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HomeMy WebLinkAbout49700-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �i-.a rr SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49700 Date: 9/14/2023 Permission is hereby granted to- Ryan o:R an Jr, John PO BOX 2120 Green ort, NY 11944 To: construct accessory shed as applied for per ZBA approval. At premises located at: 90 Dawn Dr, Green ort SCTM #473889 Sec/Block/Lot# 35.-5-11 Pursuant to application dated 5/11/2023 and approved by the Building Inspector, To expire on 3/15/2025. Fees: ACCESSORY $189.60 CO-ACCESSORY BUILDING $50.00 Total: $239.60 Building Inspector TOWN OF SOUTHOLD–BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631)765-9502 h,qps://www outholdlo'wn-11 I-- Date �— Date Received APPLICATION FOR BUILDING PERMIT � r , For Office Use Only n V � -3 UN 0 PERMIT NO, Building Inspector. Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:6/15/2023 OWNER(S)OF PROPERTY: Name:John R Ryan Jr scrM#1000-473889 O3 5,__ Project Address:90 Dawn Dr Greenport NY 11944 (A e-p /o' A VAJ Phone#:917-921-0000 Email:jryanspc@gmail.com MailingAddress:PO Box 2120 Greenport NY 11944 CONTACT PERSON; Name: �&tyles S f3�,-Du L Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name--T-1 Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 540ther $20,000.00 Will the lot be re-graded? ❑Yes Ao Will excess fill be removed from premises? ZYes ONO 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes VNo IF YES, PROVIDE A COPY. W Check Box After Readirtg. The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. 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,&iterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing coder and regulations and to admit authort wd Inspectors on premises and In building(s)for necessary inspections.False statements made heroin are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application SulbttM ed By pri rmie) Jo n R Ryan Jr [DAuthorized Agent INOwner Signature of Appllcafiftr-- fc �r°, Date: f �� CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01 BU6185050 SS: Qualified in Suffolk County COUNTY OF, ) Commission Expires April 14,2QQ 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ay ofLA Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein.. Owner's Signature Date Print Owner's Name 2 f i BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson o 53095 Main Road•P.O. Box 1179 Patricia Acampora � Southold,NY 11971-0959 Eric Dantes O ice L cation..: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) Southold,NY 11971 RECEIVED http://southoldtownny.gov 4, 1a 6 11:30 Ain ZONING BOARD OF APPEALS APA 2 4 2023 TOWN OF SOUTHOLD Tel. (631) 765-1809 " South01d Tbwn rr FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF APRIL 20,2023 ZBA FILE: #7753 NAME OF APPLICANT: John Ryan PROPERTY LOCATION: 90 Dawn Drive, Greenport,NY SCTM: 1000-35-5-11 5I3 RA DETEMAI ATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRA IVL7 CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated December 22,2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. I WRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSIDESCRIPTIO V": The subject, non-conforming, rectangular-shaped 14,322.87 square feet, .329-acre parcel measures 100.00 feet along Dawn Drive then runs west 147.35 feet along Wiggins Lane then runs south 90 feet along a residentially developed lot to the west and returns 154.72 feet along a residential lot to the south. The property is improved with a one and half story wood frame residence with attached garage,a slate entry walk, asphalt driveway, an attached wood deck,slate patio, slate walkway, air condensers and a generator as shown on the survey prepared by Michael J. Scalice, Licensed Land Surveyor last revised October 26,2022. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section 280- 124; and the Building Inspector's November 18,2022 Notice of Disapproval based on an application for a permit to demolish an existing accessory shed and construct an accessory in ground swimming pool and an accessory shed,at; 1) construction located in other than the code required rear yard; 2) construction more than the code permitted maximum lot coverage of 20%; located at: 90 Dawn Drive, Greenport,NY. SCTM No.35-5-11. RELIEF RE LIESTE : The applicant requests two variances to further improve their property with an in-ground swimming pool, measuring 16 feet by 36 feet, located partially in the front yard, where the Code requires such improvements to be located in a rear yard location with lot coverage of an additional 576 square feet and the construction of a garden shed with a footprint of 288 square feet increasing the overall lot coverage to 21.7%where the Code limits lot coverage to 20%. The subject,corner,parcel has two front yards(Dawn Drive and Wiggins Lane). While Dawn Drive services a waterfront neighborhood,Wiggins Lane terminates at the subject property and services 0D Page 2,April 20,2023 #7753,Ryan SCTM No. 1000-35-5-11 one other house. The residentially developed property to the west, accessed via Main Road, is in excess of three acres and is maintained as an open field beyond Wiggins Lane. Town Code §280-124 Non-Conforming Lots provides for non-conforming lots with primary and secondary front yards shall be required to meet the following requirements,less than 20,000 square feet: Primary front yard setback,35 feet; Secondary front yard setback 25 feet;minimum side yard setback 