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Home My WebLink About33412-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33233 Date: 08/19/08 THIS CERTIFIES that the building ACCESSORY POOL HOUSE Location of Property: 725 WHITE EAGLE DR LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473899 Section 127 Block 9 Lot 24 Subdivision Filed Map No. LOt No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 12, 2007 pursuant to which Building Permit No. 33412-Z dated SEPTEMBER 21, 2007 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 POOL HOUSE AS APPLIED FOR. The certificate is issued to JOHN & TARA SEIFERT (OWNER) of the aforesaid building. SIIFFOLIC CODNTY DEPARTMENT OF HEALTH APPROVAI, N/A ELECTRICAL CERTIFICATE NO_ 3064621 07/03/08 PLDMBERS CERTIFICATION DATHD N/A `///zed Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATT; OF OCCUP ~_~_~ ~:~ I? ' Si DEPT ~Q"THOID i This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1 . Final survey of property with accurate location of all buildings, property lines, streets, and unusual naturalor topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of elechical instal lotion fi om Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a cer(ificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. t;. For existing buildings (prior to April 9, 1957) uou-conforming uses, or buildings and "pre-existing" laud uses: I - Accurate survey ofproperty sho~r~~ing all property lines, streets, building and unusual natural or topographic features. 2 A properly coupleted application and consent to inspect sibmed by the applicant If a Certificate of Occupancy is denied, the Building fispector shall state the reasons therefor in writing to the applicant. C. Fees l . Certificate of Occupancy -New d.+~elling $25.00, Additions to d~a'elling $25.00, Alterations to dwelling $25.OG, Sr~~inuning pool $25.00, Accessory building $25.00, Additions [o accessory' building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Prc-existing Building- $100.00 3. ('opy of Certificate o{Occupancy - $25 4 Updated Certificate of Occupancy - 5. 'l~emporary Certificate of Occupancy $50.00 Residential $1 ~ 00, Commercial $15.00 New Construction: ~/~~J,~ Old or Pre-existing Building: Date. Ate'". ~~ Zoo -7 It /- (check one) Location of Property: _ 1~.~ _ ~jINC(,tC G(,~P~C--~~ -_ - _.. ~(~/Lo House No. Street Hautlel Owner or Owners of Property: Suffolk County Tax Map No ] 000, Section ~~~7 ~-_ Block ,~ Lot ~ - ~- Subdivisio° Filed 1v4a - - - - -- - - - - p' -- -Lot: 9 ~^ ~^ -- Pemlit No _~~ ~ ~/ _Date oCPennil. ~a~/ ~~ia licant:_ o ~?.t iE' - 1 P ~_- Ulr C/~' Health Dept Approval: Planning Board Approval: Request for- Temporary Certiftcate Fee Submitted: $ p`t S p 0 ~' !~ z V,~9,~ ~~ ~ ''~ ~S~~o~ Underwriters Approval:~Gb ~~?/ ~'.~-D~ Final Certificate: ~ (cheek one) Appli Signature p1' `~s"' u ul ~ I 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. 33412 Z Permission is hereby granted to: Date SEPTEMBER 21, 2007 JOHN & TARA SEIFERT 725 WHITE EAGLE DR LAUREL,NY 11948 for CONSTRUCTION OF AN ACCESSORY POOL HOUSE AS APPLIED FOR at premises located at 725 WHITE EAGLE DR LAUREL County Tax Map No. 473889 Section 127 Block 0009 Lot No. 024 pursuant to application dated SEPTEMBER 12, 2007 and approved by the Building Inspector to expire on MARCH 21, 2009. Fee $ 100.00 ~t^-~i~ / Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? 'OWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 2 Survey SoutholdTown.NorthFork.net PERMIT NO. ~j7`~~~-~i Check Septic N.Y.S tiustees Examined , 20I~ Storm-Water Assessment Form Contact: ll ~` Approved ~ ~ , 20 0 ~ Mail to: ~~ n ~ S t 1' C /Ct Disapproved a/c 72 S (.