'OF SNOW SPEED DESIGN FROST DESIGN SI-IIELD .IAZARBS LOAD LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION LOAD (MPH) CATEOORY LINE TEMP, UNDERLAYMENT CLASSIFICATION WEATHERING DEPTM TERMINATE DECAY REQUIRED 45 PSF 120 9 SEVERE 48" ToMODERATE ToSLIGHT 11 Y E S FR0M 1998 ¢0 PST 20 PSF PEEIMETER EDGE ZONE = 6,72 PSF EDGE ZONE = 35.6 PSF R-1 30'-0" FIRST R~%W~.~;~82'~ 5F TYPE V SHEET NO 1 TNESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE TIdE EXCLUSIVE PROPERTY OF THE ARCNIIECT AND THEIR USE AND PUBLICATION SNALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICMION BY ANY MEllqOD, iN WHOLE OR IN PART, iS PRONIDITED EXCEPT 8Y WRITTEN PERMISSION FROM THE ARCI-IITECT. TITLE TO THESE PLANS SHALL R[blAIN WITH FEIE ARCHITECT VISUAL CONTACT WlTN TI-IENI SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS z~o J ? r' -~ I s~ ~ ~ I ~ I I ,_~ON A 24 X24 X12'DEEP J ' ~ ~N A 24"X24"X12"DEEP I I F POURED CONCRETE FOOTING, (TYP) ~ ~ ~ -I OURED CONCRETE FOOTIND (TYP) I IL~JI I ~L~J I I I I i I ~ ~ 2 CAR I S ~ ~ L 2 CAR i I GARAGE1NR RATED Il I '~ GARAGE I 1HR, RATED ¢ I I <' I WALLS ~ CEILING I I --~ LINE OF FOUNDATION F ~ ~ I ~'~ w*,, ~ow I " I wA,,s ~ c~,,,~0 I % ~ I I ~ 2"X10," ROOF RAFTERS NN 2"X10" ROOF RAFTERS f ' I I L-'J I "~' ~" , "~'-~"I I I ~I~ I I ~ = q ,0 MEET SLAB ~ I L ~ .... ~ ] 9080 OH, DOOR 9080 O.H DOOR FOUNDATION PLAN FIRST FLOOR PLAN SCALE: 1/4"= 1'-0" = _ SCALE: 1/4" 1' 0" TYPICAL ROOF CONSTRUCTION 2 CAR TYPICAL WALL CONSTRUCTION~ G A R A G E ~ SLAB CONSTRUCTION ~ ON WELL OO~PAgTED POROUS RLL POURED CONCRETE FOUNOAllON I \LL ON 8"X16" POURED )NCRETE FOOTING L .J 5r~ °. 3 1/2' ~:AN~AR~ STEEL PIPE ~ 2 CAR GARAGE I " I WALLS a CEILING TO MEET SLAB ' TO MEET SLAB CONTINUOUS FOOTING ~ CONTINUOUS FOOTING ~ I~l g..J ~'~ g4__l L 2 CAR ~ GARAGE LINE OF FOUNDATION r -~- -I 5/B" TYPE X SREETROCK WALL BELOW I (' I WALLS & CEILING g--.J I 2"X10" ROOF RAFTERS ~ 2"XlO" ROOF RAFTERS N,'% }~1 '%%, @ 16" OC ~,,'N @ 16" OC ~LO I ~'~ © 16" OC R-50 INSUL I ~ I ~'N © 16" OC, R 50 IN8UL g_.,J I I '1 I' '1 I' a' 6" ir-o"a'-~" TOP PLATE DOT[OM PLATE TOP PLATE BAND JOIST OR BLOCKING SILL PLATE RAFTERS AND CEILING JOISTS OR APPROVED ROOF TRUSS SECOND STORY FLOOR JOIST- SEE DRILLING AND NOTCHING PROVISIONS WFCM SECTION 5,B,1.1,1 JOIST OR BLOCKING JOIST IS PERMITTED TO BE CUT OR NOTCHED BETWEEN EHESE LIMITS 1/3~ FOR BLOCKING BRIDGING SEE WFCM SECTION 5.5 )EARING ~BOTTOM PLATE JOIST CRAWL SPACE OR BASEMENT FOUNDATION JOIST 5 IN. MIN TOP PLATE- DRILLING AND NOTCHING PROVISIONS WALL STUD- DRILLING AND NOTCNING PROVISIONS WFCM SECTION 3,4.1 1 1 JOIST ENDS TO BE BLOCKED AGAINST ROTATION IN ACCORDANCE WITH WFCM $.5.1,5-END RESTRAINT AND 5.6.1.4 BRIDGING IN,x4 IN. RIBBON INTO STUD FOR FIRE BLOCKING MONOLITHIC SLAB ON GRADE FOUNDATION PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING BEARING WALL TYPICAL WALL, FLOOR & ROOF FRAMING · NDiBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD S~UCTURAL PANELS FASTENER SPACING FASTENER 2 FEET 4 FEET 6 FEET PANEL SPAN ¢ PANEL SPAN ,< PANEL SPAN ,< PANEL SPAN TYPE .