10 feet. The property is covered by the following Certificate of Occupancy and Building Permits: #Z-25415 dated December 12, 1.997 covering an accessory storage shcd in the rear yard(removed) #Z-34092 dated November 24,2009 covering installation of solar panels #45620 dated December 29,2020 building permit for alterations and additions(finished basement) #48372 dated October 5,2022 building permit to legalize an `as built' generator The applicant provided a site plan, labeled A.1 prepared by Todd O'Connell, Registered Architect and dated December 14, 2022. The site plan does not include a proposed dry well for pool dewatering nor does it include the location of the onsite sanitary/septic system. No member of the public or an immediate neighbor spoke in favor of or against this application. FINDINGS 1NGS Ol hACTI 1t ,ASONS EQ-RU-0A AQT10N. The Zoning Board of Appeals held a public hearing on this application on April 6,2023 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town.Law 267-b 3 b 1' . Grant of the variances or alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject, corner,parcel is located at the end of road and is shielded by mature landscaping. Having,two front yards,there is little to no room to place the requested improvements in a conforming .location. Swimming pools and sheds are common accessories to hornes throughout Southold town. In granting alternative relief,in order to meet the minimum secondary front yard setback per Code,while still placed partially in the front yard,the inground swimming,pool will be `more' conforming and little to no visual impact will occur. Furthermore, the requested relief relative to excessive lot coverage will be undiscemible to neighbors,passersby or those using the roadway. 2. Town Davy §x267-1r )Q�, The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue,other than an area variance. The applicant can reduce the size of existing deck or remove it in its entirety and remove the existing slate terrace and place the swimming pool in a conforming rear yard location. In so doing, the applicant would reduce lot coverage to comply with the Code and also remove the need for the second variance request to place the pool in a non-conforming location. 3. Town Law §267-b(3)(13)(3). The variances granted herein are mathematically substantial, representing 100% relief from the code relative to the proposed partial front yard location of the inground swimming, pool and 1.7% relief from the code relative to excessive lot coverage. However, the applicant's property is encumbered with two front yards and as such,creates a unique hardship. The property is well screened and the secondary road, Wiggins Lane, is a dead-end servicing only one additional neighbor. 4. " "own Law 6267- 3 b No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Page 3,April 20,2023 #7753,Ryan SCTM No. 1000-35-5-11 5. Town Law Ii267-b(M(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law 4267-b. Grant of alternative relief relative to the placement of the inground swimming pool and Grant of the requested relief relative to excessive lot coverage is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a 16 feet by 32 feet inground swimming pool partially (576 square feet),located in the front yard and 21.7% lot coverage for the installation of the pool and an accessary shed consisting of 288 square feet while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. SOLUTION OF TJE BO In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Planarriento,seconded by Member Weisman(Chairperson), and duly carried,to GRANT the variance for 21.7% lot coverage as applied for and GRANT ALTERNATIVE RELIEF as follows: the in-ground swimming pool is to be placed no closer than 25 feet from the front yard property line along Wiggins Lane per Town Code §280-124 Non-Conforming Lots, SUBJECT TO THE FOLLO"W"ING CONDITIONS:. 1. The applicant shall submit two sets of a Revised Site Plan to the Zoning Board of Appeals depicting the Alternative Relief granted for the in-ground swimming pool location prior to the issuance of a building permit. 2. The Revised Site Plan shall also depict the locations of the drywell for pool de-watering to be installed, and the septic system location having a minimum distance of 20 feet from the in-ground swimming pool. 3. Deer tolerant evergreen screening shall be planted and continually maintained along the western lot line. Plantings shall be no further than eight(8)feet apart. 4. Pool pump equipment/mechanicals must be located a minimum of 20 feet from any property,line or be contained in a shed type enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures. This is to be shown on the site plan provided to the Zoning Board of Appeals prior to the issuance of a building permit. 5. The original Certificate of Occupancy for the construction of the residence shall be submitted to the Zoning Board of Appeals prior to the issuance of a building permit. 