(i l't i'~t C: a, l I L ~r _ I_a v i< Phone: 8 3 ~ - 7 S~ Expiration ~j , 20~ n~ ~_.':, Building Inspector ,.,_i ~ ~ APPLICATION FOR BUILDING PERMIT Date se p~. ~ ~ , 20 0 7 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Pennit 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 afrer the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~ ~ L ~t-f'1 (Signature of applicanll or~rame, if a corporation) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises JO h/~ SQ t r t (L (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. ~ & 7 ~- H Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which pro osed work will be done: 'IdS Whi ft Ectsl Dr Lau~e l House Number Hamlet County Tax Map N"o~. 1000 Section ~ d~ 1 B ~ _Lot a Subdivision GIO IG,Lvtyl (qtr /~5~,~~,,.~ fOriNM.~ Lot (Name) 0~ 1„1R~ eiwpc3 +iataKn~eO 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work f('PSSo~sA l~u~ ~Oili r1~ ( escription) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 8. Dimensions of entire new construction: Front ~~ ~ Rear a l/ z Depth ~~ Height l ~ ~ f3 ~ Number of Stories I 9. Size of lot: Front ~ B 4 Rear ~ S y Depth ~ ~ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R 2S I ~ fl~~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO~WiII excess fill be removed from premises? YES_ NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No_ Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1 * 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 MAYBE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO %~ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) ~n SS: COUINTYOF ~~IrrK) `)t~hn l> { ~1'C t2~ 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 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. Swom to before me this // daynof ,S fi 20~ Jet . Notary lic aw~M~ Signature f A plicant 1, ~~'~! ~ .~ TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [~ FRAMING /STRAPPING [ ] FIREPLACE ~ CHIMNEY [ ]ROUGH PLBG. [ ]INSULATION ['FINAL [/ \] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: ~-- ~C. tL , DATE g~ ~ / ~ ~ g INSPECTOR 33~1~z TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 1 NSPECTION [FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE 8~ CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: DATE ~ ~ ^ 1 ~ ~ ~ 7 INSPECTOR ' ;!"v~ ~~~ RIELD INSPECTION REPORT DATE COMMENTS OUNDATION (1ST) I L d ~ U" ~~ a/ y ~ w FOUNDATION (2ND) ~~ v~ z 0 p~ ROUGH FR M ~~ ~ A ING & PLUMBING t~J H ~ -_ ( 9 r` , ---- ~ INSUZATION PER N Y y . . STATE ENERGY CODE r.. ~ ~ ~- ~ ~ FINAL ADDTTIONAL COMMENTS r ,~ v= - ~ z.~~~ o ~ ~ p A ,:C, t z ~ m ~' W `"~ O z a y ~x e b -~ >3 ~t l 2- -P° ~~- BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET -NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. P.O. BOX 215 SOUTHOLD, NY 11971, Located at 725 WHITE EAGLE DRIVE LAUREL, NY 11948 Application Number: 3064621 Section: Block: Lot: JOHN SIEFERT 725 WHITE EAGLE DRIVE LAUREL, NY 11948 Certificate Number: 3064621 Building Permit: 0 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: pool house,0utside, PooUSpa, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code artd/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the J'ti Day of July, zoos. t7ame 4TY Rate Rating Circuits ~ AdditioaalCharges pool antl pool house Appliances and Accessories Pool I Spa Bonding 1 0 Time Clock Switch 1 0 Panels 1 100 8 Wiring Aad Devices Fixture 2 0 pool Incandescent Fixture 9 0 Incentlesa:m GFCI Circuit Breaker 2 0 pool Paddle Fan 1 0 Receptade 1 0 Gen, Purpose Receptade 2 0 GFCI Receptade 2 0 20a pool Spedal I heist lock Switch 1 0 Gen, Purpose Switch 6 0 Gan, Purpose seal Continued an Ne# Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. o C.fl~l~ rJ'r~rJ'3rJ'3cJ'r r~PrJ'r~cP cPrJ'3cPrJ'3rJ'dJ~r~ ~~~~ r~r~rJ'cPrJ'rJ'rJ'AJ'3r?P ~ ~rr~n~~.n~nrn~~cn~~~~n~crcrr~~~~nC~o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 7C 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S BUREAU OF ELECTRICITY C5 5 40 FULTON STREET -NEW YORK, NY 10038 5 55 5 S CERTIFIES THAT 5 C5J Upon the application of upon premises owned by 5 5 LJ' G & S ELECTRICAL CONTR. JOHN SIEFERT 5 5 P.O. BOX 215 725 WHITE EAGLE DRIVE 5 5 SOUTHOLD, NY 11971, LAUREL, NY 11948 5 Located at 725 WHITE EAGLE DRIVE LAUREL, NY 11948 5 Application Number: Certificate Number: c 3064621 3064621 S Section: Block: Lot: Building Permit: 0 BDC: na11 ~5! Described as a Residential occupancy, wherein the premises electrical system consisting of 5 55 electrical devices and wiring, described below, located in/on the premises at: 5 ~5 pool house,0utside, PooVSpa, 5 cam, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard S 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the s~ Day of Jaly+ 2~• 5 5 1~ ~ Rate Ratine Cvcuifs ~ 5 5 5 (Swimming Pool): This certificate rovers wmpliance at the date of inspection only. Because of unusual environments it is advisable to have S S frequent tenand/or repairs made by a qualified person. aLJ 5 5 5 5 5 5 5 5 5 5 5 5 5ea1 5 ~5 2 of 2 5 cam, This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 a rs I~ r.J'~ r~ r~rsr~r~r~ r~~srrr~rrrs sr~r~rr~ rJ'rJrJ'rJ'~ ~rn~nr~rs~n o Mark K. Schwartz, AIA -Architect, PLLC 4~'~p is, P.O. Box 933 Phony. (631) 734-4185 .4C r ,.., Cufihogue, New York 11935 Fax: (631)734 -2110 June 3, 2008 Southold Town Building Department Main Road Southold, New York 11971 Re: 725 White Fagle Drive Laurel, New York Building Perntit #33481 To Whom This May Concern: I have been on site during the construction phase and have inspected the framing and strapping. To the best of my knowledge, the framing and the strapping connections have been completed as per plans and meet or exceed code requirements. Please call this office if you have any questions or require additional information. Mazk Schwartz SeifertBldgDeptdac Very truly yours, ~,. TOWN OF SOUTHOLD PROPERTY RECORD CARD IbQC;-IZ°~" ~--~--F ---s- ~- "' '' -~ ~- h i~,: i= OWNER STREET - ~~~' VILLAGE DIST. SUB. LOT.}`4>w~ o~ T GC.. ~ ~"-~ -~-,#- i~~i ~ r ~r, I V - i- FORMER OWNER N E ACR. '~' rLU`KFS ~-^.~ C~G:~CO ~^~{~<<~ S W TYPE OF BUILDING RES. z,o SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS v ,+~ ~ , "~-~. p ,. ~. , t „- ~ ~{ L7tw `1" ~~,..,~~ .~ ~i~~.1 ~~ r ~^~'. 1f~l C'h ~ c:f~ (T "~ nF %_..r l ". ,.>..~:'t ?. S ~ o s ~ !8 - L 11171 1 c - do ~cG -~o Zra I ~~ -'~5` DaD ~ OC? ~ 5OV • ~019~ 2 G Z~Z J ~a /C~! .. }- ~ rt~ 1 - ~., :- .I-;.. Y. 0~,~ +{ ~~, ~5 ~~ v 13 3eo h ~3 I -'~~ ~- ~ ~ ~ ~o Tillable ~'; ;~ ' ~ ~,~, f, ,. ~ FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowkuid DEPTH House Plot ~G2 i 1lco~ '.} ~ +~ BULKHEAD Tavel ~~ _~h~~ . _ . i 127-9-24 3/03 -, ~.., , ~'tey wk.i.e, __ __.. ~X4 ~ - ~, ,L - } Misr F1. «1§tp z°& ~~ ~Sy ~- 35- ~w~3~R L4~~~' V L~rc,.Q~ 433 ~~ • - l5~{ ~ _ ~ - g g- - Foundation G Bath ~ z E nsi z ,~ 375 40~ Basement ~~\ Floors Extension Fxt. Walls Cla Ix~wA Interior. Finish ~ _xtension Fire Place 1/~ 2~ Heat ~ 'orch ~ 33 ~ ~ ~, t'% Pool Attic )eck Patio Rooms 1st Floor Le' ~ru# E~ ~ keezeway Tara ~ c $Z~ 3zS 32~ 1 Driveway Rooms 2nd Floor ~~ 2 ). e. ~3~2Q~ I 1 , ~s3- ?