< 2 FEET ¢ 4 FEET ,< 6 FEET ¢ 8 FEET 2 1/2" ~/6 16" 16" 12" 9" WOOD SCREWS 2 1/2" #8 16" 16" 12" WOOD SCREWS 16" o. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT b. FASTENERS SI-IALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. c. NAILS SHALL BE lOd COMMON OR 12d BOX NAILS. d, WI-IERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTIMZINC VLBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS e. WOOD STRUCTURAL PANELS SHALL EIAVE A MINIMUM THICKNESS OF 7/16 INCH (11,1 m) EXTERIOR WALL STRAPPING & ANCHORING SCHEDULE AREA HOLDOOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NAILS ~IDCE SIMPSON CS-20-40 INCHES MIN 6-ad PER RAFTER 6R2 LB RAFTER TO RAFTER ~AFTER fO STUD SIMPSON H-7 ANCHOR N-Sd TO RAFTER 985 LB PER EVERY RAFTER 8-8d FO STUD CONNECTION 2-8d ~ro PLAIES NOTES, ALL STRAPPING INDICATED MEETS OR EXCEEDR THE REQUIREMENTS IN THE SBCDI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION, SSTD 10 99) TABLE .lOS FI FOR LAVE CONNECTIONS, TABLE 505 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND TABLE S.2 FOR FOUNDATION CONNECTIONS, NAILINO OVER STRUCTURAL WOOD PANEL SHEATHINO IS ACCEPTABLE AB LONO AS MIN, NAIL PENETRATION INTO FRAMING IS ACHIEVED INSTALL THROUGH FIRST FLOOR SHOE ROOF RAFTER 20 GA. STRAP-1~" / W/(8) 8d NAILS EACH SIDE WIDE ROOF RAFTER SCALE: N.T.S. Simpson Strong-Tie A55- Chimney Framing RIDGE DETAIL CORNER AND PARTITION POSTS NOTE: A THIRD STUD AND/OR PAREITION INTERSECTING BACKING STUDS SHALL BE PERMITTED TO BE OMITTED TNROUGH THE USE OF WOOD BACKUP CLEATS OR METAL DRYWALL CLIPS THAT WILL SERVE AS ADEQUATE BACKING FOR THE FACING MATERIAL FRAMING DETAILS 16d NAIL AT 24" O.C. GYPSM BOARD INSTALLED IN ACCORDANCE WITH WFCM TABLE 3,1 IAd NAIL AT 6" 0 C LL PANEL EDGES) (o) IAd NAIL AT 6" 0 C LL PANEL EDGES) WOOD STRUCTURAL PANEL IN ACCORDANCE WFCM TABLE 5.1 8d NAIL AT 12" O,C. ON ALL FRAMING MEMBERS NOT AT OUTSIDE CORNER DETAIL PANEL EDGES ~GYPSM BOARD INSTALLED IN ACCORDANCE WITH WFCM TABLE 5,1 16d NAIL AT 24" (b) INSIDE CORNER DETAIL EXTERIOR CORNER ~WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH WFCM TABLE $~I N Bd NAIL AT 6" O,C. ON ALL FRAMING MEMBERS AT PANEL EDGES AND 12 0.6. ON ALL FRAMING MEMBERS NOT AT PANEL EDGES FRAMING BLOCKING SECTION A-A ENDWALL TOP PLATES MIN. BORED HOLE MAX DIAMETER 60% OF STUD DEPTH 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED 40% OF STUD DEPTB BORED HOLES SNALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR W 5/8" MIN, TO EDGE WFCM 1995 BBC HIGH WIND EDITION SECTION 5.4,5.1.1 NOTCHING AND BORED HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS BLOCKING ( FLOOR BRACING AT END BAYS (WFCM FIGURE 3.65) H/2 BUT NEED JOT EXCEED 15 FT. FOUNDATION ROOF FRAMING / -~ UUU[BLL TOP PLATE -- ~' UONN I-FaPFB ~ cQUIREB HEADER S~UDS ~ FULL kENOTH ~ WA STUBS L UPI ~ I CC IECl TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS ! OF FOOTING BUT NEED 40 FT. CLEARANCE FROM SLOPES SF~D (MIN) SIDE WALL-- TOP PLATES BORED