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HomeMy WebLinkAbout51662-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 51662 Date: 02/19/2025 Permission is hereby granted to: Jennifer Shipman 4745 Elijahs Ln Mattituck, NY 11952 To: Construct addition to existing agricultural storage building as applied for, per ZBA#7967 Premises Located at: 2184 Elijahs Ln, Mattituck, NY 11952 SCTM# 108.-3-5.41 Pursuant to application dated 01/03/2025 and approved by the Building Inspector. To expire on 02/19/2027. Contractors: Required Inspections: Fees: Agricultural-Farm Building $200.00 CO Commercial $100.00 Total $300.00 Building Inspector I TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-095 r' Telephone (631) 765-1802 Fax(631) 765-9502 'kholdtown► . o Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ' U r o a PERMIT NO. Building lnsPec�tr,�.w. —_....... w _._. ._. Now .o 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:01/06/24 OWNER(S)OF PROPERTY: Name:Jennifer Shipman scTM#Zao0-108-03-5.41 Project Address:2184 Elijah's Lane, Mattituck Phone#:631-456-9122 Email:shamrocktree2175@yahoo.com Mailing Address: CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 �Email�!porflllo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure *Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 40,000 ❑Other Will the lot be re-graded? ❑Yes FNo Will excess fill be removed from premises? ❑Yes l*No 1 ....._w.....w._...._�._�,.�...�.cow__.....�..www_........,.._ .w...ww..__.�._. �..... ..,�.__q...... .....�,.�. _wm„w..... _._w. .... .._.._ PROPERTY INFORMATION Existing use of property: A6ct&.v u l .)ejo ( Intended use of property:,L,—\q-AC,V LriQ-�'�.. Zone or use district in which premises is situated; Are there any covenants and restrictions with respect to .... .. �_ ....... ....... . ......, Check BReading: this"property? EYes Y o IF YES, PROVIDE A COP >11 Chapter Check the Town Code. APPLICATION The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Box After Readin ICATION 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 taws,ordinances or Regulations,for the construction of buildings, additions,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 buildingls)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Peal Law, Application Submitted By(print name): �� Authorized Agent []Owner Signature of Applicant: Date: Lo STATE OF NEW YORK) SS: COUNTY OF...0,. ..... . ...._) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing csrltract) above named, (S)he is the _. ... ........................ww...mm � _._._�... (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 "1 day of .........�.20 DARCEEAUFENANGER Notary i ... _...._.. NOTARY PUBLIC,STATE OF NEW YORK Registration No.01A00019644 Qualified in Suffolk County PROPERTY OWNER ' ` I IZATIO ',"mansion Expires Januarys 9, 2028 (Where the applicant is not the owner) residing at W L ado hereby authorize ' +f _to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner�gnature --- Dale Print Owner's Name 2 A Y yy k I BOARD MEMBERS tf pUj�� ; Southold Town Hall Leslie Kanes Weisman, Chairperson ► 53095 Main Road•P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location. Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. , 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 RE( http://southoldtownny-gov ; 114 ZONING BOARD OF APPEALS ,,y TOWN OF SOUTHOLD DEC 2 0 2024 Tel. (631) 765-1809 FINDINGS,DELIBERATIONS AND DETEIRMMINS 'Cbrl ,078n Clerk MEETING OF DECEMBER 19,2024 ZBA FILE: #7967 NAME OF APPLICANT: Jennifer Shipman PROPERTY LOCATION: 2184 Elijah's Lane,Mattituck,NY 11952 SCTM: 1000-108-3-5.41 DE"I N: 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. S FF I OIIN �1y IIISIRATIE CODE: This application was referred as required under the Suffolk County Administrative Cocle Sections A 14-14 to 23,and the Suffolk County Department;of Planning issued its reply dated September l 7, 024 stating tltat tltis application is cxtnsidered a matter for local determination as there appears to be nc significant county-wide or inter-commtttaity impact. t�.W TER I l'AT10 ,- 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. )' 1 '1 gT�,,.y A 'ISIDE� ":R,(1'.D.Q � "The subject conforming, irregular-shaped, split-gone (R40 and AC/Agricultural Conservation) 206,545.98 square feet, 4.74 acre parcel measures 100.02 feet along Elijah's Lane and follows a radius of R25.00 feet,1,39.76 feet,then continues 1.81.45 feet along a residentially developed lot to the north and continues around that lot 200.41 feet then runs east 404.00 feet along agricultural lands then. runs south 476.96 feet along a second agricultural field, then returns west 428.20 feet along art agricultural parcel also owned by the applicant and then runs north 217.19 feet along a residentially developed lot to the south and continues around that lot west 161.46 feet and follows a radius of R25.00 feet,L 38.76 feet back to the roadway. The lot is improved with a one-story, wood-frame garage, a cargo-box storage shed, two concrete 'pads', a small shed, gravel parking area and a dirt and gravel driveway as shown on the survey prepared by Jason D. Leadtngham, Licensed Land Surveyor and dated July 18,2024, A QF P Q�: Request for a Variance from Article III, Section 280-14 and the Building Inspector's August 12,2024 Notice of Disapproval based on an application for a permit to construct a second-floor addition to an existing accessory structure(principle use), at; 1) less than the code required minimum rear yard setback of 75 feet; located at: 2184 Elijahs Lane,Mattituck,NY. SCTM No. 1000-108-3-5.41. RELIEF REQUESTED: The applicant requests a variance for additions and alterations to an existing garage (agricultural storage building) including the removal of the roof structure to accommodate the addition of a full second-story storage' area measuring 48.1 feet by 24.35 feet accessed by an external stair with an existing rear yard setback of 47.6 feet where the Code requires a minimum rear-yard setback of 75 feet. � Po Page 2, December 19,2024 #7967,Shipman SCTM No. 1000-108-3-5.41 AI DrTlQN f,l'NF:! ATIOI The applicant provided architectural drawings including a site plan,existing and proposed floor plans, elevations and sections labeled ZBA-01 through ZBA-04 prepared by Anthony M. Portillo, Registered Architect and dated June 19,2024. The applicant and their family own multiple and contiguous agricultural parcels. The subject parcel is split-zoned with the majority of the lot located in the Agricultural Conservation(AC)Zoning District. Only the access point(from Elijah's Lane, located between two existing,neighboring residences)is zoned R40. Improvements on the subject parcel are covered by Certificate of Occupancy Z-013021 dated November 26, 1984 covering an Agricultural Building. The applicant has stated that the existing building is not insulated or conditioned and does not have any electric service or contain any plumbing. Furthermore,as part of the alteration and addition to the structure,no electrical or plumbing, or habitable space is proposed. The Town of Southold Planning Board determined on August 6,2024 that site plan approval is NOT required for the proposed second-floor addition to an existing Agricultural Storage Building(garage). Prior to the public hearing,the applicant provided on November 20,2024 communication reiterating and supporting their request for relief from the Code for a reduced rear yard setback; and also included an example of a similar agricultural property to the north of the subject parcel, that contained multiple farm buildings close to the rear lot line. No member of the public or an immediate neighbor spoke in favor of or against this application. Fl1NlI��-CAE l CIS Rlµ, t1 Fi)1 tt1C. AC MON: The Zoning Board of Appeals held a public hearing,on this application on December 5,2024 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 b I Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed alteration of an existing agricultural storage building, located in an agricultural zone,will not impact the nature of the immediate community since the structure already exists in its present location, is surrounded by mature trees/landscaping,and is not visible from the roadway or neighboring residential properties to the west. The alteration to the structure with a reduced rear-yard setback is not discernable to anyone using the public roadway and while potentially visible from adjacent agricultural lands, is subservient to the farm operation. 2. "11`owr► Law 267wb b 2 . The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance, As a result of the structure's original siting,with a rear-yard setback of 46.7 feet, where presently 75 feet is required by Code,the applicant has no alternative but to seek relief for any alteration to the structure. 3. Town Law, 267-b b ; ., The variance granted herein is mathematically substantial,representing 36.5%relief from the code. However,the structure exists in its present location and the addition of second-floor storage area is common to agricultural buildings within the Town of Southold. Furthermore,the second-floor addition will not be seen from the roadway,neighboring residences or adjacent agricultural properties as a result of mature landscaping. J m Page 3,December 19,2024 #7967,Shipman SCTM No. 1000-1084-5.41 4. Town. Law 267-b :1 b 4 . 