~~3 . ~~r~ Town of Southold ,~ Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM ~+b! ~~ paopearv tocnrioN: s.c.T.kt. a: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN Dlsirict Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) 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? j~ ^ (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 Indiceting Size & Location? /( a This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl +~3- $ Will this Project Require any Land Filling, Grading or Excavation where there Is a change to the Naturel Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? ^ 4 Will this Application Require Land Disturting 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') feel of a Welland or 8each7 ^ s Will there be Site preparetion on Existing Gmde 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 Stonn-Water Run-Off into and/or in the direction of a Town dghlof-wayt ^ $ Will this Project Require the Placement of Material, Removal of Vegetation and/or the Constmction of any Item Within the Town Right-ot-Way or Road Shoulder Area? ^ (This item will NOT Include the Installation of Driveway Aprons.) W 9 ill this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watemourse? ^ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, aStorm-Water, Grading, Drainage 8 Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl ---------------------------------------------------- EXEMPTION: Yes No Does this project meet the minimum standards for classiflcelion as an Agdculturel Project? Note: If You Answered Yes to this Question, aStorm-Water, Grading, Drainage 8 Erosion Control Plan is NOT Requiredl - - STATE OF NEW YORK, ~~ K COUNTY OF ..G .............~......................... SS That I, .. ~ ~.h ~...~.~. ~. `...e. 2. ~ ............................ being duly sworn, deposes and says that he/she is the applicant for Permit, (Name of intlividual signing Documenq And that he/she is the `f0~~ Se ' ' ` ~ ~ (Owner, Contractor, Agent, Coryorale Ginter, etc.) Owner and/or representative of the Owner of 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 aze We [o the best of his knowledge and belieF and that the work will be performed in the manner set forth in the application filed herewith. Swom to before me this; ~+ Notary Public: ......:'.F'~Y..~ :.`:`'~^~'^~' ........................ ll V ........... .............................. ...... ....................... (Signelwe of Appl 1) FORM - 06/07 °°'""'I'"°" ~iga~n lL REVISIONS: PAGE No.: DESCRIPTION: PAGE No.: DESCRIPTION: PAGE No.: DESCRIPTION: PU T-1 TITLE SHEET A-3 FOUNDATION PUN A-7 SECTION B-B S-1 SITE PUN A-4 FLOOR PLAN A-8 DRAINAGE DETAILS, DEBRI-PROTECTION A-1 EAST AND SOUTH ELEVATIONS A-5 ROOF PLAN A-9 CONSTRUCTION DETAILS A-2 WEST AND NORTH ELEVATIONS A-6 SECTION A-A A-10 CONSTRUCTION NOTES UNDERWRITERS CERTIFICATE REQUIRED OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF TI CODES OF NEW YORK STATE. A~PRO','EQ P~ ; C~Q'I'~ ~ DATE:~.1~ Q.F. n 3~/ 1 ~ FEE: /~T~) _ ^:~ PC~,~' _ NOTIFY BUILDIPI. _ '"ThSENT kT 765-1802 8 AM , ~ 4 I FO? THE FOLLOWING INSF'LCii;lN~;;; 1. FOUNDATION - T`1i0 REQUInEp FOR rr^OURED OC`zCRE7E 2. ROUGH - FRAivll^IG & PLUfv13iNG 3. INSULATION 4. FINAL - COfd ~TRUCTION MUST BE COMPLETE FOR C.O. All CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONShLE FOR DESIGN OR CONSTRUCTION ERRORS. P~ STORM WATER RUNOFF UANT TO CHAPTER 23 ~.'~~ ~ ~`~"'~ IETOWN CODE. ®~/~` ' . ~. •~ ~A ~` a'~J r~ pl~.~~.~ ~~:>~~~, ~~~~. rte. ,5 -- b ~. ~~ ii ti~~~ e ~ J 5 a z u m ~ <n u O e Y ~ y V 4 4 W O W x "' J O O u7 ~ "> O o S a> ~~ wv v~ O .~ L J cn T-1 WOODSIDE LANE <~ ~. Y E T O 3 X ,00'81Z 8 5T26'IB" W g ~,.®a,~..n,~~A...,ea ~( vow-o ~' \~,~r.t.~. A ~ ~ ~ O $ ~ o ,. ~~ 4> 4 ~ ~~~ d s ~ ~~ ~TT' r LrL pD °333 O }}}}~~ ~ m 1~1 s ~$ ZA m e ~ ~ ~-y ~ V .n 5 89333 ~ ~ ~ ~~ 8q '-.t .~ 90.667'33 3 ~ nj `"'"~^~,. 80.66, '°~. ~ 5.T o ~ w z ti H K m ~ w w ~rn i N P N e ~ I .~.~~,~ o o ~ m o ~ E ~ z €~ ,00'81L ~~ "°""'""M N 511616" E ~~ ~ ,s ~`k3 t~ ~ .r,~ - m ~ f Seifert House POOL HOUSE Mark K.Schvartz,AlA ~, y S ~ ~, : Architect, PLLC ~• P0 9ax 933 ' ~ ~ ~ ' F ` ~ 725 White E 1e Drive . c°~a°x~m. iw3s N n o ~ LaurelNY SITE PLAN I, i " o Phmvf63U r3441Nb Fa f63ll J314ll0 , N i i i ~ ~ ~ ~ ~ ~ ~_O.. 9._O.. ~ ~ ~ rn ~~ 17•-S'• ~ rn '"~'' Q ~r ~rn II ~y 0 ~ = .