6. Open building permits for the additions and alterations to the residence and the `as built' installation of the generator are to be closed and a Certificate of Occupancy shall be issued prior to the issuance of the building permit granted in this Board decision. Be ore ain or a bulldin ermit the applicant or ager!must submit to the Board of Appeals for approval and filing,pfe set's o 'therival site lan con orMk1 to the alternativerelieforanted herein. The ZBA will forward one set of approved,stamped drawings to the Building Department. Failure to follow thisprocedure may result in the delay or denial of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void i That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued t s Page 4,April 20,2023 #7753,Ryan SCTM No. 1000-35-5-11 The Board reserves the right to substitute a similar design that is de minimus in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON,THE APPROVAUSI GRANTED HEREII Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public !tearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,siteplan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE' COMPLIANCE WITH THE CODE RE QUIRED TIME FRAME DESCRIBED HERE II .Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson),Acampora, Dantes,Lehnert,and Planamento(5-0). r ......... 2lie Kanes Weisman, Chairperson Approved for filing r"Y /2023 c IMATC AND 0E05QAFHIC DE5ION CRITERIA ( 3 sem_ I,o.� r ZONING INFORMATION ZONING CALCULATIONS IMAM P J oESieu cRi ERw _ TOWN OF 50UTUHOLD L >� > O o. R sAr s �� u J WIGGINS LANEA << j ------- 147.35- N66-39-50T a� 3 I l33 ar mete l 4�� IgLI� E 'ih; ASPHALT j DEER TOLERANT -j DRIVEWAYC 3 SKIP LAUREL _ + FLANTINGS, 5 FEET APART Fes - L I I,AAT€WALK �A e '".' a "�`� moi. 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GAl\/ANIZED Ground 5 w L Wind Speed: 13Q m h;3,sec"Giant i;F4 GROiJND FAULT 1NTlMRRUPT reate x . . 110 f ste•t mile p. - :- GL GLASS' „ , A g . - . P UM WALL BOARD GWB GY 5 Crushed one Pad 12"Mfn Flo r Pia special Win "n - .. . . . . d Re 'on HG HOo_1-OW CO E R .•; to me ebris done. p x_ � NO . HDW. HARDWARE 14=0Otaf plan . :.; - Foundation plan . . , ` , . HM HO1. OW ME?AL 1� �� . „ , R TAL :O (ZO Seismic Design'Category :G � E-+ HOR , .�- N - 1 li H POWT . .. . HP G e � FIT H1GHT , . • • ; weatherMg Severe }-r� W H+JAC�:' FtEATING/VENTILATI©N/Al;;CO JDITION .. ��\ " D Frost Line Depth►': 36 ,inches W ;`W , . . . . . . . rmtte , IN. IrJG>-� , , ,NT' NTE i f21QR Te lnfestatian� . I e ' Moderafe.to H avy � � . . �' eras , - �I Sli ht to Mcd e ,,. ICV ::, INERT ,, �, ',E:,:Deco Probabili iY: . ' " I'IT 'KITCHEN - .. .4 W<._ _- . - ����o� � Winter Desi n Tem rature . , LskV...,, .LA. x,y .. vATORY u...,,. � ` � -� -G?. - r., , ., Mme. I ,a , , erI d Valleys and"Perimeter L w.. , �, , , 12 . , ,:: FI dhHazard Exern ayment Require .. '""~�---�. ,. „ Air Freezing Index, � ' 599 W � C7 ►-, Mean Annr�al 7i:mp 51 � � C1 - - :.�' 1\1, DEIGN P1z5Ul2E Dp RATING. . ,.,. . , : 1`�'ll . ,' #ti:` lh/Indd+k . ZONE 4' 0P 25 . H g V �\\\yyy��/////��A����II���u����',1 ;ate �,Daors 2 ZONE 5 DP 3O � Q � ZONE.1 DP 25 U " .. - ZONE 2 DP ata � _ - �- `' ZC)NE 3 DP 30 A _ c� ZONE 1 DP 20 * tit ZONE'2. DP 45 �, Leg .. end , `� ?AN> 8. DP 45 E .xIa'ing walls to Remain . .. .. - Deft Elevation . , • .- x,.. >~.xisitir{g Wails to ba 'errroved _ _ ___ __ Front EIGVatlon _ . , dear Elevation = , . , , New walls and Partitions � . ' _ , � ins ulafl . W tm ior' , , ... e _ `�, , Door = Rubber Membron� Roof System . over 1/2"CDX Plywood'Sheath(ng Edt �ett�t � �`'� ' Window avert"x12 RR 16 OG ` _-1-- exaetlrtE! 16'-GO" .. - .. . Minimum Uniform( Distributed Live Loads: Table R3t4i 5 Structural Beam __.. . .._...._. - , - 12 .. LlSE �:, LN /5 L EAD LC? n51mpsce H2A at Alf � I I . - , " „ - - ror alconies . . - , ,60 psf'C7�4 • D 1Q f �+ " - � N COutiet' 1-3/4 �'.�' . ; New Rafters , .t � � - (See Detail} . Decks 4Q psf 1Q psf , .-- . GIFI Outlet or,�I I Passonger Vehicle Garages 50 psf as per plan ": <. -- "S(mpson"H2A at A� . r2)2 x 4 Plate ATTICS without.Storage: 10 psf 1t'?psf t7 - New Rafl�ers . , a ¢ as Sv,itch $ - (See Detail} ATTICS with Storage 20 psf � 10,psf z A A° � A . : .. ROOMS other titan Slee in Raotlls 40 psf 10 psf; a A . C:eiiincr Fixiifre (2}2 x 4 Plate - . - . Sleeping Roams 3©'psf 10 f w U A v . Stairs 40 psf . 10 psf SCALE: ., Fa.teriar Fixture „ 1%4" ' '� Guardrails and Handrails 200"psf 10 psf. c,ar lake Detector 5i8 Ply Flaar 12 psf for'AtHc p Ove+Ground Shaw Load @�� l'p :'� I e Treated 2 x 4 2C?.' f �: T•111 Siding aver 2"x 4"studs @ FJ 16 OG Ps 15 psf far Cath . Table R3C11.7 .�i et Gtrr 16°o.C.w/R-15 Batt Insuf A�LLC)�Jt/A LE DEFLECTION. . � � a- � Treated.2 x 4 Plate , . . %nt - Right Elevafion Stnactural Member' Ailoivabie 3aeflecttian ..;:� r . .'..� Rafters haulm slopes greater,than 3/12 withl'no finished TTOQ6` , . , . . : ,. �. - , . , !;%rlt/iaght I�,ti ce ling attached Fo A r Treated 2 x 4 Plate '-° Li18C� SSIfl� Imterior VJaII 14-C�" s and Ptarfitions. H/18Q ,rv- • ;' „ , ;. , 'I . . ,, Pestered Ceilings - " , . — I, Ge'i(in� Fan l:/36n - Raors and � , . .. ` f ,,, .. „ , Ail r �+' _ ;. t , ern „ .-, , . . . , Section . " � .• -. „ . , " : ., ,-:, .. .7 �:. Exterior Wads Load sa w!•Brltfie Finishes r M. .. Jp�•ter - HI360" � } ,�f-�EE�1 ., ;;- . . ,. L1240: • - . " Exterior Walls Wmd Laads(a}.w/Flexible Finishes L120 ' -- ,,i L DWG. NO.: a;.:i ., Note: L-Span Length H: 5pari Height - . a. The Wind Load shall be pe'rm(ttbda be takers as 0.7 times the 1 ;' - Gamparlent and Cladding loads for the purpose of the detertrirling , " " , ;�'; „ .., deflectiorrdimit herein " • , . , _ v - r k b . J I, , 0 . E �PACI�: 1 F GENERAL NOTES FIRE/SMOKE DETECTION TABLE 94=aMINIMUM SP50REVdOMPR�Ms"STWEW`7ii6PCON`iz-E-M RIDGE STRAP DETAIL - - 0 E&CARBONMONOXIDE LOCA N c1`,60�NClz�r�WN51RUGTk:W , `= a,ALL'CONSTRUCTION TO CONFORM TO ALL TE AND LOCAL"CODES. . GIRDER TO-S S P CQLUMN l"YP WALLNVINDOW AIR SEAL 06 1a.THESE DRAWINGS Da NOT INCLUDE COMPO .NTS NECESSARY FOR CONSTRUCTION SAFETY, a. 11N5TALL'5M K R DETECTORS AS SHOWN ON PLAN. �M +Fl=?uaMaNir 'INSTALLATION'@ '16"OIC - . CONTRACTORS ARE SOLELY RESPONSIBLE FOR UCH COMPONENTS. b. SINGLE&MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL 6'f128tJC3THo{vay - LSTA24-980 lbs. UPLIFT BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS IN' ° • c.BUILDER TO OBTAIN CERTIFICATE OF OCCUP GY(C.O.) We,atha+n pw.