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HomeMy WebLinkAbout51111-Z .AVtof SOOT Town of Southold * * P.O. Box 1179 53095 Main Rd Ulm, Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45673 Date: 10/23/2024 THIS CERTIFIES that the building ACCESSORY Location of Property: 5235 Bridge Ln Cutchogue, NY 11935 Sec/Block/Lot: 84.-1-6.17 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/09/2024 Pursuant to which Building Permit No. 51111 and dated: 08/21/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory trellis as applied for. The certificate is issued to: 5295 Bridge Ln LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51111 10/2/2024 PLUMBERS CERTIFICATION: Auto ' d Signature pfFQl TOWN OF SOUTHOLD BUILDING DEPARTMENT N 2 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#: 51111 Date: 8/21/2024 Permission is hereby granted to: 5295 Bridge Ln LLC 170 S Penataquit Ave Bayshore, NY 11706 To: Construct a trellis accessory to an existing single-family dwelling as applied for. At premises located at: 5235 Bridge Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 84.-1-6.17 Pursuant to application dated 7/9/2024 and approved by the Building Inspector. To expire on 2/20/2026. Fees: ACCESSORY $285.00 CO-ACCESSORY BUILDING $100.00 Total: $3 85.00 V� Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 •� • �o sean.devlin(cD-town.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 5295 Bridge Ln LLC Address: 5235 Bridge Ln city:Cutchogue st: NY zip: 11935 Building Permit#: 51111 Section: $4 Block: 1 Lot: 6.17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 390 Operating Group License No: 3559ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED F1 Exit Fixtures Sump Pump Other Equipment: Notes: Outlets On A Trellis Inspector Signature: Date: October 2, 2024 5235BridgeTrell isElectric OE SOUtyOlo — *. * TOWN OF SOUTHOLD BUILDING- DE XT. co tm,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ;v �n��-��� - C� DATE INSPECTOR t ho�aOF SOUIyO� # # TOWN:OF:SOUTHOLD BUILDING DEPT. o►�,� 631-765-1802 INSPECTION . ' [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- - [ ] INSULATION/CAULKING [ ] -FRAMING/STRAPPING [ gFINAL I12,6/11S [ ]-FIREPLACE.& CHIMNEY. . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] ,CODE VIOLATION [ ] PRE C/O ' [ ]. RENTAL REMARKS: �eC�'lZ�c� G��'I Get. ,Q.Q eeC-ems. DATE INSPECTOR %�` A M P Arch i t e c t u re Address:10200 Main Road,U�nit'3A',Mattituck NY 11952 Phone:(631)603-9092 Design + Build ���� C� September 16,2024 Bridge Lane LLC Residence Lot 17 5235 Bridge Lane Cutchogue, NY 11935 Tax Map #1000-84.-1-6.17 To Whom It May Concern. Based on my inspection of the trellis at the above address the footings and framing were installed per the architectural plans and meet NYS Building Code. Please contact our office if you have any questions. Thank you, Anthony Portillo, RA, LEED AP 010, 4 Q 'agoa` OF N�� Page 1 of 1 i FIELD INSPECTION REPORT DATE COMMENTS cp ►o r� FOUNDATION (1ST) -------------------------------------- FOUNDATION (2ND) ' � o H ROUGH FRAMING& PLUMBING- INSULATION PER N.Y. H STATE ENERGY CODE ` �•.� c .� �. l FINAL 0I ADDITIONAL COMMENTS — $• o • 2�l ac� 3 8S� P-r- Co re c� � 2$3 Lr • `1• �{ too r * l O g 1 Ri 0 �-o A :* m r b s� o z x x d r� b y 'S�ff01B . =AV coGy3; TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 543,75 Main Road P. O. Box 1 179 Southold,NY 11971-0959 oy • o� Telephone (631) 765-1802 Fax (631) 765-9502 https://WWW.southoldtownny_gov Date Received APPLICATION FOR BUILDING PERMIT _.._.___.. For Office Use Only i D I l PERMIT NO. F ( I Building Inspector: / JUL - 9 2024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BL;H 11ING DEPT. Owner's Authorization form.(Page 2)shall be completed. TOWN,,-) ,50UT>I$OIs Date:07/09/24 _ OWNER(S)OF PROPERTY: Name:Bridge L n LC Residence LOT 17 SCTM#1000-84-01-06.17 Project Address: ridge Lane Cutchogue NY 11935 Phone#:631-603-9092 Email:aportillo@am parch itect.com Mailing Address:P.O Box 152 Mattituck NY 11952 CONTACT PERSON: Name:AMP Architecture (Brooke Epperson) Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony_Portillo AMP.Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑` Ot h e r Accessory structure Trellis $ Will the lot be re-graded? ❑Yes iiNo Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Sin le Famil Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC Non1onf0rming this property? ❑Yes WNo IF YES, PROVIDE A COPY. B Check Box After'Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing,code and regulations and to admit authorized inspectors on premises and in building(s)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 By(p ' ame):e BAuthorized Agent ❑Owner Signature of Applicant: Date: I a_ STATE OF NEW YORK) S : COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing c n ract)above named, (S)he is the Agent (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 day of _T(At ,201�4_ Notar bli PROPERTY OWNER AUTHORIZATION DARCEEAUFENANGER NOTARY PUBLIC,STATE OF NEW YORK (Where the applicant is not the owner) Registration No.01A00019644 Qualified in Suffolk County Commission Expires January 9,2028 I, o✓ks Qal .?o !fL!(O� residing at 7 /5'4' AV�&4- - ( :79 do hereby authorize �"� /q'Au 1CC44--e_ X L-C- to apply on my behalf to the To uthold Building Department for approval as described herein. 7/ 14 Owner's Signature Date dTltn o �ro� — 717 Print Owner's Nam 2 Elect BUILDING DEPARTMENT TOWN OF SOUTHO 9024 Town Hall Annex - 54375 Mainl,Roa PCS&OXI 1� Southold, New York 11971-0959 "Y 4,, 4;3�j*� Telephone (631) 765-1802 - FAX (631),M,; '-6v M hog rog err(asoutholdtownny.gov - s and0b-soq#g0kftdkV0.4 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: ?2qo Electrician's Name: FAVI. License No.: ,/L4f Elec. email: Pa,` A -o/L oc. Elec. Phone No: U5C,cl El I request an email copy of Certificate of Compliance Elec. Address.: 753 L)A1P0A1)>-1qJf /t/y 115-53 JOB SITE INFORMATION (All Information Required) Name: r(Alf /1-7 A 12-QA Address: :5 2 3 S Z(jp cl 5 3 Cross Street: cqvL ZP Phone No.: 3'(& --ciq6- 23,55 Bldg.Permit#: Still email: Tax Map District: 1000 Section: 6LI Block: i Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): f-1ZfLL 1s — -T— r Square Footage:7 Circle All That Apply: -] NO [—]Rough In ❑ Final Is job ready for inspection?: 9 YES F Do you need a Temp Certificate?: ❑ YES ❑ NO issued On Temp Information: (All information required) Service SizeF]1 PhFJ3 Ph Size: A # Meters Old Meter# ❑New serviceo Fire Reconnect[]Flood Reconnect Oservice Reconnect OundergroundE]Overhead # Underground Laterals F]1 [1]2 [] H Frame M Pole Work done on Service? Y F-]N Additional Information: PAYMENT DUE WITH APPLICATION Ct PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water BondLights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc , Combo Cooktop Minisplit Blower ' AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments d ,y OPERATING AGREENIENT OF 5295 BRIDGE LANE LLC THE OPERATING AGREEMENT, effective as of the 20th day of May 2022 (the "Effective Date") is made for 5295 BRIDGE LANE LLC, a New York limited liability company (the "Company"). WITNESSETH: WHEREAS pursuant to Articles of Organization filed with the Secretary of State of the State of New York on April 14, 2022, the Company was organized as a limited liability company known as 5295 BRIDGE LANE LLC under the New York Limited Liability Company Law, as from time to time amended (the "Act')and WHEREAS, the Members (hereinafter defined) desire to set forth their rights, powers and obli17ations with respect to the Company. NOW THEREFORE, in consideration of the premises and mutual covenants contained herein, the Members, intending to set forth the terms and conditions governing the operation, management and capital structure of the Company, hereby state as follows: ARTICLE I DEFINED TERMS Unless the context otherwise requires, the defined terms used in this Agreement shall have the meaning specified in this Article 1. The singular shall include the plural, and the masculine gender shall include the feminine and neuter, and vice versa, as the contest requires. "Additional Capital Contributions" means any amounts of cash and/or property contributed to the capital of the Company by any Member after the Effective Date pursuant to the provisions of Section 5.2 of this Agreement. "Agreement' means this Operating Agreement, as hereinafter amended from time to time. "Available Cash" means, for the applicable or pertinent period, cash receipts derived from Gross Revenues (without deduction for depreciation or for other noncash expenses or items). after deduction for (a) amounts used or necessary to pay Operating Expenses, (b) amounts set aside for restoration or creation of reasonable reserves and (c) repayment in full of interest and principal on any loans made to the Company. "Capital Contributions" means the SUlil of the Capital Contributions of the Members as of the Effective Date and and Additional Capital Contributions made by the Members. tiYOFF-ICF= 13,800120 4 "Code'" means the Internal Revenue Code of 1986, as amended frown time to time (or any corresponding provision or provisions of succeeding laws). "Company" means 5295 Bridge Lane LLC, the New York limited liability company governed by