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HomeMy WebLinkAbout46312-Z 16i, 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 #: 46312 Date: 5/26/2021 Permission is hereby granted to:. Collins, David __. .......... _..._ ... 6685 Oregon Rd Cutcho ue, NY 11935....�� ... ...�....�n-. -...... �-___ __... To: Construct covered porch addition to existing single family dwelling as applied for with ZBA #7422 At premises located at: 6685~Oregon Rd. Cutcho ue _m....... .. ... aaa SCTM # 473889 Sec/Block/Lot# 95.-1-6 Pursuant to application dated 5/10/2021 _ and approved by the Building Inspector. To expire on 11/25/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $373.20 CO-ADDITION TO DWELLING $50.00 Total: _._.....$423.20 Building Inspector t A` 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 iai � mfr .................... : r Date Received I 1I.IC 11F F i IIIIIIII ' IIII' NV PE11II 1 I � For Office Use Only PERMIT NO, � �" `�...... Building Vnspetor:...-__. "", . . s . VI `M 02 1 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:May 10,2021 OWNER(S)OF PROPERTY: Name: David Collins SCTM #1000-95-01-06 Project Address:6685 Oregon Rd Cuchogue NY 11935 Phone#:646-942-0574 Email:dcstudionyc@gmail.com Mailing Address:6685 Oregon Rd Cuchogue NY 11935 CONTACT PERSON: Name:AMP Architecture Mailing Address: 1075 Franklinville Rd, Laurel, NY 11948 Phone#:516-214-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture Anthony Portillo Mailing Address: 1075 Franklinville Rd, Laurel, NY 11948 Phone#:516-214-0160 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION New Structure RKAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [--]other $ Will the lot be re-graded? ❑Yes 9N Will excess fill be removed from premises? Dyes No 1 PROP Existing use of property: jll ) y intended use of property: i l Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ' to IF YES, PROVIDE A COPY tmi eCl Box After,'Readh'14: The uer s q ia,ct r/ s�p 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`040artment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southoid,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition a0erein 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 buildings)for necessary inspections.False statements made herein are punishable as°a Class A misdemeanor pursuant to Section 210,45 of the New York State Penal Law, Application Submitted B (print ame . � YtppY�p )" �"� �i�('�`��,�� � � � ��, � C3Authorized Agent ❑Owner Signature of Applicant: �,. Date: 5/0.21 .2 STATE OF NEW YORK) COUNTY OF l" al � � � 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 tht ewith IAFiAi°i I-Ie TaNDY Sworn before me this Nc°�il•y F°ubiio, Mata O law York stow 1Tw�a�1tDt _ day of mm20 a.� Oi,laGiiiod Ira �uitoa Oounty Notary Public RIG°. ,RTY OWNER AM 1 IIIA"I IIID (Where the applicant is not the owner) _.. residing at G/�� ._ � �A111 _.do hereby authorize apply__. ,. .w _......,�wto a I on my behalf,W-4 wn of Southold B epartment for approval as describe,,, herei 71 Is" Owner's Signature Print Owner's Name 16 2 Town Hall Annex � ° � Telephone -1602 54375 ain oad Pl (631)765Fax(631)765-9502 P.0.Box 1179 y 1 Southold, NY 11971,0959 No41`o BUILDINGT NOTICETlLATS T SSPE CON t CT I S I Gi EC Date: 5/10/21 Owner: David Collins Oregon lid, u `( 11 Location '... ..tc .. �.._ .� ... .. Pleaseis (check li I line): New commercial r residential str t r Addition to existing commercial or residential structure Rehabilitation icommercial r residential structure constructedto be rmed at the subject property reference ill utilize (check applicableline): ...., construction '✓..._ .......... Pre-engineered wood construction (PW) _._...mmmm._.. Timber construction (TC) in the following location(s) (check applicable line): Floor fr i , including girders ) Roof r i ) 0o and roof framing ) " (personName I I this r Capacity(check lic I line): � � J Owner representativeOwner TrussRegMdocx Effective 1/1/2015 I � e BOARD MEMBERS r3f o Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 t ��tncl''i Acaza r. w. a�u�utt: 9 _ r� �ora c�i N ._ ion Eric Dantes TownAnnex/First Floor Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento Ou Southold,NY 11971 RECEIVED http://southoldtownny.gov � y ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 Stud hold Tin Clerk FINDINGS1 DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 17,2020 ZBA FILE: #7422 NAME OF APPLICANT: David and Jennifer Collins PROPERTY LOCATION, 6685 Oregon Road,Cutchogue,NY SCTM No. 1000-95-1-6 SE RA DETERMINATION; 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. . StFFOLK COUNTY AI:I'MINIST TIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A. 14-25, and the Suffolk County Department of Planning; issued its reply dated July 10, 2020 stating that this application is considered a matter for local determination as the''reappea' rso to be n6 significant county-wide or inter-community impact. I W P DETERMINATION:INATION: 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 FACTS/DESCRIP"l:ION.° The subject property is located on a nonconforming 33,668 square foot parcel in an Agricultural Conservation(A-C)Zoning District. The northerly property measures 135.00 feet and the easterly property measures 250.00 feet. The southerly property line, adjacent to Oregon Road, measures 135.00 feet, and the westerly property measures 250.0.0 feet. The property is improved with a two-story framed residence with a detached two car garagee located in the rear of the property that is accessible from Oregon Road by a driveway that runs from the east side of the residence to the rear of the residence as shown on the survey map -W---~~-prep-pared7by-Josepi A:--.Ingegrao; I;S;=dated lucre 28ri 2004 The Site Plan(SP-:IO)rlepicts an existing covared ptelt_ ._ to be removed on the northerly portion of the residence,prepared by Anthony M.Portillo,Architect, and dated July 1,2020. BASIS OF APPLICATION: Request for Variance from Article XXIII, Sections 280-124 and the Building Inspector's June 16, 2020 Notice of Disapproval based on an application to construct a front porch addition to an existing single-family dwelling; at, 1) located less than the code required front yard setback of 40 feet; located at 6685 Oregon Road, Cutchogue,NY. SCTM No. 1000-95-1-6. ll' ; lMf lL l lEl 11; : The applicant requests a variance to construct a front porch addition to an existing single- family dwelling. The proposed construction, on this nonconforming 33,668 square foot lot in the AC District, is not permitted pursuant to Article XXIII Section 280-124 which states, lots measuring 20,000-39,999 square feet in total size require a front yard setback of 40 feet. The site plan depicts a proposed new wrap-around covered porch Page 2, September 17,2020 47422, Collins SCTM No. 1000-95-1-6 that will be attached to the northerly and easterly side of the residence with a front yard setback from Oregon Road of 30.7 feet. ADDI [171ONAI, INFORMATLON: The applicant's representative described prior setback variances granted to neighboring property owners to demonstrate that there are a number of non-conforming setbacks in the neighborhood, including property across the street from the subject lot, The existing residence has a Certificate of Occupancy issued on November 13,2001 FINDINGS OV FACT/REASONS FOR BO R1 ACTIQ The Zoning Board of Appeals held a public hearing on this application io on September mber 3,2020 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: i, Town Law $267-b(3)(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 design is consistent with the design of the existing home as well as many other homes along Oregon Road. Other homes on Oregon have wrap around porches. The existing covered porch will be removed from the side of the dwelling and the proposed wrap around porch will remain open and will have a shallow roof made to match the existing roof line along with columns for support, as, shown on the architectural drawings, 2. Town Law §267-!A3)(b)U2,,, The benefit sought by the applicant or cannot be achieved by some methpd,, feasible for the applicant to pursue, other than an, area variance. The existing front of the residence is currently nonconforming which encroaches upon the allowable front yardsetback by 3.3 feet. The proposed,porch will increase the non-conformity by 6 feet leaving the front setback at 30.7 feet rather than the code required,minimum front yard setback of 40 feet. 3. Town Law §267-bQ)(b)Q). The variance granted herein is mathematically substantial, representin. 