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. 5. Town Law 267-b b . 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 the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to an existing garage (agricultural storage building) including the removal of the roof structure to accommodate the addition of a full 'second-story `storage' area measuring 48.1 feet by 24.3 5 feet accessed by an external stair with an existing rear yard setback of 47.6 feet where the Code requires a minimum rear-yard setback of 75 feet, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. U QLIJJIC7N �BC"i ..RQ:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Planamento,seconded by Member Mantes,and duly carried, to GRANT the variance as applied for, and shown on the architectural drawings including a site plan, existing and proposed floor plans, elevations and sections labeled ZBA-01 through ZBA-04 prepared by Anthony M. Portillo, Registered Architect and dated June 19,2024. SUBJECT TO THE' FOLLOWING CO 1CTIONS: 1. The subject agricultural storage building (garage with second-floor storage space) shall remain unconditioned,non-habitable space without the benefit of insulation,plumbing or electric. 2. The small shed illustrated on the survey("to be removed")shall be removed from the subject parcel. 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 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserve°the ri lzt to sub dtute a similar desi n that is d mii inds in nature or an alteration that does not increase the de ree of non on arm rovided de mindtttis relle i.w°M uested within one ear o the date o this decision. Any time a ter one lKar the Board ma re uir a new ration. IMPQRTA..NT MITS ON TAIL APPRCIr�AL S GRANTED HiREIN Please Read Carefull 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',applicadon artd public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan 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 nonconformities under the zoning code. This fl' Page 4,December 19,2024 #7967, Shipman SCTM No. 1000-108-3-5.41 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 TMS 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 riled 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.rf IS THE PROPERTY OWNER'S RESPONSIBILITYTOFNSITRF,COMEPLUNCE WITH THE CODE REQUIRED TME FRAME DESCRIBED HEREIN.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),Dantes, Planamento,and Lehnert.(4-0)(Member Acampora Absent) Gesdlic Kanes Weisman, Chairperson Approved for filing P/�& /2024 s E c > r D _ S 1a -an s s�. t NYa Q* o0 20 i 4-+ 'p is U 7= a — U C .. EXIST.FOUNDATION PLAN H Q. N ' a u f Ia PROJECT: SHIPAN AGRICULMTURAL— BUILDING 0 .u...4.- 5_. z 21M ELUAHS LANE MATfINCN,N.Y.11452 DRAWING --_ t PROPOSED FOUNDATION FOUNDATION PLAN PROPOSED MRST FLOOR PLAN m Oo \\ \ A-sos.oa �P TEOVO6R5 _ 5OF8 EXI57.FIRST FLOOR PLAN El 12 (D 4- 70 C) ;sh L 4- M 0 c (a) R-,OFOSE�5ECONF)=LO---f�LAN E SHIPMAN t AGRICULTURAL BUILDING H 2iUEWAHS LANE MAT"TUCK,N.Y.11952 %ZA P-0—ND­R PLAN PROPOSED ROOF FLOOR PLAN N A-102.00 —01,106/—i 6 OF ._. M A 'rE I ILI CL Q -Al F Lu W 1 ' ## ca 70 11,1- Rim 1w1"q1mp,Tw7 -1,0 70 rib FA E <EY . L z 0 SUB.JE,:C.T FRO�'ERTY `'fi� o c N - i a ' LO Ir > T- U '� PROJECT LOCATION & SCOPE c x N �T ., O 001 .00 o O o + C � � ' } SITE PLAN & ZONING DATA O m 526 120 E ------------------------- - ,.. . ---- -- ---------------- -------- --- a O GENERAL NOTES 4 .(0 48.6' I cq d # ENERGY TABLE ^^ 11 cV STRUCTURAL,. UCTURAL DESIGN CHARTS EXISTING SHED I ._ ,," * d� M;.• `.' HOLDOWN, ANCHOR BOLT, D TO BE REMOVED j x I Y STRAPPING & NAILING DETAILS ,..IJ FASTENING SCHEDULE _ 75' REAR YARD SETBACK- -------- - d #: U --- -- - - --- --- --- ' ': : . C�-004.00 FRAMING GRAPHICS ---------_-- I, ----------------------- 14 PROPOSED DRYWELL; MIN. 10' . p4 '. BEAM CONNECTION PATTERNS 4--j M FROM BUILDING 5 FROM FIREBLOCKING DETAILS PROPERTY LINE -'- R A- 10 I .00 PROPOSED FOUNDATION PLAN j EXISTING 1 STORY BUILDING; cc)- °#t„ 0;1 _ PROPOSED FIRST FLOOR PLAN j PROPOSED SECOND FLOOR EXISTING SLABIle jADDITION ON GRADE j _�. W._ `, a°.�-._._ y . .a.. -_. , ... ..�. ..w. � _. .. .. . W . _. I Q •- 'J I - I Q� •QQ PROPOSED SECOND FLOOR PLAN U) < I j L.OGAT I ON MAC' PROPOSED ROOF PLANQ= (D j SCALE: NT5ILI Q � I Im j A-2 O 1 •QQ PROPOSED EXTERIOR ELEVATIONS I Q j SEGO D STOR ADD ! �- I N Y ADDITION TO AN �XISTINO w AOR I CULTURAL BU I LD I NS. "�Q ( •OQ BUILDING SECTIONS p j DESIGN DETAILS cn ' t A I I o I I j FRO EST DATA : I I I j PROJECT / ZONING DATA TAX MAP # 1000-105-03-5.41 j I ZONING DISTRICT AG CONFORMING W I LOT AREA 4.-f ACRES 60' FRONT YARD SETBACK j APPROVED AS �iTED `L O - - - _ -_-_-_-_-_ _ _- - - - GofO - AGRICULTURAL BUILDING Z13021; II/26/I1184 DATE' '� •P OCCUPANCY OR m I 60' FRONT YARD SETBAGIG j VARIANCE APPROVAL PENDING (,�6Y: USE IS UIrILAWI= . L m j om NOTIFY BUILDING DEPARTMENTAT WITHOUT CERTI I� E Z � 631-765-1802 8AMT0 4PM FOR THE LOT COVERAGE OF OCCUPANCY � u jFOUNDATION- FOLLOWING INSPECTIONS: _ SOUTHOLD TOWN GODS 2ao-14 1. FOR POURED CONOCRETE REQUIRED - - ; 2. ROUGH-FRAMING&PLUMBING -----------_.- L------- ---------- ------- - I DESCRIPTION (FOOTPRINT) AREA 90 LOT 3. INSULATION COVERAGE � N260 I q'20II W 200.41 1 ---------------------------- i 4. FINAL-CONSTRUCTION MUST J TOTAL LOT AREA 206,546. B 0 S.F. BE COMPLETEETE FOR FOR C.O. E�cnuc,�.�.r.:'^^�rtoy r: -' ALL CONSTRUCTION SHALL MEET THE a N25°45'20"W 217.1,�' EXISTING AGRICULTURAL BUILDING 1,16a.0 S.F. 0.57% REQUIREMENTS OFTHE CODES RESPONSIBLE FOR j _ PROPOSED ENTRY STAIR 68.0 5.F. 0.031/10 DESIGN OR CONSTRUCTON EMORS PROJECT: TOTAL AREA OF ALL STRUCTURES 1,257.0 S.F. 0.6095 I TRUSS P �,,...fs,$��;m- " - '1 11 SHIPMAN � MAXIMUM LOT GOVERA5E ALLOWED: 20510 COMPLYL CODES OF AGRICULTURAL NEW YO K STATE&TOWN CODES ZONING REGULATIONS PRI NG I PAL AORI CULTURAL BU I LD I NC AS 'RED AND CONDMONS OF BUILDING SOUTHOLD TOWN GODS 280-14 Mff M e„n T0►.;IZBA 2184 ELIJAHS LANE S0U'H► OLOTON-'"dRIRNt+i!'�GBOARD MATTITUCK, N.Y. 11952 LLI I O EXIST. PROPOSED COMPLIES SOUTFI0LDT0 4TRUSTO o 11.Y.S.DEC O MIN. FRONT YARD 60.0' 354A' 354.1' YES S0( iOtD DRAWING TITLE: i MIN. SIDE YARD 20.0' 50.0' 50.0' Y-5 s 0 PROJECT LOCATION &SCOPE m m �p MIN. COMBINED 25.0' 427.0' 427.0' YES Z j tJl SIDE YARDS RETAIN STORM WATER RUNOFF SITE PLAN & ZONING DATA j MIN. REAR YARD 75.0' 47.6 47.6' NOS Up,SUANT TO Tom 236 E L I J A H S V OF THE Tom CODE. I MAXIMUM HE 1 GHT 55.0' 14.5' 26.8' YES PAGE: L R = 25.0' JL A N E R = 25.0' _ 3q 76 ,/ L _ 38 ..18, '� EXISTING NON-GONFORMIN6 SETBACK All exterior lighting,-- 1-------------`=i- installed,replaced or repaired shall conformG-00LOO SITE LAYOUT NOTES: to Chapter 172 I. THIS 15 AN ARCHITECT'S SITE PLAN d 15 of the Town Code SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION DATE: 01/06/25 1 OF 8 REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED JULY 15, 2024 AND PREPARED BY: 5GALIGE LAND SURVEYING I SOUTH BAY AVENUEF ISLIPI NY 11751 �• y r� C FULL. SITE PLAN SCALE: 1" = 40'-0" P, CARPENTRY A55RE V I AT I O I�l J NOTES $ Si�5G I�-I G�cT I ONE, I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Flo = 8"IS) UNLESS W 6 WOOD FRAMING MATERIAL STANDARDS LA55 WINDOWS AND DOORS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CON5TRUCTION DOCUMENT 51WED OTHERWISE NOTED. THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL 6LA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. TOGETHER AT ALL TIMES. IT IS AL50 THE CONTRACTORS RE5PON5151LITY TO READ ALL NOTPS, OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED OP THE PLANS PRIOR TO WORK 2• ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 8" MIN. FOUNDATION EXPOSURE. JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. BFE BASE FLOOD ELEVATION INT. INTERIOR � AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q 3. SILLS TO BE P.T. AND 5ECURELY FLASHED WITH A TERMITE SHIELD, ALSO GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED BLDG. BUILDING K KIPS (1000 LBS) 0 GENERAL" PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x(6" SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, L1J I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLE55 OTHERWISE NOTED. APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. 5PEG.'s MANUFACTURER'S SPECIFICATIONS Lu COUNCIL 5 WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE co MANNER. 4. AT FLUSH FRAMING USE I6 6AGE METAL JOISTS HANGERS BY "TECO" OR APPLICABLE AS A DERIVED WORK). 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH J (� EQUAL MANUFACTURER'S SPEGIFIGATIONS. B.O. BOTTOM OF MAX. MAXIMUM Q •- CV ALL DIMENSIONS, CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, STRUGTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE BOT. BOTTOM MEGH. MECHANICAL 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. PREFABRICATED WOOD TRUSSES, GYPSUM,HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. b7 PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. BOTTOM OF WALL MIN. MINIMUM O AND AUTHORITIES HAVING JURISDICTION. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR - b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULES SPECIFIED IN I.1 THROUGH 1.8. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF I�i88 L_ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. � � I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, z r OF THE OWNER/BUILDER "1. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 1• ALL EXTERIOR DOOR5 ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE CLo V �i BY THE CRADEMARK OF A LUMBER CRADINC OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. d .� V 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. ON CENTER c SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE G X N AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL CLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 0 a--i WITH THE WORK. &RADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBE. DOUBLE OGG. OCCUPANCY 0 m b. NO DEVIATIONS OR CHANGES TO THE 51RUGTURAL SYSTEM SHALL BE MADE p;�L WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE ,� � .• � REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION O.H. OVERHANG N co UNLESS APPROVED BY THE ARCHIT'ECT/EN6INEER. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE O 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM, DIMENSION PBFE PRELIMINARY BA5E FLOOD ELEVATION -1. CONTRACTOR TO VERIFY DIMENSIONS 0'= FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, 5HEATHIN6 IS OF 1/2" THICKNESS ON WALL5 AND 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET Q a ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS THE PROVISIONS OF AN51/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICSCHARACTERISTICS STIARE OF THE ANDERSEN WINDOW SPECIFIED. THE BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN TIMBERS. ROUC7H TE NINO, U ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS P. GONG. POURED CONCRETE ROUGH OPENING, U-FACTOR,LIGHT AREA, VENT AREA, AND EGRESS b. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. REQUIREMENTS. EA. EACH PL. PLATE 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. WOOD I-JOIST5 SHALL MEET THE PROVISIONS OF ASTM D5055 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION PLYWD. PLYWOOD NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING FOR ALL INSPECTIONS, APPROVALS, STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 TEMPERED 6LA55. 10. OWNERBUILDER ARE RESPONSIBLE CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP, -� EQUIPMENT P.T. � PRESSURE TREATED APPROVED EQUAL. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 11. EXTERIOR &LAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING REQ'D REQUIRED II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA EVALUATION REPORT. 50 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT MISSILE TEST OF ASTM Elggb AND ASTM E O NI MODIFIED TI 20HA NYS ET PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RI RISER �� U51N6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' OR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS A57M M5456 STANDARD SPECIFICATION FOR EVALUATION OF AN51/DA5MA IIS. F.A.I. FRESH AIR INTAKE M. RO OM - " ROOF RAFTER STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE 12. A5 AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO R.R. RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8-O AND AT EVERY 5'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PACE 5ET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LESS THAN a,, AND A SPAN OF NOT MORE THAN 8' SHALL 6-004. BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRESH AIR VENT STL. STEEL "I-J 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 1.5. PREFABRICATED WOOD TRUSSE5: A55EMBLIE5 USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHAL_ REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., 4rLEAN 6LA55 AND LEAVE WORK NEGE55ARY. GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE BROOM GLEAN. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED 1-1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS TEMP 6L. TEMPERED 5LA55 LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. PLUMBING AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION THK. THICK MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM I. STEMS CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) FLOOR SHALL NEVER EXCEED A IV' SPAN. WALLBOARD, ASTM 05-1 SPECIFICATION FOR GYPSUM LATH, OR A5TM C'iq SYSTEMS TO NYS PLUMBING GORE AND NYS DEC REGULATIONS. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL 16. THE CONTRACTOR SHOULD FULLY 6UAR4NTEE HIS WORK AND THE WORK OF SPECIFICATION FOR GYPSUM SHEATHING BOARD. THE SUB-CONTRACTORS FOR A PERIOD OF' AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. COMPLETION OF PROJECT. AS PER PACE G-003, FR. FRAME Tr TREAD n 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN 1 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION VJ MEET THE PROVISIONS OF ANSI/AHA A135.4 BA51C HARDBOARD OF FRPR. FIREPROOF TYP. TYPICAL Q 1-7. THE CONTRACTOR SHALL INDEMNIFY AND ANSI/AHA AL35.6 HARDBOARD SIDING.HOLD HARMLESS THE OWNER, AND AT BASE OF VERTICAL WASTE PIPES. ARCH ITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED AGAINST ALL CLAIMS, DAMAGES, LOSSES ,AND EXPENSES, INC. USING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 25G COPPER I.8 STRUCTURAL PANELS: 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR 50AKIN6 UNTIL THE WOOD FOOT. GYP. BD. GYPSUM BOARD VERT. VERTICAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. AL50, FOR HARDWARE USED WITH P.T. LUMBER, Led. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 15 ATTRIBUTABLE TO BODILY INJURY, 510KNE55, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLESS OTHERWISE NOTED: MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLA5HIN6, ANCHOR BOLTS, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE - DISH WASHER.........................................2„ H.D. HOLD DOWN INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK Y.I.F. VERIFY IN FIELD ITSELF INGLUDIN6 VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND THE L055 OR USE RESULTING THEREFROM). (5) I5 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, - KITCHEN SINK........................................2" WHOLE OR IN PART BY ANY NEGLI6ENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY - LAVATORY...............................................2" HDR HEADER w/ WITH CONTRACTOR, ANY SUBGONTRAGTOR, ANYONE DIRECTLY OR Ih PRODUCT 5TANDARD 2 (P52) PERFORMANCE STANDARD FORDIREGTLY - SHOWERrTUB..........................................2" EMPLOYED BY ANY OF THEM, OR ANYONE I=OR WHOSE ACTS ANY OF THEM MAY 21• LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE - TOILET........................................................5" HNGR HANGER WD. WOOD BE LIABLE RE6ARDLE55 OF WHETHER OR 'NOT IT 15 CAUSED IN PART BY A A. WEYERHAEU5ER TRU5 JOIST 2.0E MIGROLLAM LVL EVALUATION REPORTS. - LAUNDRY ................. 2" """""""""""""""" ZONIN PARTY INDEMNIFIED HEREUNDER. B. 6EOR0I PACIFIC ER LAM LVL 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND - FLOOR DRAIN..........................................3" HOR. HORIZONTAL ZR G RESOLUTION PSL (PARALLEL LUMBER)STRAND LUMBER) DENOTES: 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. WEYERHAEU5ER TRUE, J015T 2.2E PARALLAM PSL BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. 5PEC.'s THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY THROUGH ROOF. OF CONCRETE, ETC. ARE TO BE CAREFULLY 5UPERVI5ED BY THE CONTRACTOR PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 1, PROVIDE FROST-PROOF HOSE BIBS WITH EA51LY ACCESSIBLE DRAIN d APPLICABLE CODES AND GOOD PRACTICE:. DEVIATIONS FROM THE DRANIN05 FRAMING MATERIAL STANDARDS 5ECTION, THE 60VERNIN6 BUILDING CODE, APPLICABLE CODE EVALUATION REPORTS. DRAIN GOOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIR.EMENT5 SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL PROTECTION. AUTHORIZATION OF THE ARCHITFOVENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY REQUIREMENTS LET FORTH IN THE MANUFACTURER'S CODE 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED Iq. THE CONTRACTOR SHALL BE RE5PON515LE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL WITH BACK FLOW PROTECTION. NEEDED, UNLESS OTHF-R 15E SPECIFIED. ALL DIMEN510145 AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS q• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED SHALL MEET THE PROVISIONS OF ANSI/AHA AI114.1 CELLULOSIC WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED&E5. CELLULOSIC FIBER INSULATING BOARD. TO CONGEALMENT OF PLUMBING. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF 5TUDS SHALL NOT BE LOCATED IN THE I.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DIN6 USED IN II. NOTCHING AND BORING OF STUD5, JOISTS, RAFTERS AS PER BUILDING CODE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCE5515ILIT" STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I NOR ANY POTENTIAL DAMAGE THEREOF. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE (105- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 25. PLEASE NOTE THAT THE5E PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 12. PER NY5 PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE UNAUTHORIZED USE UNDER FEDERAL LAW EY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. REPORTS. WATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SE'/ERE PENALTIES. SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. ELECTRICAL: NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE ADAPTED FROM STANDARD FOR HURRICANE- RESISTANT RESIDENTIAL � I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM SPECIFIES THE REQ D NAILING FOR THE SHEATHING (ANY NAILING 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B I8.2.1 SQUARE AND to CONSTRUCTION;SSTD 10-qq AND 2018 5BG I�ICH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HEX BOLTS AND SCREWS (INCH 5ERIE5). EN R&Y NATIONAL TIOELEGTRIG GODS, NFPA '10 AND 2020 NEW PORK STATE Z CONSTRUCTION SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED ENERGY CONSERVATION CONSTRUCTION GORE. I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEG.'s). 2.2.2• LAC SCREWS: LAC SCREWS OR LAC BOLTS SHALL COMPLY WITH ANSI/ FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND✓FLOOR PLANS. ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 2• CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION OF WORK. 0 2. APPROVED GONNECTOR5, ANCHORS AND OTHER FASTENING DEVICES NOT 26. COLUMN BEARING AS FOLLOWS: 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES INCLUDED IN THE STANDARD BUILDING c;ODE, SECTION 2306 OF IBC SHALL 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -72: HOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, - GENERALLY, VERIFY OR PROVIDE HARD WIRED WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-5HRINK GROUT. THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS SMOKE DETECTORS w/BATTERY BACK-UP IN: 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED , DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" d' ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. A. EACH SLEEPING ROOM TABLE RHO .1 CLIMATIC GEOGRAPHIC DESIGN CRITERIA ui AREAS SHALL BE 5TAINLF55 STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a 4. WHERE WINDOWS AND DOORS INTERRUPT W 6AOE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, WOOD STRUCTURAL PANEL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.NJ. AREA IN THE IMMEDIATE VICINITY OF 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE HOWEVER, GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL GROUND SNOW LOAD 25 LBS WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE THE BEDROOMS (GENERALLY THE HALLWAY) MEET THE REQUIREMENTS OF THE &OVERNINC BUILDING CODE AND ANY PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ALLOWABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S C. EVERY LEVEL OF DWELLING 5TRUGTURAL MEMBER BASIC, WIND SPEED 150 MPH PROJECT: U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya" BENT PLATE 8" LONG CODE EVALUATION REPORTS. (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETC) DEFLECTION 5. RIDGE 5TRAP5 SHALL BE ATTACHED TO EACH PAIR OF OPPOSING w/ b" RISE d w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD EXPOSURE CATEGORY B RAFTERS EXCEPT WHERE COLLAR TIES OF I xb OR 2 x4 LUMBER 15 SET b" D15T., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-003. RAFTERS HAVING SLOPES GREATER THEN 3/12 SH I PMAN SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. FOUNDATION. CONCRETE, AND MASONRY L/I80 LOCATED IN UPPER THIRD OF ATTIC SFACE AND ATTACH TO EACH PAIR OF I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT W/ NO FINISHED CEILING ATTACHED TO RAFTERS RAFTERS. ASPHALT ROOFING SHINGLES 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SEISMIC DESIGN CATEGORY B AGRICULTURAL 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 1. ALL SLOPED ROOFING 5HIN6LES SHALL BE GAF-GLA55-A ASPHALT ROOFING SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF INTERIOR WALLS d PARTITIONS H/180 5HINOLES OR APPROVED EQUAL. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. WEATHERING SEVERE BUILDING '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY MANUFACTURER'S CODE EVALUATION REPORTS. I6 WITHIN 4 OF EXTERIOR CORNERS. 2. SHINGLES SHALL BE APPLIED OVER IS# BUILDING FELT, UNLESS OTHERWISE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL FLOORS d PLASTERED CEILINGS 3 L/360 „ NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE 2,2.1. SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B 18.6.1 FROST LINE DEPTH -O AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL WOOD5CREW5 (INCH 5ERIE5). 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TOWSQ. FT., U.O.N. ALL OTHER STRUCTURAL MEMBERS L/240 2184 ELIJAHS LANE 5. SILL PLATE TO FOUNDATION ANGHORAOE;SILL PLATE SHALL BE ANCHORED LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. TERMITE MODERATE TO HEAVY TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS MATTITUCK N.Y. 11952 OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF OTHER1^1I5E NOTED EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR CONSTRUCTION. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MA5ONRY MECHANICAL CONNECTIONS: 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65, U.O.N. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 4. ROOFING 15 TO BE APPLIED IN 5TRICT ACCORDANCE WITH MANUFACTURER'S DRAWING TITLE: AND AT 5PACIN6 NOT EXCEEDING 4' OIN CENTER. SPECIFICATIONS. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS GENERAL NOTES SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. UNTIL TIER OF FRAMING I5 IN PLACE. EXTERIOR WALLS - WIND LOADS FLEXIBLE FINISHES L/120 5. NAILING OF ROOFING SHALL BE TO GORE. IT W/ 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED T FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. ENERGY TABLE CODES AND REFERENCE STANDARD: b. CORRO5ION RF515TANT 11 GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE BY "SIMPSON" MANUFACTURER. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK PERMITTED 8. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED STRUCTURAL DESIGN CHARTS STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES SOLID WITH CONCRETE. NEW YORK STATE PROPERTY MAINTENANCE'_ CODE, AND 2020 NEW YORK '7. PROVIDE (2) LAYERS OF IS# ASPHALT BUILDING FELT UNDERLAYMENT FOR INDICATED IN "51MPSON" PRODUCT LITERATURE. THERE MAY BE 5EVERAL STATE ENERGY CONSERVATION CONSTRUCTION GODS. 2:12 PITCHES TO 4:12 PITCHES LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. STRUCTURAL DES I CAN LOADS LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "51MP50N" 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 PAGE: WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME THE SEALANT TO UPLIFT FORGES USING ASTM D b381. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED DAYS OF 4,000 P.5.1., U.O.N. USE LIVE: LOAD DEAD LOAD CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH (AFdPA) AMERIGAN WOOD COUNCIL (ANC). ELECTRICAL: MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. b MIL. POLYETHYLENE VAPOR BARRIER UNDER EXTERIOR BALCONIES 40 psf 15 psfG-002m00 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM PLUMBING CODE. TO 2011 NATIONAL ELECTRIC. GORE, NFPA -70 AND 2020 NEW YORK STATE b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. DECKS 40 psf 15 psf SPECIFICATIONS OF THE PRODUCT BEING INSTALLED p ENERGY CONSERVATION CONSTRUCTION CODE. 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW PORK STATE 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY (1) WALL TIE PER (5) 50. FT. PA55ENOER VEHICLE &ARA6E5 50 psf AS PER PLAN MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ARCHITECT DATE: 01 06 25 COMPLETION OF WORK. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, UNINHABITABLE ATTICS WITHOUT STORAGE 10 OF 8 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201"I NATIONAL ELECTRIC 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. (MAX CLEAR HOT < 42") 10 psf IS psf GORE, NFPA '10 AND 2020 NEW YORK STATE ENERGY CONSERVATION 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'12: HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED CONSTRUCTION GORE. UNINHABITABLE ATTICS WITH STORAGE 20 psf 15 psf - GENERALLY,VERIFY OR PROVIDE HARD WIRED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. SMOKE DETECTORS w/ BATTERY BACK-UP IN: FROM FOOTING TO 2" ABOVE FINISH GRADE. (MAX CLEAR HOT > 42 ) A. EACH 5LEEPIN6 ROOM INSULATION HABITABLE ATTICS d I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED lb. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 FIBER6LA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 sf I5 psf FOIL TO BE PLACED TOWARD WARM SIDE. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. p p �+':. ;• AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (GENERALLY THE HALLWAY) 2. PROVIDE 2" R-10 RI610 FOAM INSULATION FOR EXTERIOR FOUNDATION 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY SLEEPING ROOMS 30 psf 15 psf ARCHITECT/ ENGINEER. WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY h4^C, J C. EVERY LEVEL OF DWELLING CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE (BASEMENT, FIRST FLOOR, d SECOND FLOOR,ETC.) FOUNDATION WATERPROOFING. 