the Act and this Agreement. Distributions" means any .Available Cash or other Property distributed to the Members. "Gross Revenues" means, for the applicable period. all cash and the fair market value of any property received from all sources (including Capital Contributions, cash on hand at the beginning of such period to the extent not held in reserves, proceeds from the sale or other disposition of any property, proceeds from borrowings and any funds released during such period from cash reserves previously established) by the Company during such period. "Interest" means the entire ownership interest of a Member in the Company, including, without limitation, the right of the Member to any and all benefits, allocations and Distributions to which such Member may be entitled as provided in this Agreement and in the Act, together with the obligations of the Member to comply with all of the terms and provisions of this Agreement. "tilana�Ter' means the Person appointed as such as provided in Section 7.1(a) and all successors thereto. "Member" means any of Constantino Marra. Daniel Marra, and Anthony Portillo or anv of their Permitted Transferees, or any other Person who is admitted as a Member in the Company in accordance with the requirements of this Agreement. "Operating Expenses" means, for the applicable or pertinent period, all reasonable cash expenditures or payments or commitments to make cash expenditures or payments made by the Company during such period directly or indirectly in connection with the Company's businesses or operations, including, without limitation, those incurred for administration, accounting or bookkeeping and legal and other professional services, and any and all reasonable expenses incurred by the Company, all as determined by the Manager. "Permitted Transferees" means (a) a Nklember's spouse, parents. sibling, child, whether natural, adopted or a stepchild, and/or other lineal descendant or issue who is competent and has attained the age of twenty-one (21) years, (b) the Personal Representative of the Member or any person described in clause (a) above, (c) any trust for the sole benefit of the Member and/or any person described in clause (a) above and (d) any entity in which the Member owns, directly or indirectly. one hundred percent (1 QO%) of the equity interests therein and has, directly or indirectly, majority voting control. ..Person" means any individual, corporation, trust, partnership (limited or general including limited liability partnerships), limited liability company or other form of association. "Personal Representative means an executor, administrator, trustee, committee, guardian, NYOFFiCE 1330012N.1 2 IN WITNESS \XHEREOF. the parties hereto have executed this Agreement effective as of the date first above written. 5/20/2022 CONSTANTINO ]VIARRA Danie!V.;r:a 4`!aj 20 2022 13:50 EDT) DANIEL MARRA Anthony Potgdio May 20 2J22 20 11 CDT; ANTHONY PORTILLO 13 51TE PLAN HATCH KEY: [11j PROP05ED DWELLING 8 GARAGE `\ \ _ -- fill � � .ate PROPOSED TRELLIS I f ,, % i� Lu Ij W cz Co Lo FIELD CROP5 �; (9 /. EL.=5a.2a' p CV z O clu p m 4--� i '{�•� /�'� Pv FC`\ \ n. r. / r4, v + ! .�,��r ,ti!" ! A y rt O r pp I� *.._-h. ,�,au I'' �A,. ta!► ` "`.'`ti. _ f i`+�®1 , �6 +v. 'W'! ad"°. _ O `v CNJ ' �' EGG FiN (PSIS`'O � �"`' �o � k r `: .��t �°. „ +a v�.;F �tl.:y t ,r.°.s Q 0 0. / t „ ,p .' ` o 2/l.��O �' \O ��� .!r ,,r/` $ a. .�'. .u',q'"„rtia $h• r '`#' tl I ` �!'''�' . ` a ,• •,,,,t,.. t ».. - .'+f i \�� /' '� ♦ \C \ >`r 1.. :,. s •!" '�,`o' `a. k k "ik A'�. x,�.,� Y'r t� , 'r, Ya. I ;°` #. PROP. 4' /\/��� 1J / POOL--,_ �\ / «a .� ,� }fi •�4 Yg! "4 ,f► wti 4'!^*,r,`�` ,: ,r y .• ! •`. ."' @. ,1'J - ... l .. - __ ' t " I i s V/ DRYWELL PROP. 8 •Jk fI s : red w ,,; `� a�x � DRYWELL SUBJECT PROPERTY * - 7 / \ � li' /,.� fr.'4,. •'�-y.�A ,,W �i, h } •y`���' �' % f �„ rr`'►V $}. � ''f .,.... - ' _..,C....,-,'�. .i . I / /�jn`I\\Gj/'�-` \ / � i f f r f P f. '" a�e �, J q `t� .pF''' k' r'y e � ,Frd" m ,� •. t I r ! '}•,t / .k. I. ]F:r �, i 3..e• -Y'I° - - i 4 P�. _N ,.,;;� „c, EL.=54.2� SITE LAYOUT NOTES: '> , ..I -,� ,� _. f � +> O P�• �` I. TH15 15 AN ARCHITECT'S 51TE PLAN 4 IS \,o N I r f �~ ' t,,,'�' rr`' 1 � ,"atw y�:"-•�.�,. `. �in':' w r � f��.♦ .��,�`w'{';.�«�..+` r , • �o \ \ O SUBJECT TO VERIFICATION BY A LICENSED ; • '. � - -_ r} ;_ :' ,.__. {� c4 \ Pg \-� N SURVEYOR. THE INFORMATION SCREEN \ CY \ O. > O WALL / y REPRESENTED ON TH15 SITE PLAN I5 TO THE r q g� ti,, -,., " �"^ w; � •,�._r ARCHITECT'S BEST OF KNOWLEDGE. L'�, �;: V,: ,� ''`` .b , . '� ,,�J Ni r POOL ECRU I P. / ---- --------- -2�\ �O 2. SURVEY INFORMATION WAS OBTAINED �' FROM A SURVEY DATED AUGUST 16, 2022 \ \ PROP. POOL t ti t}1 x l a POOL 1000 AND PREPARED BY: »:• - GAL. BURIED 18' x 36' \ ENCLOSURE O GAS TANK TRELLIS. IN-GROUND POOL \ FENCE YOUNG 4 YOUNG .!' "- w_. ._ i •,. �.... U (V SELF (5EPARATE FILING) \ 400 OSTRANDER AVENUE 10' -- -- IO ,r MIN. -'�-_._ _ �~ IN. CLOSING \ oj1 RIVERHEAD, N.Y. IIQOI GATE -- ---- -- - ' >- TELEPHONE: (516) -127-2303 LOCATION MAP Nl�Ei�I NO _ z BASEMENT Z ON GRADE PATIO ENTRY STAIR \ 3/ SCALE: NT5 SCALE. NTS n` u, \ O� �T ��0 FADE <E I PROP. WAFER SERVICE � j r- I 'l i m 1 6 2-5TORY WD. FR. \ DWELLING 8 GARAGE �1 \ w/ BASEMENT 0 COVERED ` - - --- ----- - -- ---- --- - ui, PATIO \ / /� PROJECT LOCATION & SCOPE 8.0 (6 BEDROOMS) AG PAD.— O —i�i�Oi�OS D I Y !"IG1' WALL F.F. EL.=55.1 \ GAR. EL.=54.0' 1 \- ` —FR0FOSEI7 TRELLIS SITE PLAN & ZONING DATA LPiZQP-,,�UIED u� ; / (SEPARATE FILLING) 5 SELF PROF. vo Q I DRYWELL PROPANE SERVICE � PRO. I I \ \J CLOSING VACANT LOT If -� GATE \ GENERAL NOTES �-•� \`�� - --- - ---- --- - - -- -so'�FRONT YARD SETBACK ` ENERGY TABLE �O' FRONT a COVERED \ \ STRUCTURAL DESIGN CHARTS O 6 xl2 \ PROP�,B'� DRYWELL YARD STOOP \\ SETBACK \ \ TEST \ FRO'�ECT �AT A : HOEDOWN, ANCHOR BOLT, PERVIOUS DRIVEWAY HOLE #2 ` STRAPPING, & NAILING DETAILS o I i 0 4 PARKING \\ - _ \ \ FASTENING SCHEDULE \ -QQQQ FRAMING GRAPHICS z \ \ PROJECT / ZONING DATA BEAM CONNECTION PATTERNS EL.=s3.8o' ARP i PRO. PRO. \ \ -_ -TAX MAP # 1000-84-1-6.1-1 I L.P. L.P. \\ \ �I ____ __� .___ FIREBLOCKING DETAILS \ \ ZONING DISTRICT AG / NG ---- — Z ---- - - - - - - - - - - - - \ -------- __ _ I' - ----- PROPOSED FOUNDATION PLAN NIQ°23'20"W 161.-1-1' EL.=53.38' \ \\ \ ---------- \- I o LOT AREA - VACANT LOT O.ci ACRES \ \ --- ----- ----- --_---_.-_- - -- - _-- ----_- _---_ PROPOSED FIRST FLOOR PLAN z m A-20 1 ,Q 1 PROPOSED EXTERIOR ELEVATIONS W --- -- N \ \ LOT GOVERACE g z \ BUILDING SECTIONS 0 0 3o LOT I U- I--U-- --- ---- --- DESCRIPTION (FOOTPRINT) AREA DESIGN DETAILS COVERAGE TOTAL LOT AREA- - 40,195 S.F. - � - - ----- ------- J � \ - - -- - - 14 HOUSE- \ Ii -o \ PROP. INGROUND POOL 648 S.F. 1.690 NOTED APPROVED AS PROP. STOOPS 136 S.F. 0.3% PROJECT: \�� \ ----- - - DAM, B.P. 51 I 1 \ \ � \ PROP. PATIOS >&" ABOVE GRADE-= - -- -s_ -_�I ` --- --- -- ----1,575 S.F-_-- F 3.g90 3T5. # ?� TOTAL AREA OF ALL STRUCTURES 4q 15 S.F. �' 12.2gb 11 BRIDGE LANE L LC TEST HOLE 2 DATA \ \ iL \ - — -ii_ ------- FROM FILED MAP i - ------ - -- ---_- — ---- - - -- ---------- --- -----_ - ---_ -- -- \ - — - - - — .- NOTIFY t3UttDMG DEPAI�T'MENT AT VACANT LOT w/ \ \�fi �� \ L -- — **MAXIMUM LOT COVERAGE ALLOWED - 2090 PROPOSED \ \ s31-765-1802 BAM TO 4PM FOR THE TRELLIS DWELLING ` \\ \ \ FOLLOWING INSPECTIONS: 0.0 (PUBL I G WATER ` \ \, FOUNDATION-1W0 REOUIR PROPOSED) \ \\ \ AGGES50RY STRUCTURE REQUIREMENTS FOR POURED CONCRETE 5235 BRIDGE LANE ROUGH-FRAMING 8 PLUMBINC3 LOAM \ \\ \ —_ - _ l CUTCHOGUE, NY 11935 \ ! SOUTHOLD TOWN GODS 2aO-15 JINSULATION �.o — - \\ \\ \ --- - - -- - ------ _ --- -- - ----- - -_ -- - --- - FINAL CONSMUC110N MUST GOMPLIE5 BE COMPLETE FORC-0. DRAWING TITLE: \ \, i; -- - -- --------- --L __- -- - f�—_ - - - - -- - --- - -- -- AEI.CONSTAUCTiON SHAH MEETTFIE - I� MINIMUM SIDE YARD 15.0' 40.1 YES REQUIREMENTS OF\ \ EL. 52.20 I- � L - - YORK STATE. NOT RESPONS RESPONSIBLE FOR PROJECT LOCATION & SCOPE \` \ MINIMUM REAR YARD 15.0' -75.4' YES SITE PLAN & ZONING DATA - DESIGN OR CONSTRUCTION ERRORS �� \\ \ / MAX. 52UARE FOOTAGE 520.o-S.F. - YES 11 1200 S.F. -- - -- - -_- l \ \ ELECT. -- JI=T_- -_--_ -__ - ___:.__:. --==.1 ` \ METER \ COVm?LY MTN ALL CODES OF PROP. UTILITY POLE w/ \ \ \/g�� PAGE: NEW YOR;C STATE�TOW► C©DES BURIED ELECTRIC LINES TO \ f REQU RZD AND CONDITIONS O BOTH ADJO I NI NCB LOTS I / I r .. mu COMMENTS.NO GROUNDWATER � a� een e•�nee� ENCOUNTERED. EL.=52.52 6k�°3 ,�i ' of a , DRAINAGE SYSTEM CALCULATION�i_ / ' '` DATE: 07/09/24 1 OF 6 ROOF AREA= 2,556 5c�. Ft. 2,556 5c[. Ft, X 0.1'7= 455 435/42.2= 10.5 VERTICAL FT. OF E3' DIA POOL REQUIRED PROVIDE (5) 8'dD X 3,5' DEEP DEEP DRYWELLS DRAINAGE SYSTEM INSTALLATION NOTES: / RETAIN STORM WATER RUNOFF • A MINIMUM OF IO' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 8 WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC PURSUANT :. COMPONENTS, LEACHING FIELDS, 5EIAER COMPONENTS AND THE OF THE TOWN CODE EDGE OF ALL FOUNDATION WALLS • A MINIMUM OF 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS $ CONCRETE SLABS AND PROPERTY LINES • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL O ! to 70 •o Io !o S I TE PLAN e m SCALE: 1" = 20'-0" -----------,---------,---------------------- :1 NOTES $ SPEC,11 ­__ ___-,---- - -_____-______­_m­ - CARPENTRY i 1(:�,ATIQNS 1. ALL LUMBER SHALL BE DOUOLAS FIR LARCH #2 4 BETTER (Fb = a-15) UNLESS HOOD FRAMING, MATERIAL STANDARDS i THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE �� IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINVED OTHERWISE NOTED. i AE35REVIA710NS l� TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, OF ANY MATERIAL OY METHOD OF CONSTRUCTION NOT SPECIFIOALLY 1--------------- -------- ------------------------- ---------____� -____ ------------ ----,.