--. O z ~- c ~~ rn = ~rn ~r w•"'~~ II // ~' ii \ ~, ~~ ~~a~a ,- D o ~ ~ ~ y~ +,.;t• 17•_6'• 0 1~~ ~ '"'~.,. 4 y c Seifert House POOL HOUSE Mark K. Schwartz, AlA / ~ • p n 3 ~ ~- g ~ Architect, PLLC `• < i ~ F ~ 725 White Eagle Drive PROPOSED EAST ~ SOUTH ELEVATIONS PO. BOx 933 anw,q~r rtr. vs3s $' I~ ~j• N ~ m ~ ~ Laurel, NY , Z s $ ~ 4 w Phoru (631P39~1B5 Fu (63U 139-Z11o N I ~ I i I I I I I I I I rn\ ^~ ; w 1] I rn ~r ~I < y o~ Z ~ ~~ z ~_ rn - y~ irn ~i II / `= ~~' ~ e"c Q ~ ~~eti +,~7' ca,9~ H pia r. ~' :f.~ >`~" O a war ~'__ ... ~ I 4 °~ ~G I a ~ ~ Seifert House POOL HOUSE Mark K. Schwartz, AIA ~ a ~ ~ P ~ A,~h,tBCt, PL~~ 9 ~ . ~ ~ o ~ ~ 725 White Eagle Drive P.O Boz 33 carcwBar NV. v93s ~ N N ~ N ~' s Laurel, NY PROPOSED WEST E NORTH ELEVATIONS jr, i a °o c w PMne f63ll 1344186 Fax (631P34-2La `:y 10'-0" .~, 3._0.. L 14'~ 0 i W 5~N PROJECT NORTH E 5'-0" ____- m in iV m O 3'-0" l"/ 1). 8" THICK POURED CONCRETE FOUNDATION, 3000 psi.. 2). FOUNDATION TO HAVE 16"XB" CONCRETE (2X4) KEYWAY FOOTING. FOOTINGS TO HAVE 2 - #5 CONTINUOUS RE-BAR. ALL FOOTINGS TO REST ON UNDISTURBED SOIL (MINIMUM 30008 CAPACITY). 3). FOUNDATION SLAB TO BE 4" THICK, 3000psi CONCRETE ON COMPACTED FILL. INSTALL 1/2" EXPANSION SOINT MATERIAL WHERE SLAB MEETS ADJOINING WALLS. 4). PROVIDE 2 - 2X6 ACO SILL PLATES UNLESS OTHERWISE NOTED. SILL PLATES ARE TO 8E INSTALLED OVER LOP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. 5). PROVIDE 5/8" DIA. ANCHOR BOLTS AT 57" O.L. AND W/I 1'-0" OF CORNERS. INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS ARE TO HAVE A MINIMUM LF' IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT ARE TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. /~~~(~, t'~ Bin. FOUNDATION PLAN SCALE: 1/4" = 1'-0' #, ~ .A ~.~~ q ~ ~ .~~ ~~ ~, REVISIONS: ~i i~~ ~i~ ~ V . j -. o. "' ^ a} ~~z h'-°5` k i 1f Q U S W j < a O J 0 S J ~ 0 (Z N V7 ~ > O mY 2 ~ ,,,yyy~~~ o = W y ~ t o 3 J Q~ ~ A 0 I SG1LE VP•1'-0'I A-3 20'0" \' 10'-O" ~ SO'-0" A61 (3) 1-3/4X9-1/2 ML HEADER o f i~ in N ~_ u ~ ~o - .I ~ o O f~ 1 ti ' N ~ m'~ 14'-6 1/2" 4'-6 1/2" POST TO b RIDGE i :~ 4'-1" TOWEL BENCH RACK iV ~-, c ;, N T O ' ~ N ~ R °o TOWELS AND CHANGING R00 ^ ^ ~ A21 x, A21 ~ ,x SO" HB~G FIBERGLASS COLUMN ANCHORED x , 3'-O" WIDE X 1'-6" DEE „~ , x FINISHED BASE (PER OWNER) m I I mm ~ ~ ~ j ~j-~ - ~ L J 6X6 FIR TRUSS (SEE ELEVATION) (3) 1-3/4 X14 ML HEADER L I I ~J 2'-6" 2'-6" ~ 2'-6" 2'-6" 5'-0" 10'0" 5'-0" 20'0" m ^ W ~--------~ S~N PROJECT NORTH FLOOR PLAN E SCALE: 1/4" = 1'-0' 0 N 1). PLATE HEIGHT AT 8'-0". WALLS TO BE FRAMED WITH 2X6 DF•2 STUDS AT 16" O.L.. 3). EXTERIOR SHEATHING TO BE 1/2" THICK FIR LDX PLYWOOD. 4). PROVIDE 3 - 2X6 DF+2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MIGROLAM HEADERS. 5). ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. REVISIONS: :~ e~ ~ a 3 C 2 }_ 4 d y ~' O ~' q X ~ ° S, '~1p+2 C' V S h W O g = a J $ O O N N ~ i O 0 2 dr m ~ ~ "a ,~ 3 J ~ ~ Ln ~ OR~WN: MH/MS 90ALE: 1/4,•1•_0•• TOB ~: Sepbmber 01, 2001 SHEET NUMBER: A-4 ,~i ~> 1 1 I 1 ' W 1 ~ I i 2 1 1 J 1 1 ~ 1 ~ i 1 -~ 1 I POST TO_ ' RIDGE OH 1 I 1 ----------'---• 1 •----------• ' i , 1______________ ~ 1 _______________ ~ 1 ~~ ~~ ~ 1 1 1 ~~ ~~ 1' x 1 1 11 ~ 1 1 1 1 1 ~~ W X f m i .. 1 16" OH ~' 1 ' 1 1 1 1 1 ~ 1 ~ ~ 1 I 1 1 1 1 1 / ~%10 DFx2 RR L 16"OL 1 1 I ~ i 1 1 1 1 1 11 1~ i~ ~ 1 1 ~ 1 1 1 1 I 1 _a I 1 , ~ 1 ~ ' , 1 ' , 1 -------------' ' 1 ,~ 1 ' 1 , 1 ' ~ , 1 1 ~ , 1 , ~ 1 1 , 1 ~ 1 , ~, 1 1 ~ , ~' ~, 1 ' ~ , 1 ~ ~ , 1 1 1 , 1 ' 1 , 1 ' 1 ~ ~ 1 ~ I 1 1 ~ , ~ 1 ~ ~ 1 ; 1 1 1 , ~ 1 1 , ~1 ~, 1 1 1 ~ 1 .___________.1 ~ 1 ~' ~' 1 1 ' 1' ~' ~~ ~~ ~ 1 1 1 ., 1 , ~, ----------------- '1 ,//~ I W S~N PROJECT NORTH E ROOF PLAN SCALE: 1/4" = 1'-0' NOTE: 1). INSTALL 2X4 DF+~2 COLLAR TIES AT 16" O.L. (SEE SECTION A-A). 