�nMai b - '• � � _�-+ d.BUILDER 70 CARRY WORKMAN'S COMP.INS. I AMOUNTS AS REQUIRED BY LAV'J, ACCORDANCE W!8314,POWER'SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/8314. - G,AT LEAST ONE CARSON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT;iN THE e,ALL WORK SHALL BE FULLY GUARANTEED,F ONE YEAR AFTER C.O. IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL,THE CARBON MONOXIDE �ee�.n*v:�t.,;�isdm3an.a+a conaretenaFexpe.ed•roiheweeihr T�. ' v' ", a, ' o -. , �`-' • '` f.OWNER 70 BE RESPONSIBLE FOR FINAL SURV AND COSTS AS REQUIRED BY BUILDING ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED.IN DEPARTMENT. ACCORDANCE w! MANUFACTURER'S INSTRUCTIONS. sa�a�,lab.a�ri„�rra.latKo,�aao,«gip,ga�ag.�oor.�o,,, 2,500 ,�,5an a;soa� . ' �'t .••� '' "`' ' ' 5=ENGINEER HAS NOT BEEN RETAINED FORA FIELD SUPERVISION DR INSPECTION. Pti' GYPSUM BOARD AS AIR - ' ' h.DRAWINGSARE NOT TO BE SCALED BY CONT AC70R,ANY DISCREPANCIES ON DRAWINGS ARE TO d•EXTERIOR WALLS&INTERIOR LOAD BEARING WALLS TO HAVE FIREBLflCKING - �Qro. • , « $MemmY uedf/,foundattan aalM,aierlor wdle�dnC outer verdca'oa,ada .: BE BROUGHT TO ENGINEER'S ATTENTi4N IMME IATELY PRIOR TO CONSTRUCTION. � °�" ��' a,°Oa' s.00�d cbNrINUOUs,'�i�bF SEALANT S:$.P.CAPS-KLCC SERIES 'THIS ENGfiNEER NA5 BEEN RETAINED FOR WOR SHOWN ON THIS DRAWING ONLY. ENGINEER IS NOT ELECTRICAL NOTES ie�taAl[sALLHaLes `• •° PaTche•,cc+'part.tilts'xmdatcpscogsoeed'wthe'weotFar;c�dgordgoAact'stab• Z„SCJp H;90'Gsd'$,°3003 c'S .- Y '.` CO�ITINUCIUS BEAD QFSEALANT ' B�..POAI51$LE FOR OTHER ALTERATIONS ADJD G NDITIONS. .. , '. • r_ a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL COBE AND LOCAL UTILITY CO. ;*� . J.DE IN COMP WI 2020 RESIDENT1A CODE OF NYS, 2020 ENERGY CONSERVATION GODS . • - � . c _ b.ON NEW WORK BASE BID ON 200 AMP SERVICE. r-oreita«,�pe�,;�m•.�;o,sasa�s�o:'f ' .. = - bi�rriNua ' '•-���; �� - ' OF,NYS,VvFCM 201$&AISC/SEI F7 05 : CONTINUOUS MiNit.i,4L EkpArigiric PbA>�l At c,ALL WIRING TO BE MIN.14 AWG. ,. wiNDow PERIMETER , n ' a.$tr�igHt dr�8 day►:p•4 ,- • TYPICALFRAMED OPENING d.CONVENIENCE OUTLETS TO BEA.F.F.,UNLESS NOTED OTHERWISE., -- B•N4115 STWtF- .Ca4P ., '"'���: ' ,. SITE NOTES e.PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. s.sse'rabrettEa+,�(iyfor v«ecrthat{ngpettenitaL - - •. f.ELECTRICAL CONTRACTOR 70 PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING NiS `ii�rNnowuNrt,as'Air3`i#ARRirR_ -. ... , - SYSTE , FGnrrar'e+a•{n•ikxsFh+rt�W»•flwt�lney_bt'wbjaeF^IoiFeoYfnydndlF.awktgdu•Fsg""cptshviciton.hd€t+edr=orrtrdriti!%oncrefo� � A'DUER}IEADER + ttjp •- ., a,'PITC GRAdI:.AWAY FROM BUILDING. g.ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BU1l.DING STRUCTURAL COMPONENTS MUST - tngceordcafat adih,peoMote q. s , .. _ p�',�- �"''coNrlNuous MINIMAL EXPANDING FOAM A7 b.PROVIDE Dbe RY WELLS AS REQUIRED. COMPLY wf SECT.E3402, :. - woowPl:RiMeTER �'# ,� °�•,,; '. ,:'•', � .. d.Grna-ot�shat bs dr-ei+trairvad.`fof�atr ccn'tarrk .oirtr ... g p{,'. .- d not kes ikm,�p aiM or roa-e c,ALL TREES WITHIN 15�OF CONSTRUCTION BE PROTECTED. 11.PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX,BOILER,ETC.SEE SECT.1=3405: :•,",,,� �.�,,,. •' . TO:COOIRDINATE WITH OTHER TRADES.• ria'`� : ; °d.'ANY` ,J OPERATION i.ELECTRICAL iaSop ilail�'1 f ` i +; i : • , . .. F � •t!�'� rseiness CWo NrtNuausEAp.0�s=AEANLANDSCAPING DAMAGED BYCONSTRU O" SHALL BEREPLACED AS REQUIRED. urreE ^ el,;ALL�CURBS, SIDEWALKS,ETC.DAMAGED SH .LL BE REPL'AGED, f r�« st"'1rA4sd roe;eNonoF+trei�a4,a1,•�tre�,�t�paree�rdy.�d�mcof�eze�netI&os+ran u�sp{ Speremiispm•mhtedtfiE,e�pedfredcemyrawlveWretigifi.dfih.mna•a+eIslncre'aedioho+bas+Han�a:©oar., .ATTIC EAVEAIRSEAL � � m»,tpa� . �, •� , : , ,� .: . R$ � � �. CONTINUOUS MAD dt`Aa�i>:sivE ' ' '�_'• . , . ' . :...• . T�t�x�,a•;ANNOTES �HeEpCAVTfCE RA R5.�OAMINSULATION NOTES wsTAuiRIGID INsucATKVcuTTO TH °.' •'': ��: ". :.' . a. VAT CONTRACTOR TO EXCAVATE , UE TO LINES AND GRADES DOWN TO - - SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING:FdAM SEALANr; EXCAVATION a.ALL EXTERIOR WALLS,ROOF&FLOORS OVER UNCONDITIONED SPACES SHALL BE .. TABt-;r iz4•o1�4•,1 I�SUMPTIV�1.c�.AD B�,tzING VALUES of FOUNc>ATICN t•tiATEf21.�4, ". M�vNrwN eQuAl.trL"Ir snare FOR LENGTH of RaGtD 1NsuLATION' � us,~ear{,•..- °4 �'' .°amros . : I, ,: .". ,, • IEDLEVELS. INSULATED. ALL iNSULATION TO BE FIBERGLASS.. FOIL FACE WITH FOIL ON WARM ° • _ s.M„s „ NrlNua An©F SEALANT' - ' I�'.QC.I:,TOP SOIL.TO BE STOCK PILED FOR '1E USE,ALL EXCAVATED GOOD � .� . cc1' us`I�' 0 .- .,., •; SIDE. CARE SHOULb BETAKEN NOT TO TEAR FOIL VAPOR BARRIER. G1A55,0F 1"'Ia+TERiAL. LO�+o»131*A"RING � �� �"`{'�""' menr�o :. - �-•i: . 'MATERIAL NEEDED FOR BACK FILL,TO BE ST CK PILED SEPARATELY,NOT NEEDED b.ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS FLOORS AND CEILING AROUND ; . . - ,' � '.:: •' �' `MATERI=�iL AND UNACCEPTABLE MATERIAL T,`BE LEGALLY REMOVED FROM SITE. •° PRESSUF2E'(pounds per.square foot s�rrAus �-"'� ,�. " � ALL BATHROOMS AND MECHANICAL ROOMS. ., ,.