-- I PRESCRIBED HEREIN. NAN E SHOHN, AND THE AUTHORITY HAvIN5 BID. _______ 6 __-___ ! INSULATION __ _ -- ----____- __SPECIFICATIONS,ANr>BE FAMILIARIZEt7 NITH THE PLANS PRIOR TO HORK 2. ALL LUMBER IN CRAHL SPACES TO BE 15" ABOVE SCRATCH COAT. MAINTAIN ,JURISDICTION FINDS EXPERIENCE, MODELING, OR TESTINC, BY AN APPROVED � - ------------- ____]� ______________________ -I --- a" MIN. FOUNDATION EXPOSURE. 1� _j INSUL. I OENERAL AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR - - __ - - L� ----------- ____ --------- - _ . � - - -f- -!IF-.-- _ ___ _________ _____ ______ CL OREATER STRUCTURAL SAFETY OR, DURABILITY, SUCH PRODUCT OR PROCEDURE I LOOM ELEVATION �INT. 1�INTERIOR 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 5. SILLS TO BE P.T. ANC> SECURELY FLASHED WITH A TERMITE SHIELD, AL50 :ran --------__J[E� I ___ _j_ I < APPLICABLE BUILDIN6, DEPARTMENT. SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT ����___= _____ __.. ____ - __­__-- --_� __ 1_­___­_____ ______­�____________ PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) Vx(b", UNLESS (1) 2N611 (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN V400D Mo. BUILDING K 'III KIPS (1000 LBS) J� 0 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNOIL'S HOOD FRAME CONSTRUCTION MANUAL AND THIS 1-5 FORMAT, AS F ___ _________.._________________l� ______________ � ,��­____--------�------- - __ - - -,.--- ALL -I uj ---jI------------- Lu DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING APPLICABLE AS A DERIVED HORK). � I MANU. SPEO.'s � MANUFACTURER'S SPECIFICATIONS � STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR _ _ _115EAM� __ __ - - - ----------------------.------------____ i_________ -__ ___ ____�___ - I _j cu :[B.C. BO ------. - = <f � 4-J EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, B.C. TTOM OF __�][MAX.[MAX. __,�MAXIMUM . cy) 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL COMES PREFABRICATED HOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, _.- _= ______ `­­�--------- ____ CV -- ----� __ _______ = ---------- - - -- I . - I _____ - _________j�MECHANICAL Q� AND AUTHORITIES HAVING JURISDICTION. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINC55 IN PREFABRICATED HOOD TRUSSES,GYPSUM, HARDBOARD, AND STRUCTURAL F 50T. - A BOTTOM-------- - __ I t,�IEH. FLOORS, ROOFS, AND HALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING i ------------- -.----- --------------------__-----. -,_. F ___ _______. I------- ____________ __ _ _ � 0) 11___-------------- -_ ----------- _��nl_mum ------------- - �­�1 6 :D �-- OF 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY RULES SPECIFIED IN 1.1 THROUGH I.B. i[B.O.k4. BOTTOM OF WALL MIN . r- I 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I -_ �___ --- . - -1�.----,----,---�--,----- - -_ - - -_ - - = 0 U.O.N. I.I. LUMBER: ALL HOOP MEMBERS USED FOR LOAM-5EARINO PURPOSES, G.J. �CEILINO -JOIST - - >: (0 . ' -5 OF PLANS AND/OR JOB CONDITIONS INC,LUDINO ENr;)-JOINTEV AND EPSE-6,LUEP LUMBER, SHALL BE IMENTIFIED i - - _____l__ _ ] NAVDe,e, �NORTH AMERICAN VERTICAL DATUM OF llae, j 'Z 0� z r-- ------ - ­ ____ -------------- ­_ --------------- _ - L_ 5. ANY OMISSIONS OR V15CREPANCIF I 1-- -6 �] �_ - - - __ .- . I � I COLUMN NYC C 0 'NEPq lr'ORK r,ITlr BUILDING CODE SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING -7. ALL BEAMS, OIRPERS, ETC. TO HAVE MIN. OF 5-1/2' BEARINO BY THE 6RAr,>EMARK OF A LUMBER ORADINO OR INSPECTION AOr-Nr,Y �COL. 0 C (\1 0 WHICH SRAM, SUCH AS THE I__--------- _ t � - - - - ___ __ __ - 0- HITH THE WORK. IC,H PARTICIPATES IN AN ACCREDITATION PROGRAM, ------- ______ - -- ___--- __jN__ - � _.___ ___--­ __=__ _ _____ _____l co ul --,e 't 5. MIN. HEADER TO BE (2) 2"xlO" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE I EE OR EQUIVALENT. THE I - - __-___ �ON CENTER r- : i CONT. ____ ��CONTINUOUS >1 (b. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE CiRAI:>EMARK SHALL INCLUDE AN EASILY V15TINOU15HABLE MARK OR -______ _ _ 110_0-_ _____.- IIL---- -----------------,---- -1 c :3 C\l UNLESS APPROVED BY THE ARCHITECVENC51NEER. cl. ALL HOOD SILLS AND HOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE . - ,----------- -- - , 1�-- - - - - c DBL. i DOUBLE ,0. ___ ____][OCCUPANC�- 0 -Z Q0 REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE F520-cll. � _J ---------- , - ___ - I _j Or M 1. CONTRACTOR TO VERIFY DIMENSIONS O!= FOUNDATION WITH FLOOR PLANS P.T. I-------- 11 _ I ­­­_ l�_----------- ----- - ____------------��----­_­--._ 0 4-J LO [DFE I, mEsiON FLOOD ELEVATION �� 4-J 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET ii P5FE [PRELLIMININP C\i C5 BEFORE THE START OF FRAMIN6, --I- - ______ _ __1 _PRELIMINARY FLOOD ELEVATION � c (D ----.-..-...-. . - - - - _____ ___ - - __ - - __ --------,--_. ______ - _____ --________ ___ - ��_ __ L�_* . -___ ___A_- � F C6N� - < X cl: 2 95. DRY HELLS AS REQUIRED BY STATE AND LOCAL CODES. ROOF AND 15 OF r,r,>X GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. . f OU CONCRETE _77 ON PACE 0-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I 110.1 STRUCTURAL OWED LAMINATED m7_ DIMENSION -.---------__ I ­ . _1[ E0----____ 0 (5 FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN I I -im-7--------- � ---------I F___ - - ___ __ - - --_-_ -- ­ cl. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE APPLICABLE. 1.5. PREFABRICATED WOOD ]-JOISTS: ASSEMBLIES USING PREFABRICATED I M.,J. ---ii-r,->--E-C<---,JO15T5-----------------__ - - �­­___ �PL. [PLATE WOOD I-JO15T5 SHALL MEET THE PROVISIONS OF ASTM D5055 ­ ...______.. I------ _____ - � 7l_,_ -,- 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, STANDARD SPECIFICATION FOP, ESTABLISHINS, AND MONITORING IEA. EACH . 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF C,DX ORAPE. _______­__.____ji 0 ,[PL�rND L --__ ___ ____--- - - -_ ---------- --- 7[p �w - ------.---] (D 1 CERTIFICATE5, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL STRUCTURAL CAPACITIES OF PREFABRICATED HOOD I-J015T5, ----------IF - ----- 1 __ _ _ _ ______ ­ I NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED, U.O.N. DOCUMENT,THE &OVERNIN57 BUILDINS CODE AND ANY ADPITIONAL ELEV. __j ELEVATION � 'T. i PRESSURE TREATED � I - �----.-------------------,----------�-���----- __ jl___________, 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY FORTILLO,RA REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE - ________ � __ -----7[R--- __ ----- - - -- - -- -__- __-----I L_ 1 12. EXTERIOR SHEATHING TO BE COVERED WITH `TYVEK' HOU5E WRAP OR -1 FO ____" I AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN EVALUATION REPORT. EOUIP. 1� EOUIFMrzNT 11 REOID - UIREI:;) � PF-RM15SION FROM THE ARCHITECT. APPROVED EQUAL. - ____ - __-__ _l __ __Fl_____ , -, -- --- , .__ __ J _----------]�-�x- 15. BLOCK EXTERIOR STUD HALLS AT HALF STORY HE 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES ;=X15T. P ISTINO - - - - ------- E RR :3 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 HEIGHTS AND AT USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF ___ - ___ _______- _______ -__ - - -_ -- - - _____ j Ri ___JRi� _ ___.__,__________ - I RESPONSIBLE FOR DESIGN INTENT ONLY. UNSUPPORTED Er,>5E SEAMS OF EXTERIOR 5HEATHIN5. A5TM D545(b STANDARD SPECIFICATION FOR EVALUATION OF � EXT. =l EXTERIOR - ___ - � RM. - ��ROOM F STRUCTURAL COMPOSITE: LUMBER PRODUCTS, THIS VOCUMFN, THE - ______­ __. _ _ __ ___ -__________ _ _ __------- _ 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS (SOVERNINO BUILDIN5 001:)E, AND ANY ADDITIONAL REOUIREMENTS AS I F.A.I. �_____ U , - EXCEED a'-O" AND AT EVERY a'-O". I . ____IIR INTAKE � R.R. �� Poor- RAFTER SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORT. ____________------------------ __ _­-------_____J______J ------,-------------------���-- --] 1w ! --- I __­_1 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL i --_____I�____ I _j , FAR � FLOOR AREA RATIO �STL. 71 STEEL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, S 1.5. PREFABRICATED P400D TRUSSES: ASSEMBLIES USING PREFABRICATED J______ ____ ____-___ -------- ___ -- ___ ---------- 4 RUBBISH, WASTE MATERIALS, TOOLS,ETC.,GLEAN CLASS AND LEAVE WORK 0-004. HOOD TRUSSES SHALL MEET THE PROVISIONS OF TH15 DOCUMENT, THE -_ - 71__________ __I - - BROOM CLEAN. GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS F.A.V. l� FRESH AIR VENT �1�S.V. _�_j � M ­l____.__________ ----,-- _____ i ---------,----..----------- ­ --- ­ ___­�______ _ _ _____ __j SMART VENT 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENINC? 5CHEDULE As SET FORTH IN AN5I/TFI I NATIONAL PF-516N STANDARD FOR METAL PLATE ------, --i­______--___---____ - -� -� . -� -___________ ____ i ]75r�) �� TO BE DETERMINED i FF !