2). APPLY 1/2" THICK FIR LDX SHEATHING OVER ROOF FRAME. 3). APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 4). USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. 5). ICE ~ WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS (TYPICAL). 6). DO NOT INSTALL UNDERLAYMENT ON WET / DAMP PLYWOOD!!I SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY. LOVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. 7). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 - 12 GAUGE WITH AT LEAST 3/8" DU. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. ~ .w^' ~: ~ I /pf (\~ a ~~~I /,~,' r~~~ y .« REVISIONS: O IP - `~ ti C y N J m ~ca= ~ _. ~ z LL V d 3 'o N ~ a ~ ~ Y e' 6 W O 5 = a J g O N ~ ~ O c _ m~ W ai LL m ~ ~ *' o ~, 3 J lv ~ A DMWN: MH / MS SCALE: V4'•1'-D" aoe •: September W,3001 SNEET NUMBER A-5 RIDGE VENT ~1{'1~~\1~ i!~!!s!+r~-.-- \3/4X14 ML RIDGE - - - - - - - - - - - ~ - - @I 'OL 2~r I O~'n*2 ASPHALT ROOFING •9,P 15+~ FELT UNDERLAY @~_ 1/2" CDX SHEATHING SLIDING DOOR TRACK SYSTEM 0 .. Ib" OH 2X6 ALQ SILL PLATE LOP-R-TEX TERMITE SHIELD FOAM / FG SILL SEAL SIDING PER OWNER 5/S" DIA. ANCHOR BOLTS w/ UNDERLAYMENT @57" OL, w/ 3X3 S0. i/2" SHEATHING WASHERS AND NUTS, 2X6 DFx2 STUD WALL E W/I 1' OF ALL CORNERS @16"OC AND INTERSECTIONS .~`. " ~ ~4" LONL SLAB (TYPICAL) " c ° g" PC \/ \~ " ~ .~ FOUNDATIO De ~ ___-_______=i n " ------------' 16"XS"LONC,FTG. GRADE ~ ~'-zr--'--~'-=--' 2X4 KEYWAY ~~ °~~~ ~~~ (2) •5 REBAR 16" o` D ~o C SECTION A-A MIN e b ~ ~ ~ • (2) #5 REBAR DRAIN TILE ~~ -~ 16" SCALE: 1~4~~ = 1~-O~~ ALTERNATIVE FOUNDATION ~*!!~ -. N.T.S. "'~yy u _ REVISIONS: i~ .:~ e a V N J e a ~ W s d ~ ~ ~ <X U ° ~ P y Q U ~ ` s W Cn = o J O N 0 N N ~ i Q O }2 dr AL` ~ ~ '~ t O 3 "' m DMWN~ MH/MS SCALE: 1/1'•1'-0" SOB e: Sepfemeer W, 1007 SNEET NUMBER: A-6 RIDGE VENT w~nu~~ ~un~. r i ~. w/ (3) +5 REBAR SECTION B-B SCALE: 1/4" = 1'-0" REVISIONS: i~. .:ii e~ ~~ a ~ ~ a ~ 4 S d S q~a h t L @ a 1( " ~ y ~ U L 'W V1/ J O m _ m O W H O a a~ ~ z 0 0 2 "'_ ~v d~ ~ ~ o NF 3 J cn DAAWN: MH/MS SOB e: saafeMe.r a, soor SNEEr NUMBEF: A-7 I"I Q LED ~ ~ I N ~ •. • ~_, to 'yo _ • I ~' III ICJ. ~~ ~~ ~~. ~' ~~ ~ ~ ~' f ~ ~' 'll I;I IL 1 ;' ,~~ ~ ~; ih~T ~ ~~ I ~ ~ n„~'~ ~,; li ~ ~ III y '' ' I I ~i I;~ ~`~~' ~i I I 1 , ~ ~ I, ~I i i6,~ I/ / I I I ~~~ I l ~l I I`~ ~ r J~ I/ v 1 J ~ ~ I'A :~; Ili I I i i~i• ~i I~; ~ ~ ~ II'~~ . II ~ I I ~ 9 - ~; A i i ~ I( ' it II III `t, III n ~,. ,~,IF-AEF,.IN. ~ =~.woc0 (NTEMIAlMA4 ]N6-O S4i STORM WATER MANAGEMENT DETAILS N.T.S. ~~ i~r ~~w TYPICAL DOOR OPENING (LEss THAN 4~-oxe'-o` aPENiNG) .= ti~% 3' ~P ~swP P,roEl- m N, m,NG ( ;~:~~.! DSxI ~~ r Y~p41 x Tum-~ ~ I i_ i ~ ~ ~~ ~ 1 1 I ) 1 y III i I ~~ I ~! ( I~ I I ~ I I I I ~~ I II ~I I I 1 1 i i~ t ~I, ~ l ~ i II ~ 1 1 ~; f i ~ ~ I, .. I I ~ I iii ~ . ~ ~ / I ~ ~~ ~ ~ ~, i / 1 ~ 1 1 ~ ~ i ~I ~ n~ ~ ~ ~ I ~ ) ~ n ~ ~r~ I ~ ~ ~ J ~ ( )il I' I ~ i ~ 1 1` I ( _111 I III i ' 1 I I ' ~ ~ ~ 1 ~ ~ ~ ~ -~ ~~ ' I ~~ ~ I~ 1 ~ I ~~ ~~ ~ ~ S 1 ~ I ~ 1 I ~ ~ ~ ~ ~ ~ ~ ~ ~~~ I ~ i ` ~ I I 1 I ~ 1 ~~~ I I ' i II I I i ~ I 1 ~ i ~~ ~ ~, I II ~1 1 ~ I~ ~~ 1 / 1 11 ( ~ li / II I I I ~ 1 1~ ~~ i ~I ' ~ II I I I ~ ~ I I ~ l ~ ' ) I 1 1, ~ ~ i ~ I ~ ~I n ; ~ -, i , ~ I, i• 1 ~ ~ , j ) ~ ~ I 1 I it ~ , I ~ ~ i ll ~ I~ '' ~ i i 1 I I i MRT1 ~kYAQN) 44lANlES cGw[cr[o T STEP WTx ST.NNE55 StR Cn W Nplfp h^ll$ W~ WAOIfRS Nnw+svraoc. TYPICAL MULTIPLE OPENINGS (MORE THAN <'-'Jx8'-O" OPENING) GCNCRAL OM 4ELL5 MUST HDi BE VSEO WNCRE TNCPE INSTALUTICN WpJLU CREAIF A 4CNIFICANT RL51( FOR BASEMEN SEV A4E OR FLpDO-1G. G°EE SVRF]CGL FLOODING Cf 6RWMDWATCR. OR BCTGIFERL WITH TNC MIiATICN OF 91BSURFKC SEWAGC p15PV5K SVSTCMS.WO OTNCR AIBSURF/CL STRIKNRES. ORY