-.. INSTALL •klao ' `caNTwl�lus l�Ao o`P SF:4i,ANT, • ' c,BACK FILL.SHALL BE PLACED IN 12 LIFTS � COMPACTED TO 950°lo OF MODIFIED Grystalhne bedrock-.;. � .' arirbc irt�riTfv c.PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. 12.00C7 INSULATION VERTICALLY VENTED' , ' A >� ' •,,�, : ` , " PROCTOR'DENSITY, d.R-VALUES ARE SHOWN ON SECTIONS. .' ' SecSrrtentary arid;foliated,rock ,4, ' : `To coNNt:cT tNsul..aT AIRSPACE'. `�na", _ . ,, IU ATTIC, ,, 6tiur - raerai.,rcnsr �, , ', .•, e.MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-iN-WINTER SIDE Stlndy grave!andl'or avei GW'and G SHEATHING To RiG • REINi=URCiIJG NOTES sl` ( � 3,000 :" INSULATION BAl`t"#.E. iNSULATifJN � c �.., .' OF INS.IN ALL WALLS!FLOORS/ROOFS!CEILINGS IN ACCORDANCE w/SECTION 8322. ." FOAM sIrAL•BOTH JOINTS vrau,. ,• . , — Sand,�H'y_sand,Clayey sand,silty gravel and clayey grave! A rnE,gtty'' fiiaxar>acurs . A.ALL`'REINFORCING BARS TO$E OF THE DIA-fTER SHOWN DEFORMED INTERMEDIATE f.INSULATION MATERIAL IS TO COMPLY w!SECTION 8302.10 AND 15 TO HAVE AFLAME - - 'a - :: ;, - . "• : rx�awie •. -, (raVJ,gP,SM,5G,GM nd GG) x2,000. , SPREAD INDEX NOT TO EXCEED 25 w!A-SMOKE DEVELOPED INDEX NOT TO EXCEED . . . . 'GF:,4DE'NEW BILLET STEEL CONFORMING TO STM A 615 GRADE 60 HAVING A DESIGN _ s1i0S•"'T - ., 450.TESTING METHODS MUST COMPLY w!ASTM E84 STD OR UL 723.ALL EXPOSED -, Gtdy;sandy clay,.�il#y'clay,'clayey silt,silt and sandy;gilt '.= ,aT'RENGTt?OF 60,000-PSI. . . .... FOR DOORS .. ' REE INCHES FOR BARS INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0,12 (GL..ML.,Mhl:dni`f GhQ' -. T,r-,�^,�, ;' ` ' - ` .,: �' b.'TYPICAL,GOVER FOR ALL REINFORCING BA SBE THREE.(3)tN H - d •.` PLACED:AGAINST EARTH AND 2'"FOR BARS •LACED AGAINST FORMS UNLESS WATT/CM.TESTING TO BE CARRIED OUT AS PER ASTM E970 STD.EXTERIOR - C.aiRDERI.POST1 FOOTING CONN. OTFIERW`5E'SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/8703.9. ._,'•;n. . . , ALL,BARS TO BE CONTINUOUS UNLESS SP EPIC LENGTHS ARE SHOWN.ALL SPLICES � dtR1iER. - - NAIL�NG SCHEDULE, Table Table ro02 3 2020 II2G ',.�'• : ' TO I:.E FORTY(40)BAR DIAMETERS MIN. (� 1 'CONTINUOUS BEAD"— • ' ..1, . d.,WELDED WIPE FABRIC(WWF)TO BE 6"x `SPACES,#10 x#10 GAUGE WHICH SMALL WINDOW AND DOOR NOTES Note: ThJs schedule,does not include ndiling for metal framing straps see section ' , '- bF SEALANT , ?;.. - � R1Gif3' ° �` GiFtDER TO S.S.P. COLUMN"DETAIL,'A'� CONSIST OF COLD DRAWN MEMBERS HAVIN AN ULTIMATE STRENGTH NOT LESS THAN ` ' tfz ,, •. ,.,. : ; ,, '' a.ALL WINDOWS AND SL€DING.GLASS BOORS TO BE VINYL CLAD WOOD WITH for strapping dud requireme'rrh5 section far rough'op�ning frdmirtg ,it U/ 70,000 FSI,WWF TO BE PLACED AS SHOWN ON THE PLAN. . 'KGi si_i'<Ir"s cot_uMN rap .. .. '" NF C 0 E SECURELY FAST7= ED TO RESIST MOVEMENT DURING INSULATED GLASS,SCREENS&LOCKS AS MANUFACTURED BY.ANDERSEN OR requirements), ' led NAILS'6. �•.'`:.'' , . ,. e.ALL PEI OR, iNG T B APPROVED EQUAL SiZES AND TYPES AS INDICATED ON PLANS,UNLESS ,' , .: .. , All nalltrt is general ecrficatidn€t a lids unless oitierwise Hated.. ., . ' ,t CONCRETE PLACEMENT. - - b '•.:'' OTHERWISE NOTED. 9� � sP PP O O ` wt�o'ncis`r ' � f,WELDED WIRE FABRIC OF EQUIVALENT STE L AREA MAY BE SUBSTITUTED FOR ANY b.ALL EXTERIOR DOORS TO BE INSULATED METAL,AS MANUFACTURED BY - ,. , PAll SERiES'RC)STANGFIGIR • REINFORCING EAR GRID. BENCHMARK,STANLEY OR EQUAL,SIZES AM.?TYPES AS INDICATED ON PLANS. ��'DescnPfion No.of Na1is Nail,Spaclrlg - • .�? .. c H ;. FULLY WEATHER=STRIPPED,LOCKS.UNLESS.OTHERWISE NOTED. ...: - : = �' g' - „ o GRADE CONCRETE NOTES � I�D4F`�:GF�IL,fNG FRAMING _ `� ;,aiaacdCv,4NtiF.n LAC`-:• I : . . ,. °. � . c.ALL INTERIOR DOORS TO BE 1 3/4 THICK,HOLLOW CORE,FLUSH BIRCH,U.O.N.ALL ° GIRDER TO CONCRETE PIER"DETAIL ,�=� .� L � ' . :. • a.ALL CONCRETE 70 BE f'c-.3,500 PSI 0 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. � �(4 -'• '• € CONCRETE FOOTING, ° � C01`tC:.STEPS TO BE 3,500 f c 28 DAYS Rafter to?a Plate 1'oe-Nall (3}i(Od C�inmorr` - Per l2a�ter ,:�/8"9>Y3�Gx3 t12�LONG LAG BOLTS - 'ANCHOR BOLT' - . ALL,EXPOSED"CONCRETE 70 BE AIR ENTRA 14ED. c.SOIL VALUE ASSUMED PER SQ FT.AT DEPTHS NOTED. 501E CONDITIONS , Gels Joist to Ta Fate(Toe-Nail) (3}.Sd Ccmrrion per Joist _ . coi�TrtJuOv�vu� 4 ... ENGINEERS NATE= FOR ADDITIONS &ALTERATIONS ONLY TO BE VERIFIED PRIOR TO CONSTRUCTION.W TER FRONT OR P,OPERTIES IN CLOSE Dei€Ing Joist laps over Partition(Fade»Nafit} (3}i6el_common PRflX1t�IITY TO BEACH,CANAL, WATER,ETC. t"O PROVIDE THIS OFFICE WITH TEST each Lap .. • `t«` • •. � ' THE ENGINEER HAS BEEN RETAINED TO RESIGN AN ADDITION T0,RENOVATE OR LEGALIZE THIS o _ HOLE DATA BY LICENSED OR CERTIFIED_SOIL AECIiANIC. :,. EXISTING STRUCTURE. Cellmg Joest to Parallel Rafter+`Face-Nail). 'fable;Iti8D25.2 Each Lap` � `STA DARD EASE PLA &GAPS . d.BOTTOM OF EXTERIOR FOOTINGS TO BE 3'- "MINIMUM BELOW GRADE. • - . RAFTERS TO RIDGE CONNECTION , •.: ' ' e'.ALL FOOTINGS TO REST ON VIRGIN UNDiS RBED SOIL. BEFORE DESfGNiNG BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE Collar Tie to Raft'er Face-#'mail 3 10d Cammoia Each End - ` " � � t f.STEP FOOTINGS G�OYVN AS REQUIRED. MAXI SUM STEP FOOTINGS SHALL BE ONE � - L5288-67SIbs. , w �, p DRAWN, THE BUILDING STRUCTURE AND iTS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND .' ,.. " ' ° , ' - .- �f2 POST`ANGHOR DETAIL .= UPLIFT" VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE I 1 (3)8d Gammon �q�h)��J 26-&4U Ibs.' WAIL FORMS REMAIN IN PLACE IN PLA 3 DAYS MINIMUM. - UPLIFT - ' h. CURE Algin SEAL ALL SLABS OA.GRADE V"ll i 2 COATS HORN CLEAR SEAL OR EQUAL. PLAN. Rim Board to Rafter End»Hilt 2 16ct`Gcmman Eaoh End ., 2 � -- .