9 23.25% relief from the code. However, the front of the house already exists and is 3.3 feet over the allowable font yard setback. In addition,there are other non-conforming front yard setbacks in the neighborhood 4. Town Law 267-bQ)(b)J4 ., 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 411e:diffivolty uJA , *" --hasbea-'solf-cr ated741'hq_ap 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. 'Down Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a wrap-around porch while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUJION OF'THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Planamento, and duly carried, to Page 3, September 17,2020 #7422,Collins SCTM No. 1000-95-1-6 GRANT the variance as applied for, and shown on the Site Plan, Floor Plan, and Elevation Plans (SP-1, D-1 and D-2)prepared by Anthony M Portillo,Architect and dated July 1,2020. SUBLL`Q�rOTI-[E-�F�OLL�OWIN�CiCON�I)IIONS- 1. The wrap around*-potch shill remain unenclosed,n-closed, and non-hAbitable space. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require anow application and public hearing bqfore the Zoning Board of.ppeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plait andlor survey cited above, such as alterations, extension$, or demolitions, are not authorized under this. application when involving"Onconformities under the zoning code, 7his action does not authorize or condone ally current or fixture use, setback or other feature of the sahject property that may violate theZonng i Code, other than such ,uses, I setbacks and other features as art? expressly addressed in this action, In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met, and failure,to carnply therewith will render this approval null and void. 7he Board reserves the right to substitute a similar design that is de minimis in nature for anOlteratibn that 400s not increase the degree qf nonconfin-maty. Pursuant to Chapter 280-146(1)) of the Code of the Town of Southold any variance va. granted by the Board of Appeals shall.become null and void where a Certiricate 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 dote 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 (A) consecutive one (1)year terms. 'i Vote of the Board: Ayes:Members Weisman(Chairperson)Acampora,Dantes,Lehn,ert,and Planamento(5-0). A ,eslie"Kan s Weisman, Chairperson Approved for filing 7//� /2020 16w - 9, 4!�-- - j- & I tl,-, 62 x . - 5�� Q o F: .'r t �S CV ,. .r;�;'�' µ r "t,y <' LLI W .11 k , n: I ! Q 1 N W r�-I ;: _ O � Z � 11�% . . ,((I \V/ E I tip' � = ZN , "' O -j I n I' h 1,Tl0- NOm e-1 k � I ? ;, ;11: �: I ;/ I : H,( Z O m I` O N m O H FROJE�T S�OFE : Q 6 ----- ----- ------------ - --- -----.-.-------- -- ---- -- ---- - W J FROFOSE� GOVERE � FOfi�GH AT FRONT OF HOME E z � O N50043'00"E 135.00' � r-I p � — — - - — — — — — — — — — — � Q Z 4 ix N o ' I o F�0JEC,7 DATA : FAOE <E"'-r : � uj 0 o - --- --- -- --- -------- -- -- O 'I-„ __ __ __- - ._-_--_ _� _-__-___----_,_-__ N 1 1 PROJECT / ZON I NC DATA --__.____._ — N —QQ ,QQ i PROJECT LOCATION J O __.. ...._.____.__..,_— .. _... .._ ___.. - _.__.__.._.___.__ _ .. I SITE PLAN & ZONING DATA w TAX MAP # 1000-1 i5-01-06 = ZONING DISTRICT AG NON-CONFORMING i) 1— I -- --- ---- - - - - ------- ------ -4 -- ------- -------- --------------- ---I 0 , ' i 33,668 S.F. 0-002 ,QQ GENERAL NOTES `'' II - , H' V SOT AREA 5OUTHOLD ZBA STRUCTURAL DESIGN CRITERIA _ —j APPtZOVAL #7422; SEPTEMBER 22, 2020 CODE & REFERENCE STANDARDS ! < . J Q „_ --- ..—,.,", ... . , _""...,_., _______.___ _ - 1.1.__._....___..____�.,._-.__._°�."____, CONSTRUCTION STANDARDS =.. .w LGT COVE' AGE s � g --------- AREA COVERAGE — I ;� t FASTENING SCHEDULE , x: l " TOTAL LOT AREA 33 668.0 S.F. j - k R. 1 - II ... I _i _ 1 L): - - ---- - --_. -__- - ---- - - - NOTES SF�G I I GST I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS 1°JUr�Jr TIGr:, G04Gi2ET AICD MASONRY A p.� I A I O � I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 SETTER (Fb - 875) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE US_ I. CONTRAO C'�„ TO VDr<IFY ALL DIMENSIONS OF EX15TINO FOUNDATION AS IT AD V f�t IT 15 THE GONTRAGTOR'S RESPONSIBILITY TO KEEP THIS ONSTRJJCTION DOCUMENT BINDER OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY AF?LIES TO THE NEW WORK EEINC PERFORMED AND SHALL COORDINATE THE - - - - - -__- - - ___ _ -!I- -------------- ______ ___ _ _ _ ___ _ _ _ M OTHERWISE NOTED. BD. BOA _ _ ------_=� __ AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT GAN BE SHOWN, AND THE AUTHORITY HAVING 5UL3-GO"dTfZAGT:r2;, IN -�U'CH A MANNER TO A55URE THAT THE CONDITIONS OF RD Q O - THE FIRST AND 5L"r OND FLOOR5 ARE TAKEN INTO ACCOUNT. -- - - INSUL. INSULATION (V SPECIFICATIONS,AND BE FAMILIARIZED WITIf THE PLANS PRIOR TO WORK JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APFRCVED - __ _ 2. ALL LUMBER IN CRAWL SPACES TO BE IB ABOVE SCRATCH GOAT. MAINTAIN - --_ -_- I-_ --_ _____ _ ___ _ __ AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR " BFE BASE FLOOD ELEVATION it INT. 1 INTERIOR W W 8 MIN. FOUNDATION EXPOSURE. 2. ALL FCONNG5 TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L - _ i --- -_ - - _ _____ 11 GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE - _-_--- - _ --------------_- -- --_ - ; I,_-----------------------_ -__-- -_- _ _ J - N W F- 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO BLDG. BUILDING K KIPS (1000 LBS) GENERAL SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT i� I. NO WORK TO START UNTIL APPF:OVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb° (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. 501L TO HAVE MIN. BEARING GARACITI' OF (1) TON/5Q. FT., U.O.N. ), _____ - - .-__ - - _ __ _ I-_ _Ii KIPS _ __-- - - (v) -- - --- - ------ ---- _- - - ------ - -- N APPLICABLE BUILDING DEPARTMENT. COUNCIL 5 WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, A5 -- - ----- - - IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. BM II BEAM !MANU. SPEC.'S MANUFACTURER'S SPEGIFIGATIONS APPLICABLE A5 A DERIVED WORK). 4. FOOTIN05A 'T0 RE57' A MIN. OF 4-O BELOW GRADE, UNLESS _- - :_ _ -- _ - ___ _-_- -- __ -_. - __-_-_- _ _ _�1____.___________­_- -L- _ �__ � 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERA15E h1oTED B.O. BOTTOM OF MAX. '' ' W �'� c'I J� MAXIMUM JI W ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, I =_ __ ___:_.