15. PROVIDE BITUMINOU5 JONTS BETWEEN SLABS AND FOUNDATION WALLS AND STAIRS 40 psf IS psf VE WHERE EVER APPLICABLE. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 6UARDRAIL5 AND HANDRAILS 200 psf 15 psf ; - q" R-30 FOR FLAT GEILIN65 Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10 DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. - 8.25 "R-30G FOR VAULTED AND CATHEDRAL CEILINGS - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK : CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. ROOF LOADING (LIVE = &ROUND SNOW LOAD) 25 psf 15 sf ` - 5.25 R-21 FOR 2 xb WALL CONSTRUCTION P • - 5.25" R-21 FOR FLOORS 20. FOR SECOND STORY ADDITION5, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN 50LIM d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH DEEP d 5'-0 BELOW GRADE. ASGE 7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDONN DETAILS T` f= GAL. NA I L. I NO/STRAFE I NO REOU I REMIENTS FOR FASTENING SGHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER U f=L. I F T/ SHEAR/ I$ LATERAL N I N D RE S I S TA N G E NOTE: THIS SGHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMI N6 STRAPS (SEE PAGE 6-005 FOR STRAPPING AND NAILING REQUIREMENTS, a SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED Q ALL STRAPPING TO BE ly4"x 20 6AU6E AND ROUGH OPENING FRAMING REQUIREMENTS) 0 -- "51MPSON" EQUIVALENT - G520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu FUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWC 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) L FASTENER SPEC. FASTENER co HOLDONN 'A' HOLDONN 'B' CONNECTION A_] A I L. IO OR I D DESCRIPTION AND QUANTITY SPACING < c � FOR NEW 4 EXIST. � r— FOUNDATIONS � AT RAFTER TO RIDGE �� � ROOF I$ CEILING FRAMING _0 � O I.DIM's ARE ALL MIN.s's BASED ON USE OF ONLY A 16d >: C9 ENDWALL CONNECTION: +� � „"„-~ ~„ COMMON NAIL w/o PREBORED HOLES. L z O NDWALL - ~~~" 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER N (5) 2x FULL (5) 2x FULL CORNER STUD �� 2.WOOD 15 ASSUMED TO BE DF,s2 4 BTR. IN DRY USE CL •— HEIGHT STU HEIGHT STUD CONNECTED TO FOR STRAP - 3 8 d COMMON R.R. 2. SERVICE f-0 Y CORNER 5TUD TRANSFER 5HEAR NAILS ® EA. END OF STRAP. CEILINS J015T TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER J015T > C I_ U CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL G X :3 CV TRANSFER SHEAR ry (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL O O O 4- "SIMPSON" HD05 FOR ROOF SLOPES UNDER 5:12 WITH ,!v HOLES,SET NEW MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-005 EACH LAP m — C9 HOLDOWN ANCHOR ® 2-I6d COMMON O 2-I6d COMMON „ ROOF SPANS OF 24 OR GREATER, L0 LOCATIONS NOTED NAILS ® b O.G. 4 • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N NAILS m 6" O.G. 4 ON PLANS 10" O.G. IF BLOCKED _„„.'` USE 4 5 d COMMON NAILS ® EA. • • GEILIN6 JOIST LAPS OVER PARTITIONS(PAGE-NAIL) q-I6d COMMON EACH LAP C 0 Otu 10" O.G. IF BLOCKED CORNER POST `"`~~, END OF STRAP. .?° • 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q �- O CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A q0° AN6LE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE THE ABOVE ASSUMES A RAFTER &RAPHIC BELOW) 'SIMPSON" HDQB HOEDOWN ANCHOR ® SPACING OF 190 O.G.; FOR SPACINGS 6.DIMEN51ONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END LOCATIONS NOTED ° OF 24" O.G., INCREASE NAILING BY A GR 410N 12.4-PLACEMENT OF NAILS d SPIKES d TABLE + ON PLANS ° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI 52 AT RAFTER TO TOP PLATE TO 5TUD WALL FRAMINS HOEDOWN INSTALLATION OPTIONS: . CONNECTION: „.�•~~' •1` ° ° 52 "'~�~�- TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT FOR NEW P. GONG. FOUND.s FOR STRAP - 3 8 d* COMMON NAILS ® EA.. ° HOEDOWN CAST IN PLACE w/„T/8"4' THREADED ROD �,•.•~'' • • END OF STRAP. . • U ■ — ./ sm WHEN IN TOWN OF 15LIF OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I66 COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.s • • • • "1/8"4' THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO �`` NOTE GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "51MPSON" SET(HIGH STRENGTH EPDXY ----� I • • MAX. NAILING GRID ABOVE UTILIZE • • 5TUD TO 5TUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. 4_j In ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT I y I I I SIMP50N #H2A (OR EQUAL) RAFTER TIE ~� uj (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • FOR TOE:NAILIN6 - 3 8 d COMMON NAILS `' -M•.... + FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD w/~i/8"O THREADED ROD CONNECTION ~-~..~ FOR G.J. TO R.R. - q 16 d COMMON NAILS r 1 REQUIREMENT5 FOR --.. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, c RAISED G.J.'s (WHEN ~ AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-I6d COMMON I� PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW HOLDONN 'G' HOLDONN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - g 16 d COMMON NAILS FLOOR FRAMINS . - Q )=C'R NEW 4 EXIST. _FOUNDATIONS FOR NEWLY POURED CONNECTION GI G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST n, FOUNDATION ® ONE STORY ONLY ; W (5) 2x FULL ENDWALL BRIDGING TO J015T (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT STUD CORNER STUD CONNECTED TO • BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END TRANSFER 5HEAR "SIMPSON HDQS (5) 2x FULL BLOCKING TO SILL or HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD ,„.-~' . G2 ~"-" _ AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 „„ o TOP PLATE (TOE-NAIL) ON PLANS O.G. IF BLOCKED CORNER POST G I FOR STRAP - 3 5 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T C ° NAILS ® EA. END OF STRTlv/ AP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST M FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d COMMON o BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® " O.C. `•,,� """ "-"" BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT • ROOF SHEATHING 16 STRUCTURAL PANELS: INTERIOR ZONE bd COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST D14RJ FCONNECTICN DI D2 SOLID PERIMETER EDGE ZONE s 8d COMMON 6" EDGE / b" FIELD BLOCKING HOEDOWN INSTALLATION OPTIONS: a EA.BAY CABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. FOR NEW P. GONG, FOUND.'s UP TO q" RAKE OVERHANG FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s HOEDOWN CAST IN PLACE w/-1/8"4' THREADED ROD ��„�„~ • AT STUD TO FLOOR ASSEMBLY TO 51 LL GE I L I NG SHEATHING " • � -I/b RE"o THREADED ROD (P '_-DRILLED) EMBEDDED 12" INTO PLATE(S) CONNECTION: [-)2 CONCRETE w/MMP5ON" 521(H16H 5TRENOTH EPDXY ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMP50N" AT CORNER ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD (H16H STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR SPECIFIED ON �� `;; ' ° END OF STRAP (WRAP STRAP UNDER SILL PL.) NALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYR FOUND. NOTE • e FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - STRUCTURAL PANELS Sd COMMON FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN b" EDGE / 12" FIELD w/7/e"� THREADED ROD d COMMON NAILS 9 � ALTERNATE GONFI6URATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS -i" EDGE / 10" FIELD � FLOOR CONNECTION w/ # LPT4 SIMPSON (OR ~~-•_„„..._ P.STRAP w/(3) Z N L. IO/STR � I NO @I NDO /DOORDR F"I ° ° STANDARD/ALTERNATE EQUAL ® PLATFORM TO SILL PLATES `��~---^--..~� of AI STRAPTO"D EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) ALTERNATE USE O SIMPSON H2.5A) U NOTATION: A - NUMBER OF 5d NAILS ® EA. END OF STRAPPIN6 (20I5 WFGM, TABLE 5."I, P. 184);WHEN STRAPPING GONNEGTI ON E STRUCTURAL PANELS: REQUIRES OVER 14 NAILS,USE SIMP50N 0516 STRAPPING (OR EQUAL). „„~�~~ '„ I" LESS: COMMON b" EDGE / 12" FIELD / B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2DI8 WFGM,TABLE 5.255,P. 2,11) „ • GREE ATER THAN I": 10d COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KIN& STUDS ® EA. SIDE OF HEADER (201b WFGM, TABLE 5.250,P. 2q2; ALTERNATE AS PER TABLE 5.23D,P. 215) """- 1 - NAILING REOUIREMENT5 ARE BASED ON WALL 5HEATHIN6 NAILED b" O.G. AT THE PANEL EDGE. W A I� D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING 5TUD TD END OF HEADER® EA. 5117E AT 57UD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q (20I8 WFGM, TABLE 3.1,P. 18q) EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER IS (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2018 WFGM,TABLE 322F,P. 288 PLATE(5) CONNE07ION) °° ° ° ° ° SHEAR GAPAGITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER(20145 WFGM,TABLE 5.22F,P. 256) ° °° °° ° ° A SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: B F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. 