` REF RENCE'3.sa' ' W2 ' I.CONCRETE CONTRACTOR SHALL PROVIDE EQUATE BRACING FOR ALL WALLS AS ., j2 - FORNAiUidG X12 •, REQUIRED TO RESIST WIND AND CONSTRUC7I'N LOADS. N07 ALL EXISTING CONDITIONS OFA BUILDING ARE EASILY_ACCESStBLE FOR INSPECTION BY THE Wfi�LL.FRAMING ENGINEER. THEREFORE ENGINEER'S LOGIC FOR CLUES FOR EXAMPLE:CRACKS DIFFERENTIAL - - REC,2IJIFiED @ J.PROVIDE SAWED OR KEYED AND FORh9ED NTRO!�JOINTS FOR SLABS AND WALKS - ' ° e' SETTLEMENT, CRUMBLING,ETC...SUGGEST THAT THE EXISTING FOUNDATt4N MAY BE FAILING OR .. ON GRADE,AT 20'-0'MAXIMUM IN BOTH DIRE' IONS. To Plate to 7 Pate Face Nail 16d 24 :O.G. Per Foot •, CATHEDRAL CEILINGS - '' � ELECTRIC,PLUMBING SETTLING OVER TIME. THE FOUNDATION MAY NEED TO$E REPAIRED,REDONE OR REINFORCED,WHICH ,. ,, ` , '.: ,� - 0 0 ►�+°� ' k'.PRODE SLEc\ES IN FOUNDAT€0#�!WALLS 5 REQUIRED FOR fLECTR - �.�' 1N AC3DtTIZ7N?C�RIDGE MECHANICAL,ETC. COORDINATE WITH OTHE CONTRACTOR ,DRAWINGS,AGENCIES, WILL BE SHOWN ON THE DRAWINGS. THIS IS SNE OF MANY OF THE ENGINEER'S ROLES INA PROJECT. T I if 76d Common tach End TYPICAL S A6 UPLIFT « _ r` , � - �, q a - - CTC'. e� �«H e d STRAPPING '12lf2 `€�-t. "� l--i �, , 'THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND " _ - CONNECTION INSTALLATION "Y' L'CONCRETE iC�d 1ra''D.G. Each End"' TE FOt1P'IDATION 1JJALLS TO BE CA "tdONOLlTHIC.NO HORIZONTAL JOINTS I 1 AS FAR AS THE PARAMETERS OF THIS"PROJECT, EVERY PRECAUTION HAS BEEN TAKEN TO INSURE SHALL BE PLACED IN WALLS. THAT THIS STRUCTURE IS SAFE. IF A CONbiTiIJN iS"DISCOVERED DURING DEMOLITION; CONSTRUCTION Fi r r != 16d:Gotntrion 10°ox.along sages :tea.�`• � � • }--I A . • RAL FINISH AND ALL EXPOSED CONCRETE SLABS TO RECEI _ENGINEERU m. o ,A ;. AND INSPECTION BY A BUILDING IN5PECTOR'THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY iN - SCORING AS PER PLANS AhD SPECIFICATION - •,,. .. a { WRITING SO THE CONDlTION.CjR:CONDITIONS CAN BE RECTIFIED. ,.:. P n = i i6c}Gammari Per Stud HURRICANE STRAP DETAIL :`�...-. � _ .. n NO CONCRETE OR MASONRY SHALL BE PER ORMED 1N TEMPERATURES 40 DEGREES w U� . F. OR LESS. N4 CONCRETE SHALL BE CAST N FROZEN SURFACES. Bottom plate to Floor Joist.Ba i _:.- ;,:_._.-.....,. ,- •: : .., .: ' � GR��� � $ � W H of nil Jo st,.I<nd. PERMITTED UT WRITTEN PERMISSION FROM ENGINEER. irk GcntnTon 16°D,C.)~tree Mail Cod NAiLBALLNOL O �. - RT30F • .a.NO ADDITIVE, SHALL BEWITH Josrt or:8lockin l±nd Nal . .',. ... .',:. AU PLUMBING NOTES _,,...,.. �, »995'I UPLII=�T' . W PLUM IN V P.'ALL FOOTINGS TO BE 8 OR 6 PROJECTIOt ON EACH aID1=OF FOUNDATION WALL .' n DS. , MIN, 2 #4 REBARS CONTINUOUS'UNLESS(? HERWiSE NOTED (SEE PLANS). c�. _ , ( ) } a,PLUMB€NG TO CONFIRM TO STATf•AND LOCAL CODES., 4. y ,,"; .• q;PROVIDE MINIMUM 2"x4"KEY BETWEEN FO TIPJG5 AND FOUNDATf4N WALL: b.PROVIDE.SHUT:OFF VALVES ON ALL SUPPLY EWES AT ALL F€X'tURES, Double Top Plate Splice(Face`Nallej' (�}iso IacF;sicte:of5pll� 8310 ESCAPE/RESCUE OPENINGSR> . ` LS26>3&TMU26 �� �""! :•� r.CRAWL SPACE VENTS IN ACCORDANCE w! 408 ARE TO BE LOCATED WITHIN 3'-0" c.INSULATE ALL SUPPLY LINES. _ -� • -' ° REFERENCE 13B TYPICAL LIGHT SLOPE HANGER FOR . .. OF EACH CORNER OF THE BUILDING.3.' d.PROVIDE FROST PROOF HOSE BiBS AS PER PLAN MINIMUM PER NEW RESIDENCE. �". FL:tD©R FRAP°'iING FOR NAILING '` a.MfMMUM ;_ „" . S.ALL FOUIJJA,TION WALLS AT BASEMENTS RECEIVE BITUMINOUS WATERPROOFING. :.. �. ,`..;:_: ., @ 16 +OIC : _.• INSTALLAT1oN <= .- OPENABLEAREA e,ALL FIXTURES T4$E'AMERICAN STANDARD,KOHLER OR APPROVED EQUAL, _.� S,7 . _� MUM '. - �f7,.�OFHANgER[IETERMWE0BY9lZEOFRAFT'EH . NTRY NATES FURNISHED&INSTALLED BY CONTRACTOR. _ SQ,FT.'(SEE » I ^ �.{ . f.PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO - z :,: OCCEPT#CN�t} , .. , a.ALL N • `' J4Od SILLS,BLOCKING,NAI€_ERS,ITC. N,CONTACT WITH MASONRY,CONCRETE OR COMPLY W/P2603. " Ili T I it ' 3 6d Common - .Per'Joist � � .. b.MINIMUM OPENING SOIL TO BE ACQ(TREATED). g,WATER&DRAINAGE PLUMBING 1ST0 BE INSTALLED IN ACCORDANCE W!SECT. `" �' 8d Gommo " '� ' �' } a HEIGHT 24" r TYPICAL UPLIFT CONNECTION � - •' , b.'PROVIDE ALUM.TERMITE SHIELD&SILL SEA ER ARQCIND ENTIRE PERIMETER. P2603.WOOD FRAME DRILLING&NOTCHING ARE TO BE IN ACCORDANCE w/ n n Ea�h End � o c:MINIMUM OPENING ". � - '(FOR OPENINGS _ -c.ALLNAILS,BOLTS,JOISTS HANGERS&FRA. iNG CONNECTORS TO BE HOT-DIPPED P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION 1S TO BE: I5 a WIDTH 2O �. ) ` GALVANIZED. TO BE 1N ACCORDANCE w/P2603:2.1 &P2603.3.SEE P2603,4& 02603.5 FOR PIPES I t 2 6d Gammon Each> nd TYPICAL F3T1.6T .` .,. ° d.MAXIMUM'SILL, f iNSI`ALLATI '� d.,ALL:,IOISTS,RAP'I`ERS,.HEADERS&GIRDERS .HALL BE DOUG FIR f'b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. i '! i! 3 16d'Gomriman "Each E�� TRU551";RAFI`ER TC? DC)UBLI; c HEIGHT OF 44" `ate a� .� STUDS TO BE MIN. HEM FIR f b$50 PSI. h."PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE.COVERED w!A „ : a e.MUST BE , Led..er to Seam ace-Hai 3 16d.Gcmman •Each Jo�fi PLATE INSTALLATION @ 18 O/C o OPERABLE � �:>r •' ; ' e.•ALL SHEA.THItIG SHALL BE 1!2"DOUGLAS F R EXTERIOR GRADE PLYWOOD,NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGHIT,W ,. -. � :TYPIDAL LSTA24 W •<.. �:; �'6"O.C, 2 INTERIOR&INTERMEDIATE BLOCKNG POINTS.COVERED`-WITH 15 I.B. ACCORDANCE W/F2603.4. , ' • <. WiTHOUT KEYS OR LSTA24-98a Ibs.UPLIFT20 GA: - -.,• A . , ,-�``' �: • ' BUILDING'PAPER OR CELOTEX'iNF!!INFILTRATION B RRtER PROPERLY TAPED& SEALED. i.PIPE SUPPORTS ARE TO COMPLY tivI SECT.P260S.TALE P2605.1 APPLIES,EXCEPT i (3)8d Gomi'non..... Per Jolat - GIRDER TO CONGl�ETE PiER DETAIL - TOOLS ,' �+� ,� 'WMoN .N, �� ;'1:u4"xz4n . .