--__-_-, : _ _,- _ ,,_,________ _ ___ _____ ,,___-__-___ - ___-__--- d• 5. WALLS TO BE POURED C ! - ------ ------- - O Q' }' STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER BOT. L _ - BOTTOM - =_JMEG __-__ PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL CONCRETE T� OF SIZE SHOWN ON DRAWINGS, U.O.N. - 1I MECHANICAL -� - ---, J ~ Z FLOORS, ROOFS, AND WALLS. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS BO.W -- -- __ _ -___ __- _ 3. ALL WORK SHALL CONFORM To NATIONAL, STATE, AND LOCAL GORES PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING rMIN , - - 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN ___ -- AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I� TIER OF FRAMING I5 IN PLACE. BOTTOM OF WALL �i - - MINIMUM -- - - - - - i� � m Z CN =- ---- _ ! 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, C.J CEILING JOIST 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-SEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. I_ _____ _ _ _ II_____ _ jrNAVD88 11 NORTH AMERICAN VERTICAL DATUM OF Ici88 O ~ -jCL - LO - ___ __ _ _ __ ___ _ _ _ _ OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 8. ALL OPt=NINES FOR BEAM II COL. 11 CD - 7. ALL BEAMS, GIRDERS, ETC. TO RAVE= MIN. OF 3-1/2 BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY - r POCKETS, UTILITIES, ETC. TO BE FILLED `- COLUMN NYC, BG JI NEW YORK CITY BUILDING CODE }. N O r-I - - -- _ __ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GOVT. CONTINUOUS �t -=, Z �I' O �. SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE _ _ ____ _ _ I JI O.G. I ON CENTER I O w .. 8. MIN. HEADER TO BE (2) 2'x10 UNLE55 OTHERWISE NOTED. 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. - - _-_ WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUI5HABLE MARK OR - ------'F-------------- -_ ___ _= __-- ---- _ --- -==,'I m O - - _, ___.-- - - J OCG.-__ - ___ _ ____ __ N ___ _ OCCUPANCY ' 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE L �,__._ __ __ _-_ ____ _ _ _ � ; � DOUBLE i l0. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE pT REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. DFE DESIGN FLOOD ELEVATION [PREF Z --- _ _ UNLESS APPROVED BY THE ARCH ITEGT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DAYS OF 4,000 P.5.1., U.O.N. - - - I� - -r -- 1 PRELIMINARY SASE FLOOD ELEVATION - -J Q Q '7. CONTRACTOR To VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS THE PROVISIONS OF AN51/ALTO A 190.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO R11 m EST ON MIN. OF 6" FINE GRAVEL OR SAND WITH DIM. i DIMENSION ,P. GONG. j POURED CONCRETE ON PAGE 0-003. GENERALLY, SHEATHING I5 OF 1/2" THICKNESS ON WALL5 AND - __ -_ _ _-_--_- __ ____ _ __ _ _ _ _ _ BEFORE THE START OF FRAMING TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER PL. j PLATE _ _ ____ ___ _ __ _ ____ _ _ ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS - I D.J. - - JDEGK JOISTS I -I,, J FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. -I - - - `_ - - Jl =- - ' _ --___--- __-_-- - - - -- --- -- -_--_-!I J 0O 8. DRY WELLS AS REQUIRED BY ,iTATE AND LOCAL GORES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED - - ------- _ -_____- - WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM 05055 ___ ___ I -_ PLYWD. II PLYWOOD - O EA. EACH 13. BRICK VENEER TO Bf- ANCHORED WITH CORROSION RESISTANT TIES - = F J�-_-___ JI 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE STANDARD SPEGIFIGATION FOR ESTABLISHING AND MONITORING - - - _ - --_-_ ----- - - _-=_ -_-=------=_____-_ __-________._ Z m (fl II. SUB FLOORING, GENERALLY, HE U of 3/4 THICKNESS AND LU GDX GRADE. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER(3) 5Q. FT. ELEV. [ELEVATION ]I P.T. J PRESSURE TREATED , J TI ,H NAILING AS PER FASTENING SCHEDULE ON PAGE G-003 AND GLUED, U.O.N. _- ____ _ __ __ l - 10. OWNER/BUILDER ARE RE5PON5i1BLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING GODS AND ANY ADDITIONAL - - - -- ------- -- __--- ---- - CERTIFICATE5, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURE-R'S GODS 14. FLASK JOINT Al Bt:ICK LEDGE AND PROVIDE WEEP HOLES, EQUIP. EQUIPMENT REQ D REQUIRED r �'. 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR ' -- -- _-_---- _.-_-_ -- ____ - �,_ _ ----_ i Z Z - _ II. THESE SET OF DRAWINGS ARE THE PROPERTY OFANTHONYAPPROVED EQUAL. EVALUATION REPORT. �2-C O.G., TO DIRCGT ANY CONDENSATION TO THE EXTERIOR. EX15T. I EXISTING Q Z A PORTILLO, RA _ _ 1 -- - R15ER AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR A55EMBLIES 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. - _ - - - " ' - - __- -- -_ _ --- - -=- -J N 13. BLOCK EXTERIOR STUD WALLS AT RALE STORY REIGRTS AND AT _ - _- _ _ I - - - - - - II - - J, LL W m PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO .2" ABOVE FINISH GRADE. EXT. RM - - - - ROOM - - -- - ASTM 05456 STANDARD SPEGIFIGATION FOR OVALUA ION OF - - -- ! -- - - __ __ 14. PROVIDE 'X' GROSS BRACING AT JOISTS STUDS AND RAFTERS WREN SPANS - F.A.I. FRES I AIR INTAKE - - -- - � = Ln 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS N STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOGUMEN, THE I6. NO GON,.R-TE CR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES - ____ II R.R. ROOF RAFTER RESPONSIBLE FOR DESIGN INTEN ONLY. GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 4d F AND FALL.INO, UNLESS APPROVED BY ARCHITECT/EN6INEER. NO ! - - - -__ - -- --iL=_ - -- -__ =--_ --__ ---_ ---.-_ -=___ ___--__- _--- ___1 C) Q •• EXCEED 5'-O" AND AT EVERY a'-O". _ - _ _ i-_- _ _-_ - = - _- -___ i'- r'I J O FAR FLOOR AREA RATIO 5TL - I'I STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. I5. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS SEE ALSO PAGE SET FORTH IN THE MANUFACTURER'S GODS EVALUATION REPORT. GCNGRE TE SHALL SL PLACED ON FROZEN SURFACES. - -- - - -- - -- ----- ----- ---- - - 1.5. PREFABRICATED WOOD TRU55E5: ASSEMBLIES USINO PREFABRICATED I~. NO A.UDITIVE5 SHALL EE PLAOE'D IN CONCRETE UNLESS SPECIFIED BY F.A.V. -II FRESH AIR VENT II 5.V. :SMART VENT - W G-003. c - - -- - - -_ ---- _ - -- - - - --- -- - 14. THE CONTRACTOR SHALL KEEP' PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, TRE APC.HITECT/ 1:�.3i '-- - - - - --- - - t; -- - - - TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS FF JII FINISHED FLOOR 11 TBD II TO BE DETERMINED - , I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS _ ;-__ .____ . RUBBISH, WASTE MATERIALS, TOOLS, FTG., GLEAN GLA55 AND LEAVE WORK SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD SCR METAL FLAT} " ` "'` `' J ___- -- -_ __ ___ _- - ___ ___ - _ - ,- - ' _ -- NECESSARY. _ - r - - -- _ _- -_ BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DfRAN NOS, NH,Erl- I_''v -,Z A?PI_ICAE,LE, FF ELEV. FIRST FLOOR ELEVATION TEMP GL. Ji TEMPERED CLASS 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 0-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. D OU DATION WALLS AND - - - -- '__ _-__ - - ------ -_ -_- -_- _-- - ---- -_- -- -I W E' . ^- ... F.J. - - FLOOR JOISTS THK. ~ U 15. THE CONTRACTOR SHALL GARIRY WORKMAN'S COMPENSATION AND GENERAL 19. J�Lu'-5E, CJTr Rv�lE' I:v DiCA'f"D, ALL FOUNDATION FOOTINGS ARE TO BEA l - iI THICK LIABILITY INSURANCE. ALL SHALL. COMPLY WITH STATE AND LOCAL GORES I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL M1Ay IO DE 4C, EG•ilttG 6 ON EACH 510E OF THE FOUNDATION WALL. --_ - - - - -- - ---- IL--__--- ___ ____ 2 .J I8. AT WET WA L" PARALLEL O JO ----- - --_-_- _ -__-_-_----------- L LLT ISTS FRAME DOUBLE JOIST AS PER GODS. - __-_ -- ---- AND ORDINANCES. MEET THE PROVISIONS OF A5TM C36 SPECIFICATION FOR GYPSUM FROtirIT%I: .;,:� 014 ✓ErU �1L=CJ BAMS CONTINUOUS IN TRE FOOTING. ALL 4" TRICK FOUND. FOUNDATION T.O.W. I�TOP OF WALL V r J GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM G37 SPECIFICATION FOR GYPSUM LATH, OR ASTM GT. Gdt4%"?.1="E L SES "t'c: HAVE 6xG !G/lo WELDED WIRE REINFORCING. "` _ __- -'' - __-- - _-._______jt_______.