5117E ��r . �, ° ° ° ° ° °° 2 - WHEN WALL 5HEATHIN6 IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER, OF E (DOES NOT APPLY TO DOORS) (20I8 WFGM, TABLE 5b,P. IQI) ~`"^ ..,„� ° ° FOR STRAP - 3 8 d*COMMON NAILS ® EA, s NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. END OF STRAP ((WRAP STRAP UNDER SILL PL.) - FOR ROOF 5HEATHIN6 WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 ON EACH _ FASTENING SGHEDULE B � ` w ..., � ° °°° g° USED. E OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE SH I PMAN ROUGH OPENING FRAMINS REQUIREMENTS FOR WINOOW/DOOR OPENINGS "`--, , ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - AGRICULTURAL (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) 2 16 d COMMON NAILS A BUILDING NOTATION ROUGH �` B G D (2 PLY (3 PLY F oPENIN6 HDR) HDR) 2184 ELIJAHS LANE 2'-0" 2 1 1 2 1 1 2 MATTITUCK, N.Y. 11952 4'-0" 3 1 2 5 1 1 3 GABLE ENDWALL Si�L. I G I NO OF TOfi� i�L.ATE BRAGINS/STRAPPINS DRAWING TITLE: * - PROVIDE (2) 2"xlO" HDR (MIN) U.O.N. 6'-O" 4 I 3 4 i 1 4 TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, 8'-O" 6 2 3 5 I I 5 I— SPLICE ---} BAYS BACK ® LESS IN6 PROVIDE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BLOCKING m 12"oG. STRAPPING & NAILING DETAILS LENGTH FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES 5$0 - 4'-O" O.G.O. TO ACHEIVE RAKE O.H. 10'-O" '7 2 4 6 2 1 6 ALL OTHER GASES ONE STORY SLAB ON GRADE Roor FASTENING SCHEDULE 8 2 5 8 2 1 -i 8 BUILDING MINIMUM SPLIGE BUILDING MINIMUM SPLICE'''` DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: ad NAILS EA. END 12'-0 " 2'-0"/2'-6" 12'-0" 3'-0" TTIC OF EA. STRAP I6'-O" 3'-O"/3'-q" I b'-O" 4'-O" A G-003mOO - M 20'-0 " 4'-0"/5'-O" 20'-0" 5'-0" BLOCKING 2 BAYS 24'-0" 4'-0"/5'-0" 24'-0" 6'-0" BACK ® 4'-0" o.c. DATE: 01/06/25 3 OF 8 28'-O" 5'-O"/6'-3" 251-0" -1'-O" 32'-0" 8'-O" SECOND FLOOR I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USIN6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO 40'-0" 8'-0"/IO'-O" 40'-0" II'-O" PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKIN6 2 BAYS BACK® 4'-0" D.G. v " 2.TABULATED SPLICE LENGTHS ASSUME A BUILDIN6 LOCATED 50-0 10-O /12-6 50-O 151-011 IN EXPOSURE B TYP STRAP, w/(3) Sd NAILS EA. END 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'—O" 12'-0"/15'-01, 60'-O" I6'-O" OF EA. STRAP 9 HEI&HTS FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT LATERAL LOA05 SHALL BE MULTIPLIED BY H/5; FIRST FLOOR FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE '10-D 14-O '70-O I cI-oil NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). 501-01, I6-O 80-oil22-O q'WALL- 1.125 10'WALL- 1.25 II' B?WALL- I. 5 BLOCKING 2 BAYS W WALL-.5" THIS COLUMN w/MULTIPLIER BACK ® 4-O O.G. FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RAVE MATERIAL MISCELLANEOUS FRAM I NC GRAPH I GS CONTINUOUS BUILT-UP ORDERS,RDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REQ D FOR FRAMER TO HAVE A F I REBLOCK I NO FOR PLATFORM WOOD FRAM NO WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 a CONNECTION t 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q PATTERN DESCRIPTION TOGETHER SIDE BY 51DE ARE GONTINUOU5 OVER in BLOCKING UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. LJJ NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROW5 IOd NAILS m 12"O.G. P Lu THE SPAN LEN6TH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST —� (co STUDS STUD B (5)ROWS 10d NAILS• 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPING. SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE (V (2)ROWS 1/2" Q BOLTS• 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE � SUBFLOOR G DBL.a ENDS TWO-PIECE i PLATE SERVE AS FIRESTOPPING. 0 SOLE PLATE BUILT UP GIRDER p� MAX.52" NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE O W_ D (2)ROWS 1/2"0 BOLTS• 16"O.G. SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE -a JOIST SERVES AS FIRESTOPPING. }- C9 SIDE WITH IOd NAILS, TWO NEAR EACH END OF �+ � E (2)ROWS 1/2" 4)BOLTS o 24"O.G. L z O BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING O N F (2)ROWS 5-5/5"TRUSSLOGK SGREW5 a 12"O.c. d 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. '— L!) SCREWED ON(I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH � � 4 6 (2)ROWS 5-5/5"TRU55LOCK SCREWS a 16"O.G. P` SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE X � Rl SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS 5TA06ERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O O 4- JOISTS SERVE AS FIRESTOPPING. H (2)ROWS 5-5/6"TRUSSLOCK SCREWS• 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. .c p m �+ JOIST SCREWED ON(1)SIDE OF MEMBER a-J 41 U-) MAXIMUM OFFSET THREE-PIECE 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N f6 (2)ROWS 5"T"SLOCK SCREWS• 12"O.G. BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d SCREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS JOIST DEPTH,d MATCHED SIZE OF BLOCKING RUS P, NAILS ON EA. SIDE WTWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. Q �' 2 b UNDER NON-LOAD BEARI FIRE5TOPPIN6 AND K (2)ROWS 5"TSLOGK SCREWS• 16"O.G. 4 SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDINS INTERMIDIATE JOINT5, AND w/ THE PARTITIONS ® 52" O.G. $LOCKING SN (2)ROWS 5"TRUSSLOGK D OTHERS 5TA65ERED WA DISTANCE OF NOT MORE 3 8. THE HEADER SERVES AS FIRE-STOPPING. SC REWS m 24"O.G. _ BETY�EN I/6 DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER a 1/4 of A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CEILING BRACING NOTE, p. FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS STRINGER TO SERVE AS FIRE5TOPPIN6. CANTILEVERED FLOOR I.BEAMS 4 I-ADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN V OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR CONNECTION PATTERN V WHEN 10"OR LARGER p• FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 5UBFLOOR SOLE PLATE 2"x4" CONTINUOUS 6ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE m &O.G. TRU55 THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U JOIST 2) loci NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED C.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL /' -�` I G J� G Q G PLATFORM FRAME GONSTRUGTI ON SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON IO) 8d I V,A I L I I `r:O �A T I E R I `�J FOR SIDE LOADED S E A M S 00 . FLUSH 5 F_A M✓> -LOCATIONS REOUI RUN6 FI RE5TOPPI N6- NONCOMBUSTIBLE LATH, EXTEND I N6 TO CHIMNEY FACES, WILL SERVE AS FIRESTOPPING. NAILS ■ FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPING STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS JOIST ■ Sd U COOLER NAILS® 10"O.G. NAILED' BOLTED' 2"x4" BLOCK NAILED TO EA.BRACE ;( VERTICAL K4EL G ING 2 ROWS Ibd 6 ROWS 16d �ROWS 14' 2 ROWS 2 ROWS BLO K BOLTS■24 FIRESTOPPIN6 WHEN N ON BOLTS LTT3 W/(4) IOd NAILS COMMON� GOMM � L >90 COVERING I*APPLIED e "O.G O "O.G. O.O.sTA66E'R� O 12'O.G, a b"O.G.12 IZ O UNDERSIDE O a. STRAP T I OF STUD 2 9 TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS GYPSUM BOA 2 LOCATION OGATIO OGATIONL N 3 L Ir^ DOUBLE PLATE " Sd COOLER NAILS® 10"O.G. (10) 8d NAILS BEAM SELECTION w/ 5TD. NAILING ° ° ° ° a ° ° ° v J NOTE: ENDWALL STUD AS NOTED IN NOTES "1 $ 5 ° ° " ° LOCATION 4 s ALTERNATE J015T SHALL BE LOCATED DIRECTLY . ° ° ° ° LOCATION DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPING NONCOMBUSTIBLE OVER STUDS, UNLESS TOP PLATE 15 4"m ED6E/ 12'o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROW5 SHOULD BE 2"FROM EDGES 501-E WOOD FIRESTOPPING Or GIRDER Q DESIGNED TO CARRY THE LOAD SCREWS#6 - 14"TYPE W OR S FIRESTOPPIN6 LOCATION 5 LOCATION b 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STA66ERED TWO ROWS 6"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROU&H THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDERNU HEAD AND T. O o 0 0 0 0 o 0 0 OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". O O O O O O O O O II 2"SPACE NOT ATTACHMENT ® VALLEY 4.FOR ATHREE-PIECE MEMBER THE SPECIFIED NAILING IS FROM EACH SIDE. III TO BE FILLED NONCOMBUSTIBLE FIRESTOPPIN6 FIRESTOPPING \ APPROX.I INCH THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED P#eN LOAD*ARE APPLIED TO BOTH SIDE OF THE MEMBER. ft AXI 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION 1 5TD,NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ T.2 ROWS of Ibd COMMON NAIL*02"O.GJ FOR DEPTHS 12"OR LESS 4 bd NAILS LOCATION 8 FIRE*TOPPING LOCATION 9 O EA.END a R.R. 6.5 ROWS OF Ibd COMMON NAILS 02"O.C)FOR DEPTHS OF 14",1611 6 I6". LOCATION 10 FULL WIDTH 2" BLOCKING O H w CONSTRUCT 1 ON DETAILS WIND LOAD PAT+ CONNECT 1 ON DETAILS N TOP PLATE DRILL 2"0 INTO Poor- DECK NOT TO SCALE FOR STRAPPING IN5TL. INTERSECTION DETAIL XIST.OP,NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAILS NOTED CONT.BLOGKIN6 TOP PLATE SPIKED TO R.R.'s .i ALIGN NEW d EX. R.R.AS SHOWN K I NC STUDS PLAN VIEW NOTE, SIMILAR O 'SHED' WOOD JOI S WOOD JO I ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING JOIST HANGS HEADER GENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS G(RDER/HEADS WOOD GIRDER JACK STUDS WOOD JOIST � MAIN MEMBER y� Lu H —� JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAIL5 SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DIAM.X 5 APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, S H I P M A N I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A QO° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN AGRICULTURAL MEMBER,FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL WALL STUD BUILDING BE INSTALLED IN EA. 51ME OF A RAFTER OR CEILING JOIST WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. SUB FLOOR 2184 ELIJAHS LANE DOUBLE J015 TOP PLATE MATTITUCK, N.Y. 11952 G_H I M. CHASE 5ECUR1 NG STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (51M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION H/57UD5 TO ATTIC FLOOR 6 BLK'G TO R/L SIDES W STRAPPING TO R/L SIDES) O PAGE: w TOP PLATE ® 13 -1 N WIND RESISTANT CONSTRUCTION CONNECTORS GHIM. CHASE WALL CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO Q RIDGE-70-RAF7ER5 0520 © 21" APPLY TO EACH PAIR OF RAFTERS nz a RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 01/06/25 4 OF 8 ROOF p a� z o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REQ D BLOCK ING x 00 TO ALIGN w/STRAPPING Q a PLATE-TO-WALL STUD 0520 @ I& APPLY TO EACH WALL STUD ® EA. LEVEL FIRS°� 0-< � 2ND. FLOOR WALL-70-15T. FLOOR WALL LFTA or 0520 @ 5 APPLY TO EACH WALL STUD ® HEADER-TO-JACK 57UD G520 12" FLooR/GLG. O APPLY TO EACH JACK STUD � �"� , •` CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ?ANCHOR 55TB16 APPLY TO EACH 51DEWALL END ST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE F R,•.' SIDE VIEW PLAN VIEW (USE W 1 TH 5 SOUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RE5157ANT CONSTRUCTION. r FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD GAPAGITY. 