HOLE MAX DIAMETER 40% OF STUD DEPTH 5/B" MIN, TO EDGE NOTCH MUST NOT EXCEED 25% OF STUD DEPTH BORED ROLES SHALL NOT BE LOCATED IN THE SAME / CROSS SECTION OF CUT OR WFCM 1995 SECTION NOTCHING AND FOR EXTERIOR STUD TO STUD DETAIL NO~E: UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF READER STUDS IN ADDITION TO CONNECTORS AT WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES 8d NAIL AT 4" O.C. 12" MAX. -i BASED ON SI-lEAR WALL REQUIREMENTS NO CEILING DIAPHRAGM REOUIRED GABLE CENTER 2x BLOCKING ON SHEATHING JOINT 15/32 WOOD STRUCTURAL PANELS ON CABLE FACE AND ON WALL BELOW BASED ON SHEARWALL REQUIREMENTS ENDWALL, BALLOON FRAMING PREFERRED METHOD 8d NAIL AT 12" O.C ON ALL FRAMING MEMBERS NOT AT PANEL EDGES GYPSUM BOARD NAIL AT 24" O.C, NA TO TF% U~IDM~LTAiOR N Cl N m E DTION SIDE WALL NAIL AT 6" O,C, (ALL PANEL EDGES) OD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH NAILING SCHEDULE (TABLE ,3.1, WCFM HIGH WIND EDITION) (A) OUTSIDE CORNER DETAIL Simpson PHD CORNER Strong-Tie BRACING DETAIL SCALE: N.T.S, FLOOR TO FLOOR CONNECTION -TOP PLATE (PHUS/ STUD HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, WINDOW AND DOOR OPENINGS: (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 5.70 & 4 7b~ WOOD STRUCTURAL PANEL INSTALLED ACCORDANCE NAILING SCHEDU[ (TABLE 5.1, WCFM WIND EDITION 8d NAIL AT 6" O.C, Ob__ ALL FRAMING MEMBERS AT PANEL EDGES ANE 12" O,C ON FRAMING MEMBERS NO1 AT PANEL EDGES EXTERIOR BOARD 8d NAIL AT B" O.C. (ALL PANEL EDGES) NAIL AT 24" O.C. INSIDE CORNER DETAIL CORNER FRAMING 5/8" MIN. TO EDGE IF HOLE IS BETWEEN 40% AND 60% OF STUD DEPTH, THEN STUD MUST BE DOUBLE AND NO MORE THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED BBC HIGH WIND EDITION 3.4.1.1.1 FIGURE 5.2B BORED HOLE LIMITATIONS WALLS AND BEARING WALLS 2x4 CONTINUOUS ~LATERAL BRACE AT 6' O.C. NAILS TRUSS OR CEILING JOIST GABLE END TRUSS 5d COOLER NAILS AT 10" 0.£ 2"x4" BLOCK NAILED TO EACB BRACE WITH 4-10d NAILS GYPSUM BOARD 5d COOLER NAILS Af 7" O,C, 20 GAUGE STRAP lO-Rd NAILS ENDWALL STUDS CEILING BRACING GABLE ENDWALL (WFCM FIGURE 5.'6,3) RIDGE BEAM ~ RIDGE TENSION RIDGE TENSION STRAP USE 8 8d COMMON NAILS /I~EACH END OF 1 1/4 ~20 GAUGE STRAP STRAP DETAIL T A B L E R,301.4 MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) USE LIVE LOAD EXTERIOR BALCONIES 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTIC WITHOUT STORAGE 10 ATTICS WITH STORAGE 20 ROOMS OTI-IER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 GUARDRAILS AND HANDRAILS 200 o_1 ;< SHEEI NO D-1 (TABLE 3.1 WFCM HIGH WIND EDITION) NAILING SCHEDULE JOINT DESCRIP110N NUMBER OF NAILS NAIL SPACING RAFTER TO TOP PLATE (TOE-NAILED) 4-8d PER RAFTER 4-8d PER JOIST CBLING JOIST TO TOP PLATE ( TOE-NAILED) CEILING JOIST TO PARALLEL RAFTER ( FACE-NAILED) CEIUN6 JOIST OVER PARllTIONS (FACE-NAILED) COLLAR TIE TO RAFTER (FACE-NAILED) 9-16d TRIM BOARD TO RAFTER (ENDINAILED) 9-16d EACH LAP EACH LAP 6-8d PER TIE BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END 2-16d EACH END WALL FRAMING TOP