� FINISHED FLOOR 15. THE CONTRACTOR SHALL CARRY HORKMANS COMPENSATION AND GENERAL SS CONNECTED HOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAHINeS, 1--__ ___________ l'i__ ______ ___ _ _ ; _ _ -LIABILITY INSURANCE. ALL SHALL COMPLY WITH 57ATE AND LOCAL COPES OR THE MANUFACSTURER'5 COME EVALUATION REPORT. I ____ - __________.____________ � � -I- --------- AND ORDINANCES. 11. PROVIDE ALL NAILINC, AND STRAPPING ADDRESSED ON FACES (5-005. ­11 L_F I-RST FLOOR-ELEVATION- ]TEMP 5L. PEREL--) GLASS �� FF ELEV.. ---------- ---------- I L_ ------------- - __ _____ - ___ ________ � 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL I---------- --- --- ----- ­ ------- ;THICK ---__ - ______ -____ 16. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF Ia. AT "HET HALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER COPE. MEET THE PROVISIONS OF ASTM 056 SPECIFICATION FOR GYPSUM I F.J. 5 - - _ - ___ - - ---7i--- C) E _j FLOOR JOISTS THK. THE SUB-CONTRACTORS FOR A PERIOD Ot° AT LEAST ONE YEAR AFTER GENERALLY, SEPARATE DOUBLE JOINT THE THICKNESS OF HALL ABOVE. SUB WALLBOARD, A5TM 05-7 SPECIFICATION FOP, GYPSUM LATH, OR A5TM 0-741 --,--------- I ____ __: -7- - ____________1 I _____ --1�---------- L_ COMPLETION OF PROJECT. FLOOR SHALL NEVER EXCEED A 16" SPAN. SPECIFICATION FOR GYPSUM 5HEATHINC, BOARD. � FOUND. ___ A FOUNDATION O.N. !I TOP OF WALL I 0)­ � __ ____ _____ _ ________________ T.O.W.- li- ----------------- __ ____ -------------- �r _�_ I-------- ____ ___ __ ______ - - ­ - __ - __ �______ 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, -7 AND STRAPPING 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL i FIRCE � FLOOD RES -ELEVATION] __�:__77711 TREAD -- I(l. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING i ISTANT CONSTRUCTION ELEVA _____� ARCHITECT/F-NOINEER, AND THEIR A0ENT5 AND EMPLOYEES FROM AND AS PER PAGE C-7-005. MEET THE PROVISIONS OF ANSI/AHA A155.4 BA510 HARDBOARD OF � ______ � __ � IT _____------------- - ---------- 1� < 0 AOAINST ALL CLAIMS, DAMAOF-5, LOSSES AND EXPENSES, INC.LUDINr7 AN51/AHA AL55.6 HARDBOARD SIDING. i F__R____ i - _________________________ 1: ATTORNEYS FEES AR151NO OUT OF OR RE5ULTINC, FROM THE PERFORMANCE OF I__ - ----- -- -.,--------- ___ ____ _____ - 11-771-. - __ ---------]-L77�r--,�-L-.------------------------- I -------- -71! FRAME - --------------------- _--_____ m 5E (A) lb STRUCTURAL PANELS: �FRPR. ­�� Mm ACCORDANCE W AHPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD - - - __ OTHERWISE NOTED - - : 20 "FT." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER, IN � i (D THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE AC,COF* I FIREPROOF 15 ATTRIBUTABLE TO BODILY INJURY, 510KNE55, DISEASE OR DEATH OR TO 11 - ,__­_ _____1 - ___­__­___ .__ ---------- _______ ,_ .___ .____.____________ TREAT LUMBER W COFFER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER, [-- lul-ci-m-_ __ ___1*17F5_S _ __ -_ 11, (_� INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK METAL BY REPEATED BRUSHING, DIPPING, OR 5OAKIN6, UNTIL THE HOOP 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL � FTC. __:][FOOTING ][VE VERTICAL : PNR� I--------------- ---- ____ _ MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE F __ - ____ _ _ ______ ------- ------ - - � ­_ - - ___ __ -______-------�___________ � h __- ITSELF INCLUDIN6, THE L055 OR USE RESULTING THEREFROM). (5) 15 CAUSED IN ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, ! 0',rF5UM BOARD � WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY F.T. LUMBER VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND I -____ --- V.I.F..I.F. � A CONTRACTOR,ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY - Lc___7_- B7_- ------- _____ ______ ______ __________ -----------,--- - -_ 1�VERIF'r IN FIELD __ _ - - _2m ETC. FOP, LOCATIONS SUCH A5I LEDOER BD., SILL PLATE, PECK CONSTRUCTION, �E 5TANDARD FOR -6 �i I FN7 - -.09 MANUFACTURER SUCH AS: HANOERS,NAILS, 50REH5,FLASHIN5, ANCHOR BOLTS, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY EMPLOYED BY ANY OF THEM, OR ANYONE FOR HHO5E ACTS ANY OF THEM MAY PRODUCT STANDARD 2 (P52) PERFORMANCE [H. . HOLD DOWN SARMLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A WOOD BASED STRUCTURAL- USE PANELS, APPLICABLE COME _------ --____�� __ WITH I 0902%- BE LIABLE REC ETC. ANY REFERENCES TO COA ARE TO REPLACED WITH F.T. - I ------------- ` --- ----------- - _____ -_ ----------- -------- - - -_ ________7 --------------- -I ND. PARTY INDEMNIFIED HEREUNDER. %,____,�� _1�l___l\/___\/l___\ll___�_ __,___�l -I\- EVALUATION REPORTS. IHDR ___j HEADER 1- __ ____ --------- - [_NCO __] la. ALL MATERIALS,ASSEMBLIES, AND METHOD OF CONSTRUCTION INOLUDINO 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: : ,----- --_____ ________ - __ I.b.2. ORIENTED-STRAND BOARD (056), HAFERBOARM ORIENTED-STRAND IiHANOER SOLUTION BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK,FRAMING, NAILING, PLACING A. HEYERHAEUSER TRUSS JOIST 2.0r: MICROLLAM (2600 Fb) BOARD OR HArERBOAR.M USED IN STRUCTURAL IONS SHALL MEET rf� - -----.--------]Lzp- OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY Ti-E CONTRACTOR B. OEOR01A PAC, 2.OE O-P LAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 7 --------- -1---] To BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, PSL (PARALLEL STRAND LUMBER) DENOTES: PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTAR'Y' PRODUCT �HOR. __]HORIZONTAL __ _ ---[----------------------------------- -- -__ APPLICABLE CODES AND C700D PRACTICE. DEVIATIONS FROM THE DRAWINGS A. TRUSS JOIST McMILLIAN 2.0E PARALLAM STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - _- - _ - - -- - - - - -_ AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN ALL TO BE INSTALLED AS PER MANU. SPEO.'s APPLICABLE CODE EVALUATION REPORTS. AUTHORIZATION OF THE ARCHITEOVENC71NEER. __^__,\___���__^�____/�� __________ _______ - ____ -- __ -____ _____---------_----,-- 22. I-JO15T FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE HOOD Le.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ___ - . i i 14T. THE CONTRACTOR SHALL BE RESPON5113LE FOR ANY SHOP 1:�RAHIN05 FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY 711 � NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS R -R'5 COME I NSULA71 ON $ FFENF-57RATION REOUIRF_��ENTS i AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S REOUIREMENT5 AS SET FORTH IN THE MANUFACTURE PERTAINING ARE TO BE FIELD VERIFIED. CODE EVALUATION REPORT. EVALUATION REPORT, � I _____--------.-------- -____ - - r- __------- -.-- _______--.-.--------------_______---------- ___ -------------- ____- 11 _ _ ___ i 20. CONTRACTOR TO REMOVE $ RELOCATE AS REOUIRED ALL EXISTING WORK 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AAN RAFTERS SHALL 125.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE SHALL MEET THE PROVISIONS OF ANSI/AHA Alq4.1 CELLULOSIC I I i i OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL FIBERBOARD OR ASTM C,20a STANDARD SPECIFICATION FOR � FROFOE)Et�) DESION �� r,Or�)E FRE5C-,F,lF71\/E VALUE $ : 1 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT CELLULOSIC FIBER INSULATING BOARD. � 00��FCNENT I I �l C,OMI=L I E : I ! VALUE r,17A71ON (PER 2020 NNr5rr_,C,�) - SPECIFICATIONS, UNLE55 NOTED OTHERN15E. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED : I 5 ! I :� i 11 11 , IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE 1.5.5. 5TRUCTURAL PANEL SIDING STRUCTURAL PANEL 5117)IN5 USED IN � ---------,.----- _ -----I--- ___ - ---------- - - 2:2. PROVIDE FIREBLOCKINO AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EPOE5. STRUCTURAL APPLICATIONS SHALL MEET THE RECUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I z I I 0 � 1 :25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 24. NOTCHES IN EITHER EDOE OF STUDS SHALL NOT 5E LOCATED IN THE (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL rn UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL HORK5 MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF REQUIREMENTS AS SET FORTH IN APPLICABLE COME EVALUATION COMPLIANCE STATEMENT: 11 PEP BORED Z CCPYP,lr-,HT PROTECTION ACT OF IcIcIO (ANCIPA), WHICH HAS SEVERE PENALTIES. THE STUD LENGTH SHALL NOT EXCEED :25% OF THE ACTUAL DEPTH. ,> TO THE BEST OF W KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN i�l HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REPORTS. COMPLIANCE WITH THE 2020 NY`5 ENERGY CONSERVATION CONSTRUCTION CODE U51NO CHAPTER 4 [RE]. It � GENERAL HlNV PROTECTION CONNECTION NOTES: OF THE HOLE SHALL NOT BE 01-05ER THAN 5/95" TO THE WOE OF THE STUD. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL C.5 � ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTCHES AND HOLES SHALL NOT O0c,UR IN THE SAME CRO55-SECTION. CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.11 THROUGH M 22."I. Z I CONSTRUCTION;55TP 10-11 AND 20195 55r, HIGH HIND EDITION P400D FRAME < CONSTRUCTION 25. FOR NEW HALLS, A PERFORATED 5HEAR.HALL SYSTEM 15 USED. THE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN!51/A5MF- 5 1&.2.1 50UARE AND w : I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN05, FOUNDATION HALLS, CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, HEX BOLTS AND SCREWS (INCH SERIES). a -FLOOR5, 5TUMS AND ROOF FRAMINS, SHALL BE PROVIDED. NOTES, AND TABLES ON PAGE 0-003 4 6-004. THE FASTENING SCHEDULE z SPECIFIES THE REO'D NAILING FOP, THE SHEATHINC, (ANY NAILING 2.2.2. LAC 50REHS: LAG 50REHS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 0 � 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SPECIFICATIONS ON THE FLOOR PLANS SHALL SUF`ER.5F_r;)E THE FASTENING ASME 515.2.1 5OUARE AND HEX BOLTS AND 50REH5 (INCH SERIES). r =) I INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF I5r_ SHALL SCHEDULE). HOLMOHNS OPERATE IN CONJUNCTION WITH THE PERFORATED z m BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SHEARNALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.'s). 