481 _ EXISTING TO BE DEMOi_ISHED NEW PARTIAL HEIGHT„�- -j NOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) �---�----�{ II NEW WOOD FRAME (L .6. F--=-i NEW FOUNDATION WALL J co STL. WHEN APPL I GABLE_) C M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL I I _ Lo P05T FOR 4" WALLS V 1' 0) WOOD FRAME (L.G. 5TL.. WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL � O P05T FOR b" WALLS), U.O.N. _ } C09 WOOD FRAME(LRG. 5D.. O O N z O WHEN APPLICABLE) 0_ 'cz Lo Y >1 X CV FLOOR PLAN NOTI=S o Z c4 0 Om a-' � DOOR NOTE: 4-1 O N Q c� Lo Oj I. INSTALL NEW INTERIOR DOOR5 WHEN GALLED OUT Q 0 a ON PLANS BY 'JELD-WEN' (OR EQUAL). EXISTING SLAB ® GRADEJ N 2.INSTALL NEW EXTERIOR DOORS WHIN GALLED OUT I �t ON PLANS BY 'THERMATRU' (OR EQUAL). 3.NOTE DOES NOT INDICATE EACH NE'.W DOOR PROPOSED;SEE DE516NATION5 $ DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPI=NDICULAR nl WALL5, U.O.N. W 5. INSTALL AS PER MANU SPE:G.'s 6.PROVIDE (2) 2"xlO" HDR., U.O.N. 7. SEE PACE 6-003 FOR ALL OTHER FRAMIN6 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. OSTAIR t RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 8-i/4" RI f MIN. 10" Tr - RISERS SHALL BE CLOSED I U 2. GREATEST RISER HEIGHT IN A FLIl5HT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN J". I W 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". m 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4-1W 4.1. BETWEEN CLEAR HEIGHT 6 HANDRAILS: 56" MIN. 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 51.5" MIN. 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LF-55 THAN 1 ONE 51DE OF EACH FLIGHT OF STAIRS CONTAINING FOUR OR MORE RISERS, AND WHERE SHOWN ON PLANS. I U 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED WALKING SURFACES LOCATED MORE THAN 50" ABOVE FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. - T. 56" HIGH GUARDRAIL 3 SPINDLE 5FACIN5 NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE;56" HIGH HANDRAIL. I I PLAN 5. &RIPPABLE: RAIL AS PER GORE. EX I JT. FOUI `��ATI OI `l PLA `� n 1 q. RAILING TO BE WOOD. (D WINDOW NOTE: O I. ALL NEW WINDOWS E DOORS SHALT_ BE: ANDERSEN SCALE: I/4" I'-O"= CASEMENT, DOUBLE-HUNG, OR GLIDING (A5 NOTED). INSTALL AS PER MANU. SPEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DESIGNATIONS 4 WINDOW SCHEDULE. 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE:. p - 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED. 6.1. FOR ALL SKYL1614T5 d OPERABLE PANELS OF SWINGING,5LIDIN6, Q BIFOLD DOORS 6.2. WITHIN IS" OF F.F. 6.3. WITHIN 24" OF A DOOR 6.4. WITHIN STAIRWAYS $ WITHIN 56" OF A LANDING A 3 A 3 6.5. WITHIN TUB/SHOWER ENCLOSURES 6.6. SEE ALSO 6ENE:RAL NOTES ON PAGE 6-002 1. SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"xlO" HEADER U.O.N. (2) 2"xl0" HDR. (2) 2"xl0" HDR. 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN"12" ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. O EGRESS NOTE: : IN COMPLIANCE WITH NEW YORK STATE BUILDING GORE, SECTION R310.2.1;THE: FOLLOWING MEANS OF EORE55 SHALL BE FOLLOWED: in NET CLEAR OPENINO........... 5.1 S.F. `t NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM ONEW GUTTER - - - SEE SPECIFICATIONS AT ELEVATION NOTES 8 L!L _j I 5 O GUTTER HIGH POINT (TYP) EXISTING u' NEW 2"x6" P.T. A-501 m r GARAGE in O Z dJ v r D.J. ® 16" O.G. I,O6"1 S.F. I w O NEW 4"xV ALUM. DOWNSPOUT (TYP.) p, - O g T NEW WOOD FLOOR � - - O c>® L, - TYPICAL LEDGER BOARD ® EXT. DECK: SO I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/&" 0 x 5" LONG H.D. CAL. LA& BOLTS Q ® 161, O.G. Q 3. INSTALL H.D. 6ALV. JOIST HAN&E:R5 BY '51MP5ON' (OR 0 EQUAL) ' ^` 4. PROVIDE FLASHING TUCKED UNDEF:NEATH SIDING a dJ 2. PROJfiCT: BENT OVER TOP EDGE OF LEEPOER BD. 5. SEE NOTED DETAIL FOR WOOD STAIRS ® GRADE: _ a SHIPMAN O 4" THK. P. GONG. PAD 8" WIDE: x REOV LENGTH UPON 1O O ra°`f Lr:d` 6" &RAVEL UNDER 2"xl2" P.T. STAIR 5TRINOER5 ® ® �� y AGRICULTURAL MAX. I6" O.G., U.O.N. (MIN. 3 STRINGER!3) Ex• - EXIST. OPENING EXIST. OPENING EXIST. OPENING a � 2 BUILDING ELECTRICAL METER: J j, m 10 INSTALL NEW ELEC. METER AS PER NY5 MECH. CODE, b PROVIDE 11.815" LVL PROVIDE 11.875" LVL PROVIDE 11.675" LVL UTILITY CO. STANDARD5 W/LVL RIM JOIST W/LVL RIM JOIST W/ LVL RIM J015T Li2184 ELIJAHS LANE X FLUSH WITH FJ FLUSH WITH FJ FLUSH WITH FJ ELEGTRIGAL PANEL: MATTITUCK, N.Y. 11952 r R 4 II INSTALL NEW 220 AMP ELECTRICAL PANEL; ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. D o DRAWING TITLE: ALL NEW WINDOWS SHALL BE ANDERSEN 400; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "G-003" FOR NAILING d STRAPPING DETAILS. PROPOSED FOUNDATION PLAN SEE DOOR SCHEDULE FOR ALL 0LA55 DOORS FROM SAME MANUFACTURER PROPOSED FIRST FLOOR PLAN FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOW5 WINDOW CHART EXISTING SLAB ON GRADE PAGE: EGRESS CLEAR LIGHT VENT ROUGH OPENING WINDOW DIMENSION OPENING 0 :1 . TAG COUNT TYPE MODEL # TEMP PER UNIT PROV. UNIT WIDTH REGD: 20 PER UNIT PER UNIT WIDTH HEIGHT WIDTH HEIGHT OPENHREG'D 0 0 REO'5.1 B.F. (S.F.) (S.F) DATE: 01/06/25 5 OF 8 A a GLIDING G54 5-O 4-O 4-I I 3-I I EX, I C EXISTING EXISTING - - - - ]L--7.-7 DOOR 5CHEDULE DOOR MATERIAL FIRE RATING TAG DESCRIPTION MANUFACTURER p -1 N 45 MIN. RATED NOTES f WIDTH HEIGHT 14- Q SELF-CLOSING " t , FIRST FLOOR EXIST. FIRST FLOOR PLAN EX. EXISTING � � _ SCALE: 1/4" 1'-0" SECOND FLOOR 201 SINGLE SWING THERMATRU 3'-0" -1'-0" _=E::�] OE I ERAL 5"-r��50L Y EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT i WOOD FRAME (L.6. STL. D - Q EXISTING TO REMAIN WHEN APPL I GABLE) O O Lu I---{ NEW WOOD FRAME (LG. NEW FOUNDATION WALL 48'-1" W cu I---1 5TL. WHEN APPL I GABLE) C f 'J m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 23'-3y2" 12'-5" Q ;+_' `fV WOOD FRAME (L.6. ST'L. ® P05T FOR 4" WALLS A` 3 P` 3 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL -1 0 P05T FOR 6" WALLS), U.O.N. _ } 0 NEW 2-HR FIRE RATED +�+ (2) 2"xl0" HDR. (2) 2"xl0" HD i- .-- WOOD FRAME (L.G. STL. 3 O O N z 0 A-301 O WHEN APPLICABLE d ' c X (\l FLOOR PLAN NOTES ._ O m + 6 DOOR NOTE: I I I I _ (ill C>3 Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT Q d O ON PLANS BY 'JELD-WEN' (OR EQUAL). O r- 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT _ ON PLANS BY 'THERMAT'RU' (OR EQUAL). 3.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DEVONATION5 4 DOOR SCHEDULE. - 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR V U U V WALL5, U.O.N. PROPOSED 5-O STORAGE 5. INSTALL AS PER MANU 5PEC.'5 U Q U Q Q v O i- 6.PROVIDE (2) 2"xIO" HDR., U.O.N. O 1,067 S.F. O 0 I DEL - VDBL POST DBL P05T DBL POST DEL POST PROPOSED "I. SEE PAGE 6-OUN FOR ALL OTHER FRAMING _ POST RIDGE I RIDGE I RIDGE RIDGE I ENTRY STAIR ® U ® v RIDGE LINE ® v 201 _ ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. - - - - - - `fl Q T 70 0 STAIR RAILING NOTE: m RIDGE _ - - - 2 - - - - - - --►: 0- - - - - - - - - - - - - - -t I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 4 MIN. 10" r , Tr - RISERS SHALL BE OL05ED cV Q v • 2. GREATEST RI5ER HEIGHT IN A FL.ICHT OF STAIRS SHALL DEL NOT EXCEED THE SMALLEST BY MORE THAN ". z iv cv cv 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8 O P05T (D X X RIDGEt 4. STAIRS SHALL HAVE THE FOLLOlNIN6 CLEAR WIDTHS: "T� 4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 56" MIN. I NA-Ii, N 4.2. EELOW HANDRAIL, RAIL Oi`l ONE SIDE: 31.5" MIN. A j y I I 1 4.5. BELOW HANDRAIL, RAIL5 ON BOTH SIDES: 2"T MIN. I �- r 7 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR I _ OR MORE RISERS, AND WHERE SHOWN ON PLANS. \O U 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED `ry WALKING SURFACES LOCATED MORE THAN 50" ABOVE FINISHED FLOOR OR GRADE, 4 !^THERE SHOWN ON PLANS. ,- -I. 56" HIGH GUARDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW PA55A6E OF A 4" -P SPHERE;56" H16H / /1 HANDRAIL. 4 V J 5. 