__________- -_ - _ _ -- __ __-. - _' 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR DYPSUM 5HEATHINO BOARD. FREE FLOOD RESISTANT CONSTRUCTION ELEVATION jI Tr TREAD Q _ -= - - --_ -- - - -- _ THE SUB-CONTRACTORS FOR A P1=RIOD OF AT LEAST ONE YEAR AFTER r -_ __ 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING (C :, AUDI IONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED - - - -_-=--- -_ -------I[ -] - _-_ --- __ ---- _-___ _ --- " - COMPLETION OF PROJECT. AS PER PAGE G-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUGTURA!_ APPLICATION SHAD Arr IN '.?L^ rr^ii,.t1? G �Nv ITICN Y LITH AN EXIST. FOOTING OF MIN. Ib" WIDE x W FR. 'FRAME I�TYP PICAL ,;r �` C r MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC, HARDBOARD OF D�_w.i✓ -- - - - _ AN51/ARA AL35.6 HARDBOARD SIDING. - - - - _ _ _ F-TY -__ -- -- _ __ ___ __ _ ==I ..',, 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD RARMLO55 THE OWNER, 20. 'P.T. SPECIFIES PRESSURE PRESERVATIVOLY TREATED LUMBER IN > ��-Gv� SAD_. !FRPR. FIREPROOF - - J�U.O.N. _ UNLE55 OTHERWISE NOTED `, I �',\ - - -- - - - ---- _=II =_ _--- ---- -- __ --- _-._. --- a dy AOAIN5 ALL CINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/ COPPER NAPTHENATO WRIER SHALL CONTAIN 295 COPPER - VERT. VERTICAL ry ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ---- �I - AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 1.8 STRUCTURAL PANELS: _--_ ___ -___ _____ L ------------ ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF SITE_WO____ FTG OOTI G 1.. METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD - �- _ ------------ -----Ii-------------- ---- ----- - - ___ _ - _-_--_-.__ - TRE WORK PROVIDED THAT ANY ;IUGR CLAIM, DAMAGE, LOSS OR EXPENSE (A) 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 1. STAKEOUT 15 TO &E: PER ORMED BY A LICENSED SURVEYOR GYP. BD. GYPSUM BOARD � I - �\\\ ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, J V.I.F. �'VERIFY IN FIELD , 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE '- _ __ -- -- -------------- -- ___ _ii____ _____ ___ _ _ _ _ 1I CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER - - - - --___1-________________- INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS NAILS 5CREWS FLASHING ANCHOR BOLTS VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, H.D. HOLD DOWN ! - _ - - ---- ITSELF INCLUDING THE L055 OR U5E RESULTING THEREFROM). (B) 15 CAUSED IN FTG. FOR OGATIONS GH INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF GOMMERGE VOLUNTARY RECEIVE CLARIFICATION FROM ARCH ITECT/ENOINEER PRIOR TO PROCEEDING. - - -_ _- _ - ___ PPPPPP._ _.-- _-__ _____ _ - ,��H� -- - --- -,I WITH - L SU AS LEDGER BD., SILL PLATE, DECK CONSTRUCTION, --_-_- . __- ._-_.- ______,--------- --___ __- -__ - - -__-; WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR HDR i HEADER 1 WD. IWOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. - - - -_- ._=_ ,_ -__ -- ,-___ -_ ,___ ____ _I _ ___ --I[--------------- - --- - Ji STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING - EMPLOYED BY ANY OF TREM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. I HNOR � HANGER �� ZO SOLUTION BE LIABLE REGARDLES5 OF WHE-HER OR NOT 17 15 CAUSED IN PART BY A SITE. STOCKPILE ALL EXCAVATED MATERIALS. ZR NINE RE A. TRUSS JOIST McMILLIAN 1.9E MICROLAM =' --------___ -- ____ ____ PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE O-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND ;HOR HORIZONTAL I[ PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR KAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE _ __ _-_ __ _ _,__- l! _- -_-__ __J____ ______ _-___ _ - ---- -- ___ _- ____ _ -- I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. TRUSS JOIST MOMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRI5. ALL SURPLUS MATERIAL THAT IS UNSUITABLE BUT NOT LIMITED TO FORM-WORK,, BLOCK-WORK, FRA'-11NG, NAILING, PLACING c PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. i OF CONCRETE, FTG. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. aPEG.'s STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 5. PROTECT TREES WITHIN EIGHT FEET _ _ _--- __ _ --__-__ -_ - -- ------- ------------ - -- TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. E T OF THE BUILDING. ______ -_--_-__--__ ._ _-_ -_- _ _ _ ___ APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE OOVERNING BUILDING CODE, T BL RSO ,� l Il ' AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.6.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL I I CLIMATIC 4 OEOGRAPHIG DESIGN CRITERIA , 1 AUTHORIZATION OF THE ARCHITEC•T/ENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY I ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I � ------------ _ ---- - =--_-__----___-___,_,_=J I 19. THE CONTRACTOR SHALL $E RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE --------- ---- - ] � 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL __ - _-----=------_ _- _____ _ ___ __ ___ _ -- -- -- - - -___ -__-- _ _-_ = I GROUND SNOW LOAD 25 LB5 - _ 1.8.4.EVALUATION USED IN STRUCTURAL APPLICATIONS NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT B CUT IN THE HE MIDDLE ONE-THIRD HALL NOT EXCEED THE RAFTER ONE SIXTH OFTHEACTUAL E STRUCTURAL MEMBER I, ALLOWABLE J -1 - 11 PERTAINING, I � - --- - -- N ARE TO BE FIELD VERIFIED. i DEf LECTION 1i BASIC WIND SPEED 130 MPH RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELLULOSIC i 20. CONTRACTOR TO REMOVE k RELOCATE AS REWIRED ALL EXISTING WORK _ ___ ___ _ __ ____ __-_- `--- - - --------------------- -- -- ----- ------------ EXCEED ONE-FORTH THE ACTUAL RAF��R DEPTH. BORED HOLES ARE LIMITED GELLULOSIRGDF BER NSULA G BOARD SPEGIF,GATION FOR RAFTERS RAVING SLOPES GRE ATER TREK 3/12 ' Ji I 1 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE L/180 i1 ;I EXPOSURE GATEOORY - B I 1 1 HOLE SHALL NOT BE OL05ER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. W/ NO FINISHED CEILING ATTACHED TO RAFTERS --------- ------- I I 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURERS 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCA - - -- - $ I f SPECIFICATIONS, UNLESS NOTED OTHERWISE. TED IN THE - - --_.- -___----__----_ -,- - --_-----------_J' STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. -- --------- SEISMIC DESIGN CATEGORY 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DINO USED IN - - --- ----- _ --------- 1 I I MIDDLE OF THE LENOTH. NOTCHES IN THE ,E VOLUNTARY R/180 22. PROVIDE FIREBLOCKING A5 PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTHS ALL NOEDCEED 255E OF THE ACTUAL OUTER (P5-PI),THE OOVERNINO BUILDNG CODE, AND FNY ADDITIONAL DI INTERIOR WALLS B PARTITIDNS jl - - ,I II WEATHERINO li SEVERE 11 I I i I FLOORS 8 PLASTERED CE I L I NGS L/360 -------- -- - ---------- - ----` 1 I - ROLES SHALL NOT EXCEED 4090 OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. FR05T LINE DEPTH lI I UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS - --- -- _ __ -- - I 3-O' REPORTS. 1 - NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. - _ _...-__.____.__-.-___ 1______ ______ COPYRIGHT PROTECTION ACT OF 1990 (AWGPA), WRIER HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ALL OTHER STRUCTURAL MEMBERS L/240 i� 1 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'7. - - . --__ __. .