2.2-5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES UJI �_ � � SHALL MEET THE R 2 (n � I HOLPOAN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. REQUIREMENTS OF ANSI/71-1 I NATIONAL DESIGN 5. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS STANDARD FOR METAL PLATE CONNECTED HOOD TRUSS C,ON5TRUr_7ION, � z I 0 0 DIRECTLY To THE HEATHER OR 5U5,JEc;T TO SALT CORROSION IN COASTAL 26. COLUMN BEARING AS FOLLOWS: THE OOVERNINO BUILDING CODE, AND ANY ADDITIONAL REOUIREMENT5 L) L) AREAS SHALL BE 5TAINLE55 STEEL OR HOT PIPPED GALVANIZED. 1^10OP P05TINO TO BE BLOCKED SOLID To FOUND. HALL H/END GRAIN, AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. -- ---- ---- -------- --------- TREATED HOOD 4 FLASHING. STEEL COLUMNS ARE To BEAR UPON FOUND. � 1-f 4. WHERE WINDOWS AND MOORS INTERRUPT HOOD 57RUCTURAL PANEL HALL H/ STEEL SHIMS $ A MIN. 5/4" OF NON-SHRINK GROUT. 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAFFIN& SIZE AND = I SHEATHIN6, AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE SECURE v41 (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS a GAGE ARE SPECIFIED, MINIMUM ASTM A655, 5TRUCTURAL QUALITY, ____C6- _____ --______` ____ __------ PROVIDED AT THE Top AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON! � AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. EXIST. HALLS $ 12" LONG HOOKED 5OLT5 a NEW FOUND. HALLS). FOR ANY MEET THE REOUIREMEN75 OF THE GOVERNING BUILDING CODE AND ANY . -� FOSTINC, a G.M.U. HALL SEE PLAN FOR REQUIRED REINFORCING (a MIN. 19>11 iii ,- I 1 5. RIDGE STRAPS SHALL BE ATTACHED To EACH PAIR OF OPPOSING HIVE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS ---- -------- �_CODE EVALUATION REPORTS. -, _____________._____ ------------- < ---------------------------- - _. - _ -___________ --------- _­ - _----- __ - a ,I � I RAFTERS EXCEPT WHERE COLLAR TIES OF lllx(oll OR 2"x4" LUMBER 15 HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE I------------------ -I ---------- LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH FAIR OF IN A 5HEARHALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE W 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 166-T STANDARD 1 7A5LF- R50 1 .1 i i � CLIMATIC $ OE00RAPHIC, r�)F_510N CRITERIA RAFTERS. STANDARD SHEARKALL HARDKARE (W N07ED VALUES) 4 ANCHOR BOLTS, SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. �ii � I i MEMBERS I - I ALLOWABLE DEFLECTION OF STRUCTURAL MEME317 1 - I - __ __ _ _ I PROJECT: U.O.N. HITH TOP CAPS a STEEL COLUMNS TO BE MIN.,v4" BENT PLA17E a" LONG - -1,---------------------. ----_ 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER SEARING. 2.2h. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES � I �, I N/ 611 RISE $ W (2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEOS SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING COPE I__ _____ - - _-] GROUND SNOW LOAD � 25 LS5 i -1. FLOOR 70 FLOOR HOLP-MONNS, TO BE! PROVIDED EVERY 45" AND EVERY SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. AND ANY ADDITIONAL REOUIREMENT5 AS SET FORTH IN THE I _____ ----------- ALLOWABLE ______________.___ � 16" WITHIN 4' OF EXTERIOR CORNERS. � STRUCTURAL MFEMBF-F, - i _____ - � BRIDGE LANE LLC I ;FOUNDATION, CONCRETE, AND MASONRY MANUFACTURERS CODE EVALUATION REPORTS. � DEFLECTION BASIC HIND SPEED 1 150 MPH ,� I. CONTRACTORS To VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT !=------------ --------­--------------- -- ­ -----]L------ _____________,_____­ I &. SILL PLATE To FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED APPLIES To THE NEW WORK BEINC, PERFORMED AND SHALL COORDINATE THE 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASMrz 5 lah.1 -----____ � TRELLIS i RAFTERS HAVINC-75LOPE5 GREATER THEN 5/12 � EXPOSURE CATEGORY � cl To THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER SUB-CONTRACTORS IN SUCH A MANNER To ASSURE THAT THE CONDITIONS OF HOODSCREA5 (INCH 5ERIE5). I � L1150 ----,----- � � _____1 OF I" AND 5"x3'x�" HASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. H/NO FINISHED CEILIN& ATTACHED TO RAFTERS i i PROVIDED WITHIN (b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR MECHANICAL CONNECTIONS: � i SEISMIC DESIGN CATEGORY 5 I - � -----------___ l _____ -,- ____ .- ------- ,oNCRETE/MASONRY 2. ALL FOOTINGS To BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL : __ BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF "I" IN r � � ____ �___________ --------- -1 FOUNDATIONS. ANCHOR BOLTS SHALL !BE LOCATED WITHIN 12" OR CORNERS I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE I INTERIOR HALLS 4 PARTITIONS : H1150 I WEATHERING SEVERE -1 AND AT SFACINC, NOT EXCEEDING 4' ON CENTER. 5. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT.,U.O.N. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. [-------------------�--�------,,-,-------.--------- I - 5235 BRIDGE LANE : �FLOORS 4 PLASTERED CEILINGS 1-1560 -_ ---------_ -.---- 51 - COPES AND REFERENCE STANDARD: 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW ORAME, UNLE55 2. THE VJ55TMTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED i I FROST LINE DEPTH _011 CUTCHOGUE, NY 11935 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK -----------.-------------- ----_ ----i STATE BUILDING COPE, 2020 NEW YORK STATE RESIDENTIAL COPE,2020 OTHERWISE NOTED BY "SIMPSON" MANUFACTURER. rALL OTHER STRUCTURAL MEMBERS L/240 � ------- ------- -! I NEW YORK STATE PROPERTY MAINTENANCE COPE, AND 2020 NEW YORK 5. HALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 5. ALL LOADIN6, CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES �__ TERMITE MODERATE TO HEAVY i --------_----------- , STATE ENERGY CONSERVATION CONSTRUCTION COPE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL ­ 1 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION HALLS LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY �EXTERIOR HALLS K/ PLASTER OR STUCCO FINISH H/560 ,ICE BARRIER REQUIRED YES -DR-AWING- - -TITLE: 2. REFERENCE STANDARD USED FOR ALL HOOD FRAMING, CONNECTIONS OF �------.---------- __ _ -----------,----______F------- ! UNTIL lr2l TIER OF FRAMING 15 IN PLACE. LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" I I GENERAL NOTES I___ HOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 HOC)t�l FRAME EXTERIOR HALLS - HIND LOADS W BRITTLE FINISHES L/240 _______====j CONSTRUCTION MANUAL BY THE AMERICAN FOREST $ PAPER A550CIATION -1. FOOTINC75 TO BE POURED CONCRETE OF SIZE SHOWN ON PRANINS5. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT PIPPED GALVANIZED ______ ____ ENERGY TABLE (AF4FA) AMERICAN HOOD COUNCIL (ANC). � 95. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER �EXTERIOR HALLS - WIND LOADS W FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. ALL PLUMBING WORK SHALL CONFORM To THE 2020 NEW YORK STATE SOLID WITH CONCRETE. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. ___---------____ ____- � ­- __ ----- - ___ I_______ - ------- PLUMBING COPE. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE cl. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 5-005. (b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER i -- - _____..__________--------- - MECHANICAL CODE AND 2020 NEN YORK STATE FUEL OAS COVE. 10. ALL CONCRETE To HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 SPECIFICATIONS OF THE PRODUCT BEING INSTALLED � 5TRU(f,TUf:ZAL E7,)ESION LOA17)5 PAGE: DAYS OF 4,000 P.5.1., U.O.N. 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY � 5. ALL ELECTRICAL WORK SHALL CONFORM To 2011 NATIONAL ELECTRIC ARCHITECT I� _ ---.--- - - COME, NFPA-10 AND 20.20 NEN YORK STATE ENERGY CONSERVATION 11. CONC. SLABS TO REST ON MIN. OF 6" FINE 6RAVEL OR SAND WITH i -------- _ __ P��DIOA��_I � 'L _ CONSTRUCTION COME. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 5. ALL CONNECTORS SPECIFIED AS A 115IMPSON" TOP MOUNTED BEAM i u5F_ HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED __� LIVE: LOAD I SITE WORK 12. COPPER FLASH ALL JOINTS NHERE SLAB ABUTS FRAMING. BEAM HANGER ONLY ALONG WITH 5PECIFICATION5 L15TF-D ABOVE. I I- .________ _---_-_-_--- � _ I. STAKEOUT is To BE PERFORMED BY A LICENSED SURVEYOR 11 EXTERIOR BALCONIES I 40 psf 15 pef I 1 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - �------------ i . - 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, (1) HALL TIE PER (5) 50. FT. C7YF5UM HALL BOARD ' DECKS 40 psf 15 psf RECEIVE CLARIFICATION FROM ARCHITEOVEN61NEER PRIOR TO PROCEEDING. 