6RIPPABLE RAIL AS PER CODE. q. RAILIN6 TO BE WOOD. I I II W WINDOW NOTE: �3 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN (2) 2"xIO" HDR. (2) 2"xl0'_HDR. (2) VxIO" HDR. CASEMENT,DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). INSTALL AS PER MANU. 5PEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; _ SEE DE516NATION5 4 WINDOW SCHEDULE. N V To 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS dJ~ 3 A A 3 A AND DOORS"DOORS" ON PAGE 6-002. [L 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 12'-q' II'-3y2" I I'-3y2" 12'-q" 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH Q 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF SWINGING, SLIDING, 4 BIFO,_D DOORS 6.2. WITHIN IS" OF F.F. 6.5. WITHIN 24" OF A DOOR 4 w 6.4. WITHIN STAIRWAYS 4 WITHIN 36 OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES 6.6. SEE ALSO GENERAL NOTaE ON PACE 0-002 'i. SEE PACE C-003 FOR FRAMING EELEMENT5 AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"xIO" HEADER U.O.N. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R512.2THAN FOR OPERABLE WINDOWS WITH SILL HEIGHTS LE55 SEGOMI ) FLOOR FLAN LE55 THAN 24 ABOVE F.F., THAT ARE MORE THAN'72 I • ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. SCALE: I/4" = I'-0" EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R310.2.1;THE FOLLOP41N6 MEAN5 OF EGRESS SHALL BE FOLLOWED: NET CLEAR OFENINe........... 5.1 S.F. NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM ONEW GUTTER SEE SPECIFICATIONS AT ELEVATION NOTES 0 GUTTER HIGH POINT (TYP.) 5 4 H Z bO NEW 4"x5" ALUM. DOWNSPOUT (TYP.) ® w - - - - - - - - - - - - - - - - - - O W WOOD FLOOR - - - - - - - - - - - - - - - - - - - - - - - - NEI �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� � TYPICAL LEDGER BOARD ® EXl DECK: O8 I. (1) 2"x P.T. ED. TO MATCH DEPTH OF JOISTS Lu 2. SE 6' D W(2) 5/5" 4) x 5" LONG H.D. GAL. LA6 BOLTS C. 3. INSTALL H.D. CALV. JOIST HANGERS BY 'SIMP50N' (OR 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE OF LEDGER BD. I 0 0 0 0 I PROJECT: 5. SEE NOTED DETAIL I a FOR WOOD STAIRS ® GRADE: SHIPMAN� ® Oq 4" THK. P. GONG. PAD 5" WIDE x REO D LENGTH UPON I OL 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINOER5 ® I 2! I I AGRICULTURAL MAX. I6 O.G., U.O.N. (MIN. 3 STRIN6EFz5) BUILDING ELECTRICAL METER: 10 INSTALL NEW ELEC.. METER AS PER NY5 MECH. CODE, 4 UTILITY 00. STANDARDS I (2) 2"xl2" RIDGE I I 2184 ELIJAHS LANE ELECTRICAL PANEL: I MATTITUCK, N.Y. 11952 II INSTALL NEW 220 AMP ELECTRICAL PANEL; ALL INSTALLATION AS PER NYS ELECTRICAL CODE. x DRAWING TITLE: P- ALL NEW WINDOWS SHALL BE ANDERSEEN 400; INSTALL A5 PER MANU. 5PEC.'s. SEE PAGE "6-003" FOR NAILING 4 5TRAPPINC DETAILS. I EL D_ PROPOSED SECOND FLOOR PLAN N N N SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER I Ex PROPOSED ROOF FLOOR PLAN FINAL DIMENSIONS FOR FRAMING OF WINDOW5 TO BE PROVIDED BY WINDOW MANUFACTURER a CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOW5 I v v 00 00 0o N WINDOW CHART z i PAGE: EGRESS CLEAR LIGHT VENT I G COUNT TYPE MODEL # ROUGH OPENING WINDOW DIMENSION OPENING TEMP PROV. PROV. TA WIDTH READ. 20 PER UNIT PER UNIT ® ■ ®® WIDTH HEIGHT WIDTH HEIGHT 0PE1NHO REP: 5.1 S.F. (S.FJ (S.FJ - - - - - -] ® ® ® A q GLIDING 054 5-O :l_ 4-O 4-I I4" DATE: 01/06/25 6 OF 8 3-I I� EX. i C EX15TINO EX15TINO - - - - -I.'7 6 DOOR SCHEDULE DOOR � MATERIAL I-p ROFOJG EI� ROOF PLAN f I�I FIRE RATING TAG DESCRIPTION MANUFACTURER 1) -1 N 45 MIN. RATED NOTES - Q � SCALE: I/4" I'-O" WIDTH HEIGHT t- Q SELF-CLOSING C - 3 Iz. S e FIRST FLOOR EX. EXISTING SECOND FLOOR 201 SINGLE SWING THERMATRU ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM a CONSTRUCTION STANDARDS Q 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION BEFORE INSTALLATION Q W IA ASPHALT SHINGLE ROOF J cu M OPROVIDE CONGEALED FLA5HIN6 AT ALL ROOF O Ln INTERFACES. ROOF WIDTH = 49'-O";DORMER WIDTH = 54'-0" OR'10A5 TYPICAL SIDING: = "O O} 0 2 /lie O I. SEE NOTE AT BUILDIN6 SECTION FOR MINIMUM + fY _ CONSTRUCTION STANDARDS 0 O N Z 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION i BEFORE INSTALLATION �- co �-------- ---- ---- 3� VERTICAL 5HIPLAP TO MATCH EXISTING O 00 m a-J — -- — — n TYPICAL 5/4" X 6" AZEK SIDING TRIM (OR EQ.): O NO 0 C>3 L!) --�-� --- -- ----- --- ------ --------- -- --------- -- — - - O I. PROVIDE AT ALL FASCIA PROVIDE AT ALL Q d — _ \ FASCIA 2. PROVIDE AT ALL WINDOWS/DOORS PROVIDE _- -- —� -- AT ALL WINDOWS/DOORS 5. PROVIDE AT ALL CORNER BOARDS � - SOFF I TSPROVIDE AT ALL CORNER BOARDS 8 ------- - - SOFFITS 775 O NEW 4" SEAMLESS CUTTERS $ DOWNSPOUTS; ALUM. o WHITE. 4-J -0 m O NEW WOOD FRAME STAIR r , v • — 4 3 3 U c 77 1 nV!! W EX. cz 0 o ILI Fm NEST ELEVATION (FRONT) 50ALE: 1/4" = 1'-0" z w O U t� a I IA I IA PROJECT: I IA SH I PMAN -- -- - - AGRICULTURAL BUILDING --- - ---- - - -- 2184 ELIJAHS LANE -- --- ---- ------- - - ------ - - - MATTITUCK, N.Y. 11952 5 5 5 DRAWING TITLE: 4 201 PROPOSED EXTERIOR ELEVATIONS 3A3 4 Fil El - _jI O Oi O 4 O Q o 0 r r r PAGE: A-201m00 DATE: 01/06/25 7 OF 8 C . III HIH M I H H f.1 1 ' 1 6 F.F. F.F. ' EAST ELEVATION (REAR) NORTH ELEVATION (LEFT SC)E) SOUTH ELEVATION (RICHT SIDE) 5GALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" 5GALE: 1/4" BUILDING SECTION NOTES 5/4"x6" P.T. NEW ROOFING NOTE (TYP.): DECK BOARDS P.T. DECK JOISTS AS OI I. INSTALL NEW ASPHALT ROOF 5HINOLES. NOTED ON PLANS 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO CONNECTION 'A' AS �- 24" FROM INSIDE FACE OF STUD k4ALL AND AT VALLEYS PER PAGE 6-005 Q 5.INSTALL (1) LAYER OF 15# BUILDIN6 FELT UNDERLAYMENT 5/4" x REOV R Q (OR EQUAL) FOP, PITCHES OVER 4;12, AND (2) LAYERS PROPOSED RIDGE HEIGHT _-_-_-_-_-_-_-_-_-_-_- NEW RIDGE HEIGHT P.T. RISER L1J FOR PITCHES FROM 2:12 TO 4:12, OVER ELEV. +26.6' o a 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) 5/4"x6" P.T. - - - -- - - - --- - J O 5. GAP SHINGLE OVER RIDGE d HIPS (AS REOV) 2 DECK BOARDS ('7 6.PROVIDE RIDGE VENT(AS REOV) 2"x BLOCKING ® EA. Q .N nJ 1. FLASH ALL VALLEYS STRINGER TO MATCH SIZE '� 5.INSTALL DRIP EDGE AS REOV I OF P.T. DECK JOISTS 07 Q. INSTALL ALL AS PER MANU. 5PEC.'s � �poA 12 O •- O F FASTEN STRINGER TO - '� BLOGKIN6 (MIN. b TYPICAL ROOF 4 CEILING CONSTRUCTION: 12 4-� ��A i" FASTENERS) O N Z O • NEW ROOFING AS NOTED NO51 g Q' < a • 1/2" GDX PLYWD 5HEATHIN6 (BLOC:KIN6 ® ALL PLYWD PROP. G.T. PER PLAN S ') .O V- U 2"xl2" P.T. 5TRINOERS ® 16" 4" THK. x STAIR WIDE x WIDTH O.G. (MIN. 5 5TRINOER5 ® O O O 4- CU SEAMS) OF STAIR P. GONG. PAD i„ EA. STAIRWAY) O m Z W • R.R.,G.J., d G.T. RI NOTED ON PLANS F SPANS OVER ----_—_ _ I 8' INSTALL "X" BRIDGING ® GENTE:R OF SPAN,U.O.NJ PROPOSED PLATE HEIGHT -'?> 4-J O +-' � ELEV. +I'i.-l' O Np 0 O 2"xb" P.T. BLOCK IN BETWEEN NOTE: Q O3 NEW EXTERIOR WALL CONSTRUCTION (TYPJ: EA. 5TRIN6ER ALL DEGKIN6 SHALL BE FASTENED . FASTENED TO ^' O P. GONG. PAD w/ IV64" x n1 • HOUSE MEMBRANE (SEE SIDING NOTE FOR 5PEC.'5) UPON 5-1/2" CONCRETE SCREWS BY f w/ COATED DEGKIN6 SCREW5 BY • 1/2" GDX PLYWD. SHEATHING (BLOOKIN6 ® ALL PLYkO 3 pp "GALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) 5EAMW UPON W (5) SCREWS PER BLOCK O MIN. CONNECTION 'G2' A5 n , • 2"x6" STUDS ® 16" D.G. w/DBL. TOP PLATE Q 0 PER PAGE 6-003 GRADE GRADE � NEW STUD TO G NEW 51DINO NOTE (TYP.)- 4 FLOOR TO STUD I. INSTALL NEW 51DIN6 AS PER ELEVATIONS UPON O 2."7YVE1K" HOUSE WRAP (VENTED) (OR EQUAL) UPON r - - - �-8"- 5.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY I 12 I 70 4.INSTALL ALL AS PER MANU. SPEG.'s 5 p` 5. PROVIDE ALL NECESSARY TRIM FOR PROPER PROPOSED 5TORAOE FLOOR 8 I INSTALLATION 6.SIDIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL EXISTING PLATE HEIGHT --------__ F.J. PER PLAN ( 2 XTER I Oil NOOl7 STAIR 17ETA I L 5 O A-501.00 TYPICAL FLOOR CONSTRUCTION: ELEV. +8.6'_ I SCALE: 5/4" = P-O" 4 J m 1. FINISH FLOORING TO SELECT 2. 5/4" T46 GDX PLYWD. SUBFLOOR GLUED d 50REWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 6' INSTALL -+- 'X' BRACE ® MIDSPAN w 4 5A NEW WOOD FLOOR: r A-301 I. NEW WOOD FLOOR •—//'�� nVJ EXISTING GARAGE SLAB W cl OUTLINE OF ROOF 5"x5"xl/4' THK. ANGLE w/ 1/4" TRU55LOK SCREWS (OR EQUAL) TO HDR AND P05T IN WALL (2) 2"x6" P.T. HDR SEGTI ON I -I/A-✓O I (2) 2"Xb" POST IN WALL ® EA. BRACKET �_3O1 00 SCALE: 1/4" = I'-O" rI/4" xb"xl/4"ENDING PL.'s . SIDE, EA. ACKET .T. K. ANGLE w/ K 50REWS (OR EQUAL) TO BRACKET AND P05T IN WALL N Z ANN I NC IDETA I L Lu I'-O" ° I I I I I a I I � PROJECT: I I SH I PMAN AG RICULTURAL BUILDING MIN. "sA RELTE °F0 SA R 2184 ELIJAHS LANE (STYLE TO SELECT) MATTITUCK, N.Y. 11952 SIMPSON H2.5A RAFTER I. CREATE WINDOW OF'ENIN6 2. APPLY WATER-RESISTIVE BARRIER; 3. APPLY SILL FLASHING AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLASHING 6. FOLD WATER-RESISTIVE BARRIER TIE (OR EQUAL) DRAWING TITLE: GUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLASHING DOWN AND TAPE OVER GUTS 5/4"xb" P.T. DECK AND SIDES OF WINDOW OPENING BOARDS BUILDING SECTIONS (2) 1/2"-P HOT DIPPED 6ALV. BOLTS ® EA. P05T w/ OVERSIZED NATER-RE:515T1VE �3ARRI ER Nl NINON FLASH I NO (EX7ERI OR r7)OCR5 FROM Nl Nr:>0N MANUFACTURER) PER PLAN P.T. D.J. AS = RIM BO 5 D END NUT PREBORED tV INTO BEAM, POST, DECK TIE 4 PAGE: RIM BOARD A55EMBELY �`'3O1 00 50ALE: N75 _ z -- P.T. BEAM AS NOTED cV — SOLID BLOCK ® 12" O.G. A-30LOO (2) 51MP50N DJT14Z (1) 1/2"0 H.D. 6ALV. THRU DECK JOIST TIE ® BOLT w/OVERSIZED WASHER EA. POST 4 END NUT PREBORED INTO P05T 4 DECK J015T TIE "SIMPSON" ABA44 DATE: 01/06/25 8 OF 8 ® COLUMN BASE ry 6"xb" P.T. POST GRADE I I 12"0 'SONOTUBE' FILLED D II I I SOLID w/ P. GONG. "u (MIN. 4,000 PSI) p p Ri 1; •-, D i 57A I R FOOT I NC I�)ETA I L f` A-501.00 I5GALE: 5/4" = I'-O"