PLATE TO TOP PLATE (FACE-NAILED/ 2-16d (SEE NOTE 1) PER FOOT TOP PLATE AT INTERSECqON (FACE-NAILED) 4-16d JOINTS - EACH SIDE STUD TO STUD (FACE-NAILED) 2-16d 2( O.C. 16d HEADER TO HEADER (FACE-NAILED) TOP OR BOTTOM PLATE TO STUD (END-NAILED) BOTTOM PLA~TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOKING FACE-NAILED) 5-lSd 2-16d (SEE NOTE 1,2) FLOOR FRAMING 16" O.C ALONG EDGES PER 2X4 STUD PER 2X6 STUD PER 2×8 STUD PER FOOT JOIST TO SILL, TOP PLATE TO GIRDER (TOP-NAILED) BRIDGING TO JOIST (TOE-NAILED) 4-8d PER JOIST 2-8d EACH END BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST 3-16d BAND JOIST TOJOIST (END-NAILED) BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) PER JOIST PER JOIST ROOF SHEATHING STRUCTURAL PANELS Sd (SEE TABLE 3.8) DIAGONAL BOARD SHEATIN6 1"X6" OR 1"X8" 2-8d PER SUPPORT I"XIO" OR WIDER $-8d PER SUPPORT CEILING SHEA~NG GIPSUM WALLBOARD I 5d COOLERS I 1" EDGE / I0" FIELD WALL SHEATHING STRUCTURAL PANELS 8d (SEE TABLE 3.9) FIREBOARD PANELS 7/16" 6d 5" EDGE / 6" FIELD 25/32" Bd 3" EDGE / 6" RELD GIPSUM WALLBOARD 5d COOLERS f' EDGE / 10" FIELD HARDBOARD 8d (SEE TABLE 5,9) PARTICLEBOARD PANEL 8d (SEE TABLE 3.9) DIAGONAL BOARD SHEATING I*'X6" 0R I"XB" 2-8d PER SUPPORT l"XlO" OR WIDER 5-8d PER SUPPORT FLOOR SHEATHING STRUCTURAL PANELS OR LESS Bd 6" EDGE / 12" FIELD lOd 6" EDGE / 6" FIELD DIAGONAL BOARD SHEATING I"X6" OR I"XB" 2-§d PER SUPPORT I"XIO" OR WIDER $-8d PER SUPPORT 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE , IF WALL SHEATING IS NAILED ,3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. SHALL BE USED TO MAINTAIN ~IE LOAD PATH. 2. WHEN WALL SHEATINO CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED TO BE REDUCED TO 1-6d NAIL PER FOOT, FLOOR TO FLOOR SIMPSON STRONG - TIE CONNECTION SILL COIL STRAP - RIM O.C. USE 4-8D NAILS AT EACH STUD MIN OVERLAP IS 12" (TABLE .3.2 WFCM HIGH WIND EDITION) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL & SHEAR LOADS ANCHOR BOLT CONNECTION fOUNDATION BRACING WALL PERMITER MAXIMUM ANCOR BOLT SPACING NOTE~ MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON jSEE DETAIl- (TABLE ,3.8 WFCM HIGH WIND EDITION) ROOF SHEATHING ATTACHMENT REOUIREMENTS FOR WIND LOADR SHEATHING LOCATION STUD SPACING S~UCTURAL SHEATHING MAXIMUM NAIL SPACING (TABLE 3,9 WFCM HIIGH WIND EDITION) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESIS,TING LATERAL& SHEAR LOABR E 6 'IN1ERIOR ZONE 16 F 12 E- NAIL SPACING AT PANEL RODE (liN) F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN ~HE PANEL FIELD DN) I FO~ WALL SHEATING WiTH 4 FEET OF THE CORNER, ~rlE 4 FEET EOOE ZONE A~ACHMENT HI8 5- 8D TO STUD 4- 8D TO PLATE SIMPSON ~" ANCHOR BOLT (14") BP-5 PLATE 7" MINIMUM EMGEDMENT (SEE ANCHOR SCNEDULE, ON DWGS A-31 AND A-3.2) 04) SDS ~"X 3" WOOD SCREWS 7" MtN EMBEDMENT (SEE FOUNDATION PLANS A-3.1 AND A 3,2 FOR LOCATION) (MINIMUM DOUBLE SPUD) EDGE DISTANCE WALL TO FOUNDATION CONNECTION SIMSON STRONG - TIE 1 1/4" COIL STRAP - 16" USE 4-8D NAILS @ EACH WRAP UNDER SILL PLATE MIN. OVERLAP IS 