14. FLASH ,JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, I. GYPSUM HALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT � ___________________________ --------------- � DATE: 07/09/24 2 OF 5. EXCAVATE AND BACK FILL FOR NORK INDICATED ON DRAWINGS. MAX. 52'-O" O.C., TO DIRECT ANY CONDENSATION To THE EXTERIOR. COMPOUND METHOD. � PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN STOCKPILE TOPSOIL OBTAINED FROM STRIPPING r�,RIVEHA*YAND BUILDING � - 1 2. ALL 6YF5UM BOARD SHALL BE 1/2" ON HALLS AND CEILING, UNLESS SITE. STOCKPILE ALL EXCAVATED MATERIALS. 15, APPLY (1) COAT OF TAR BASED HATERFROOFINC, TO EXTERIOR OF FOUND. OTHERWISE NOTED. HATER RES15TANT (H.R.) AT BATHROOMS AND WHERE I ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE FROM FOOTING TO 2" ABOVE FINISH GRADE. DEEMED APPLICABLE. I__-------------- __ --------------- __ _____ - �', - ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT le UNSUITABLE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES � ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 Pqf I I , ",:,! ",1 i" 1 5. 5/5", ONE HOUR RATED, TYPE W GYPSUM BOARD ON CEILINO AND HALLS T".. _,�. L 1% '*,,I , -FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. _____________________ ----------- / 1_, OF 40°F AND FALLING, UNLESS APPROVED BY ARCHlTrOT/ENOINEER. No (NHERE APPLICABLE) AT HEAT PROVUCINrz? EQUIPMENT TO EXTEND THREE FEET I " .� -, - 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING � ROOMS OTHER THAN 5LEEPINC, ROOMS 40 psf 15 Psf / Q� CONCRETEFLOOR OR IF PLACED ON HOOD FRAME, INSTALL ______ _______ " ,"e, �, - I-T. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY i__ ­-.11 " I I I CONCRETE PANELS OF 515" THICKNESS MINIMUM. I f ARCHITECT/ ENGINEER. � 5LEEPINO ROOMS � 50 psf 15 psf " - " , ------------------- _­ I 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE I-_ -_ i ,;-, It Ia. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION HALLS AND TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLON 24 HOURS i STAIRS 40 psf 15 psf � ,�; WHERE EVER APPLICABLE. ------------ ----------- % � � TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH. �T ­ •- - I i .,�,)_",,., __ : GUARDRAILS AND HANDRAILS 200 Psf 15 Psf ", I IQ. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE To BE A 5. METAL CORNER BEAM To BE USED ON ALL OUTSIDE CORNERS AND AROUND i I - , . _�-_`��_111-_' �, ,_ , w MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION HALL. ALL OPENIN05. i - -____________- ____ ,.,­-, I. ""1." �1� I . . PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK � , . - �I 1 12 psf FOR ATTIC - F i i "'--'/' -"- NOTES EITHER OF THE FOLLONIN,5,.LL (2('00 rb _RO AM _ ) Mlr DEN OTES: 2" LVL DENOTES= � .0 PSE AM L r - _,FNOT A. P P A ZALL�M L TO ALL SPEO.'s _,__, , � _�,-]I I _____ ____1- , CONCRETE 5LAE35 TO HAVE 6x6 10/10 HELPED HIRE REINFORCING. ro. FASTEN GYPSUM BOARD AS PER FASTENINCS, SCHEDULE ON PAGE 6-005. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 P5f 15 psf FOR OATH. 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID t SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x a" ­.. . . -------.---.----- _____�__=___ - ii _____.._______ __-Ij - - � - - -_ - DEEP 4 5'-O" BELOW GRADE. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 'l-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) - TYF I SAL NA I L I NO/STRAFF I NO REOU I REMENTS FOR TE --- �®LDO1�lN DATA I LS - F,45TENINC SGHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER UFL FT/ SHEAR/ 4 ,LATERAL Jul I NIA RES I STANCE NOTE: THI5 SGHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REOUIREMENT5, d Q AND ROUGH OPENING FRAMING REOUIREMENT5) 0 "ALL STRAPPING TO BE ly "x 20 GAUOE** -- "SIMPSON" EQU11/ALENT - G520 (COILED STRAP) 4 ALL NA►LING I5 A GENERAL 5PECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE Lu USE IOd NAIL5 IF STRAPPINO 15 OVER PLYWOOD; TYP. FOR ALL (SGHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J cu --_ - - FAND QrUAN PEG ------ -- --- c,,) - -=DESCRIPTION -5TFE E -- --- --- -- - ---- FASTENER .�-, N HOEDOWN 'A' HOEDOWN S' TIN SPACING Q l CONNEGTI ON ------ -- ------- J V) cNAILING GRID _ FOFOUNDATIONST ROOF 4 GE I L I NO FRAM I NO ------------- ---- AT RAFTER TO RIDGE �ry __ � -a � O - _ENDINALL __ COMMON NAIL w/o PREBORED HOLES. ------ -- - - -- -- .- CONNECTION: -- ----- - - - -- - --- ----------- - - I a..� � _ DIMS ARE ALL MIN. s BASED ON USE OF ONLY A Ibd ENDWALL CORNER STUD -� FOR STRAP - 4 8 d* COMMON R.R. ry • SERVICE - RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER �' O O N z O (3) 2x FULL (3) 2x FULL "��,•�...•-w """ � 2 2.HOOD IS ASSUMED TO BE D,F,#2 d BTR. IN DRY USE � - i a - � � HEIGHT STU HEIGHT STUD CONNECTED TO 2 .O ,_ � CORNER STUD \\\ TRANSFER SHEAR NAILS a EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER J015T 0 CONNECTED TO FOR ROOF SLOPES UNDER 5:12 WITH -- - HOLE55E�NEW MEMBER.INSTALLATION)PREIBORE THE NAIL ------- - -- .. 'i------ - --- - C X (V TRANSFER SHEAR 51MPSON' HDOS I • . . • GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-005 �, EACH LAP O O O CQ HOLDOWN ANCHOR 0 �o ,, 2-I6d COMMON • • • • -- _-..--- ! ____-_-- -O O m .4-) 2-I6d COMMON " � ROOF 5PAN5 OF 24 OR GREATER, • � -- --- - a-, � LO • CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON �'' EACH LAP O 0 O „ LOCATIONS NO NAILS ® b O.C. d 4.NO MIXING OF NAIL SIZES OR TYPE5 ALLOWED I (V NAILS ® b O.G. S ON PLANS 10" O.G. IF BLOCKED / USE 6 8 d COMMON NAILS ® EA. • - - - - - - ; cc l0" 0,0. IF BLOCKED CORNER P05T END Of STRAP. G.J G.TIES �" 5.5EE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO -- Q L G O CORNER P05T � TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE G-003 PER TIE 1 GRAPHIC BELOW) "SIMPSON" HM091 THE ABOVE ASSUMES A RAFTER x_ --- - ---..-.--- --) 1 �" SPACING OF 16" O.G.; FOR SPACINGS b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END HOLDOWN ANCHOR ® - , / LOCATIONS NOTED " ' - ° d OF 24" O.G., INCREASE NAILING BY A SECTION 12,4-PLACEMENT OF NAILS 3 SPIKES b TABLE - - GR 4-I. - FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END i ON PLANS --- ------------- �,-- GONNEGTI ON BI � 52 - - -_--- -_ - - --- --- -- ---� AT RAFTER TO TOP PLATE TO 57UD WALL FRAM I NO HOEDOWN INSTALLATION OPTIONS: • CONNECTION:FOR,HOLDOW OGAST IN PLACE w/�/8"m THREADED ROD FOR STRAP - 4 5 d COMMON NAILS EA. �2-'" � � TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON t PER FOOT ° c --- ----- - — --------- -- --- --- - r , -'' • • 1 END OF STRAP. ' • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA.. 51PE V FOR EXIST, P. GONG. OR NEWLY CURBED FOUND.'s ! • SEE WHEN IN TOWN OF I5LIF OR NAILING -1/8"41 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN • -- ------ NOTE•s --- CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY -I • • 1 , MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. ADHESIVE), d FOR TEMP.'s O°F-40°F USE 'SIMPSON" AT SIMP50N #H2A (OR EQUAL) RAFTER TIE - ---- --------- - (H16H STRENGTH ACRYLIC ADHESIVE) n ���� � ~- . HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGE5 • FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILING - 3 8 d COMMON NAILS - - - ---- -�- TOP or BOTTOM PLATE TO STUD END NAI 2 I6d COMMON PER STUD USE SAME • ( L) U ME FILL TOP 2 COURSES SOLID +f CAST IN PLACE HOEDOWN _ _ __ w/"i/V0 THREADED ROD CONNECTION ""-- -.... „w� FOR G.J. TO R.R. - q I6 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOI5T, U REQUIREMENTS FOR •.....,,,,,•„w RAISED G.J.'s (WHEN AT G.J. TO G.J. CONNECTION: _END_J_O_IST, or BLOCKING (FACE-NAIL) 2-ibd COMMON I� PER FOOT FOR EA. PLATE TO STUD ABOVE OR BELOW HOEDOWN 'G' HOEDOWN 'D' APPLICABLE) 2 16 d COMMON NAILS l � FOR G.J. TO G.J. - q I6 d COMMON NAILS FLOOR FRAM I NO FOR NEW k EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION GI 02 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST n l FOUNDATION ® ONE STORY ONLY : - -- -- --- ---- --- - ---- - ----- - W (5) 2x FULLS ENDWALL BRIDGING TO JOIST(TOE-NAIL) I 2-5d COMMON EACH END Q HE16HT STUD CORNER STUD CONNECTED TO ° BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END "SIMPSON" HDQB r TRANSFER SHEAR (5) 2x FULL �� _ - _- ° AT STUD TO FLOOR ASSEMBLY BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK a.