•: ' °. •.., 3 iGd Gammon -~ . f,AL:L.SUB FLOORS TO BE 3/4 PLYWOOD.RIA€ ED WITH TWIST NAILS� 6 O.C.OLEAD PIPE IS NOT TO BE USED.PIPE MATERIALS ARE TO COMPLY w/SECT.P2609. `� `. , Per Joist � .. CR�PLE STUi," - ' a.'ALL WALL'C4RNF'RS TO BE MIhJ.,3 STUDS NiLED 16d- 12 O.C. ).WHERE THE VOLUMES OF ROOMS AND SPACES AR6 COMBINED FOR THE PURPOSE OF ° ' h.'HEADPERS,TRIMMERS&JOISTS UNDER PARTi IONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS wRzmct>~nRenxun " �� r�Rzs'ctf�ttrstxsrtT ' Band Joist to 9, ! i � i6d Corrlrrian Per:.Foot ANCHOR BC)LT DETAIL - �� STRAP 'ftEFEfiENCE3:9e JOiSTS'UN!?ER PARTITIONS. LOCK STUD WA ..S.a 1/2 STORY HEIGHTS&AT PROVIDED,ONE WITHIN 1 FOOT OF THL CE€LING OF THE ROOM AND QNE=WITHIN 1 FOOT -. - TYPICAL UPHDB INSTALLATION - FORNAILING 1 'F U�Sl.1n1�ORTED EdGcS OF,PLYWOOD. OF THE FLOOR FOR COM USE OF INDOOR AND OUTDOOR AIR,SiZE OF VENTS Wood �trvcll.Ira1 panefs,:5ubfloor,'roof and interior wail sheathing to ,�- �"� a' ',• .€.ALL CAP PLATS TO BE DOUBLED&NAILED illi 16d Q 12"OC LAP CAP,PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. _ -� - �_ ANCHOR BOLT-Tb-PLATE rttxiR - :, framing and�rtidebcard wail �heatfnng tv'framing. P oNNEcTION rs Recyo:t�EA. _ .GCyRNER: __. � � -TO=STUD CONNECTION ENtJOFHEADER,&C�B0770MOF . i^klEadEi?S OVER DOORS ANd WINDOWS UPT( 3' O"WIDE 70 BE 2)2x6 FOR OPENINGS See Table i�GC12.3(3)for wood structural panel.exterfor,;�heatfiing , . ' � 1-lEAt7EF STIJDS,.IN ARDTIION Tb' ,..,, ".'.;, � , ,'."' ,,.„�,y0"•Tfl 5`-0"USE(2}2x8,UNLESS 4THERWI E.NOTED, . :'k.l`OR FIEADERS OVER 5'-0"LONG USE DOUBt. JACK'STUDS, fip:rniGll framing :SHEAR WALLS ONLY- -< -'THE CONSTRUCTION TYPE DESiGIVLiTIE3hl SHALL BE '7" ,Tf#„ CONNECTORS m wALLs�-uos a .,,..�„._,__.„,.„„...-�.„.�.�._.._.� ,�„..,�„„.�,,,„,,.„. ► r tWTOP&BOTTOM OFCfiIPPLES I„._.,...„..,..,_„,._.,,�..« .-_ ._..,., �..__„,..__,.•„,.�.....�«...�._..�..._..__ {SLA6ON`GRAC7E;ETcy - ,. ,711", "1V';:OR:"'1%",T(1.IAIDICATEST'HE,OONSTREJC't`i0N L.I+fi,N.;B „ i Table 8602.3 3 `' I' " -' ',',.' , „'•.' E ' FARING FOR JOISTS,BEAMS& S7UD5 3E 3 112 . 1- �„� Ed es ltTter'mediate uPHD8a3,3ooibs.uPLIFT Q Cay wss WooascRsws F THE STRUCTURE UNDER SECTION 6{I2 54L€D BRIDGING MAX.8'-0"O.C,I ALL FLOOR CONSTRUCTION. 1 - Requirements for Wood Structural Panel �� V2" rc o.c. Fo ', ` COLA CLASSIFICATION ' z ,} _,.__...._._, �„_. .._ ....-.,��. R CORNERS at E$CNYIS.N d ' ±:;°:!..•.!,r''.,,�;,. '.', 'n.'PROVlpE COLLAR SEAMS AT RAFTERS ASP .STATE&LOCAL CODES. (16 a/o, @ ' .:, , Wall Sheathing used to Resist Wind - « �a c.ornnT n OpENINOss-o•oR t�tEA a _ � FLOOR TO"FLCONNECTION 4'-5""ABOVE RTTiC FLOOR}OR 1/3RD WAY VIN FROM RIDGE A'-------�-w • „ r i Pressures....�,... _-..�,._.�..._.�......._.� 1�I32"- 'r:: FLOOR .o.ROOF',FP.AMiNG.IS DESIGNED IN ACCOPiDAN w/THE PROVISIONS OF CH.3 OF THE ... a.�.�,....°�......... .,.._",.� �......-.._ .v.,_. M....., a �.,-. set GomiTron i2"o.d. . .. ,. P.'CONNECTION FORTWO. Z ,20'18�t�{:F.C.M. � M€n€mum 'IVlinimum ` „ " C� . , i 1 1I8-1114 6"a.c. i2`a.c::, ,��s•�sse,�ct aOi.T�as-oc . STOF{Y APPLCI�TIQNS ;,';�Y':-;,,• ,'. ,,,'p..PARA`L'Lf�M,MiCF;OLLAM OR WOOD STRUCT .AL MEMBERS TO BE AS MANUFACTURED � � , n � RE.FLECTt � . .. - Wood Nom#nai MaximUrn M1NlMill+;t SHEAR wALLSEGMENT"SIZE ASPECT RATIO;HDI.:<.3T . OR APPROVED EQUAL. � > „ VE WHITE �' _ . '` "_, � BY TACORP. C�'Ifter wail ~aheathfn . ° Structural , Panel Wail Stud 9 I - :', q.MATERIAL'FO(',STRUCTURAL MEMBERS IST BE IDENTIFIED IN ACCORDANCE wi!8502.1 � " �,..:. =�� ... wACLttt'��,y SEGMENT'wlDrt� •4`'�,``,•`�' '..:'.',•' FOR D B G. STUDS PLATES Al' EADERS ARE TO BE IDEt'�TIFIED(N I ° Panel 5 an� Thickness Sacro t 1/:2"Structural Gellusic Fiberf�u-d 1112'Gale Roafing a -. (wy l� °MATERIAL R LOA R P P g 3 � . � ? I ' � REFLECTNE�tFb•.., .g , 8'-i.r - 2'�" O 'ANCE w/8602.1. Sheath+, Null " . .";��."Aix RD M€nimum Nall Ratin I inches inches Panel Na€I S acid Ultimate Desi n W€ d S g - __,,.8__.,,1.�, �� �. . P f3 I n Ptd L►la�h2. - �__ .�_-�._.-.�-�_...-��. t_�.�,- ,,,,__,.,,,m,,,.�,._-._ .,.�_...,.......,_.,--._._,_...,.v.._.... _,.. ._"..._�..-..�_.-..� _.�,.__ _ _ FOUNDATIONPANT N£ „ . r. STRUCTURAL FLOOR MEMBERS ARE NOT TO E CUT,BORED,OR NOTCHED IN EXCESS � , �- - ' `"""., 25!32"Structural Gellus�Fiberboard 3r`4 Gale tZoofing " . STUD TO ',CONNECTlON �° -. •°. ., . : ,0" #18t �' �;;b';•�::; '`,• ,':•- _. I ? I W€ndexposurecate Ory: m - a .•� ,. ' OF TFIELlMITAT10NS SPECIFIED IN FIG. 8502.8 CUTS, NOTCHES,AND HOLES BARED IN - ..,,,.M_ �.- -�, .- �;.. ..ar...... �i .�. .8 ac 'ENGINEERED.WOOD PRODUCTS ARE NOT PERM ED UNLESS THE EFFECTS OF SUCH f t � - . •� ' • . ` , , � , Edges � Field � slrvtPstl�srzi'2oc�. �'r.�LSTPtAP; DESIGNATION. STRIJCTURA ' SIGN OF MEMBER IN , ! , 'ill" sum Wallboard 1 V4:3creivs 7'e:c:" 7"o,c: i t2"MIN.oNSTu€�su�Ac1= ?" l COMPONENTS " '' ``" '-;; • • PENETRATIONS ARE SPECIFICALLY CONSIDERE IN THE DE 0 , I . GYP' ' Inches o.c. Inches o.c. B � C D - �. . Size Penetration(In} I � . _��-�_.,,..,._...._.,.._.._,.,......,..,,.,..i,..��. �.�-_-____"____._�.t t_..n.� �.-..a__..� �." . •.THAT ARE OF"TRUSS TYPE CONSTRUCTION TYPICAL UPHDE iNST1bLLATIbN ii •' • ','• " ` ACCORDANCE w/8502.8.2.STUD DRILLING& OTCNtNG ARE ALSO TO COMPLY w/ ',� • 6d Common j 1.5 { 74 0 .. _ / 3J8 16 I 6 . 12 1 7.40 115 � 11f) 7•.dc, TYPICAL LSTA38 HOLDowN Wi 51a°I�'HREAAEb ROD � �--- �: •8602.6..SE=E DETAIL} .