12" STUD, SIMPSON STRONG-TIE MTS,36 OR 1 1/4" COIL STOCK AT EACH ROOF RAFTER USE 8-16D NAILS AT EACH END, 12" MIN OVERLAP PER COMPONENT STUD TO ROOF RAFTER CONNECTION PLATE TO JOIST AND JOIST TO STUID CONNECTION Re design of this structure is based upon prescriptive approach using the Wood Frame Construction Manual (WPCM) lgg5 BBC published by Re American Forest and Paper AssomaBon end the 'RESIDENTIAL CODE of NEW YORK STATE'. FOr the Climatic ond Geographical Design Criteria, see Table R301.2(1) on sheet no. 1 All non engineered lumber to be Dou¢os Fir#2 or better Wind LImltotlons-Section R501,2~1 Design CrRerio-SecOon R$01.2.1.1, (See Toble R501,2.1,2, for Wind-Born Debris Protection Fostening Schedule For Wood Structurol Ponels) Oecd Lood-Section R301.3 Live Lood-SecNon Light ond VenNiotion-Section RSOS Minimum Room Areo-SecBon R304 Ceiling Height-Section R505 Sonitotion -Section R306 Toilet Both and Shower Space-Section R507 Glazing-Section R308 5/B" Ancot Bolts [SSTB-2B) See chart on this sheet for spacing 2-1 3/4"xll 7/8" Microlom Girder (or 5 ~/2"xH 7/8" Power Beam)l 4" poured concrete floor slob with Bxflx#10 mesh and vapor barrier CONCRETE TO HAVE 5 TO 7~* AIR-ENTRAINMENT Deck and porch Nootings os noted, 5000# test, 48" minimum buried' depth Foundation wall ED extend o minimum 8" above Onlshed grade 1/2" Gypsum wall board 5/8"Type X GWB in garoge, 1/2" MR OWB in wet BraGs figure R 602,6(2) for non - bearing wolls. Asphalt strip shingles shall have minimum of six (8) fstenera per shingle (section R905.6) Underloyment opplicotlon (Section R905.2 up to four (4) units vertical twelve 02) units horizontol (53 -percen,t slop~ ), sholl be two (2) lyers oppHed In the following manner. Apply A 19-linch (4B3)strip of For roof slopes of four (4) units verDcol in telve (12( units. Underloymant in High wind (Section R905.2,?,2) Simpson Strong Tic CS20 1~" COILED STRAP MIN 12" OVERLAP AT EACH FLOOR TO FLOOR CONNECTIONS: CANTILEVER CONDITION GENERAL NOTESI 1, All works shall be performed in accordance with all state, municipal, local zoning and building codes Grid ordinances having jurisdiction and best standards of construction practice. The Americon Institute of Architects Conditions shall apply to oll work performed on this project. 2, The Controctor shall verify oil conditions at the site. Any dlscreponcies must be brought to the attention of the Architect prior to commencement of construction. The Controctor sholl be responsible for corrections not reported once he hos started work except for hidden job conditions, 5, Contractor shall guarantee to the Owner that oil materials and equipment incorporated in the work will be new, Grid that oll work will be of good quollty, free from faults and defects for o period of one yeor form the date of the final Certificate of Occupancy, 4, The Architect shall not be responsible for the construction means, method, techniques, sequences or procedures, or for the solely precautions and programs In connection with the work, and he