� TOP PLATE (TOE-NAIL) -- ---- -- --- ---- ---- -- -------- - -- HOEDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD "" • TO STUD CONNECTION: LOCATIONS NOTED NAILS ® b" O.G. 4 � a I ON PLANS 10" O.G. IF BLOCKED11 G FOR STRAP - - 8 d COMMON LEDGER STRIP To BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST NAILS ® EA. END OF STRAP - -- I. I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-bd COMMON PER JOIST r= M FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d GOh�MON - - ! i BELOW - 2 I6 d COMMON NAILS a BAND JOIST TO J015T (END NAIL) NAILS ® b' i I I 3-I6d COMMON PER JOIST „ I --�BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT L a • ROOF SHEATH I NO STRUCTURAL PANELS: INTERIOR ZONE Sd COMMON b" EDGE / 12" FIELD "SIMP5ON" STHDI4RJ CONNECTION DI 4 D2 BLOCKING PERIMETER EDGE ZONE 8d COMMON 6 EDGE /6 FIELD HOLDOWN INSTALLATION OPTIONS / ® EA. BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 5d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s Jl .. ^ • UP TO RAKE OVERHANG _ _--- -- __---- ----_- _------- -___-____--__� HOLDOWN CAST IN PLACE w/9/e,"O THREADED ROD GE I L I NO SHEATH I NO o AT STUD TO FLOOR ASSEMBLY TO SILL _ LY CURRED FOUND.'s �� ___ • _ CONCRETE w/D SIM11'SONI=�-DRILLED) EMBEDDED 12" INTO 1 PLATE(S) CONNECTION: D2 --- ------FOR CONCRETE P. CO NC. OR lidl GYPSUM WALLBOARD f 5d COOLERS I 7" EDGE / 10" FIELD l ADHESIVE), 6 FOR TEMPT(HIGH STRENGTH EPDXY CORNER FOR STRAP - 3 8 d COMMON NAILS ® EA. __----- (HIGH STRENGTH ACRYLIC ADHESIVE) ; 1 Z s O°F-40°F USE "SIMPSON" AT FROM ,� ONE #4 REBAR t-� � END OF STRAP (WRAP STRAP UNDER SILL PL) I - SPECIFIED ON L/ ° WALL 5HEA7HINO FOR EXIST.8 THREADED RO:D BLOCK) • 2 16 d COMMON NAILS -_- J TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN o o FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - -- -- ---_ - o I STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD z - ° i� ---- - --- I —_ 0 ° ALTERNATE CONFIGURA N - ABOVE STUD O GYPSUM WALLBOARD 5d COOLERS -I" EDGE / 10" FIELD ~ a STRAP w/(3) ---- Z FLOOR CONNECTION w/ # LPT4 51MP50N (OR ea rrAlLs® EA.END - - ------ -- --- TIO B T _ NAIL I NC- /STRA P NO ® J�l NDO1�/DOOR D R STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES Y „' - „� OF EA.STRAP To 2 N ALTERNATE USE(FOEA JOISTR - I NO (SUBFLOOR) 2 O ALTERNATE E L15E FLOOR -SHEATH _-_---_-_ - - - --_- -_- 0 0 NOTATION: ---- A - NUMBER OF 5d NAILS ® EA. END OF STRAPPING(2015 WFGM, TABLE 3.T, P. I84);WHEN STRAPPING ) CONNECTION E STRUCTURAL PANELS: / --^~"" I" or LE55: Sd COMMON 6" EDGE / 12" FIELD �" REQUIRES OVER 14 NAILS,USE SIMPSON G516 STRAPPING(OR EQUAL). -- Ir B - NUMBER OF SILL STU05-ON FLAT (DOE5 NOT APPLY To DOORS) (2018 WFGM,TABLE 5.255,P. 2qU "• ""-""""��� . GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD C - NUMBER OF FULL HE16HT KIN& STUDS a EA. 51ME OF HEADER (2015 WFGM,TABLE 3.23C,P. 2a2; -"""" � _ { � •i( -- ALTERNATE AS PER TABLE 3.23D, P. 2Q3) """ I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. LU A --___ i -D D - NUMBER OF Ibd NAILS, END-NAILED THROU6Ff ADJACENT KING STUD TO END OF HEADER ® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. 0 (2015 WFGM, TABLE 3.1, P. 18a) d, FOR EXAMPLE IF WALL SHEATHING IS NAILED 3 O.G. AT THE PANEL EDGE TO OBTAIN HIG PLATES) CONNECTION HER r -G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER (2018 WFGM,TABLE 3.22F, P. 2889 � ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 3-PLY HEADER(2018 WFGM, TABLE 3.22F, P. 288) °° a ° ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. SIDE ° <° a 2 - WHEN WALL 5HEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER Of B (DOES NOT APPLY TO DOORS) (20Z WFGM, TABLE 5b,P. I41) ``� ., ° ° ° ° , ,� NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16M NAIL PER FOOT. FOR STRAP - 5 5 d COMMON NAILS a EA. ---- - - - --- --- ------ --- � '"`„-„. ° — a - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SGHEDULE 5 "-� ° a n END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REGUIREMEN75 SHALL BE BRIDGE LANE LLC "„ �° USED. ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS �„ FOP, EA. PLATE TO STUD ABOVE OR BELOW - I (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) „-.. 2 I6 d COMMON NAIL5 TRELLIS �f NOTATION 51 ONAOE FOR 7RU55 TYPE FRE-ENOI NEERED MAx A B G D E E F WOOD AND/OR TIMBER GONSTRUGTION ROUGH (3-PLY _-_ 5235 BRIDGE LANE OPENING- II -_-- _ THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2 O 4 I I 2 I 1 2 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE CUTCHOGUE, NY 11935 -,I RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX CAR A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE 4'-0" I 2 4 2 I 4 GABLE ENDWALL AUTHORITY HAYING JURISDICTION: ---__-__ --- -_-__-- __ --- SFL I Ci NO OF TOfi FLAT BRAGINO/STRAFFINO DRAWING TITLE: - PROVIDE (2) 2 xl0 HDR (MINA U.O.N. 6-O I I I 3 5 3 2 5 - - (B) - REQUIRES SILL PLATES OF 2°xb° (MIN.) ---- — -- --- - --- -- - ---- -- FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE - - - -- ---- ------ ---- BLOCKING 2 LESS PROVIDE 8-0 14 2 5 7 5 I 2 7 SPLICE TOOK WINDS EXPOSURE BMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® �TO LOCKIN6 m 12"o.c. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING & NAILING DETAILS - - -- - ----- �NGT" FOR WIND - EXPOSURES 5$0 - 4'-0"O.G. AGHEIVE RAKE O.H. BE 1 , 111111, "Ill", "IV", OR V TO INDICATE 10'-0" 17 2 4 3 3 q ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION GLASSIFIGATION OF _ _ _ FASTENING SCHEDULE 12-O 20 BUI DING MINIMUM P '�°� n/A 5 � 12 � 4 3 j -�2 - L II MIN MU 5 LICE I�; BUILDING MINIMUM SPLICE'��" � THE STRUCTURE UNDER SECTION 602 OP -=-- - ---- - -- - --- -_- DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) THE NYS BG. __ TYP. STRAP w/(5) PAGE: 12-O 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 'I , „ , „ , „ I II ---- OF EA. STRAP 6" DIAMETER 2-o /2-b 12-0 3-o COMPONENTS THAT ARE OF TRUSS TYPE A N C H O R BOLT S FE� I F I G A T I O NS I b'-O" 3'-O"/3'-a" I6'-O" 4'-O" ATTIC PRE-ENGINEERED WOOD OR TIMBER � s ____ _ CONSTRUCTION A5 FOLLOWS: 0033', e ---- - 20'-O" -�I_- 4'-0 /5-o --- 20'-0 11 ----- - -- - 5 i-O 1-- ------ TBLOCKINO /T � - F" = FLOOR FRAMING INCLUDING 2 BAYS _ __-I GIRDERS $ BEAMS SPECIFICATION (2018 WFGM TABLES 3.2A � 3.2B, P. 157-I60) 24'-O" 'I 4'-0"/5'-0" I 24'-O" i b'-O" � BACK® 4'-0" o.G. �.'' - "R" = ROOF FRAMING CORNER gq, _-- _.. - -_-__-- ___.__------------- -----__--- r - "FR" = FLOOR ROOF FRAMING DATE: 07/09/24 3 OF 6 CONDITION FOR ALL STRUCTURES: �✓ • 5/b"� ANCHOR BOLTS a 3q" O.G. 28-O 5-O /6-3 28'-O" 7'-O" i L-L32'-O" 52'-0" 8'-O" ' 36'-O" 1'I "1'-O"/8'-q" SECOND FLOOR — - --- -- SE --- 36'-O" �'-O" NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATECONNECT F•,r r�-,,. LENOTHS,ION USINO TTHE NAIL SPIACINGILS SHALLR FOOT.FOR BE REDUCED IN ORDER TORTER 4o'-O" 8-O /10-O 40-O I I-O BLOCKING 2 BAYS .. " i " i " • PROVIDE AN EQUIVALENT NUMBER OF NAILS I 'I I tI I END -oil - BACK® 4'-O" O.G. I. MIN. '7 EMBEDMENT INTO CONCRETE / a 5 EMBEDMENTk4l 5" oR G.M U�(BLOGK) FOUND. FILL So I3-o TYF. STRAP w/(3) �� Y STROKE CONDITION " N•��LSAA�t$SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-O /12-6 • TOP TWO COURSES SOLID - - ---- -_II -- - ------- ---.-- - Sd NAILS EA. END ° II �� II �� II 3.TABULATED SPLICE LEN6TH5 ARE BASED ON 8 FOOT WALL 60,-O -O 60-O I6-O OF EA. STRAP ;fl HEI&HT5 FOR OTHER WALL HE16HT5,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL 8E MULTIPLIED BY H/8; � „ I „ I „ I FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE "10-O 14-O TO-O IQ-O ., PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR _ 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 8 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): µ 80-0 I6-O 80-O FROM ENDS AND CORNERS (TWO ® CORNERS) a'WALL- 1,125 =__=______._____-- -- I ------------- -- `__ __ --___- -= -== --_- -____.___.__._------� REFLECTIVE REFLECTIVE (SEE DIAGRAM To LEFT) 1O'W'°`LL- 125 BLOGKIN& 2 BAYS I I'WALL - 1.3'75 RED PANTONE WHITE 12'WALL - 1.5 THIS COLUMN w/MULTIPLIER BACK® 4-O" O.G. #I81 4. COORDINATE K/ HOLDOWN LOCATIONS FOR 10'-0" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS -- CONTINUOUS BUILT-UF GIRDERS, 3 OR MORE SUFFORTS I R B�OGK I C-� FOR �L. T ORM 1nI00D R 1`� I �IC� (THAT EXCEED FRAMING STANDARD5, IT 15 REO'D FOR FRAMER TO HAVE A WORKING KNOWLEDI OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER Dr, WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) a I AND ALL RELEVANT PORTIONS OF THE RE5IDENTIAL CODE) --=_- -- -- - -=— --_ - - BETWEEN 1/6 yyHEN GIRDERS MADE UP OF JOISTS NAILED d 1/4 OF A Q CONNECTION DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN 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 A5 FIRE-STOPPING. W A (2)ROWS IOd NAILS o 12"O.c. THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST -J I NON-LOAD BEA RIN WALL OFFSET FROM SUPPORT - - - _ _ - -- - - - Lu - STUDS STUD B (3)ROWS IOd NAILS m 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE --'' SERVES AS FORM FRAING. � _ -- -- p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q +-� (V SUBFLOOR ��__-- ---__--_ -- - SUBFLOOR G (2)ROWS 1/2 �BOLT5 m 12"O.G.STAGGERED; JOINTED ON THE SAME 51ME OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE P °O CDBL m ENDS TWo-PIECE PLATE SERVE AS FIRESTOPPING. SOLE PLATE -- -- - __ - ----- - ROkS BUILT uP GIRDER P MAX.�2" TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 0 v (2)ROWS 1/2" m BOLTS o 1b' O.C. NAILING: w 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE _ -� O SOLE PLATE - - --- -- -- JOIST SERVES AS FIRESTOPPING. - SIDE WITH IOd NAILS TWO NEAR EACH END OF a--+ E (2)ROWS 1/2" d BOLTS m 24"O.G. --_ _. BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE j Z O I I I i � - I" 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING O O CV F (2)ROWS 3-3/8"TRUSSLOGK SCREWS® 12"O.G. a I/4 of A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL = I OR OF NONCOM-BUSTIBLE FILL. d - � 5CRE1 l ON(1)SIDE OF MEMBER _ LINE; OR GIRDERS ARE TO BE NAILED FROM EACH -- "O r- U G (2)ROWS 3-3/8"TRUSSLOGK SCREWS• Ib"Oz- P' 51ME w/ IOd NAILS, TWO NEAR EACH END OF EACH i / I/ _ I _- ; 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE � � X O CV 5GREWED ON(1)SIDE OF MEMBER , JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" __--=8-= 1 _l -_- AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN p O p 4.., (2)ROW5 3 5/8 TRUSSLOGK SCREWS 0 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. _ "� _ i' m Z Q0 JOIST H ��SGREWED ON(1)SIDE OF MEMBER J / r �!