WELLS MIST [1C LOUTCD NIO COHTI4URE0 WHERE iNCN COXSERVCTZCH MLL NOT CCMPKT TXC SOILS BELOW TNC IXtY WCLL. FB4ILLY A DRY WELL SHOVLO BE PROTECTED BY E.6EMENT. CfEO RESTRICTfOH, OPDIXAX[E. qi OTHER LE4K MEASURES THAT PMVEMi ITS NE4LE[T. ADVERSE KTE0.41IOH. ANO REMOVAL. THE BURg1 pF THE p1T WELL MUST BE AT LCAST 3 FCCT ABOVE SGSQIK NILN WATER TABLE Gi BEMOLN Nq BE AS LEYCL A5 POSSIBLE TO LMFOpMLY DISTRIBUTE RUNOFF INRLTMTIp OVER SUBLRADE SOILS. Pam carwKnrx Rv -OGLING ARE VITK. _ xnvoCo S~PwMING CIXILU' XEO q-ETO PREVEM COXBTRUCnOX Eg1R! FROM COMPKTM4 THE AIBWADE SOILS W WNG p PNECMRIONS SIG1/LO BE TN2M TO MIEVENT BOTX 511WL0 ~ W fR MaPEM~ wI wASrEPS p li' a c. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING 1MPACi GLAZING) VJINOBOPNE DEBRIS PROT[-CTION FASTENImG SCHEDULE (013 WOOD STRUCTURAL PANELS V/DOD STRUCRIRAL PANELS wETH A MINIMUM THiIXNEbS OF )/ifi" AND MA%IMUM PANEL SPAN OF R FEET 9HALl BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWtrSTOPY BUILDINGS. PANELS SHPiL BE P0.ENT TO COVER GURZEU OPENINGS WIIH ATTACHMENT HARDWARE PROVIDER (REFER TO SECTION 1669.1.4, 1609.fi.b AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CPVSTPUCTION CODE). THIS IS NOT A SURSnTUT10N Fpi DESIGN-PRESSURE. KL OPENINGS NUST HAVE DESIGNLRE59UPE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND REAOV TU USE UN ANV NEW WINWWS AND CNNJRS. SHUTTERS NUST BE MARKED FUR WHAT ~ENiNG R IS TU CUVER. HARDWARE MUSZ ACCOMPANY SHUTTERS FCR INSTALLATION. CRY WELL LpISTRUCitOx SNWLO 0E O[UYEp UNTIL KL OTHER CONSTRUCTION SXOULO BE LLUYFD UITIl KL °TN[A CCNSTRUCilCN (ACAS ipAT fUY TEMPORMBLY pp PDIHIN(MLY DRNM TO THE pry WELL ME STABIL'I[p. TNEi pfUYEO LCNSTgICTIp EnPW515 iNE NEED. A5 0C5CRIBED ABOVE TO CORDON OF[ THE °RY WCLL MGIS) TD PxEVEMT COMPKT[ON BY Cdl$TRUCTIG FWIDHEN[ A(W MATERGL 5[ORKC DURBIG OINEq SITE CWSTRUCTI{x! KTIVTTIES. Sln[WA-T, USE OF THE OTY WCLL AS A SEpInENT BASW IS STRONGLY DISLWpKEO, WHERE UxAVOffIABLE. G'GVAi[pl FOR THE SEpIMENT BASIN SHW LO BE A npMUM Cf 3 FEET ABOVE TXF f[HAL pESIGX EtfNATION OF THE pRY VELL BOTTOM. KcunuuTEp sEDm[xr cAH TN[x BE REnovED Wnxpur plsTURBmG rxE sueGRADE wlLS Ar TNF DRr WCLL aprTOn. WwtN sHaLO az FsTABIlsx[D oXLY AFT[p CONSTiM1ICTIOM VfTNIx TNF 011Y VELL'S OpAryAGE ARf IS CCMPLEIED N10 DpAIxKE.wG srABluz[D. IF OqY WELL CWSTRJCTIRI C.VNOT BE OEGY[0 VNTSL tTi dIA1NK[ ACFA I$ STABILIZED, pCVEp51d PIPL4G OR OT4CR SUITABLE HEASUREi SMW_(1 BE II15TKLED DURBIG KL PXASES OF CCM1STRLCTSON TO OIKRT KL RUNOFF AHD SF.OIMENT AWAY FROn TNf GBY YELL. THESE OIVEp51p: MEASVRES SHOULD NOT BE NEMOVEO UHTIt ALL GPISTRDCTICN VITNIH TXE ORY WELL'S GpAIXAGE AREA t5 [PIPLETEO Nq TNF gUCxAGE MFA STABIL]ZEO. STIX1F FILL AGGPCW TF SNWL'J BF PIKED IN LILTS Mp C°MPKTED USIX6 P.ATF COnPKTpiS. A hWMVn L005E LIFT TNICXHE55 °F I] INCHES IS RECOnMENOED. PRETREATMEIrt: AS VITH KL OTHER BEST nAYAGEMENT PpKTICES. PRETRGTMENT C.W EMEND THE Fl1NGnONAL LIFO GFAORY WELL WNLLE LENEFALLY NOi ASIGVIFI!ANT SOURCE CF RUNCfF POLW TICK. ROOFS Gx NEVERT4ELE55 RE TXE iWR¢ OF FARTIC-UUTES AxG CRLANIL IMTTER AND, WRING SITE CONSTRVCTIC', SCDIYENT AND CCBp15 T4EREFpiE pODF GVTTEp GU.V105 ANp/di 5LNP5 GRTMO51[0.UPPEp VITx (LEAN-CVISI IN [p1WlT5 TO A DRV VELL SNW LO B[ INC WOLD NNCRC VER YRKLICAL i0 MIN1nIZE iXE AMJUXT q SEOInExi AND GTXFfl PARn[UGTES 14Ai CM [HRR THE D11Y WELL DRY WELLS: ROOF AREA: 649.8 SQ. FT. @ 100% WATE RUNOFF: 1D8.6 CU. FT. INSTALL: (1) 8' DIA. X 4' DEEP DRYWELL (MAX. CAPACITY: 169 CU. FT.) XOTCS II [xE[M0I1 AI OC NOT BE41N INSTALLATION UNT[L SUBSTRATES RAVE 9EEH PROPERLY PgfPAgED ]1 FREPMATI(YI N CIF.W i1M(KF i1pRIXIGHLT NiIOq TG p15TKUTILN BI PREPNE SUgFKES U5IN4tl[TXOOi RECOMMEXOE08Y THE MNIUIMNRE fOfl KHIEVIHL THE BEST gESULTS (OR THE iUB4MTE UNOEfl THE Pg0]fCi CONDITIONS CI PKNT