shall not be responsible for the contractors follure to carry out the work in accordance with the construction documents. The Architect shall not be responsible for the octs or omission by the contractor NO changes shall be mode in the documents and/or the building as designed without the expressed written consent of the Architect, 5. The contractor Grid all subcontractors shall malntoln continuous Insurence coverage statutory policies (Worker Compensation, etc.) end general liability in an mount not less than $ 5 million and automobile Roblllty Grid demoge coverage not less than fJ 2 million. The Architect shall be nomad insured on any Grid ali policies. 6, Provide 0,025" aluminum termite shield over fibrous insulation at oll perimeter sills. 7, All wood in contact with concrete or masonry to be Wolmonized or pressure creosoted, 8. A single station emoke detector alarm device shall be installed in each bedroom, on oil floors and sholl be oil interconnected per code. 9, All bothreom without operoble windows to be mechonicol~y ventiloted os per New York State Code, 10. Hooting to be designed to provide 70 degrees F, with outdoor designed oir-temperature of 0 degrees F, ond 15 MPH wind, 11 All electrlcol work to be in occordonce to the rules ond regulotion of N,Y.B,F.U. ond o N.YB.F.U. certfflcote is UPLIFT - CONTINUOUS PATH CONNECTORS USE SIMPSON STRONG-TIE CONNECTORS FOLLOW PRODUCT SELECTION GUIDE AND INSTALLATION MANUAL FOR HIGH WIND RESISTANT CONSTRUCTION CATALOG C-HW02 ANCHOR BOLTS IN FOUNDATION USE; SSTB28 WiTH BEARING PLATE. SEE FOUNDATION NOTES FOR SPACING SILL PLATE TO BIN JOIST USE', LTP4 16~' O.O, AT EXTERIOR PERIMETER AND GARAGE/HOUSE COMMON WALL USE (4)-8d NAILS AT EACH ENO GARAGE STUD GARAGE SILL PLATE USE: SSP CONNECTOR AT 16" USE (4)-8d NAILS AT EACH END RIM JOIST TO STUD CONNECTION USE: MTS 36, 16" OC, USE (4)-8d NARES AT EACH END FLOOR TO FLOOR CONNECTION USE: USE (4)-Rd NAILS AT EACH END RAFTER TO STUD CONNECTION USE: MTS SD, EACH ROOF RAFTER USE 8 16d NAILS AT EACH END RAFTER TO RIDGE TO RAFTER CONNECTION USE: H7 EACH ROOF RAFTER DECK POST TO CONCRETE CONNECTION USE~ PBS44A FOR EACH POST DECK POST TO GIRDER CONNECTION USE; PO~4 FOR EACH POST GIRDER TO GECK JOIST CONNECTION USE: MTS12 ~ EACH JOIST PORCH POST TO GECK USE'. PS720 (ALIGN WITH JOIST BELOW) Strong Tie U21B 2X6 AT EACI-I RAFTER 4-10d x 1 I/2" NOTE: ATTACH LEDGER TO FRAMING __ MEMBER WITN 2-1/2" X 5" LAG 'BOLTS AT 16" OM CENTER ~Simpson Strong Tie U210 2XB AT EACH CEILING JOIST 4-10d x11/2" Simpson Strong-Tie U210 2X6 AT EACR DECK/PORCH JOIST PORCH POST TO GIRDER use: PS720 PORCH ROOF RAFTER TO GrRDER USE: H2.SA AT EACH ROOF RAFTER TYPICAL PORCH / DE do ×LB/BOER CONNECTIONS STU ~ BEARING PLATE DOUBLE 2X MIN, FOR IHEADER OR Simpson Strong-Tie > AT LAC ~" THREADED ROD REQUIRED FOR BTU 1 2"MINrNUM CNW NUT SIDECOVER Simpson Strong-Tie AB AT EACH POST FOOLING PORCH COLUMN EDGE DISTANCE* EDGE DISTANCE* *NOTE: SEE MANUFACTURERS MINIMUM DISTANCE CHART FOR INSTALLATION CONNECTIONS I- 0 ;< SliEET NO 2