- ---__ _____-- ___ ___I'I TERMITE MODERATE TO HEAVY -- ------------ - - - --- - --- ,I'----- -- --- ' CODES AND REFERENCE STANDAfzD: ___ ___ -i' I - - - ---- --- --------------------- I I 1 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTECONS, TA LES ON PAGE 0-005 DIRECTED$ G-004. THE FTO THE 1A5TENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 18.2.1 SQUARE AND CABLE DETAILS, EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH Ili H/360 II [ICE BARRIER REQUIRED II STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REO'D NAILING FOR THE'. SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). -- - - --- II-III------_I L----_ --- -- --- --- YES 1I - -- --------- -- ---- --- - I EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES I. L/240 -- - -- NEW YORK STATE PROPERTY MAINTENANCE GODS, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE TRE FASTENING � I I STATE ENERGY CONSERVATION CONSTRUCTION CODE. SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH AN51/ SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS Q MANU. 51FEC.'s). ASE BI8.2.1 SQUARE AND REX BOLTS AND SCREWS (INCH SERIF S). EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES If 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF - L/120 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. ---_-__ --___ _ ___ -__: __ _ ___ ___ _ __ I CONSTRUCTION MANUAL BY THE AMERICAN FOREST 8 PAPER ASSOCIATION 2.2.3. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES --- --- - --,! I 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/7FI I NATIONAL DESIGN � 1 (AF�PA) AMERICAN WOOD COUNCIL (AWG). - ----,------------ -- - - - _ -- E- WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CON5TRUCTICN, - - -- - __- = W TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS I' - w I STRUGTURL DE51�N LOADS PLUMBING GODS. iI 0 1 5. ALL G OR 5 GO O TOT O O WALL w/ STEEL SHIMS $ A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVACUATION REPORTS. OLTS 64" 4. ALL EGHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EX ST. WALLS 6 12" LONG HOOKED BOLTS ®N EW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND - - -- - - ____1; ---------- - ----. _ _____--__F____ PPPPPP .__._-_-__-_ I _ - GAOE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, - - MECHANICAL GORE AND 2020 NEW YORK STATE FUEL GAS GODS. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING IN MIN. I6" GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL _ USE LIVE LOAD !DEAD LOAD 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC, HOWEVER WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS AND ANY - I �` -- W WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). I - _ 11 - --- ---III Q CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ EXTERIOR BALCONIES 40 sf 15 psf I p CODE EVALUATION REPORTS. -- -_ _ -- - _-_ ,_ - ------p___ ____ CONSTRUCTION CODE. STANDARD 5HEARWALL HARDWARE (w, NOTED VALUES) B ANCHOR BOLTS, -- - - -- -- ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S - - - DEGKS 40 psf IS psf Ii w U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN. 4" BENT PLATE 8" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1661 STANDARD - --- -------- -- -------- w/6" RISE 8 w/(2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. - -- - - - - - - - - III SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 0-003. PASSANGER VEHICLE GARAGES 50 psf 1' A5 PER PLAN m GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES -- --- - -- .--_-__- _- _ -__- I__--.--.___---_-- I ADAPTED FROM STANDARD FOR H'JRRIGANE RF-515TANT RESIDENTIAL SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE CONSTRUCTION;SSTD 10-99 AND 2018 55C HIGH WIND EDITION WOOD FRAME AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE p � i15 psf I , I_ - - -- *" CONSTRUCTION MANUFACTURER'S GODS EVALUATION REPORTS. ATTICS WITROUT STORAGE (MAX CLEAR HOT < 42") 10 sf '1 - - I dry, �^ V - 't '�}�` ^� �_ - -__ - - __ ---_ -.'''. -- - -1 F�' � � '^.. I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 1 1, p p I y � FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING SHINGLES ) i, 11 15 sf r ' I. ALL SLOPED ROOFING SHINGLES SHALL BE OAF -A ASPHALT ROOFING 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B 18.6.1 R001M5 OTHER TOf ANOSLEEPNO ROOMS T > 42 20 sf �M�`l - - 1 I WOODSGREWS (INCH SERIES). 1 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENINO DEVICES NOT SHINGLE5 OR APPROVED EQUAL. : . •` % INCLUDED IN THE STANDARD E'UILDING GODS, SECTION 2306 OF IBC SHALL 30 sf IS sf ti ^ 40 psf 15 psf ,, -p i -- p _. ._ --"- --_ 1 NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE SLEEPING ROOMS �`b BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT UNLESS OTHERWISE MECHANICAL CONNECTIONS: ' 1 STAIRS -- - --- - - - - r -- ----- - - ! 4". � '};'S";.tiI 1 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM EDGE OF SAVE TO 24 INSIDE EXTERIOR WALL DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. 8 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 40 psf 1 IS psf j __, 4 : AREAS SHALL BE STAINLESS .iTEEL OR HOT DIPPED GALVANIZED. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 1 SUBSTITUTEDICAL CONNECTIONS 5FErWIITH AN APPROVED EQUAL PRODUCT.,IFIED AS MAY BE GUARDRAI 5 AND 11 �,g tp `�4��- wF"we` �-" c - L HANDRAILS 200 psf 15 psf -�� , �:"` 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. I ______- I -_ _ _ - -__ ;I SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED I �•• 10111 I PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. 'I I 12 psf FOR ATTIC 1! a�. .: AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. SPEGIFIGATIONS. ROOF LOADING (LIVE = GROUND SNOW LOAD) I! 25 psf II 15 psf FOR CATH. II 3. ALL LOADING GAPAGITIOS SHALL MATCH EXACTLY OR EXCEED VALUES - - - I - iI - ' 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL - -- _--_ _ ___ _____ _____J'', PROJECT: RAFTER5 EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH LOCATED IN UPPER THIRD OF .ATTIC SPACE AND ATTACH TO EACH PAIR OF 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMPSON" ASCE -10 (MINIMUM DESIGN LOADS FOR $UILDINGS AND OTHER STRUCTURES) A' RAFTERS. PERMITTED COLLINS tlS4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 6. UPLIFT CONNECTORS SHALL Bf'_ PROVIDED AT EACH RAFTER BEARING. 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR COVERED PORCH 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED CUT AS PER 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 16" WITHIN 4' OF EXTERIOR GOIZNER5. 8. ASPHALT 5HINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS FER MANUFACTURER 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF J" AND 3"x5Nx " WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 6685 OREGON ROAD PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT CUTCHOGUE, N.Y. 11935 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T" IN C SHIN 12" O/MASONRY 8. ALL CONNECTORS SPECIFIED AS A "51MPSON" TOP MOUNTED BEAM FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS AND AT SPACING NOT EXCEEDING 4' ON CENTER. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE:. DRAWING TITLE: GENERAL NOTES STRUCTURAL DESIGN CRITERIA CODE & REFERENCE STANDARDS CONSTRUCTION STANDARDS PAGE: UU -� Ao", 0;02% ■ 0 0 DATE: 05/10/21 2 OF 6 - _- _ - -- - GONTI NUOUS BUILT-UP C I RDERS, 5 OR MORE SUFFORTS FASTENING SCHEDULE A SCE L NEOUS FRAM I NO O'�>a�P_H I GS (THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A NOTE: THIS 5GHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS Q N CONNECTION PATTERN SCHEDULE J BETWEEN I/b ASY REQUIREMENTS: AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) 1 (SEE PAGE G-003 FOR STRAPPING AND NAILING REQUIREMENTS, SEMBLp a I/4 OFA WHEN GIRDERS MADE UP OF JOISTS NAILED WORKING KNOWLEDGE OF THE AMERICAN WOOD GOLN-IL [A�,,] DATA L BOOK AND ROUGH OPENING FRAMING REQUIREMENTS) W H CONNECTION !IER1oN II, ALL NAILING 15 A GENERAL 5PECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE -J = N 1 - - - l' MAX 32" (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) (n M TOG T RSD B 5 D CONTINUOUS OVER LOCATED BETWEEN ONE SIXTH AND ONE QUARTER � DESGR FT O THREE OR MORE SUPPORTS, JOINTS ARE TO BE GE I L I NO BRAG I NO O�✓Efi'.Lr^�I D ROOF -- THE SPAN LENGTH FROM AN INTERMEDIATE GABLE ENDW�4LL AT-I , CW1 NT © VALLEY - -- - SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE - - - -- - - - -- - - - Q w N A (2)ROWS IOd NAILS m 12'O.G. i -_ - FASTENER SPEC. I' FASTENER � B (5)ROW5 IOd NAILS a 12'O.G. DESCRIPTION �� m W r-I r-I -- - _ - _ ; p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE - __ _ __ _- -D QUANTITY=J= =-SPAG I NO ___= LiJ G (2)ROWS V2" m BOLTS• 12'O.G.STA66EPED; rWo-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. I� AN 0 IIDBL._o ENDS _ --_- -- 2"x4" CONTINUOUS GABLE END Ill - -- -- - -- , ---- -' BUILT UP ORDER i MAX.52" LATERAL BRACE a V O.G. TRUSS \ 1 NAILING: ROOF GE I L I NG FRAMI NC z N D 1(2)ROWS I/2" m BOLTS• Ib'o.c TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE (2) IOd NAILS 7RU55 OR - - - -- --- --- - -- f` SIDE WITH IOd NAILS, TWO NEAR EACH END OF 5TRAadIrAILSN5 K/ BETWEEN I/b = OTHERS STAGGERED WITH A DISTANCE ® EA. END® R.R. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER O Ln E (2)ROWS I/2" BOLTS• 2 F"O.G. --_ _- - -_ EACH PIECE, G.J. FULL-YrIDTH - -- -- - - ---- - ----- ------ - -- --- -- - - --- -- --- � N F (2J ROWS 3-3/8"TRUSSLOGk:50REW5 m 12' o.c. I/4 OFA OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL 10) as ,2'x e °t.KINv _ z CEILING JOI5T TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 ! PER JOIST Z �, Q scREWEv ON lU"SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH NAILS O - .--------- ----_--_----------------- - .------- ._ . f- - -- - --- -- - -------- I -- ------- ---- O (scRwD or3i p8 ssoFoi :MeER m-Ib O.C. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH __ a EACH LAP 0 " (2)ROWS s-s/b' TRUS5LOCK SCREWS® 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. -- _ -_-__._--. -_------..__--- _--__--� -------- _-_--.- .--__--_- ! N m O 6 1 �� v CEILING JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE G-003 - JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 ---T-� - � W _ - ~ H SCREWED ON(U SIDE OF MEMBER THREE-PIEC P �` CEILING JOIST LAPS OVER PARTITIONS(PAGE-NAIL) a-ibd COMMON EACH LAP z THREE EG DRILL 2"(P INTO ROOF J (2)ROWS s"TRussLocK SCREWS m I2°O.G. BUILT UP 61RDER MAX. 32' THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d * COLLAR TIE TO RAFTER (PAGE-NAIL) Q p SCREWED ON BOTH SIDE OF MEMBER Sd COOLER NAILS® 10" O.G. DECK FOR STRAPPING INSTL. NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. j - EXIST. OR NEN K it PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 2"x4" BLOCK NAILEDTO 4) Iod NAILS _ _ R.R. BELOW - - ------ -- - - - -SEE PAGE G-003- --PER TIE - -- - -II' W (2)ROWS 5"TRUSSLOGK SCREWS• Ib"O.G. SCREWED ON BOTH SIDE OF MEMBER J (2)ROWS 5"TRU55LOCK 50REW5® 24"O.G. BETWEEN 1/6 ✓d - -.- ----- ------ - J L 5CREWED ON BOTH 51DE OF MEMBER 3 1/4 OF A THAN 32" E'+ETWEEN NAILS IN A HORIZONTAL LINE. - --.- 6YPSUM BOARD g N_W R.R. �E� w/ _�. .__-_ BLOCKING TO RAFTER (TOE-NAIL) IL. . --_------_.--_. -- _ --- I 00 20 a. STRAP-J �— I� � _. _--_ —_________ OTHERS STAGGERED w A DISTANCE OF NOT MORE I' � � O TOE NAILS NOTED CONT. BLOCKING G O EACH END NOTE ENaWALL STUDS RIM BOARD TO RAFTER (END-NAIL) - -- -- -IL- 2-Ibd COMMON-- �) EACH END * (10) ad NAILS SPIKED TO R.R.S - Z 5d COOLER NAILS® 10 O.G. Nom p FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS 5 - I.BEAMS 3 HEADERS NOT NOTED WITH GONNI°CTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED * DENOTES ALT.FOR USE OF DRYWALL SCREWS -J ALIGN NEW d EX. Q PLAN SHALL USE CONNECTION PATTERN 'A'NIHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. 4"® EDGE/ 12" m FIELD FULLY BLOCKED R.R.AS SHOWN WALL FRAMI NO Z '." R CONNECTION PATTERN'B'WHEN 10"OR LARGER p SCREWS#b - lY4' TYPE W OR 5 2.WHEN SCREWING OR NAILING FROM BOTH 51DE5 OF MEMBER- POUR-PIECE ANCHORING_ PLAN VIEW - - - - - -- --- ----- ---- --- - --- - -- - -- - -- TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I f OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS A,RE TO BE SECURELY ANCHORED TO I PER FOOT � J N MASONRY PIERS, NAILED TO WOOD POSTS OR NOTE: SIMILAR a 'SHED' I - - - - - --------- --- --- - --- -- -- -------- 1- ---------------- ---._.- W Cfl -- - ---- BOLTED TO STEEL COLUMNS. ROOF,R.R. IN LINE TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-16d COMMON J015T5 - EA. SIDE ti = T4 I l STUD TO STUD (FACE-NAIL) 2-I6d COMMON VII 24" O.G. r"I J O ------------ }�� NO /� �I LOADED /� M FLUSH BEAMS> GENERAL REQUIREMENTS FOR GENERAL REOUIREMENT5 FOR - - R To HEADER (FAC - --- -- ------' - O.C. -------- -- 1j W �l� �- I�l�./ �fit T"� R I�l� FOR � D� ,I�O P�D�D ���I" I� (I� • �, HEADER TO HEADER (PAGE-NAIL) i Ibd COMMON I I b O.G. ALONG EDGES'I, � INST,4LL?�TION OF CLINCHED N,41L5 INSTf�LLATION OF TOE-NAILS TOP or BOTTOM PLATE TO STUD (END-NAIL)- —II 2-I6d COMMON- - �I PER STUD FASTENING MULTI FLE-PEGE'MEMBERSNS FOR IDE-LOADED, BOTTOM PLATE TO FLOOR JOIST, BA IST, ON 1� C.1 f ----__ ENDJOIST or BLOCKING PAGE-NAIL ND JO 2-Ibd COMM PER FOOT W f " 2 ROWS t) MAIN ( ) T -- M[ NAILED BOLTED FLOOR FRAM I NG J �ROWOGd ES ROWO N. BOLTS 0 2 ROWSki oBI2 O.G. __ " C COMMON COMMON O Z.STAGGERED°' E30LT5 BOLTS /Y 6 6'O.G. - / TWO ROWS 12' O.G. THREE ROWS 12"O.G. --1 JOIST TO SILL TOP PLATE or GIRDER (TOE-NAIL)'! 4-ad COMMON PER JOIST II _. s:'`• BEAM GTO w, TD. G BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EAGH END AS NOTED IN NOTES "1 4 8 1.TOP AND BOTTOM P.0116 SHOULD BE 2"FROM EPSES 1. 7 OE-NAILS SHALL 5F a AN NOLE MEMBER, EMS DIAM.x s PR LEN 0* OF E NAIRLI FROM THEAMEMBERFEND I H END -------- 1) „ 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROM 24"O.G.STAGGERED TWO ROWS b"O.G. V ------- — -- - -- --2-ad COMMON - -- -- --- APPROX. 30 �y/ 1H� MAIN MEMBER 8 STARTED APPROX. SLOCKINC-G TO J015T (TOE-NAIL) EACH EN - - A5 SHOWN ABOVE I C -------- C FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND hIROU6F1 THE FULL I. NAILS SHALL BE DRIVEN PERPENDICULAR TO � i j----------------- ' .:•� THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. BLOCKING TO SILL or I THE MEMBER, STRAIGHT THROUGH AND BENT OVER 3-Ibd COMMON EACH BLOCK 5.STASCelk EAGH ROW OF FASTENERS BY 12". A MIN. OF (3) NAIL DIAM.'5 AT A q0° ANGLE o TOP PLATE (TOE-NAIL) 51X TIMES THE DIAM. OF THE NAIL LEDGER STRIP TO BEAM (FACE-NAIL) 3-Ibd COMMONLY 2. THE MIN. ENETRATION OF THE NAIL IN TO THE MAIN - ---------------------- ------. 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH 510E. MEMBER, FOR THI5 APFLIGATION, SHALL BE AT LEAST EACH JOIST -'1--- ---------------I M s.FOR MEiNiBERS SHOULD ONLY BE usEE)WHEN LOADS ARE:APPLIED TO JOIST ON LEDGER TO BEAM (TOE-NAIL) Ii 3-ad COMMON �' PER J015T Borth SIDE of THE MEMBER. 3. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL „ b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6.O.G.OR TRIPLED BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST FOR 4"O.G.NAIL SPACING. - - - -_.