-- ' �.., �,.. a,... allboard 1518 Scre+Ys 7 a.c, '� ( .,.�W.am.,-,......,m..,....-.f .....a_..-.«. ,�.r..",...."... .:.��,..�._,_m.-.. .... .. �. ..�...�. ��.�m...�..h..� �.„�. 5I8 Gypsum:Vr' . IN ACCORDANCE w!SECTION 8312.1.3,REQ IRED GUARDS FOR HANDRAILS ARE TO 8d Common i 1.75 24f 16 ? 7/16 � 16 1 6 J - _ _7.2 I '170 14D ©R EQUIVALENT) ..�...,_.....,_,.,_...1 ..w.,..., ...�,.,�.....__.,._.....-�..�.__. ..."�...�w.,�..,_ i.�a,..�.�. .135 HAVE.GAPS THAT DO NOT ALLOW PASSAGE F A 4",z SPHERE � �_ _•_• � � 24� 5 � w.- 12 �140 11S { x10 Wood 5tt°uGtural panels combination�ubflaor �� : N „ FLOOR FRAMING,INCLUDING NOTE: t:STA18 TREADS SHALL BE 1 1/4 ''fT-IICK CL OAK,UNLESS NOTED. -�-' _„,q _-` -_»_........L....._,.,M FOR NAR.lI+tG - !�„ • U.INTERIOR TRIM SHALL BE CLEAR MATERIAL LESS OTHERWISE NOTED, 3/�”or less 6d Gammon 12"a.a. ItFT: ' REQUIRED, 1 GIRDERS AND BEAMS v.WALL CEILING FINISHES ARE TO HAVE A F AME SPREAD CLASSIFICATION NOT ` WRAP&rIA�sTR,�ARcx, „STROKE' ;.°._. _ SH.L 6' �! - rr FOR SHEA GREATER THAN 200 iN ACCORDANCE w/830 .9,4,&A SMOKE DEVELOPED INDEX 'tar3l�12403.1 rt��lur��vt aFcorlctzere c+a r1aSONrzY FoortNcs( ,>. �-1# a.� 6 QIAMETER ��FR# �� oc oN sTCD ?!$ 8d Common �s��sfic Ahs iT�ss•oc .�:--»--.-=--- L L Z , C�. Z TvOT GREATER THAN 450,IN ACCORDANCE w 8302.9,4,'TESTING METHODS MUST ,. , � ��" '"�� �'." .. A : < , " TRUSS SIGN AT LOCATION bF iNGOMItlC,fLECiAtC SERVK;E CONTRACTOR TO Fl#tN[St1 ANI?INSTALL „ ' .. 'CCM?LY W/8302,9,3 ,r• . ... , 1'#!$'"-1 V4' iC3d GarnrrTbh � oa i2".a,cr LSTA36-1,3a5 Ibs.UPLIFT 1&GA,1 PROFESSIONALLY. IN DWG. ' w.ALL CLOSET SHELVES TO BE CLEAR PINE U. ESS OTHERWISE NOTED Ed. • ; t.OAD-t31AR1NG vrrLt.1E of 501E(pst) t 14'xas' .� For rv��"rvctural anal roof sheattstnn , x.PROVIDE 1 "WOOD CLOTHES ROD IN ALL CL SETS. 1,500 ' 2000 �;aoo e4,o00 p g attached to gable;end rc>offrarrililg and to TRUSS SIGNAGE REQ IF'EN WOO ON PLANS ' CERAt�EfC TILE SURFACES INSTALLATION A E TO G4N1F'LY w/8702.4,OTHER Conveittlonmi l�ht-�i'amm conr�tru�n .' •` _ ' -: . y, t�'errrlecate supports within d$des of`_ccof edges d�d.I„idges,nails shali;be spaced • ' FLOUR TO FLOOR CONNECTION SCALE: - ` , G�~ on center where the ultimate design wind speed is lei than 13t7'mph olid . ' FINISHES TO COMPLY wt 8702.5,&8702.6. 1-story 12 12 12 t2 - I' •� r "rr ".'� ►, " z,ANY CHANGES TO THE STRUCTURE SHOULD E BROUGHT T'0 THE ATTENTION OF THE 2-story '15 12 '12 12 ' � ¢`e - " REQUIRED FOR UPLIFT 1/q' �-be�4 lutes on center where the ultimate desl�}n.'tivrnd speed is 130 n1pli or .. , , ENGINEER BEFORE CHANGES ARE MADE TO TH STRUCTURE ON SITE. 3-story ?3 T7 12 12 _ OP NAILS' END ENtaTH g-ea'°e,^Imo' t}ian'I�i-t�171I?h {1YVf)0[3 SHRINKAGE m 12" tGAL '��0 AY OCCURANR �` rO $••inch brick veneer oder rx�ht frame or 8-Inch hollow concrete masonry - .. RUSE S P I ��S i ROOFING/SIDING NOTES 1✓story 12 12 12 1GavGstLEouTwA b} 2-story 21 16 12 � RAFTER TO DOUBLE TOP PLATE DETAIL - a.'ROOF COVERING MATERIALS ARE TO COMPL w/SECTIONS R90?t 8904,&8905 AND 3-story 32 24 fro 12 TYPICAL STUD PLATE TIE, SERIES -SP4 , . INSTALLATION @ 16" O;C: ARE TO BE IDENTIFIED IN ACCORDANCE iv/R9 4.4•.ROOF DRAINS ARE TO BE PROP ., FLOOR TO FLOOR CONNECTION FORNAILING a 03.4.DRAWINGS AND.DETAILS TO BE, ��'+'�'�o+'filly grouts masonry - INSTALLED IN ACCORDANCEw!R9 DOUBLE LVL ' • {CANTILEVER GCflNDITI©NS) ` :, �+ SECTION 1-story 16 12 12' i2 FASTENERSt2-1OdXl 1J2 YO .. CLEARS N` 7700& b.ASPHALT SHINGLE UNDER-LAYMENT IS TO MPLY w/,SECTION 8905.2.3. SELF SEAL 2�rr � � ,� 12 RAFTERS/TRUSS :, ' � ' STRIPS AND FASTENERS ARE TO COMPLY w! 05.2.4&8905.2.5.DETAILS OF �' _ INSTALLATION @ '151°o/C TYPICAL LST �EESS1�� .ASPHALT SHINGLE ROOFING INSTALLATION AF E TO BE SUBMITTED.FOR ROOF SLOPES 3-story 42 32 21 16 FASTENERS:i'0-1.0cD(1 i/a? T� `• - 0=2X4 STUD WALL X18"O.C.• PLATES TYPICAL KST237 � LSTA24-..ase 1e5.'u OF 4112, DOUBLE UNDER "/I REQ'D.iN ACCORDANCE w/8905.2:7.THE REQ'C • � Ii 6'"_ , �, •. zoca.l 1/ 'xz4• UWG..�TAME:' ' -UNDER-LAYMENT iS TO CONFORM w!ASTMD2 6,D 1970,D4869,AND D6757,AND IF .... " si'a�a=ssa w�ul�uFr za GA' �' q For 5L 1 Inch=25.4 mm,1 pound per sentare foot n 0.0479 kPa. ,• � '" - - ,.. 9 114�4 ' APPLICABLE,TYPE CLASSIFICATION IhlD1CATE IN ACCORDANCE w!'I'ABLE 8,.05.1 1(1) ppUgLE _ >~itlsrwG zxa ALL FOR ROOF SLOPES iCE PROTECTION THAT G NSISTS OF A7 LEAST 2 LAYERS OF _ ° - PLATE, .. DETAILS a.Where minimum footing width>s 12 inches,use of a*Ingle Wythe of'solid ar 7C3P PLATE • .. � - Lf1CxING 1!`'MIN �NCf NG'I'F•I , . . _ PIED - SIVE YMER MO L E POL Df € R 4 E F DH P>3bviDE'a JNDER LAYMENT CEMENTED TOGETHER, R A A ° fully gradated 12-Inch nominal eonereto masonry units Is perTnitted, as : : -' o t2" YPEGAL BITUMEN SHEET,.I5 TO BE USED&15 T4 EXTE FROM THE EAVE"�Ewl E TO 24"MIN. :� � � " P��sED zx4 Toi� ;. & NOTE ` lNSIL)E THE EXTERIOR WALL LiNE OF THE BUIL INC IN ACCORDANCE 8905.2.7.& 8905.1:2, . t^ �. REFMENCES.3Ci FLOOR R905.12. d.FLASHING MATERIALS"ARE 70$E CORR45I0 -RESISTANT AND INSTALLED IN .. FOR NAiut� I�F�seNCE�.ae .. � 1�Mtn ),INS ALLATIQN @ 16"OIC', FOR NAILING. ACCORDANCE w!8703.8,8903.2,&8905.2, � . ' e,HOUSE WRAP MATERIAL OR BUlLCiNG FELT IT'S INSTALLATION ARE TO COMPLY w/ ZX4 STUD WALT-0 169 " - ' ., W NO 8703.2 , STRAP t�1 PRaP 2X4 STUD WALL�1£'°CA:O. -'E STUD • , f,WEATHER RESISTANT SiDING ATTACHMENT ND MIN.THICKNESS ARE TO COMPLY` w/ TYPICAL Hi6 -I470.Itis..UPLIFT � , - s-1�dXi 112• I ` 8703.5.2. TRUSS/RAFTER TO DOUBLE '(a,1 a"xr Tn•) " _ � - " WAL.L,TO CRIPPLE WALL CONNECTION . PLATE INSTALLATION" - : `> -, °PA.4E 2 CSF