COIICEKEO METK iUR(KES.VID iURFKES IN CONTKT WETN OI55MICAR nETKS WITH pgpTECTIVE BA[NING P.VNT [BONN WONN VI KCORpANCE W[TN CDA NANpBGDN AND TMf ~. I GUTRR TG Bf PET[XEp TOWAF45 LEADER I'TO ]'ECgF 2I SXEEi METAL TOD! LENGTHS MTN WATERTIGHT SOINiii ~P~ C/, oI COPPER / LfAO ELASX Axp SOLDER GUTTEflS TO p ACtESSCNIFs RI 4VMMJK gMLN] UVLn MTH A BUM 5 [CIIxE[TORs 3~ CGMAECT pOVN$PW TS TL STORM SEMER SYSTE CMNECTION WRERTIGNi ~ q FROTE[nON A~ FROTE[T NI TGU[x-u ~N k }` `f REVISIONS: :''~:;= Y a 1 ~c W _~ J W Q ^i` W 'W^ V / z 0 0 a m W O J W O W LS a z 7 0 W Uj O Z w O t ° 3J r 7 i raR • 1 A-8 ' ' d ~,! ~ II ~~ll ' ~~ ~ I i~ ~ ~ . ~ T - ~ 1 ~~ -~ I f li i~f'~ ~ L ~ , ~ ~1;,, 1 , ~~ w , ~ ,~ ' I ~ ~ I'~ I, l,~l l ~ , l ' ' ~ I y I ~ ,1 , p - I ~ I ~ r - ~ ~ 'I i III ~ ~ ~ ~ ~ ~ li I ~ /i i ~ ~~ TYPICAL WINDOW OPENING (LESSTHMI 4'-]kR'-U" OPENING) ~` DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS u5E TLE FOLLOW NG 4PPROVED u5P METAL G04vEGTORS FOR PROPER LND REEISrdti' F GOOD GONST/-LbG'10\, FOL..O..~ MANI:FdCTJRES REGC^"'FeDEC IvSTALLATIOS WSTRU^O\5 'O AG.+IEVE =dXIM,."I uPJ-' LOAD GAPAG_ i ..,,.o. JACK Sruos _. roP.smE of ALIGN USP NVMBER OESCRIPtION 49lIUiIM LORWF LSrAI. 3.']Ign siWV AM~vOVER RAGE OEACn RAfiER MRER wuL sHEnmING ~ NEEP ROOFING rvuLS OUr of E,ASHInc ~ RoOFINC UVS esE ~ FLASnINC. mcHEs AsE FLASHING WR+PB CORNERS, EXrEN05 UHDfflµsHMGLES+r spfsx wcxfs pugs snINGLES nr BASf MIN aiNLNEs ,Er FLOOR wKL 9rgPPING ~ = 1 ~ ~pL OR+IH rII. II IVPICPI CON[ NMIXrtHIC FWNO+IION REINFORCE W1IN QIUREIHFORCINGBMS SIDE WALL FLASHINCs vSVOaNE <P.P aaV~ [ ePF",••eC Eor.EN x ErE..LL.DMN- I ..OxC FiG ,P~'e Mm 9 srFEL CawMN+NCxoRED iO J.'+z.+lrcMC Fr., rF + L b'A REMFdiLING BPR iHRE rvE ORCE FOOrINOrW BNAN WG WALLS sNG cauMNS I F IiIU REINFONCWGBMS LOCATION VsP NVM Eq OESCRI TIM' MPLIGLION', RAFiEP / ..lye i!pp\YN PNCHOR EL+MCN E~Crr per, ~Eq / .]w..rwovm.M:cHOR caxxccr r0 EPCNq+FIER RAFrER WPLL SrUD - ~ l Naoucx-ROOF EXHAUSr VENr55ELERED ANO ' \ LacArEO SVCMmncrM VENiK+iION CHPNNEL As gEOUwfD RAFTERS MuxruN vENnwnM ~ioc.q Dlsr me sHNLL BE PROVmfG wrH n INIMUH NEL FREE VENTMTING AREA - wP GUnIER NOr LE451NAN V150K THE AREA DF ME SPgCE VENTILATED. PLL OPENINGS ONiIrv sCREENE01 SHALL eE COVEREGSMrn ingRDSION- m. sof.n /Exr xwN RESISr0.Vr NEiPL NEBH WIiX MESX [ONE OPExIHGS Of !!INCH IM gMENBIp MjQFFTED EAVE ROOF VENTILATION ! SOFFITED EAVE DETAIL ..:: i ~ ~ L L iER MxE SMFLD G+SxEr MRENE sNEr O[.PCN RLOFING L/YS ' n RPSHMG Ai ANCHOR BOLT CONNEC TION 'JSE wrH S.JSwPnE wnsHEas Es ANO rw IVSP LBPSSe OR BPE0.11 FWNWTICN SR'OIA M![HpiSIXr H09 B0.i LDNMECrION 'WL R IN M PA IX M S snL Pure rD FOUxonno" C NG Ai BO O roar 'oc *roM P f RI N SILLPLAiE iOf WNDPiIOX tORIES s uL BOrrou w+rE rogouxwrlM sroRlES ~r sr oc OtCM BEIM Fpi MUOBRL IF REW10.E0- MMINVM NOip EOUKS rR OEVTN OF BE+N SNEEr MEiN I ] 4 FELL VNDER BENx 1i POINr OF CgIIPCr WIiX CONCRETE M COHC PLOCM sHIMS roLEL4L BEwM J NINIMJM BEARING SUPFALE FOR WOOD BE+M ROOF JACKS . VENTS DETAIL G oooR fRU.E ~O°N ~ usE axe fOR BLOLxWr A' Nb ' M X BIOPF ' pRIV6Yl.~ H InwJ lb 60 nLe-E TYPICAL BEAM DETAIL STEEL /BOTTOM BEARING ~IOlsi srEEL nor„H Jasr Axo Awum HEloFrt G.ARA6E DOOR 9LOOKOUT BOrrO/n oLArE Bnr"VR oo~:B.F..ols- BAiF so rUB5 i9 Y/ s PPOO FOR JOIST PgavpE BLOawG BErwEEx Jolsrs rnAr wRE sgpfG NxD OVER BE+RING WPLLS 4NO NE+DEgs wooc.Gls clq wooDEJD sp t.L lps'S LMNECiEU r0 P FLVSN HEPDER i0 BE sUPPORTFC WiiH THE PROPERSrEEJL CONNECTOR IF F9LEi sE is PPROX.I 'NIGHERiNM'LVL NEAGE45 o +uow FOR sxamgncE. s REBUCE BUMP ours F ' T N~ . C P/ 1 ^1 ' REVISIONS:. ~__ -_ I _- -~. _.... _. T- 1;:;:• Q e ~ C _ ~ _ Y ~ J ~ ' I W V / FAO LL En J W Z O r LJ f N U W N O 0 2 N > of Z W y L v ~ ~ ~ D y_ t J V / N r C)flAWN. 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