---- WHEN FASTEN)=D TOA 2"x4" TOP PLATE OR 3 TOE NAILS BAND JOIST TO JOIST (END-NAIL) " 3-Ibd COMMON PER JOIST STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: IN EA. SIDE WHEN FASTENED TO A 2'x6' TOP PLATE. 'T.2 ROWS OF Ibd COMMON NAILS(12'OZ)FOR DEPTHS 12"OR LESS - 1 ---------- --- -- - BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 1 2-Ibd COMMON PER FOOT 6.5 ROWS OF Ibd COMMON NAILS(12'O.C)FOR DEPTHS OF 14",Ib't 1W. --------- ------ ROOF SHEATHING �; �OI STRUC,T O I V DETAILS � W I�lD LOAD PATH �O I ill EC.,T OI �i DETAILS I', STRUCTURAL PANELS: - ------- --- - ----- -- -------- --- - - -- I- - _ _ .. - -- - =�1 ' INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD PERIMETER EDGE ZONE Es ad COMMON ;j b" EDGE / b" FIELD j GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. NOT TO SCALE UP TO a" RAKE OVERHANG - ' - -_ - -_--- --_ — _ CEILING SHEATHING i GYPSUM WALLBOARD Bd COOLERS -1" EDGE / 10" FIELD K I NO STUDS WALL SHEATH I NO WOOD JOIST WOOD JO I S STRUCTURAL PANELS ad COMMON f- b" EDGE / 12" FIELD j CRIPPLE STUD - - - ---- -- -- --- - ----- , -- - BLOCK I NG JOIST HANGER HEADER I GYPSUM WALLBOARD II Bd COOLERS j 7"-EDGE / 10" FIELD OI RDER/HEADER FLOOR SHEATHING (SUBFLOOR) • • WOOD G i RDERSTRUCTURAL - -—---- WOOD JOIST JACK STUDS rLss NELS If --------- - - - - --- I N I I I II ad COMMON II 6" E°DGE / 12" FIELD II GREATER THAN I": ii IOd COMMON' Ij 6" E'.DGE / 12" FIELD �j Lu 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. v 4: ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. FOR EXAMPLE, IF WALL 5HEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER ! JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH WITH G I RDER/HEADER TYP I GAL HEADER CONN`MGTI DN SHEAR CAPACITIES, NAILING REGUIREMEN75 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. ~ 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF O NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IGD NAIL PER FOOT. - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH �---�- - - -- "-'I ---- -- -- _-------- SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE Lu - '`.,• `� USED. I RAFTER -- WALL STUD WALL STUD T NrF CiAL NAIL. I NC/STRAFF I NO REOU RE1� ENTS FOR F BOTTOM PLATE F BOTTOM'( PLATE `f' a UL T, SHEAR, LATERAL WIND RAS I STANCi c. • " -�n ~ar,� BATHTUB - SUB FLOOR �;+, (> y.. DOUBLE JOIST,\, I I I 'Ir� DOUBLE JOIST TOP PLATE � � ALL STRAPPING TO SE V4 x 20 GAUGE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) USE IOd NAILS IF STRAPPING IS OVER PLYWOOD, TYP. FOR ALL WALL STUD ' CONNECTION A NAIL NO OR I Dpi ... ' PROJECT: DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION "._ •- """�""" COMMONNAIL w c I�BORE�HO°LEES E of ONLY A Ibd AT RAFTER TO RIDGE 8h 2" 2.WOOD 15 ASSUMED TO BE DF,#2 d BTR. IN DRY USE „w•="....,� R.R. - / CONNECTION: 2" n SERVICE COLLINS /�� �I �I �I I I `� �I �I�I 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL Y ` I I `�D RES 15TAI `�T �OI `✓,STRI�� I OI `� �OI `�I `ITORS ` �U --- -- - (EVIDENTDURIN6 INITIAL INSTALLATION) PREBORE THE NAIL t FOR STRAP - 3 8 d COMMON • ' -k HOLES,SET NEW MEMBER. COVERED PORCH 'I NAILS ® EA. END OF STRAP. • � I CONNECTION LOCATION: PART NUMBER: NOTES: 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED - FOR ROOF SLOPES UNDER 5:12 WITH .2• • 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO .. G.J G.TIES ---- ---------- ------------ -------- --- -- ROOF SPANS OF 24' OR GREATER, _ TIGHTLY BOND THE END OF THE NAIL TO A q0" ANGLE,SEE 6685 OREGON ROAD - 6RAPHIG BELOW) RIDOE-TO-RAFTERS C520 © 2 I PP Y TO AGH PAIR OF RAFTERS USE 4 8 d COMMON NAILS RAFTER TO WALL H-7 APPLY TO EACH RAFTER EA. END OF STRAP FOR ROOF ry b.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY SLOPES OF 5:12 AND GREATER. SECTION 12.4-PLACEMENT OF NAILS d SPIKES k TABLE CUTCHOGUE, N. 1 . 11935 OR 4-I. RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER CONNECTION BI B2 DRAWIRIG TITLE:__ AT RAFTER TO TOP PLATE TO STUD -- - --- -- --- -- PLATE-TO-WALL STUD G520 @ 18" APPLY TO -EACH WALL STUD __ -- -_ - - - CONNECTION: -- STRAPPING, & NAILING DETAILS 2ND. FLOOR WALL TO IST. FLOOR WALL LFTA or G520 36" APPLY TO EACH WALL STUD •'`ter" B2 - - - - - - - - -- -- - - - - - - -' -- - - FOR STRAP - 5 8 ciCOMMON NAILS a �:--' FASTENING SCHEDULE G520 © 12" APPLY TO EACH JACK STUD • • EA. END OF STRAP: SEE WHEN IN TOWN OF 15LIF OR NAILING HEADER-TO-JACK STUD - 1 I - - - - CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD NOTE GEOMETRY EXCEEDS THAT PERMITTED IN • • - � B I � MAX. NAILING GRID ABOVE UTILIZE • SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END 51MP50N # H2A (OR EQUAL) RAFTER TIE PAGE. • FOR TOENAILIN5 - 5 8 d COMMON NAILS WRAP UNDER DOUBLE SILL PLATE . • TFLOOR-UNDER-SILLA G520 u5E SAME S . PLATE " CONNECTION USE WITH �J SQUARE WASHERS FOR G.J. TO R.R. Q I6 d COMM ( . ON NAILS MIN I REQUIREMENTS FOR — RAISED GG 3000 .J.'5 (WHEN USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW AT G.J. TO G.J. CONNECTION: FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. _ _16_a COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS --------- - ---------- ►— DATE: 05/10/21 3 OF 6 OENERAL ERAL S��S0L <E-"'-r : PLAN NOTES --------- a- M OSINGLE SPAN STRUCTURAL MEMBER: FOR WOOD 5TAIR5 GRADE: -j Q N STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS O 4" THK. P. GONG. PAD 8" WIDE x REO'D LENGTH UPON 6" 0 ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS 0 MAX. I6" LL LLI EXISTING TO BE DE:MOLI5HED �� NEW FOUNDATION WALL ABOVE INDICATED POSTS. O.G., U.O.N. (MIN. 5 5TRINSER5) LJJ H TYPICAL LEDGER BOARD ® EXT. DECK: --� J = N EXISTING TO REMAIN O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS ❑ MIN. (2) 2"x4" STRUCTURAL - � � O NEW e"m 'SONOTUBE' UPON 12 xl2"x8 DEEP P. GONG. N Q ('V NEW WOOD FRAME (L.G. 2. SECURED w/(2) 5/8" (P x 5" LONG H.D. GAL. LAG FOOTING (TYP);SEE DETAIL 2/A-301. rq P05T FOR 4" WALLS BOLTS ® 16' O.G. STL. WHENY APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL 5. INSTALL H.D. SALV. JOIST HANSER5 B 'SIMP50N' W > W � >" NEW PARTIAL HEIG1-fT POST FOR 6 WALLS), U.O.N. (OR EQUAL) � � 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 8 O J Z WOOD FRAME (L.G. STL. BENT OVER TOP EDGE OF LEDGER BD. 5 NEW 8"� SONOTUBE UPON 18"xl8"xl2" DEEP P. GONG. 5. SEE NOTED DETAIL FOOTING (TYP.);SEE DETAIL 5/A-501. N WHEN APPLICABLE) I- = Z CN N p CD NEW EXTERIOR WOOD STAIR: Z d' 0 I` I. ALL NEW STAIRS SHALL 0 m HAVE MAX. 7-5/4" RI. 4 = N m 0 MIN. 10" TR - RISERS SHALL BE CLOSED Z ORNAMENTAL COLUMN ONLY; 2• TOP OF DECK < 50" 0 � - — - COLUMN SHALL NOT PROVIDE RDOES AIL NGT REQUIRE Q SUPPORT TO BEAM ABOVE W 10'-O" J J 00- -- _ _NEW(3) 2"x10" FLUSH BM. Z NEW 2"xb" G.J. ® Ib" - — e-I .G w I O 5 MPSON i - - - - - - LU526 HANGER ® BM. O= I � - Z 'a' iI - x NEW = w Z DN � EW Q e-I � _ (U RI ® 4 I NEW COVERED PN.i �D - N PORCH m j� LLW (D W IL Ln a' rl z I ~O = Lf) NEW(5) r'I J 0 - 2"x10" ------- FLUSH BM. - W I 41 W EXISTING 2 STORY RESIDENCE ` I EXISTING 2 STORY RESIDENCE m' _ NO PROPOSED WORK TO INTERIOR OF HOME NO PROPOSED WORK TO INTERIOR OF HOMEQ IT- (,� J lu z �I a� ' w zi I 1 A-301 �' � A-301 I - NEW 2"xb" G.J. ® Ib" O.G. w/ 51MP50N I ry LU526 HANGER® BM. V.I.F. EXIST. (2) I.T5"xq.5" S.P. 2.OE LVL HDR (MIN. SIZE);PROVIDEW_NEAS REQ'D = 1L � Zm � Zm - Za U) V 1 � 0 ® �® p� ww ImI -i LIZ v w NEW 5/4"Xb" v NEW 5/4"X6" q,-1 s z Q wl P.T. DECK BOARDS NEW COVERED - NZ P.T. DECK BOARDS ry d zj = PORCH cv cV * NEW 6"xb" P.T. ry v N K o N POSTS p j z p? Ul 1 L! 77— NEW (3) 2"x10" FLUSH BM. NEW (3) 2"x10" FLUSH BM. NEW (3) 2"x10" FLUSH BM._ - - FLUSH BM. L I I I I 42'-8" j I I I DF-MO1-1 TI ON FLAN FROPOSED FLOOR PLAN SCALE: 1/4" = 1'-0" — SCALE: I/4" = I'-O" 1 j I v j 5TRUC71.JRAL NOTE: STRUCTURAL DESIGN OF FOOTINGS ASSUMES Z A 501L BEARING CAPACITY OF 1.5 TONS/5.F. - —I i I 4 I O 2 � -- I A-501 4 i L -7- I NEW P.T. 2"x8" _ D.J. ® I6" O.G. NEW 2 2"x8' I I > uj z 4-Oy 1 1 I NEW P.T. 2"x8" 5 4 • i D.J. ® Ib" O.G. l� EXIST. I�, BASEMENT I - iA Itu p I f I I NEW 2"xb" O 1 / EXIST. GABLE I R.R. ® I6" O.G. Ao ( ROOF I I I I I (V I m I i I I b-12- _ I 4 PROJECT: 3 z II I COLLINS A-301 I I I I I 1-1 1-1 � , I,.