- - JOISTS SERVE A5 FIRESTOPPING. a-+ O a--+ � MAXIMUM OFFSET -- - - _ -_- ------- _ THREE-PIECE - 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND c: N O CB J (2)ROWS 5"TRU55LOGK SCREWS® 12' O.G. BUILT UP GIRDER MAX.52' THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER_� P �, ��_ 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q 0 a O NAILS ON EA. 51ME w/ TWO NEAR EA. END OF EA. 4 \ T SERVE AS FIRE5TOPPING. MATCHED SIZE OF BLOCKING -_- - � -a � UNDER NON-LOAD BEARING (2)ROWS 5"TRU55LOGK SCREWS O 16"O.G. [SCREWED ON BOTH SIDE OF MEMBER -] H S FIRESTOPPING AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE �� I � � �� 3 BLOCKING L=--=-_----- _-__:- _---__-_._ ----______-_ _--- 8. THE HEADER SERVES A5 FIRE-STOPPING. PARTITIONS ® 32 O.G. 5�D OTHERS TACGERED w/ A DISTANCE OF NOT MORE 'r' {{ )ROkS DOUBLE PLATE _ _____ _[SCREWED oN�TSi-IL51DE O�ME�tiz4' O.C. Bt�?I''!£o I/b THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. / � k_ � -_-_i i q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL NOTE_ �O _ BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO n, p FOUR-PIECE CIDERS ARE TO BE A55EMLED AS / -- STRINGER TO SERVE AS FIRE5TOPPING. CANTILEVERED FLOOR GE I L ING BRAG I NG I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W/ 21 NAILS AS SPECIFIED _ _____ L._ PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. --- �_. --- -- 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR GABLE ENDWALL R CONNECTION PATTERN'B'WHEN 10"OR LARGER \ � I �' � FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH 5'fUD 2.WHEN 56111 G OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 \ -- APPROXIMATELY 1-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FA5TENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER �, GIRDERS ARE TO BE SECURELY ANCHORED TO \ %'� I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH -1 _J SUBFLODR ,,SOLE PLATE LATE CONTINUOUS GABLE END !` / FIRE5TOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF T ���,5 MASONRY PIERS, NAILED TO WOOD POSTS OR i I �= THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING LATERAL BRAGS 6'O.C. BOLTED TO STEEL COLUMNS. ! BAND / AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U J015T 2) IOd NAILS TRU55 OR Y LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL n 1 �I/�' '�I I '�/�' I PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON V/ L. I `�O �ATTERI `�S FOR S DE LOADED 5EAI " IS (IP . FLUSH BEAMS) NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE � M lo)Sd -LOCATIONS REQUIRllNG FIRESTOPPING- NAILS A5 FIRESTOPPING. • FIRE- FIR_ WOOD FIRESTOPPIN6 FIRESTOPPINfi STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED 5TOPPING STOPPING MULTIPLE-PIECE MEMBERS ---- U JOIST • 5d COOLER NAILS® 10" O.G. NAILED' BOLTED' BLOCKING 2"x4"BLOCK NAILED TO EA.BRACE — -T- —e - FIRESTOPPN6TlW N W/(4) IOd NAILS COMMON COMMON BO�e2" 2 BBOOLLTTS 2 BBOOLLTTS" 0 12"O.G. 0 12"O.G. O.G.STAB6EREC� e12104. o b"O.G. STUD 20 gai.STRAP ---�----•-_:---_-•_--- ---- ----� ----.-.. _..- - -- - COVERING IS APPLIED 2 ROWS Ibd BROWS Ibd GYPSUM BOARD --------- - ----- TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS TO UNDERSIDE OF DOUBLE PLATE (10)Sd NAIL LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 5d COOLER NAILS® 10"O.G. BEAM SELECTION w/ 5TD. NAILING ` NOTE, - ENDYJALL 5T'UD AS NOTED IN NOTES-7 6 8 NONCOMBUSTIBLE ALTERNATE w Q JOIST SHALL BE LOCATED DIRECTLY *DENOTES ALT.FOR USE OF DRYWALL SCREWS " " � � FIRESTOPPIN5 LOCATION OP GIRDER OVER 57UD5, UNLESS TOP PLATE IS 4"6 EDGE/12" m FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES SOLE WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD SCREWS#6 LV4"TYPE W OR 5 FIRESTOPPINO LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b' O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE PULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O c o Llco c o c c OVERLAID ROOF B.STA66ER EACH Row OF FASTENERS BY 12". O O \ci C> n 2"SPACE NOT ATTACHMENT © VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILIN6 IS FROM EACH SIDE. TO BE FILLED © NONCOMBUSTIBLE FIRESTOPPINS 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. b.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 5EAM5: STRAPPING 1.2 ROWS OF 166 COMMON NAILS 02"O.G)FOR DEPTHS 12"OR LESS 4 8d NAILS 1LOCATION 8 FIRESTOPPIN6 LOCATION q ® EA.END® R.R. 6.5 ROWS OF Ibd COMMON NAILS I O.GJ FOR DEPTHS DEPT OF 14",16" $ lb". LOCATION 10 IFULL WIDTH 2"x I BLOCKING ZO ! tr I , TOP PLATE DRILL 2"� INTO ROOF GONSTRUGT I ON DETAILS Jul I ND LOAD FA7H GONNEGT ON DETAILS I I DECK FOR STRAPPING IN5TL. NOT TO SCALE INTERSECTION DETAIL EXIST.ORNEw N NEW R.R.SET IR.R.BELOW UPPER TOP PLATE LAPS 4 lod Z ,CONTINUOUS LOWER TOE NAIL NOTED CONT.BLOCKING _ TOP PLATE I SPIKED TO R.R.b ON I ALIGN NEW a EX. R.R.AS SHOWN i C3 KING STUDS z PLAN VIEW a NOTE: SIMILAR® 'SHED' WOOD JO 157— �J WOOD JO I S ROOF,R.R. IN LINE CRIPPLE STUD- - z 0 BLOCK I NC JOIST HANGER HEADER--- ° --� m GENERAL REQU I R'EMENT5 FOR GENERAL RECU I RF-MENT5 FOR z z INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS G I RDER/HEADER S z JACK STUDS 0 MAIN MEMBER WOOD GIRDER—MAIN IRDER ----- -- --- WOOD JOIST _ ---- - - G ° I- Q JOIST FRAM I NC OVER WOOD C I RDER JOIST FRAM I NC FLUSH W 1 TH G I RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: '-IDIAM.X B APPROX. 30° w/THE MAIN MEMBER k STARTED APPROX. ATHE LENGTH OF THE NAIL FROM THE MEMBER END, BRIDGE LANE L L C 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 a0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN TRELLIS MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER -----"----"---- —� 5. AVOID N6,NO MORE THAN 2 TOE NAILS rIN INSTALLED IN EA. SIDE OF RAFTER OR CEILING JOA LL BE 15T WALL STUD- WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE---- - BOTTOM PLATE ) IN EA. SIDE WHEN FASTENED TO A 2"x6 TOP PLATE. BATHTUB -------- SUB FLOOR- -- -- �� 5235 BRIDGE LANE DOUBLE JOIST J DOUBLE JOIST -0 TOP PLATE CUTCHOGUE, NY 11935 CH I M. CHASE 5ECURI NO @ STD. SIDE WALL DRAWING TITLE: _ WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (5��) CHASE WITHIN PLATE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ STUDS TO ATTIC FLOOR d BLK'G TO R/L SIDES w/57RAPPING TO R/L SIDES) CC) PAGE: w TOP PLATE ® i N WIND RES STANT GONSTRUGTI ON CONNECTORS AdmilL O-N� - CHIM. CHASE WALL -- - ----- - -- ------- ----- CONNECTION LOCATION: PART NUMBER NOTES: —00r� e 0 0'6, -------------- --------- 0�lfl a RI DOE-TO-RAFTERS C520 ® 21 " APPLY TO EACH PAIR OF RAFTERS ® RAFTER-TO-WALL H- APPLY TO EACH RAFTER a a _ _ DATE: 07/09/24 4 OF 6 ROOF' p�� z 0 RAFTER-TO-PLATE H8 or H2.E APPLY TO EACH RAFTER 0 READBLOCKING I N z - - -------- �-- ---------- ----------_---- ---- -------- --- - --- - -- ------------------------- -- i PLATE-TO-WALL STUD C520 @ 011 APPLY TO EAG_ H WALL STUD_ TO ALIGN w/5TR gPPINC d w R ® EA. LEVEL ABOVE N - ---- A --- -- - ------- r ; THE FIRST FL. ®z w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 36" APPLY TO EACH WALL STUDa<x. FLoc-fvcLG. ® O HEADER-TO-JACK STUD C520 © 12" APPLY TO EACH JAI STUD r '` CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 557516 APPLY TO EACH 51DEWALL END " r ------ --- -- - - - - WRAP UNDER DOUBLE SILL PLA7E 157. FLOOR-UNDER-SILL PLATE G520 SIDE VIEW PLAN VIEW (USE WITH 3" SQUARE WASHERS) �., USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RE51STANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS 70 ACHIEVE MAXIMUM UPLIFT LOAD GAIIGI r. a w w (\l � C � .� _0 r- O >; C9 O C N z 0 a 'co Ln d- c X N O p O a-+ ' ,c Omp GEDAR TRELLI5 PER PLAN � o O ca Q a O nn11 U - - ------- - - -- - - - - - - - _ --- 4—J SCREEN WALL BEHIND POOL EQUIP. POOL EQUIP. U Q . - 4� 0 NORTHEA5T ELEVATION (FRONT) NORTHNE5T ELEVATION (fill OHT 51 [7)E) 5OUTHEAST EL EVATION ON (LEFT S I DE) 50ALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" 5GALE: I/4" = I'-O" z z ! a ! o z O N v z w z 0 O V U 04 Lli eI Q N PROJECT: (15) 2"xb" R.R. (CEDAR) ® 16" O.G. BRIDGE LANE L L C SIMPSON H2.5A RAFTER TRELLIS TIE (OR EQUAL) 8 CEDAR TRELLIS PER PLAN MIN 2"XIO" ® EACH SIDE OF P05T RIDGE LAN E TCHOGUE, NY 11935 2"xb'FRAMED WALL 4"P.GONG.SLAB b"xb"-IOxlO W.W.M. ETWEEN ENTER i 2'xb"SILL PLATE G < UPPER —. ---- . ._. - __.. -- --------._—__..�——'------ OF SLAB SECURED IN .- TITLE: PLACE DURIN6 POUR NG --------- ----- -- - -- - -- - - - .-.._---------- 4"X4" P.T. P05T; LOCATION AS PER A m PROPOSED EXTERIOR ELEVATIONS ---- ----- - ------- __—._._-_— --------__._--- -- ----.._.-_..__..----- _--_—._ PLAN �j TERMITE SHIELD FINISH TRIM PER HO FULL HEIGHT �_ • �, - J= J=- SELECTION SCREEN WALL ---- ----- --- - - _ ------------__-___.�_---�--..----- ------- 2"x4" ® Ib" O.G. I 2)04 HOR.CONT. a BRAVEL BASE UPON W/ 8" HORIZONTAL Q REBAR TOP! GLEAN COMPACT FILL CEDAR BOARDS; - BOTTOM(4 TOTAL) � 4" GONG. SLAB DBL.51DEI7 • b MIL VAPOR RETARDER - ------.--- --.--.-_--- I PTO,BLACK m HOT DIPPED 6ALVANTI= PAGE: ANCHOR BOLTS•89"O.G.i MIN. - -0 3" 12"FROM CORNERS;EPDXY PIN b.f i �i✓_5.e z..ra.t'3.s-5.s_:4.��.�e-r i_rz_Pa•-<.-s,:s.�[Y.s ii_-s�-sd�. PROVIDE I'THK. INTO CONC.SLAB w/MIN.T" 77-POOL EQUIP. SCREEN WALL AS PER PLAN RI61D INSULATION I'-0" EMBEDMENT. L — _ Am&'Uulmov A-201 MONOLITHIC, GONG. SLAB DETAIL A-201.00 50ALE: 3/4" DATE: 07/09/24 6 OF 6 = I'-O" 5OUTHNF-5T ELEVATION (REAR) 5EGT I ON I I/A 20 I 5GALE: 1/4" = 1'-0" 5GALE: 1/4" = 1'-0" r, - "5 i^