-1 I I I 1-I COVERED PORCH A-301A-301 A-501 I NEW P.T. 2"x8" 5 � I NEPq 2" O.G. ( I I R.R. a I6°60.G. I -- ------- m I I I 6685 OREGON ROAD QI PROVIDE BLOGKINS ABOVE EXIST. I I I CUTCHOGUE, N.Y. 11935 Q EXTERIOR PqALL TO SUPPORT NEW R.R. ZEXIST. OADLE7 I — — — — RooF — J I DRAWING TITLE: - -- - – – – – – – - - – – – – of - - — — — — — - - - - - - — - - - — — — —- - - - - - - - - — � - - ----- - -- — — Imo' � I DEMOLITION PLAN – PROPOSED FOUNDATION PLAN x O Q - O H PROVIDE 51MP50N - v �, ►n .p .Dj LU528 HANGERS TO x , x _ �� o o [IIL p PROPOSED FLOOR PLAN a ® a ® ry D.J. ® FLUSH BM. w Im iv y I PROPOSED ROOF PLAN 5 5 w 5 w NEW P.T. 2"xb" I w ® w ® � zQ zQ zz1Y za z � D.J. ® I6;" 0 .G. I PAGE: I i I � � 0.�NEW (5) P.T. 2'x10" DROPPED BM. NEW (5) P.T. 2"x10" DROPPED BM. NEW (5) P.T. 2"x10" DROPPED BM. DROPPED . �❑ - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 I i I I � FROPOSED FOUNDATION PLAN F OFOSED ROOF PLAN 50ALE: 1/4" = 1'-0" 5r-.ALE: 1/4" = 1'-0" DATE: 05/10/21 40176 Q O N W LU J ~ N M Q N O Z Lo �g cb ELEVATION NOTE: � 0 � HATCHED AREA INDICATES NEW WZORK I � O Nm0 Z II I Q I LU � 00 ---- Z � rI J O Y Z 4 � ZN LL W C4 - PROV NEW Ln it CIRCULAR WINDOW PROVIDE NEW _ Lo O ROOFI G O N T Q -- - MATCH EXI5TINO12 LU __.. __...... _.. _..- M: ... _m. ... .........:...:.._ ._.._.:-...... .... ...................... - :: 3. __......._...._....._......_..... ... . . .... ........ _ .u...... _ ,.._. _ ............_......_.._......... .........._......_.._.___.._.....___.......... .....W..............a ..au..au...__.. ........... ..... . .. ......._.._. 1:2- _..... _................. _..........._...........v...._..._.. _.................... _..... _ . - .12 .... _ . ...__..._._ .. -- . _ _._....__..__._......_. - - _.._._. _._. ._. ................. ..................................................................... .._... ._ .. = J I I i li i III i I li I i - I JI I �I I i N I Y 1 I I I I III I 1 'd: Y -- --- - - -- --- - - ---- -- I O ` I FAST ELEVATION (fig I O HT SIDE) SOUTH ELEVATION (FRONT) 50ALE: 1/4" = P-O" — --- 50ALE: 1/4" = P-O" I I II I I j I I I I I i I I I I I I I I I I I ' I H I Z I LU I I , LLJ I I J, I 3 r°. jl y, �t v i PROVIDE NEN ROOFING TO-\ PROV. NEW MATCH EXISTING �9 �h SIDING TO I I II MATCH EXISTING ........ ...... ... c PROJECT: 'I I I COLLINS � I �I i I I I II - i SII ---- II - -- - - I - I -- COVERED I - PORCH I, I I I I I I I I I I , I I , I j 6685 OREGON ROAD - - -- - - _ - - - _ - -- CUTCHOGUE, N.Y. 11935 DRAWING TITLE: NEST ELEVATION (LEFT SIDE) NORTH ELEVATION olREA R) PROPOSED ELEVATIONS 5r-,ALE: 1/4" = P-O" SCALE: 1/4" = P-O" PAG E: KIM ■ DATE: 05/10/21 5 OF 6 Q o I 5EGTION NOTES p CV W NEW 8"O 'SONOTUBE' UPON 12"x12"x8" DEEP 4 I5"x18"xl2" LLJ ~ O DEEP P. GONG. FOOTIN05 (AS PER FOUNDATION PLAN);SEE J = N DETAILS 2/A-501 4 5/A-501 FOR P05T CONNECTION. M Q T4 ONEW 6"Xb" CONTINUOUS P.T. POST;ENCASE IN IX AZEK 51MPSON H2.5A RAFTER W COLUMN FINISH, WHITE;H.O. TO SELECT STYLE TIE (OR EQUAL) Q }; 51MPSON H2.5A RAFTER JN TIE (OR EQUAL) 5/4"xb" P.T. DECK Z OS NE,15/4"Xb" P.T. DECK BOARDS UPON NEW P.T. DECK 5/4"xb" P.T. DECK JOISTS AS PER PLAN BOARDS BOARDS Q tr J ~ = Z N Lo L NCO (D O NEW LEDGER A5 PER PLAN;SEE AL50 DETAIL I/A-501 I >_ Q (2) 1/2"4) HOT DIPPED &ALV. Z 0 BOLTS ® EA. P05T w/ OVERSIZED Q (2) 1/2"41 HOT DIPPED GALV. P.T. D.J. . A5 _ Z -_ — A5HER5 6 END NUT PREBORED = N m Q BOLTS ® EA. POST w/OVERSIZED PER PLAN tV INTO BEAM, POST, DECK TIE I$ EXIST. EXTERIOR P.T. D.J. AS _ Z WASHERS 4 END NUT PREBORED RIM BOARD A55EMBELY Z ---- ------ -- - -- 1 PER PLAN vi- INTO BEAM, POST, DECK TIE It I SHEATHING � RIM BOARD A55EMBELY _ Z rf P.T. SEAM AS NOTED Q � - tV 7 _- 50LID BLOCK ® 12" O.G. EXIST. SIDING MATERIAL P.T. BEAM AS NOTED W N SOLID BLOCK ® 12" O.G. (2) 51MP50N DJT14Z (1) 1/2"0 H.D. GALV. THRU J _ 4 BUILDING PAPER d HOUSE WRAP (2) 51MP50N DJT14Z (1) 1/2",P H.D. GALV. THRU DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER J00 TO FULLY OVERLAP FLASHING EA. P05T 4 END NUT PREBORED INTO > 1* 0 1, i DECK JOIST TIE ® BOLT w/ OVERSIZED WASHER -- EXIST. STUD WALL '` POST 4 DECK JOIST TIE Z (fl EA. POST 4 END NUT PREBORED INTO .�.� SAFFOR POST 8 DECK J015T TIE "SIMP50N" ABA66 J ,� if _- DRAINAGE 5/4"xb" COMPOSITE ® COLUMN BASE 0 DECKING (U.O.N. ON PLAN/ 51MPSON" ABAbb cV (o Nb" P.T. P05T Q > I "Z" FLASHING 5EGTION/DETAIL5) ® COLUMN BASE EXIST. STUD I I I I (V 6"xb" P.T. POST 11 &RADE J N WALL I i i I GRADE &" W (0 0 '50NOTUBE' FILLED 11 V' II II II N = Lo I I � JLASHINO 5"4� 'SONOTUBE' FILLED SOLID w/ P. GONG. �U II (MIN. 4,000 P51, 19 11 1RIP EDGE P.T. DECK JOIN SOLID w/ P. GONG. U _IIIIz �OUNTER AS PER PLAN (MIN. 4,000 PSI) '1 z 11 II rl J Q I I I JOISTS AS PER PLAN FASTENED w/(2) FLASHING II II II 1 _� 3 5 5/5" 4) x 5" LONG HEAVY DUTY GAL. III (2) #5 HOR. REBAR I I I LAG BOLTS ® 16" O.G. INTO MUD SILL 4 RIM BD.;WHEN ® FOUND. WALL FASTEN METAL GALV. JOIST HANGER - UPON (2) #5 HOR. I ' w/(2) 5/5"4) x 5" LONG APPROVED BY '51MP50N (OR EQUAL) ® (2) #4 HOR. REBAR 1 REBAR (4 TOTAL)FA. JOIST MASONRY ANCHORS ® 16" O.G. I 11.11 REBAA R BENT C.) (2) #5 BENT IS"xl8"xl2" P. GONG. PAD cJJ LLQ RE EXIST. RIM JOIST � j "Z" FLASHING JJ LL REBAR FTG. (MIN. 4,000 P51) -� 3:0 Z A-SOI EXIST. FOUNDATION WALLj:::�� 12'x12'x8" P. GONG. PAD V ;, J 177 J FTG. (MIN. 4,000 P51)7 0 s Q � � I I I i I I I I 11 I I SECT 101 1 -1/A-501 I LE1�OE G0NNEC..T 10N DE7A I L DEG< SUPPORT DETAIL (12 x 12 x8 FTO.) � DEG< SUPPORT DETAIL (18 x 18 x 12 FTO.) 50ALE: 1/4" 1'-0" -301.00 5r-,ALE: -oil SCALE: 5/4„ 1'-0” -30100 5GALE: 5/4" 1'-0" TYP. ROOFING (SEE ` SECTION NOTES) 1YP. ROOF CONSTRUCTION (SEE SECTION NOTES) '51MP5ON' H2.5A p5 PES P�pN RAFTER TIE R i I I 1 I it I G.J. A5 FER PLAN FASCIA BOARD II BEAM AS PER PLAN i 'SIMPSON" P064 NEW "5I1-1,P50N" LU526 5/4"xb" P.T. (FOR 3 PLY BM) GALVANIZED JOIST DECK BOARDS P.T. DECK JOISTS AS 'SIMPSON" 5652-2/41 j NOTED ON PLANS (FOR 2 PLY BM) HANGERS I i 5/4" x REO'D HEIGHT P.T. RISER 5/4"xb" P.T. DECK BOARDS 2"x BLOCKING ® EA. 5TRINGER TO MATCH SIZE I OF P.T. DECK JOISTS Z w FASTEN STRINGER TO BLOCKING (MIN. b P.T. POST AS PER PLAN O FASTENERS) U N051N6 - fn't'J 2"x12" P.T. STRINGERS ® Ib" w 4" THK. x 8" WIDE x WIDTH O.G. (MIN. 5 STRINGERS ® Q OF STAIR P. GONG. PADII^ EA. 5TAIR4NAY) 2"xb" P.T. BLOCK IN BETWEEN - "SIMPSON" 1 w C EA. STRINGER. FASTENED TO m XX Gd NOTE: POST BASE PER P. GONG. PAD w/ IQ/64" x ALL DECKING SHALL BE FASTENED POST SIZE w/ COATED DECKING 50REW5 BY 5-1/2" CONCRETE 50REW5 BY >r "DECK MATE" (OR EQUAL) -- "GALIBURN" (OR EQUAL) - MIN. P.T. DECKING '- (5) 50REW5 PER BLOCK 0" MIN. GRADE GRADE (� P.T. D.J. A5 PER PLAN " < EXTERIOR V400D STAIR I�)ETA I L COVERED FORCll SETA I L. -301.00 50ALE: 5/4" = I'-O" -301.00 1 SGA E: 54" � r- PROJECT: COLLINS COVERED PORCH 6685 OREGON ROAD CUTCHOGUE, N.Y. 11935 DRAWING TITLE: PROPOSED BUILDING SECTION DESIGN DETAILS PAGE: %j WL■ '%'JFI U DATE: 05/10/21 6 OF 6